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t <br />1/4/1/4 <br />PL 1/2" x BM WIDTH SQUARE, <br />CENTERED ON COL <br />3/4" o x 6" A10S GR 1010 <br />WELDED HEADED STUD, <br />CENTERED ON PL & COL <br />SONOTUBE COL PER <br />PLAN & TYP DETAILS <br />SECTION A -A <br />BEAM CORNER CONNECTION <br />REINFORCEMENT <br />DEVELOPMENT/LAP <br />SPLICE LENGTHS 'LLC' <br />SIZE <br />TOP <br />OTHER <br />3 <br />191N. <br />14 IN. <br />#4 <br />25 <br />19 <br />#5 <br />31 <br />24 <br />6 <br />37 <br />29 <br />#7 <br />68 <br />53 <br />#S <br />78 <br />60 <br />NOTES: <br />ALL WELDING TO BE PERFORMED BY QUALIFIED <br />WELDERS AND SHALL CONFORM TO A.W.S. D1.1. <br />WELDING ELECTRODES ARE TO BE E70XX. <br />A <br />- KNIFE PL 1/4"x8"x0'-8 3/8" IN 5/16" <br />SLOT, CENTERED ON COL <br />BM PER PLAN <br />r� <br />e� <br />c� <br />(2) 5/8" o A307 <br />BOLTS, CTSK <br />NOTES <br />1. LENGTHS ARE IN INCHES. <br />2. TENSION DEVELOPMENT LENGTH AND LAP SPLICE LENGTHS <br />ARE CALCULATED PER ACI 315-14 <br />3. BAR c: - c. SPACING MUST BE GREATER THAN TWICE THE BAR <br />DIAMETER. <br />4. "TOP" BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE <br />THAN 12 INCHES OF FRESH CONCRETE CAST BELOW THE BARS. <br />n TYP CONIC REBAR LAPS <br />U 3/4" e 1'-O" <br />#3 SPIRALS W/ 3" PITCH, <br />TYP. MIN (3) SPIRALS @ <br />TOP AS SHOWN. <br />S" SONOTUBE COLUMNS <br />W/ (4) #4 VERT BARS, <br />HOOK INTO FTG <br />a <br />a <br />2x BEVELED, USE (2) SDWC15600 <br />INTO GLB PER MANUFACTURER <br />INSTRUCTIONS, TYP <br />3/16 <br />3/16 <br />PL 1/2" x GLB WIDTH - <br />WALL, SILL AND AB'S PER <br />PLAN & TYP DETAILS <br />TYP SLAB REINFORCING <br />ali a a <br />ao a a a <br />a <br />ROOF TRUSSES <br />BY OTHERS <br />CL BM & COL �. <br />GLB PER PLAN, <br />CONT. OVER POST <br />a 1/4" KNIFE PL IN 5/16" SLOT <br />( <br />L� (2) 5/8" o A307 BOLTS, CTSK <br />a 3/4"o x 6" A105 GR 1010 <br />WELDED HEADED STUD, <br />CENTERED ON BM & COL. <br />I <br />- SUBGRADE PREP PER GEOTECH <br />NOTES <br />1. PROVIDE SLEEVES W/ INSIDE DIAMETER 2" GREATER THAN PIPE OUTSIDE <br />DIAMETER. CENTER PIPE AND WRAP W/ COMPRESSIBLE MATERIAL. <br />2. FIGURE BELOW SHOWS ACCEPTABLE PENETRATION LOCATION BELOW <br />THICKENED SLAB OR FOOTING: <br />v� <br />O <br />W <br />z <br />W <br />0- <br />0 <br />1 � <br />FILL VOID W/CONCRETE <br />UNLESS'W' IS LESS <br />THAN 1'-6".(IN WHICH <br />CASE, FILL W/GRAVEL <br />OR SAND) <br />TYP RIPE AND CONDUIT PENETRATIONS <br />THROUGH FOOTING <br />SUBGRADE, SOG, <br />AND REINF PER <br />TYP DTLS <br />TYP INTERIOR THICKENED SLAB <br />TYP CJ: 'T'/4 (1 1/4" MIN) DEPTH TYP REINF <br />SAW CUT OR FORMED SLOT 3@15" O/C E.W. <br />1 3/4"CLR <br />TYP CONTROL JT <br />AND SUBGRADE - �W <br />VAPOR BARRIER <br />PER ARCH <br />SUBGRADE PREP PER SN -L —III 6„ MIN CAPILLARY <br />BREAK PER SN <br />TYP SLAB <br />CHAMFER PER ARCH <br />a FIN GRADE PER ARCH <br />POST PER PLAN <br />& TYP DTLS. <br />CONT LONG REINF PER <br />SCHED <br />a <br />a <br />CONT 