|
SYMBOLS -
<br /> ABBREVIATIONS �
<br /> ,,T. ,
<br /> REFERENCE SYMBOLS PLAN SYMBOLS MATERIAL SYMBOLS
<br /> DETAIL/SECTION (E) EXISTING edh HOOK DEVE�OPMENT LENGTH "
<br /> (N) NEW LVL LEVEL
<br /> & AND L.L.B.B. LONG LEG BACK TO BACK
<br /> X SECTION LETTER CONCRETE FI�L � AT LL.H. LONG LEG HORIZONTAL ,
<br /> XXXX XX — DRAWING SHEET NUMBER WHERE A.A. ADHESIVE ANCHOR L.L.V. LONG LEG VERTICAL
<br /> � NATIVE, UNDISTURBED SOIL A.B. ANCHOR BOLT L.P. LOW POINT
<br /> SECTION LOCATED, HYPHEN CONCRETE SLAB OR WALL ���/��/��/�� ABV. ABOVE LOC'N LOCATION
<br /> INDICATES SAME SHEET SHOWN IN SECTION
<br /> ADD'� ADDITIONAL LONGIT. LONGITUDINAL
<br /> LINE OF SECTION CUT . -��;� . COMPACTED FILL PER GEOTECH REPORT ADH. ADHESIVE es LAP SPLICE LENGTH
<br /> _4�.�-.�o I=I I I=I I I=I I LT uGHT
<br /> ��-��>� R� : ' — SHOWN IN SECTION AQJ. ADJACENT
<br /> ��� "� ����� AGGR. AGGREGATE LW.C. LIGHTWEIGHT CONCRETE _;.
<br /> �'�';'-� � EXTENT TO EDGE OF SLAB � ROCK FILL, GRAVEL AL. ALUMINUM MAX. MAXIMUM ,�
<br /> DIRECTION OF VIEW DRAWING SHEET NUMBER WHERE OR WA��, TYP. � � SHOWN IN SECTION ALT. ALTERNATE M.B. MACHINE BOLT ,,�
<br /> DETAIL/SECTION IS USED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MEZZ. MEZZANINE
<br /> SINGLE ARROW INDICATES ° CONCRETE (NEW) APPROX. APPROXIMATE MECH. MECHANICAL
<br /> DETAIL EDGE OF CONCRETE � o a PLAN OR SECTION ARCH. RCHITECTURAL M.E.P. MECHANICAL, ELECTRICAL and PLUMBING
<br /> ASTM AMERICAN SOCIETY for TESTING and MATERIALS DRAWINGS
<br /> BTWN BETWEEN MTL METAL
<br /> X — SECTION LETTER CONCRETE (EXISTING) MANUF. MANUFACTURER
<br /> XXXX XXXX - DRAWING SHEET NUMBER WHERE BEAM DESIGNATIONS PLAN OR SECTION BLDG BUILDING
<br /> BLKG BLOCKING MIN. MINIMUM
<br /> SECTION LOCATED, HYPHEN BRICK OR CONC. MASONRY EXISTING BLW BELOW MISC. MISCELLANEOUS
<br /> INDICATES SAME SHEET � B_��� BM CALLOUT, SEE SCHED. � � BM, BMS BEAM, BEAMS MTD MOUNTED
<br /> LINE OF SECTION CUT ' PLAN OR SECTION N NORTH
<br /> B.N. BOUNDARY NAILING
<br /> STEEL : AS NOTED B.O. FTG BOTTOM OF FOOTING N.F. NEAR FACE
<br /> PLAN OR SECTION B.O. CONC. BOTTOM OF CONCRETE N.I.C. NOT IN CONTRACT �
<br /> BEAM—COLUMN MOMENT CONNECTIONS B.O. STL BOTTOM OF STEEL N.S. NEAR SIDE
<br /> :� �'
<br /> DIRECTION OF VIEW DRAWING SHEET NUMBER WHERE � METAL PLATE BOT. BOTfOM N.T.S. NOT TO SCALE ,
<br /> � � BRB BUCKLING—RESTRAINED BRACE N0. or � NUMBER
<br /> DETAIL/SECTION IS USED =�� MOMENT RESISTING BEAM— FLOORING BRG BEARING NOM. NOMINAL (DIAMETER)
<br /> COLUMN CONNECTION, B.S. BOTH SIDES N.W.C. NORMAL WEIGHT CONCRETE �
<br /> DETAIL NUMBER H�� SEE DETAILS CONC. MASONRY (NEW) ,
<br /> ��� PLAN OR SECTION C CHANNEL O.C. ON CENTER
<br /> DRAWING SHEET NUMBER WHERE CL CENTERLINE O.D. OUTSIDE DIAMETER
