Laserfiche WebLink
FOR KNEE BRACE: 2x6 BLKG <br />@ U-0" OC W/ (4) 3d TO PLY & <br />(2)10d END NAILS EA END <br />r <br />2x4 <br />EA. <br />I�a1�1i►,l�Z�/��_�i1�IIdCe <br />(2) '16d END NAILS EA OUTLOOKER <br />24" M I N <br />2 MIN <br />1 <br />AA <br />ALL AROUND <br />AB <br />ANCHOR BOLT <br />ADDL <br />ADDITIONAL <br />ALT <br />ALTERNATE <br />ANCH <br />ANCHOR(ANCHORAGE) <br />ARCH <br />ARCHITECT, ARCHITECTURAL <br />ATR <br />ALL -THREAD ROD <br />BB <br />BOND BEAM <br />BF <br />BOUNDARY FASTENING (PER DTLISCHED) <br />BFE <br />BOTTOM OF FOOTING ELEVATION <br />BLDG <br />BUILDING <br />BLKG <br />BLOCKING <br />BM <br />BEAM <br />BN <br />FLOOR/ROOF BOUNDARY NAILING <br />BOD <br />BOTTOM OF DECK <br />BOT <br />BOTTOM <br />BRG <br />BEARING <br />BSMT <br />BASEMENT <br />BTWN <br />BETWEEN <br />C-C or C/C <br />CENTER -TO -CENTER <br />CANT <br />CANTILEVER <br />CBORE <br />COUNTERBORE <br />CFS <br />COLD FORMED STEEL <br />CIP <br />CAST IN PLACE <br />CJ or CJT <br />CONTROL JOINT <br />CJP <br />COMPLETE JOINT PENETRATION <br />CL <br />CENTERLINE <br />CL G <br />CEILING <br />CLR <br />CLEAR <br />CMU <br />CONCRETE MASONRY UNIT <br />COL <br />COLUMN <br />COMP <br />COMOSITE <br />CONC <br />CONCRETE <br />CONN <br />CONNECTION <br />CONSTR <br />CONSTRUCTION <br />CONSTR JT <br />CONSTRUCTION JOINT <br />CONT <br />CONTINUOUS, CONTINUED <br />CONTR <br />CONTRACTOR <br />CSINK <br />COUNTERSINK <br />CTR <br />CENTER <br />— 10d @ 6"OC & SIDS 1/4"X3-1/2" EA OUTLOOKER <br />D <br />DEPTH <br />DAHB <br />DOWEL ALL HORIZONTAL BARS <br />PER ARCH (24" MAX) <br />DAVB <br />DOWEL ALL VERTICAL BARS <br />DBC <br />DESIGNED BY CONTRACTOR <br />DBL <br />DOUBLE <br />DEG <br />DEGREES <br />LET or DTL <br />DETAIL <br />DIA <br />DIAMETER <br />FASCIA PER ARCH <br />DIAG <br />DIAGONAL <br />DIAPH <br />DIAPHRAGM <br />DIM <br />DIMENSION <br />DL <br />DEAD LOAD <br />DN <br />DOWN <br />DO <br />DITTO (SAME AS ABOVE or ADJACENT) <br />FLAT 2x6 OUTLOOKER aG 24" OC, <br />DS <br />DRAG STRUT <br />NOTCH INTO GABLE END TRUSS <br />DWG <br />DRAWING <br />W/ 2x6 TOP CHORD OR <br />DWLS <br />DOWELS <br />DOUBLED UP 2X4 TOP CHORD <br />E <br />EAST <br />(E) or EXIST <br />EXISTING <br />— GABLE END TRUSS <br />EA <br />EACH <br />BRACED AS SHOWN <br />EA END <br />EACH END <br />IBF, TYP TO TRUSS <br />GABLE , INSTALL <br />—� III AND DB TOP PLATES <br />MFR INSTRUCTIONS <br />OURTH <br />NN <br />EF <br />EDGE FASTENING (PER SCHED) <br />EL or ELEV <br />ELEVATION (or ELEVATOR) <br />ELEC <br />ELECTRICAL <br />EN <br />WALL EDGE NAILING <br />EPS <br />EXPANDED POLYSTYRENE <br />EQ <br />EQUAL <br />EQ SP <br />EQUALLY SPACED <br />EQUIP <br />EQUIPMENT <br />ERECT <br />ERECTION <br />EW <br />EACH WAY <br />EXP <br />EXPANSION <br />EXP ANCH <br />EXPANSION ANCHOR <br />EXP BOLT <br />EXPANSION BOLT <br />EXP JT or EJ <br />EXPANSION JOINT <br />EXT <br />EXTERIOR <br />FB <br />FLAT BAR <br />FD <br />FLOOR DRAIN <br />FDN <br />FOUNDATION <br />FF <br />FIELD FASTENING (PER SCHED) <br />or FINISHED FLOOR <br />FIN <br />FINISH <br />FLR <br />FLOOR <br />FMG or FRMG <br />FRAMING <br />FS <br />FAR SIDE <br />FT <br />FOOT (FEET) <br />FTG <br />FOOTING <br />GA <br />GAUGE <br />GALV <br />GALVANIZED <br />GB <br />GRADE BEAM <br />GC <br />GENERAL CONTRACTOR <br />GEO <br />GEOTECHNICAL ENGINEER <br />GL <br />GLULAM <br />GLB <br />GLULAM BEAM <br />GS <br />GRIND SMOOTH <br />GWB <br />GYPSUM WALLBOARD <br />HDG <br />HOT -DIP GALVANIZED <br />HDR <br />HEADER <br />HK <br />HOOK <br />HNGR <br />HANGER <br />HORIZ or (H) <br />HORIZONTAL <br />HSS <br />HOLLOW STRUCTURAL SECTIONS <br />HT or H <br />HEIGHT <br />ID <br />INSIDE DIAMETER <br />IF <br />INSIDE FACE <br />IN <br />INCH (INCHES) <br />INT <br />INTERIOR <br />JBE <br />JOIST BEARING ELEVATION <br />JH <br />JOIST HEADER <br />JST <br />JOIST <br />JTorJNT <br />JOINT <br />K <br />KIP (1000 POUNDS) <br />KO <br />KNOCKOUT <br />KW <br />KING -WORKS <br />L <br />ANGLE <br />LB <br />POUND <br />LG <br />LENGTH, LONG <br />LGS <br />LIGHT GAGE STEEL <br />LL <br />LIVE LOAD <br />LLBB <br />LONG LEG BACK-TO-BACK <br />2x6 BLKG W/ (4) 6d TO PLY & <br />(2)10d END NAILS EA END <br />BRACE LOCATIONS <br />(6) 16d <br />LLH <br />LONG LEG HORIZONTAL <br />LLV <br />LONG LEG VERTICAL <br />L OC <br />LOCATION <br />LONG <br />LONGITUDINAL <br />LSL <br />LONG SLOTTED (HOLE) <br />or LAMINATED STRAND LUMBER <br />LT WT <br />LIGHT WEIGHT <br />LVL <br />LAMINATED VENEER LUMBER <br />LW <br />LONG WAY <br />MAS <br />MASONRY <br />MAX <br />MAXIMUM <br />MCJ <br />MASONRY CONTROL JOINT <br />MECH <br />MECHANICAL <br />MEMB <br />MEMBRANE <br />MEZZ <br />MEZZANINE <br />MFR <br />MANUFACTURER <br />MIN <br />MINIMUM <br />MISC <br />MISCELLANEOUS <br />MONO <br />MONOLITHIC <br />MPCWT <br />METAL PLATE CONNECTED WOOD TRUSS <br />MTL <br />METAL <br />(N) <br />NEW <br />N <br />NORTH <br />NIC <br />NOT IN CONTRACT <br />NO <br />NUMBER <br />NS <br />NEARSIDE <br />NSIHS <br />NON -SHRINK HIGH STRENGTH <br />NTS <br />NOT TO SCALE <br />OC or O/C <br />ON CENTER <br />OCBF <br />ORDINARY CONCENTRIC BRACED FRAME <br />OD <br />OUTSIDE DIAMETER <br />OF <br />OUTSIDE FACE <br />OH <br />OVERHEAD <br />OMF <br />ORDINARY MOMENT FRAME <br />OOP <br />OUT -OF -PLANE <br />OPP <br />OPPOSITE <br />OSB <br />ORIENTED STRAND BOARD <br />OVS <br />OVERSIZE <br />OWJ <br />OPEN WEB WOOD CHORD JOIST <br />PAF <br />POWDER ACTUATED FASTENER <br />PAR <br />PARALLEL <br />PC <br />PRECAST <br />PERP <br />PERPENDICULAR <br />PL <br />PLATE <br />PN <br />WALL PLATE NAILING <br />PROJ <br />PROJECT <br />PS-B <br />PANEL SCREWS - TYP BEARING <br />PS-D <br />PANEL SCREWS - DIAPH EDGE <br />PSF <br />POUNDS PER SQUARE FOOT <br />PSI <br />POUND PER SQUARE INCH <br />PSL <br />PARALLEL STRAND LUMBER <br />PT <br />PRESSURE TREATED or POINT <br />PVC <br />POLYVINYL CHLORIDE <br />R <br />RADIUS, REACTION <br />R/W <br />REINFORCED WITH <br />RD <br />ROOF DRAIN <br />REF <br />REFERENCE <br />REINF <br />REINFORCEMENT <br />REQD <br />REQUIRED <br />REV <br />REVERSE, REVISION <br />RF <br />ROOF <br />BRACE BACK TO <br />THIRD TRUSS <br />INWARD, WHERE W <br />IS > 12" @ 4'-0" O/C <br />� I <br />PRIMARY TRUSS PER PLAN (2) SCiWC15600, INSTALL PER <br />Ij MFR INSTRUCTIONS <br />I�I� 2x6 BLKG BETWEEN TRUSS WEBS. POSITION <br />TO ALLOW