1 1/2"x2" KEY OR <br />ROUGHEN <br />a <br />a00 <br />�1 <br />(2) #4 CONT, 3" CLR <br />TYP THICKENED SLAB EDGE <br />MOTES <br />1. UNLESS A JOINTING PLAN IS PROVIDED, PLACE CONTROL JOINTS AND CONST JOINTS AT <br />NO MORE THAN 12 -0" O/C, EW. ALIGN JOINTS WITH COLS AND SLAB CORNERS WHERE <br />POSSIBLE. <br />2. CUT CJ's AFTER CONC HAS SUFFICIENTLY HARDENED TO PREVENT SPALLING OR <br />TEARING BUT NO MORE THAN 12 HOURS AFTER POUR. <br />3. SUBMIT A SLAB PLAN SHOWING CONTROL &CONSTRUCTION JOINT LAYOUT AND POUR <br />SEQUENCE FOR APPROVAL (EXCEPT WHERE PROVIDED). <br />4. THE SUBGRADE SHOWN ABOVE SHALL BE THE MINIMUM REQUIRED AT ANY LOCATION. <br />5. SEE SPEC AND ARCH/MECH/CIVIL DRAWINGS FOR SLAB EXTENTS, SLOPES, STEPS, <br />DRAINS, ELEVATIONS, CHAMFERS, FINISHES AND OTHER RELATED INFORMATION. <br />MAINTAIN MIN THICKNESS PER PLAN THROUGHOUT. <br />6. WHERE SINGLE PENETRATION (OR COMBINED GROUPING OF MULTIPLE PENETRATIONS, <br />SUCH AS AT GROUPS OF PIPES OR CONDUIT) LARGER THAN U-10" ANY DIRECTION, <br />PROVIDE ADD'L #3 EA SIDE EXTENDING 18" MIN BEYOND THE PENETRATION EXTENTS. <br />7. AT INT CORNERS, PROVIDE (2) ADD'L 3x36" @ 2" O/C, PLACED AT 45-DEG AND 2" CLR TO <br />THE INT CORNER OF SOG. <br />S. SIM AT EXT SOG's/SIDEWALKS AROUND BLDG, EXCEPT OMIT VAPOR BARRIER, REDUCE <br />CJ SPACING TO 10'-0" O/C MAX, PROVIDE AIR ENTRAINMENT PER SN. <br />9. A FIBER ADDITIVE IS REQUIRED FOR ALL INTERIOR SLABS THAT WILL BE EXPOSED <br />FINISHED FLOOR. SEE SPECIFICATIONS <br />HOLDOWN <br />ROD <br />DIA <br />EMBEDDED <br />WASHER (MIN) <br />de <br />HDU-2,4,5 <br />5/8" <br />1/2 x 1-3/4 x 1--3/4 <br />10° <br />NOTES <br />1. HOT DIP GALVANIZE (OR USE APPROVED SLEEVE) ALL <br />HOLDOWN ANCHORS TO PREVENT CONTACT W/ PT WOOD AT <br />OTTOM OF FTG. OR SILL. <br />SICKENED SLAB 2. )INHERE REQ'D TO SATISFY'de' MINIMUMS PER SCHED, THE <br />FTG DEPTH AND/OR WIDTH SHALL BE LOCALLY EXTENDED AS <br />SHOWN. DEEPENED AND/OR WIDENED FTG SECTION SHALL <br />EXTEND V-0" MIN (PARALLEL TO WALL) EA WAY FROM <br />HOLDOWN, BEYOND WHICH THE TRANSITION BETWEEN TYP <br />FTG AND LOCALLY EXTENDED FTG SHALL BE SLOPED AT <br />1H:1V, <br />3. ALIGN HOLDOWNS TO CONTINUOUS FULL -HT KING STUDS - <br />DO NOT LAP ONTO HEADER OR CRIPPLE STUDS. SEE HEADER <br />DETAIL FOR ADD'L INFO. <br />i <br />a <br />LOCATE CONTROL JT AT SECTION <br />WITH TYP SOG THICKNESS (NOT <br />OVER TSF). LOCATE ON SIDE OF <br />FTG TO BE COVERED BY FLOOR <br />FINISHES WHERE POSSIBLE. <br />SOG EDGE <br />SEE NOTE 7 <br />TYP INT SLAB CORNER ADD . REINF <br />HOLDOWN AND <br />SWEP PER PLAN, <br />TYP <br />vi <br />F- <br />Lu <br />Mr <br />LID <br />I0 <br />00 <br />-� <br />Y�? <br />s <br />C <br />Ccu q <br />¢cu <br />r <br />CO <br />\a <br />LL^ <br />a- "a <br />,.Iq <br />v <br />qii <br />Li y <br />1 <br />CO <br />Enclosing Verlfy Scale: <br />Enclosing box measures 1/2 inch tall x 21/2 inch wide <br />when drawings are printed at full scale. <br />DigE= -Seal <br />Applied to PDF <br />© copyright KW-. 201 i <br />