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KEY TO ABBREVIATIONS <br />AB <br />ANCHOR BOLT <br />ADDL <br />ADDITIONAL <br />L <br />ANGLE <br />ADJ <br />ADJACENT <br />LLH <br />LONG LEG HORIZONTAL <br />AFF <br />ABOVE FINISH FLOOR <br />LLV <br />LONG LEG VERTICAL <br />ARCH <br />ARCHITECTURAL, ARCHITECT <br />LOC <br />LOCATION <br />ASD <br />ALLOWABLE STRESS DESIGN <br />MB <br />MACHINE BOLT <br />BLKG <br />BLOCKING <br />MECH <br />MECHANICAL <br />BM <br />BEAM <br />MFR <br />MANUFACTURER <br />BNDY <br />BOUNDARY <br />MIW <br />MALLEABLE IRON WASHER <br />BOT <br />BOTTOM <br />INS <br />NEAR SIDE <br />BRG <br />BEARING <br />NTS <br />NOT TO SCALE <br />BS <br />BOTH SIDES <br />NWT <br />NORMAL WEIGHT <br />BTWN <br />BETWEEN <br />0/ <br />OVER <br />BU <br />BUILT UP <br />OC <br />ON CENTER <br />CIP <br />CAST IN PLACE <br />O.F. <br />OUTSIDE FACE <br />CJ <br />CONSTRUCTION/CONTROL JOINT <br />OPP <br />OPPOSITE HAND <br />CL <br />CENTERLINE <br />OSB <br />ORIENTED STRAND BOARD <br />CLG <br />CEILING <br />PC <br />PRE -CAST <br />CLR <br />CLEAR <br />PDF <br />POWER DRIVEN FASTENERS, PAF <br />CMU <br />CONCRETE MASONRY UNIT <br />PAF <br />POWER ACTUATED FASTENERS, PDF <br />COL <br />COLUMN <br />PERP <br />PERPENDICULAR <br />CONC <br />CONCRETE <br />PL <br />PLATE <br />CONN <br />CONNECT, CONNECTION <br />PL F <br />POUNDS PER LINEAR FOOT <br />CONT <br />CONTINUOUS <br />PNL <br />PANEL <br />CSK <br />COUNTERSINK <br />PE, PRE-ENGR <br />PRE-ENGINEERED <br />CTR <br />CENTER <br />PROV <br />PROVIDE <br />CVR <br />COVER <br />PW <br />PLYWOOD <br />DIA <br />DIAMETER <br />REF <br />REFERENCE <br />ELEV <br />ELEVATION <br />REINF <br />REINFORCE, REINFORCEMENT <br />EMB <br />EMBEDMENT <br />REQ'D <br />REQUIRED <br />ENGR <br />ENGINEER <br />RF <br />ROOF <br />EQ <br />EQUAL/EQUIVALENT <br />SCHEID <br />SCHEDULE <br />EOUIV <br />EQUIVALENT <br />SHTG <br />SHEATHING <br />ES <br />EACH SIDE <br />SIM <br />SIMILAR <br />EW <br />EACH WAY <br />SIMP <br />SIMPSON STRONG -TIE <br />(E), EX, EXIST <br />EXISTING <br />SOG <br />SLAB ON GRADE <br />EXP <br />EXPANSION <br />SPCG <br />SPACING <br />EXT <br />EXTERIOR <br />SQ <br />SQUARE <br />FDN <br />FOUNDATION <br />STIFF <br />STIFFENER <br />FF <br />FINISH FLOOR <br />SW <br />SHEARWALL <br />FFE <br />FINISH FLOOR ELEVATION <br />T&G <br />TONGUE AND GROOVE <br />FOC <br />FACE OF CONCRETE <br />THK <br />THICK <br />FOM <br />FACE OF MASONRY <br />THRD <br />THREADED <br />FOS <br />FACE OF STUD <br />T.O. <br />TOP OF <br />FS <br />FAR SIDE <br />TOC <br />TOP OF CONCRETE <br />FTG <br />FOOTING <br />TOF <br />TOP OF FOOTING <br />GA <br />GAGE <br />TOPL <br />TOP OF PLATE <br />GALV <br />GALVANIZED <br />TOS <br />TOP OF STEEL <br />GC <br />GENERAL CONTRACTOR <br />TOW <br />TOP OF WALL <br />GL <br />GLUE LAMINATED <br />TRANS,TRANSV <br />TRANSVERSE <br />GLB <br />GLUE LAMINATED BEAM <br />TRTD <br />TREATED <br />GWB <br />GYPSUM WALL BOARD <br />TS <br />TUBE STEEL (HSS) <br />HGR <br />HANGER <br />TYP <br />TYPICAL <br />HSS <br />HOLLOW STEEL SECTION <br />UNO <br />UNLESS NOTED OTHERWISE <br />HT <br />HEIGHT <br />W/ <br />WITH <br />I.F. <br />INSIDE FACE <br />W/0 <br />WITHOUT <br />INT <br />INTERIOR <br />WF <br />WIDE FLANGE <br />JNT <br />JOINT <br />WHS <br />WELDED HEADED STUD <br />JST <br />JOIST <br />WTS <br />WELDED THREADED STUD <br />K, KIPS <br />KIPS-1000 LBS <br />WWF <br />WELDED WIRE FABRIC <br />TYPICAL BOLLARD <br />11/ 11_o11 <br />%" SAWCUT x 1/5 SLAB THICKNESS -1)/4' <br />— <br />MIN - SAWCUT MUST BE MADE WITHIN 4 <br />TO 12 HOURS AFTER CONCRETE <br />HARDENS BLADES SHALL NOT BE BLUNT <br />AS TO CAUSE CHIPPING OF CONC - <br />PROVIDE JOINT SEALANT PER <br />SPECIFICATIONS - INSTALL PER MFR <br />RECOMMENDATIONS <br />FT <br />_I 11-1 I hI 11=1 I I..I I I -1 I I^I 11-1 11-1 I hI I ICI <br />SLAB REINF <br />ACROSS JOINT <br />TYPICAL CONTROL JOINT <br />/4 I In A I -L <br />GREASED SMOOTH <br />DOWEL AT 12" O.C. AT <br />CL SLAB <br />TYPICAL CONSTRUCTION JOINT <br />EXCAVATION PIPE SLEEVE <br />I_ 1- ° I 4 <br />_ ° q <br />'II �a III <br />� q [j' <br />a. a A <br />— a <br />-II III 4 xw-0 <br />LU<Q <br />CLQQ q4 q... <br />o a u,- <br />2�IIIII �o IIIII� <br />II IIII� ��=IIIIiI <br />PIPE PARALLEL TO to - <br />WALL _ <br />II I I—h—I I I_I <br />NO EXCAVATION FOR PIPE �1 1 <br />OR DUCTS PARALLEL TO FTG <br />BELOW THIS LINE STEP AS <br />REQ'D COMPACTED STRUCTURAL <br />FILL OR LEAN CONCRETE AT <br />G.C, OPTION <br />TYPICAL DETAIL OF PIPE AT CONCRETE <br />FOOTING <br />SECTION <br />f1 ,8 <br />ADDITIONAL #3 x 4'-0" ALL SIDES <br />OF OPENING <br />SPREAD REINF TO CLEAR <br />OPENING CUT W.W.F. AS <br />REQ'D <br />REINFORCING SHOWN IS FOR - <br />EACH FACE OF WALL OR SLAB <br />THICKNESS GREATER THAN 6" <br />- AT WALL OR SLABS 6" OR <br />LESS PLACE REINFORCING AT <br />CL <br />TYPICAL REINFORCING AT OPENINGS <br />LESS THAN 1281 IN CONIC WALL CAR SLAB <br />REINFORCING SHOWN IS FOR <br />EACH FACE OF WALL OR SLAB <br />THICKNESS GREATER THAN 6" <br />- AT WALL OR SLABS 6" OR <br />LESS PLACE REINFORCING AT <br />CL <br />PROVIDE REINF AROUND OPENINGS TO <br />REPLACE NORMAL REINF INTERRUPTED BY <br />OPENING - USE AN AMOUNT ON EA EDGE <br />EQUAL TO \ THE AMOUNT OF INTERRUPTED <br />NORMAL REINF IN THE DIRECTION PARALLEL TO <br />THAT EDGE - MIN <br />(1) #5 X 4'-0" EA CORNER TYP <br />- O <br />2141 <br />TYP o <br />TYPICAL REINFORCING AT <br />OPENINGS GREATER THAN 12" IN <br />CONC WALL CAP SLAB <br />111 � <br />1 9-®11 <br />1 of 11-011 <br />1 1/2" CLR <br />MIN 180-DEGREE <br />48 x BAR DIA (15" <br />HOOK - LAP 48 x BAR <br />MIN) TYP ALL <br />DIA HORIZ REINF <br />CORNER BARS <br />s <br />— — — — <br />#8 SCREWS AT 24`° O.G. <br />O <br />- A7 LOCATIONS WHERE WALL DOES <br />® <br />_ <br />EACH END AT DECK <br />NOT ALIGN W/ DECK VALLEY - <br />VALLEY EACH SIDE OF <br />PROVIDE 16ga PL ABOVE WALL <br />WALL <br />p I PLACECC <br />LAP 24 DIA W1 <br />ALTER- <br />O <br />HORIZ REINF <br />NATING <br />0 <br />< <br />CORNER <br />x <br />BARS <br />CONN AT MISALIGNED DECK <br />< <br />AS <br />z., <br />Q0 I- <br />5H®V`JN <br />— FASTEN TRACK TO <br />DECK WI%" DIA PUDDLE <br />WELDS AT 24" O.C. <br />I <br />OADD'L <br />16ga CONT <br />TRACK ABV WALL <br />ORIENTED PARALLEL TO <br />NOTES: <br />WALL <br />WALL SHOWN - <br />DECK PERPENDICULAR TO WALL <br />1. VERTICAL REINFORCEMENT SHOWN IS ADDITIONAL <br />STUD TRACK TO <br />STUD WIDTH <br />SIMILAR <br />IF NORMAL REINFORCEMENT IS NOT 1N PROPER <br />LOCATION. <br />- 48 x BAR DIA <br />(15" MIN) TYP <br />MATCH STUD GA <br />O <br />PLUS 1/81, <br />2. CORNER BARS ARE SAME SIZE AND SPACING AS <br />SPLICE UNO <br />HORIZONTAL REINFORCEMENT. <br />3. 90-DEGREE HOOKS MAY BE SUBSTITUTED FOR <br />TYPICAL CONN TO ROOF DECK <br />CORNER BARS. SEE NOTE #5, <br />4. REINFORCEMENT AT ALL WALL CORNERS, ENDS, <br />_ <br />0,145" DIA POWDER ACTUATED <br />AND INTERSECTIONS SHALL BE FABRICATED AND <br />FASTENERS AT 24" O.C. <br />PLACED IN ACCORDANCE WITH APPROPRIATE <br />DETAIL SHOWN. <br />5, USE ACI MINIMUM 90-DEGREE HOOK FOR <br />x x x x x <br />EMBEDMENT LESS THAN 48 x BAR DIAMETERS <br />PAST FACE OF WALL. <br />6. CONCRETE WALLS SHOWN, MASONRY WALLS <br />O <br />ADD'L 16ga CONT <br />SIMILAR. <br />TRACK ABV WALL <br />7, WALL DETAILS SHOWN, FOOTING DETAILS SIMILAR. <br />STUD TRACK TO — <br />STUD WIDTH <br />® <br />MATCH STUD GA <br />PLUS 1181, <br />PLAN VIEW - TYPICAL <br />REINFORCEMENT PLACING <br />TYPICAL CONN TO FLOOR DECK <br />RETAIL <br />OR PRE -CAST ROOF/FLOOR PLANK <br />SECTION <br />SECTION <br />1 11 1 1- 11 <br />17 1 /- 11 <br />REINFORCING SAME SIZE <br />AND SPACING AS LONGIT <br />FOOTING REINF - LAP 2'-0" <br />MIN W/ LONGITUDINAL <br />FOOTING REINF <br />TILT UP PANEL -- <br />4'-0" MIN <br />X p <br />Y4" MIN ° <br />2" MAX a <br />Q' 4 I)�� Z2 <br />q .1.- 14 a <br />TYPICAL LONG FTG REINF <br />FIRM UNDISTURBED SOIL <br />TYPICAL STEPPED FOOTING <br />AT TILT -UP WALLS <br />FOOTING THICKNESS PER -' <br />PLAN AND DETAILS <br />MIN DIMENSION SAME AS <br />FTG THICKNESS <br />FORM AND GROUT VERT <br />PANEL JOINT BELOW GRADE <br />DECK PENETRATION 16" <br />DIA (OR 16" x 16") OR <br />LESS <br />L3x3xY4 EASIDE OF <br />PENETRATION <br />EXTEND 2'-0" BEYOND <br />PENE EA SIDE <br />/z 5✓1/ I vIatau1-. dV"emu <br />AT EA DECK VALLEY - <br />TYP <br />CL DECK SUPPORTS TYPICAL OPENINGS IN METAL CHECK LESS <br />THAN 1641 DIA (OR 16" x <br />8' 0" MAX <br />I <br />SUPPORT MEMBER <br />I <br />L5x5x5t'i6� <br />i <br />NOTE: <br />AT CONTRACTOR'S <br />OPTION: OMIT COPED <br />LEG AND BUTT WELD <br />L4x4 TO L5x5 <br />DECK --� <br />PENETRATION <br />3116 <br />TYPICAL OPENINGS IN METAL DECK <br />GREATER THAN 16" DIA (OR 16" x .16" <br />SECTION <br />COPE ONE LEG AND <br />BEND AS SHOWN - TYP - SUPPORT MEMBER <br />L4x4x% <br />I <br />I <br />- a <br />i <br />I <br />r <br />3/16 <br />—� TYP <br />C <br />D <br />co <br />CD <br />0 <br />C) <br />LL'' <br />0 <br />cv <br />�i <br />U <br />Uj <br />c� <br />v <br />U <br />SUPPORT <br />MEMBER t > <br />COPES <br />BOTTOM._ <br />LEG <br />v) <br />C) <br />ra <br />6 <br />TACONIA SEATTLE SPOKANE TRI-CITIES <br />I <br />2215 North 30th Street, Suite 300 Tacoma, WA 98403 <br />In <br />253,383.2422 TEL 253.383,2572 EAx �^nmw ahbl.com WEB <br />