<br /> DETAIL LOCATED, HYPHEN WOOD FRAMING C.I.P. CAST—IN—PIACE O.H. OPPOSITE HAND
<br /> C.J. CONTROL JOINT OPNG OPENING
<br /> INDICATES SAME SHEET SHEAR CONNECTIONS � CJP COMPLETE JOINT PENETRATION OPP. OPPOSITE
<br /> X WOOD BLOCKING CLG CEILING O.W.S.J. OPEN WEB STEEL JOIST
<br /> TYPICAL SHEAR CONNECTION CLR CLEAR P.A.F. POWDER ACTUATED FASTENERS
<br /> XXXX XXXX ��� AREA OF DETAIL � CMU CONCRETE MASONRY UNIT PL. PLATE
<br /> I �'��— H`� COL. COLUMN PC., PCS. PIECE, PIECES
<br /> � � ❑—� -- PLYWOOD IN SECTION CONC. CONCRETE PERP. PERPENDICULAR
<br /> �._, ,
<br /> DRAWING SHEET NUMBER WHERE �� CONN. CONNECTION PLYWD PLYWOOD
<br /> DETAIL USED CONSTR. CONSTRUCTION P.P. PARTIAL PENETRATION
<br /> CONT. CONTINUOUS PJP PARTIAL JOINT PENETRATION ,
<br /> DETAIL PLAN OR ELEVATION BEAM—BEAM MOMENT CONNECTION CTR CENTER PLF POUNDS PER LINEAR FOOT
<br /> DBL. DOUBLE PSF POUNDS PER SQUARE FOOT
<br /> �- --- -,�AREA OF ENLARGED BEAM TO BEAM MOMENT D.C. DEMAND CRITICAL PSI POUNDS PER SQUARE INCH
<br /> DK, DKG DECK, DECKING PR PAIR
<br /> ( ' PLAN OR ENLARGED `r--/ � CONNECTION DEMO. DEMOLITION PT POINT
<br /> � � ELEVATION DET., DETS DETAIL, DETAILS PTN PARTITION �
<br /> � � DIAG. DIAGONAL R.O. ROUGH OPENING
<br /> I J SECTION LETTER WELDED TUBE CONNECTIONS DIA. or � DIAMETER R or RAD. RADIUS
<br /> �.,_. __ __ X DRAWING SHEET NUMBER WHERE DIM., DIMS DIMENSION, DIMENSIONS REBAR, REINF. REINFORCING BAR '.
<br /> �DETAIL/SECTION LOCATED, HYPHEN cn WELDED TUBE TO TUBE DIST. DISTANCE REF. REFERENCE -�"�'
<br /> XXXX XXXX �n HSS DN DOWN REQ'D REQUIRED
<br /> INDICATES SAME SHEET = CONNECTION
<br /> SINGLE ELEVATION DRAWING SHEET NUMBER WHERE DSL DIMENSIONA�LY STABLE LUMBER REV. REVISE or REVISION
<br /> DWL, DWLS DOWEL, DOWELS RFG ROOFING
<br /> DETAIL/SECTION IS USED SS WELDED TUBE TO WIDE—FLANGE DWG, DWGS DRAWING, DRAWINGS R.S.P. ROLLED STEEL JOIST '
<br /> � CONNECTION EA. EACN S.A.D. SEE ARCHITECTURAL DRAWINGS �
<br /> X SECTION LETTER E.A. EXPANSION ANCHOR SCHED. SCNEDULE
<br /> E.F. EACN FACE S.D.S. SELF DRILLING SCREW
<br /> XXXX XXXX - DRAWING SHEET NUMBER WHERE COLUMNS E.S. EACH SIDE SECT. SECTION
<br /> SECTION LOCATED, HYPHEN WIDE—FLANGE COLUMN, SEE E.W. EACH WAY SHT SHEET
<br /> INDICATES SAME SHEET = COLUMN SCHEDULE ELEC. ELECTRICAL SHTG SHEATHING
<br /> EL., ELEV. ELEVATION SIM. SIMILAR
<br /> DRAWING SHEET NUMBER WHERE ❑-�--�_ EMBED. EMBEDMENT SL. SLOPE
<br /> SECTION IS USED HSS COLUMN, SEE COLUMN E.N. EDGE NAILING S.M.S. SHEET METAL SCREW
<br /> GRID LINES SCHEDULE
<br /> E.O. EDGE OF S.M.G. SLAB ON GRADE ,
<br /> EQ. EQUAL SPEC., SPECS SPECIFICATION, SPECIFICATIONS
<br /> SLAB OPENING EQUIP. EQUIPMENT SQ. SQUARE
<br /> LIMITS OF SLAB OPENING E.J. EXPANSION JOINT S.S. STAINLESS STEEL .