SDWC SCREW INSTALLATION. <br />USE 10d NAILS @ 6" O/C INTO LEDGER & (2) <br />10d TOE NAILS INTO TRUSS WEBS <br />TYP ROOF PLANE ELEVATION CHANGE <br />1li m 1 011 <br />BN TO BEVELED 2x12 BLKG <br />(DRILL HOLES FOR VENTING <br />PER ARCH) <br />MPCWT PER PLAN, <br />2x6 MIN TAIL <br />10d @ 6" OC (3-MIN) <br />TO MPCWT, BLOCK <br />ALL PLY EDGES <br />EXTEND SHEATHING FULL HT, <br />NO HORN. JOINTS WITHIN HEEL <br />OR TOP V-0" MIN OF WALL <br />I40 <br />-- STRUCTURAL ABBREVIATIONS <br />RO ROUGH OPENING <br />RTU ROOF TOP UNIT <br />S <br />SOUTH <br />SC <br />SLIP CONTROL <br />SCHED <br />SCHEDULE <br />SECT <br />SECTION <br />SEL STIR <br />SELECT STRUCTURAL <br />SF <br />SQUARE FOOT/FEET <br />SHT <br />SHEET <br />SHTG <br />SHEATHING <br />SIM <br />SIMILAR <br />SIP <br />STRUCTURAL INSULATED PANEL <br />SL <br />SNOW LOAD or SLOPING <br />SLBB <br />SHORT LEG BACK-TO-BACK <br />SN <br />STRUCTURAL NOTES <br />SOG <br />SLAB ON GRADE <br />SP @ <br />SPACED AT <br />SPA <br />SPACES <br />SPEC <br />SPECIFICATIONS <br />SPECD <br />SPECIFIED <br />SO <br />SQUARE <br />SSL <br />SHORT SLOTTED (HOLE) <br />STD <br />STANDARD <br />STIFF <br />STIFFENER <br />STIR <br />STIRRUPS <br />STL <br />STEEL <br />STL JST <br />STEEL JOIST <br />STRUCT <br />STRUCTURAL <br />SW <br />SHEARWALL <br />SWEP <br />SHEARWALLENDPOST <br />SYM <br />SYMMETRICAL <br />T&B <br />TOP & BOTTOM <br />TBE <br />TOP OF BEAM ELEVATION <br />TEMP STL <br />TEMPERATURE STEEL <br />TF <br />TRACK FASTENING ( PER TYP DTL) <br />TFE <br />TOP OF FOOTING ELEVATION <br />TL <br />TOTALLOAD <br />TO or TI <br />TOP OF <br />TOB <br />TOP OF BEAM <br />TOS <br />TOP OF SLAB <br />TOW <br />TO OF WALL <br />TRANS <br />TRANSVERSE <br />TSE <br />THICKENED SLAB EDGE <br />TSF <br />THICKENED SLAB FOOTING <br />TYP <br />TYPICAL <br />UNO or LION <br />UNLESS NOTED OTHERWISE <br />VERT or (V) <br />VERTICAL <br />VNR <br />VENEER <br />W <br />WIDTH OR WEST <br />W/ <br />WITH <br />W/0 <br />WITHOUT <br />WF <br />WIDE FLANGE <br />WHS <br />WELDED HEADED STUDS <br />WL <br />WIND LOAD <br />WP <br />WORK POINT <br />WPA <br />WATER PROOFING ADMIXTURE <br />WT <br />WEIGHT <br />WWF <br />WELDED WIRE FABRIC <br />< <br />LESS THAN <br />s <br />EQUAL TO OR LESS THAN <br />> <br />GREATER THAN <br />- <br />EQUALTO <br />BN PER TYP DETAILS <br />P <br />'W6' SHEATHING AND <br />NAILING PER TYP SMEAR <br />WALL SCHEDULE <br />LOW ROOF SHEATHING <br />& BN PER TYP DETAILS <br />2x6 BLKG W/ (4) 6d TO PLY & <br />(2)10d END NAILS OPPOSITE <br />END @ BRACE LOCATIONS. <br />2x6 LEDGER <br />H10A OR SIMPSON <br />SDWC15600 EA TRUSS <br />WALL PER PLAN <br />Uj <br />0 <br />CU v <br />CM <br />m <br />.92 <br />a� U <br />< c� <br />B � <br />cu <br />m o <br />C-q 00 <br />e- r` <br />0 co <br />J Cn <br />M <br />v � <br />e6 <br />< <br />cY) <br />m <br />Verif�lw: <br />Enclosing box measures 112 inch tall x 21/2 inch wide <br />when drawings are printed at full scale. <br />Digital -Seal <br />Applied to PDF <br />Job No: 15060 Date: 8/23/17 <br />File No: <br />Drawn By: DAndersen <br />Checked 6y: JKing <br />Issued for: BID <br />1 <br />a � 1 <br />© copyright KW:2011 <br />