Laserfiche WebLink
COP'YRIGHT NOTICE <br /> N THIS DOCUMENT AND THE INFORMATION HEREIN <br /> D RAW I N G LE G E N D � RELATING TO THE PROJECT ARE AN INSTRUMENT <br /> a, OF SERVICE AND THE COPYRIGHTED PROPERT( OF <br /> �w BOTESCH, NASH AND HALI ARCHITECTS, P.S. NO <br /> «� PART HEREOF SHALL BE COPIED, DUPLICATED, <br /> DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO <br /> MARK DESCRIPTION MARK DESCRIPTION =� OTHERS OR USED TO ANY EXTENT WNATSOEVER, <br /> �� EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING <br /> W'o BY BOTESCH, NASH AND HALL ARCHITECTS, P.S. <br /> F2.0 FOOTING SYMBOL (REFER TO I INDICATES WIDE FLANGE COLUMN N ' <br /> SPREAD FOOTING SCHEDULE) ��' <br /> � <br /> INDICATES HOLLOW STRUCTURAL �� � <br /> P1 PILE CAP SYMBOL (REFER TO ❑ SECTION (HSS) COLUMN OR �� � <br /> 0 PILE CAP SCHEDULE) TUBE STEEL (TS) COLUMN �:� <br /> � TILT—UP/PRECAST CONCRETE WALL INDICATES HOLLOW STRUCTURAL �� <br /> OA CONNECTION SYMBOL o SECTION (HSS) COLUMN OR �o <br /> (REFER TO CONNECTION DETAIL) STEEL PIPE COLU�AN � s <br /> � � <br /> � N <br /> SHEAR WALL SYMBOL (REFER TO �'° <br /> W6 SHEAR WALL SCHEDULE) � INDICATES WOOD POST <br /> 'j U <br /> � C <br /> L <br /> C � <br /> O � <br /> U � <br /> �1 REVISION TRIANGLE ■ INDICATES BUNDLED STUDS �o Z � <br /> .� <br /> yQ O � <br /> ° `° V� � <br /> TILT—UP/PRECAST CONCRETE WALL s ° `-' <br /> �1 PANEL NUMBER (REFER TO TILT—UP/ � INDICATES CONCRETE COLUMN N 3 � w <br /> P R E C A S T C O N C R E I E W A L L E L E V A T I O N S) y m � <br /> CMU WALL REINFORCING SYMBOL INDICATES PRECAST � � <br /> � Ol (REFER TO CMU WALL REINFORCING CONCRETE COLUMN � ��° <br /> SCHEDULE) — o 0 <br /> � U <br /> >U <br /> 8,. CONTINUITY PLATE LENGTH � INDICATES MOMENT FRAME � m = <br /> (REFER TO TYPICAL DETAIL) CONNECTION W �.° <br /> N j <br /> INDICATES DOUBLE SHEAR CONNECTION � `° _ <br /> DS (REFER TO THE DOUBLE SHEAR PLATE � INDICATES DRAG CONNECTION � �� <br /> CONNECTIONS DE�AIL) o �m Q <br /> �3 � <br /> INDICATES NUMBER OF STUD RAIL INDICATES WOOD OR STEEL STUD LL �� <br /> SR REQUIRED AT COLUMN (REFER TO � yyALL <br /> STUD RAIL DETAILS) <br /> t— d- <br /> ROOF/FLOOR DIAPHRAGM NAILING _ � �"� <br /> Ol SYMBOL (REFER TO DIAPHRAGM � INDICATES MASONRY/CMU WALL � � � <br /> _ NAILING SCHEDULE) � N <br /> C1 STEEL COLUMN SYMBOL (REFER �--.�;_.� INDICATES CONCRETE/TILT—UP � � N <br /> � TO S TEEL COLU M N SC HEDULE) CONCRETE WALL .. I <br /> � � � <br /> T/SLAB ELEVATION SYMBOL (T/ REFERS � � �' � <br /> INDICATES WOOD OR STEEL STUD � • a, <br /> X'—X" TO COMPONENT THAT THE SHEAR WALL � w x <br /> ELEVATION REFERENCES) � � <br /> STUD BUBBLE (INDICATES NUMBER t/j • <br /> ■ 3 OF STUDS REQUIRED IF EXCEEDS �__—_� INDICATES BEARING WALL BELOW "-+�+ o e <br /> NUMBER SPECIFIED IN PLAN NOTE) � � o � <br /> INDICATES STEP IN FOOTING M +� �o <br /> —� (REFER TO TYPICAL STEP IN �--� INDICATES EXISTING WALL � � °' o <br /> FOOTING DETAIL) A � � I <br /> � <br /> , � DEfAILS OR SECTION CUT � "Q � N <br /> X/SX.X (DETAIL NUMBER/SHEET NUMBER) � POST—TENSION DEAD END (PLAN) � � <br /> N <br /> o� DETAILS OR SECTION CUT IN PLAN � � � <br /> �'� sx.x VIEW (DEI�AIL NUMBER/SHEET NUMBER) POST—TENSION STRESSING END (PLAN) � <br /> � <br /> 0 0 <br /> INDICATES LOCATION OF CONCRETE 3 � <br /> WALLS SHEAR WALLS OR BRACED POST—TENSION PROFILE (P�AN) � N � <br /> �X/SX.Xx FRAME ELEVATIONS � (IN INCHES) <br /> � <br /> N I� <br /> � SPAN INDICATOR (INDICATES EXTENTS <br /> OF FRAMING MEMBERS OR OTHER � INTERMEDIATE STRESSING (PLAN) <br /> STRUCTURAL COMPONENTS) <br /> �� INDICATES DIRECTION OF DECK SPAN � <br /> A�BREVIATIONS � <br /> c Angle FD Floor Drain PREFAB Prefabricated � <br /> AB Anchor Bolt FDN Foundation PSF Pounds per Square <br /> ADDL Additional FIN Finish Foot <br /> ADH Adhesive FLR Floor PSI Pounds Per Square <br /> ALT Alternate FRP Fiberglass Inch <br /> ARCH Architectural Reinforced Plastic PSL Parallel Strand <br /> B or BOT Bottom FTG Footing Lumber � <br /> B/ Bottom Of F/ Face of P—T Post—Tensioned <br /> BLDG Building GA Gage PT Pressure Treated <br /> BLKG Blocking GALV Galvanized R Radius <br /> � BMU Brick Masonry Unit GEOTECH Geotechnical RD Roof Drain <br /> BP Baseplate GL Glue Laminated REF Refer/Reference <br /> BRBF Buckling Resisting Timber REINF Reinforcing <br /> Braced Frame GWB Gypsum Wall Board REQD Required <br /> BRG Bearing HDR Header RET Retaining <br /> BTWN Between HF Hem—Fir SCBF Special Concentric � <br /> � Centerline HGR Hanger Braced Frame � <br /> C Camber HD Hold—down SCHED Schedule <br /> CB Castellated Beam HORIZ Horizontal SHTHG Sheathing � <br /> CIP Cast in Place HP High Point SIM Similar <br /> CJ Construction or HSS = TS (Hollow SMF Special Moment <br /> Control Joint Structural Section) Frame � <br /> CJP Complete Joint IBC International Building SOG Slab on Grade <br /> Penetration Code SPEC Specification � <br /> � CLG Ceiling ID Inside Diameter SQ Square <br /> CLR Clear IE Invert Elevation SR Studrail <br /> CLT Cross—Laminated IF inside Face SF Square Foot �/� <br /> Timber INT Interior SST Stainless Steel r� <br /> CMU Concrete Masonry k Kips STAGG Stagger/Staggered <br /> Unit KSF Kips Per Square Foot STD Standard <br /> COL Column LF Lineal Foot STIFF Stiffener <br /> CONC Concrete LL Live Load STL Steel <br /> CONN Connection LLH Long Leg Horizontal STRUCT Structural � <br /> CONST Construction LLV Long Leg Vertical SWWJ Solid Web Wood � <br /> CONT Continuous LP Low Point Joist <br /> C'SINK Countersink LONGIT Longitudinal SYM Syrrmetrical � <br /> CTRD Centered LSL Laminated Strand Lumber T Top <br /> � Diameter LVL Laminated Veneer Lumber T/ Top Of <br /> . � DB Drop Beam MAS Masonry T8�B Top 8� Bottom <br /> OBA Deformed Bar Anchor MAX Maximum TC AX LD Top Chord <br /> DBL Double MECH Mechanical Axial Load <br /> DEMO Demolish MEZZ Mezzanine TCX Top Chord Extension <br /> DEV Development MFR Manufacturer TDS Tie Down System <br /> DF Douglas Fir MIN Minimum T8�G Tongue & Groove <br /> DIAG Diagonal MISC Miscellaneous THKND Thickened � � � � � � � � �� <br /> DIST Distributed NIC Not In Contract THRD Threaded <br /> DL Dead Load NLT Na i I—Lomi nated THRU Through 818 Stewal�Street, Suite 1000 <br /> DN Down Timber TRANSV Transverse Seattle, Washington 98101 <br /> DO D i t to NTS Not To Sca I e TYP Typ i ca I P:(206)332-1900 www.dci-engineers.com <br /> DP Depth/Deep OC On Center UBC Uniform Bui Iding CIVIL / STRUCTIJRAL <br /> DWG D r aw i n g OCBF 0 r d i n a r y Co n c e n t r i c Co d e OO Copyright 08/2016 D'a�,ato Conversano Inc. All Rights Reserved <br /> � E E x i s t i n B r a c e d F r ame UND U n I e s s N o t e d This document,and the ideas and designs may not 6e reused,in whole or <br /> ' ( ) g in part,withaut written permission fmm D'Amato Comersano Inc. <br /> EA E a c h 0� O u t s i d e D i ame t e r 0 t h e r w i s e D'Amata Conversano Inc.disdai s any responsibility for its unauthorized use. <br /> � EF Each Face OF Outside Face URM Unreinforced <br /> EL Elevation OPNG Opening Masonry Unit <br /> ELEC Electrical OPP Opposite VERT Vertical <br /> ELEV Elevator OWSJ Open Web Steel Joist W Wide `��� <br /> EMBED Embedment ONMIJ Open Web Wood Jo i st W/ Wi th .c��'��`�� �� <br /> EQ Equal Q Plate W/0 Without � �~ �� � <br /> EQUIP Equipment PAF Powder Actuated Fastener WHS Welded Headed Stud ��"`��� �; � � <br /> EW Each Way PC Precast WP Work i ng Poi nt W w������� ``:n N � o <br /> EXP Expansion PERP Perpendicular WWF Welded Wire Fabric ,�. � � <br /> EXP JT Expans i on Jo i nt PLWD P I ywood t P I us or Mi nus ��,.�� �'�c�,� <br /> EXT Exterior PP Partial Penetration � �� <br /> -... <br /> JOB. N0. <br /> N� <br /> DATE <br /> �K_� <br /> DRAWN BY <br /> � <br /> CHECKED BY <br /> � <br /> SHEET TITLE <br /> STRUCTURAL <br /> LEG�ND A�lD <br /> ABBREVIATIONS <br /> SHEET N0. <br /> S1 . � <br />