<br /> EV. EVERY SSH SHORT S�OTI-ED HOLES
<br /> EXC. EXCAVATION STAGG. STAGGER OR STAGGERED
<br /> + EXP. EXPANSION STD STANDARD
<br /> EXT. EXTERIOR STIFF. STIFFENER
<br /> BRACED FRAME F.F. FAR FACE STIRR. STIRRUP
<br /> FDN, FNDN FOUNDATION STL STEEL
<br /> FIN. FINISH STRUCT. STRUCTURAL
<br /> �..� FLR, FLRS FLOOR, FLOORS SUB. SUBSTITUTE
<br /> LEVEL LINE —.Y �-��� F.N. FIELD NAILING SUSP. SUSPENDED
<br /> DIAGONAL BRACE ABOVE LEVEL F.O. FACE OF SYMM. SYMMETRY OR SYMMETRICAL
<br /> SECOND FLOOR F.O.C. FACE OF CONCRETE T&B TOP AND BOTTOM °
<br /> - E�. 123'-0" DIAGONAL. BRACE BELOW LEVEL F.O.S. FACE OF STUDS THK THICK
<br /> DIAGONAL BRACE F.P. FIREPROOFING THRD THREAD, THREADS OR THREADED
<br /> � INDICATES HEIGHT ABOVE FT FOOT, FEET THRU THROUGH
<br /> DATUM DIAGONAL "KICKER" BRACE FTG, FTGS FOOTING, FOOTINGS T.O. TOP OF
<br /> OR PARAPET BRACE ABOVE OR GA. GAUGE T.O. CONC. TOP OF CONCRETE
<br /> WORK POINT F.S. FAR SIDE T.O. STL TOP OF STEE�
<br /> BELOW BEAM GALV. GALVANIZED, GALVANIZING T.O. SIAB TOP OF SI.AB
<br /> �W•P• GR. GRADE TYP. TYPICAL
<br /> WORK POINT OF CONNECTION, BAR COUPLERS G.W.B. GYPSUM WALL BOARD U.O.N. UNLESS OTHERWISE NOTED
<br /> POINT WHERE FORCES ARE MECHANICAL COUPLER SPLICE H.D.G. HOT—DIPPED GALVANIZED URM UN—REINFORCED MASONRY
<br /> RESOLVED HDR HEADER VERT., (V) VERTICAL i:.
<br /> H.P. HIGH POINT V.I.F. VERIFY IN FIELD ,e��,
<br /> --� REINF. BARS H.S.B. HIGH STRENGTH BOLT W or WF WIDE FLANGE BEAM ,
<br /> HT HEIGHT W� WITH
<br /> REVISION CURRENT REVISION LETTER— HSS HOLLOW STRUCTURAL SECTION W�0 WITHOUT
<br /> X SEE REVISION HISTORY ON HK, HKS HOOK, HOOKS WD WOOD '
<br /> TITLE BLOCK OF EACH SHEET HORIZ., (H) HORIZONTAL W.J. WORK POINT
<br /> I.D. INSIDE DIAMETER WT WIDE TEE
<br /> INFO. INFORMATION WWR WELDED WIRE REINFORCING
<br /> JST, JSTS JOIST, JOISTS X HVY EXTRA HEAVY
<br /> JT JOINT XX HVY DOUBLE EXTRA HEAVY
<br /> L ANGLE X STR. EXTRA STRONG
<br /> 2d DEVELOPMENT LENGTH XX STR. DOUBLE EXTRA STRONG
<br /> ,.;: .,
<br /> MATCH LINE
<br /> �DRAWING WHERE CONTINUATION
<br /> IS FOUND
<br /> MATCH LINE, SEE SHEET XSXX
<br /> FLAG NOTE:
<br /> � De enkolb
<br /> �X SEE CONSTRUCTION NOTES ON EACH SHEET �
<br /> f
<br /> 9 O�/o S U B M I TTA L DEGENKOLB ENGINEERS
<br /> 600 University Street, Suite 720
<br /> BOAT N OTE: I S S U E D F O R P E R M I T Seattle,WA 98101 Y
<br /> 206.262.9240 Phone
<br /> � SEE GENERAL NOTES ON EACH SHEET 7
<br /> 12.�0. � ( 206.262.9346 Fax
<br /> www.degenkolb.com
<br /> Project No.: 87735010.00
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED oaTE ACCEPTABILITY DRAWN DATE SUBTITLE CURRENT REVISION SYMBO� DATE
<br /> . k��'����--��'d� THIS DESIGN AND/OR CHECKED SYMBOLS AND ABBREVIATI�NS 21666189 A � 2.2o.i �
<br /> A 767 LONG LOAD PROGRAM 21666189 DEG KPS 12.20.17 �i�;y
<br /> ��'���� `'` ��`��' �., SPECIFICATION IS APPROVED sHEEr �
<br /> � � ° ���� � ,. `���i�'� APPROVED BY DEPT. DATE ENGINEER TITIE � �
<br /> BOE,H� �, �� {x,�� CHECKED �2 B
<br /> �� �� � �
<br /> ��
<br /> B U I LD I N G 40-033 �oe No. 21666189 COMP N A4872985
<br /> a ,���_
<br /> `� 'F ` �° � APPROVED
<br /> e�')-�» i r e� *'r� ���i .
<br /> ���� �'�`���� �� APPROVED DWG N0.
<br /> STRUCTURAL MASTER EVERETT, WA 40-033—S2B
<br />
|