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�� �� <br /> ,� <br /> MARK QESCRIPTION MARK DESCRIPTION t Ang I e FDN Foundat i on PSF Pounds per Squ��re �� ,��� ����� <br /> AB Anchor 8olt FIN Finish Foot <br /> FOOTING SYMBOL (REFER TO ADDL Additional FLR Floor PSI Pounds Per Square ��������, <br /> F2.0 � INDICATES WIDE FLANGE COLUMN ADH Adhes i ve FRP F i berg I ass I nch <br /> SPREAD F0071NG SCHEDULE) ALT Alternate Reinforced Plastic PSL Parallel Strand ����������� <br /> INDICATES HOLLOW STRUCTURAL ARCH Architectural FRT Fire Returdant Treated Lumber <br /> PILE CAP SYMBOL (REFER TO B or BOT Bottom FTG Footin P-T Past-Tensioned <br /> P� PILE CAP SCHEDULE ° SECTION (HSS) COLUMN OR 9 <br /> � TUBE STEEL (TS) COLUMN B/ Bottom Of F/ Face of PT Pressure Treated <br /> ' TILT-UP/PRECAST CONCREfE WALL INDICATES HOLLOW STRUCTURAL BLDG Building GA Gage R Radius <br /> � .... _ S�,, <br /> '-� ' � BLKG Blockin GALV Galvanized RD Roof Drain <br /> ? j '�' : ' �A CONNECTION SYMBOL n SECTION (HSS) COLUMN OR g <br /> � � �� ' � � (REFER TO CONNECTION DETAIL) STEEL PIPE COLUMN BMU Br i ck Masonry Un i t GEOTECH Geotechn i ca I REF Ref er/Reference �II����� �,��,�� <br /> � � � 'R,�i ��;�, ` � �;�'�� �-> BP Baseplate GL Glue Laminated REINF Reinforcin ���� <br /> �" � �`�'� � `� ��� -�=-`'' SHEAR WALL SYMBOL REFER TO BRBF Buck I i n Rest ra i ned T imber REQD Re u i red 9 ' �������� <br /> o �-+ �� W6 INDICATES WOOD POST 9 <br /> v , .w„ , ����,y� ��> .. ;� " SHEAR WALL SCHEDULE) � � <br /> w �J� � � �a�- �v ; �J-; � Braced Frame GWB Gypsum Wu I I Board RET Re ta i n i ng <br /> � �ary��,���3� �T���a�.4+;,.:1 BRG Bearing HDR Header SCBF Special Concentric <br /> BTWN Between HF HerrrFir Braced Frame <br /> � �1 REVISION TRIANGLE � INDICATES BUNDLED STUDS � Center I i ne HGR Hanger SCHED Schedu I e <br /> z C Camber HD Hold-down SHTHG Sheathing <br /> a TILT-UP/PRECAST CONCRETE WALL CB Castellated Beam HORIZ Horizontal SIM Similar <br /> � �1 PANEL NUMBER (REFER TO TIL7-UP/ � INDICATES CONCRETE COLUMN CIP Cast in Place HP High Point SMF 5pecial Moment <br /> z PRECAST CONCRETE WALL ELEVATIONS) CJ Construction or HSS = TS (Hollow Frame <br /> vi CMU WALL REINFORCING SYMBOL Control Joint Structural Section) SOG Slab on Grade <br /> _ ( ' `' CJP Complete Joint IBC International Building 5P Southern Pine <br /> � 1 REFER TO CMU WALL REINFORCING t�-�� INDICATES PRECAST <br /> � 4�i CONCRETE COLUMN p �-��qg�- ���P <br /> � SCHEDULE Penetration Code SPEC S ecification s <br /> � CLG Ceiling ID Inside Diameter SQ Square <br /> o g» CONTINUITY PLATE LENGTH INDICATES MOMENT FRAME CLR C I ear I E I nver t E I evat i on SR St udra i I gioLanoas9�ris�r,��sao7 <br /> � � (REFER TO IYPICAL DETAIL) CONNECTION CLT Cross-Laminated IF Inside Face SF Square Foot ���,Wsenincxonq8iac <br /> w Timber INT Interior SST Stainless Steel <br /> T: �06.gq�.9875 <br /> v� INDICATES DOUBLE SHEAR CONNECTION <br /> � DS (REFER TO THE DOUBLE SHEAR PIATE �- INDICATES DRAG CONNECTION CMU Concrete Masonry k Kips STAGG Stagger/Staggered <br /> � CONNECTIONS DETAIL) <br /> Unit KSF Kips Per Square Fnot STD Standard <br /> w COL Column LF Lineal Foot STIFF Stiffener <br /> = INDICATES NUMBER OF STUD RAIL CONC Concrete LL Live Load STL Steel <br /> o INDICATES WOOD OR STEEL STUD <br /> SR REQUIRED AT COLUMN (REFER TO WALL CONN Connection LLH Long Leg Horizontal STRUCT Structural <br /> o STUD RAIL DETAILS) CONST Const ruct i on LLV Long Leg Ver t i ca I SWNIJ So I i d Web Wood <br /> Q ROOF/FLOOR DIAPHRAGM NAILING CONT Continuous LP Low Poinfi Joist <br /> � 01 SYMBOL (REFER TO DIAPHRAGM INDICATES MASONRY/CMU WALL C'SINK Countersink LONGIT Longitudinal SYM Syrrmetrical � <br /> o NAILING SCHEDULE) CTRD Centered LSL Laminated Strund Lurnber T Top �, <br /> � � Diameter LVL Laminated Veneer Lumber T/ Top Of ��L <br /> t- STEEL COLUMN SYMBOL (REFER INDICATES CONCRETE/TILT-UP <br /> �¢-- �� TO STEEL COLUMN SCHEDULE) � CONCRETE WALL DB Orop Beam MAS Masonry T&B Top & Bottorn �o <br /> cn DBA Deformed Bar Arichor MAX Maximum TC AX LD Top Chord '� <br /> DBL Double MECH Mechanical Axial Load � Y <br /> ¢ T/SLAB TO COMPONENTB�HATTTHEEFERS _ _ INDICATES WOOD OR STEEL STUD DEMO Demolish MEZZ Mezzanine TCX �rop Chord Extension N� <br /> -' X'-X" SHEAR WALL <br /> zo ELEVATION REFERENCES) DEV Development MFR Manufacturer TDS Tie Down System �.m <br /> � STUD BUBBLE (INDICATES NUMBER DF Dauglas Fir MIN Minimum T&G Tongue & Groove os <br /> � � 3 OF STUDS REQUIRED IF EXCEEDS �----� INDICATES BEARING WALL BELOW D I AG D i agona I M I SC M i sce I I aneous 7HKND Th i ckened � � <br /> D157 Distributed NIC Not In Contract THRD Threaded ~� <br /> � NUMBER SPECIFIED IN PLAN NOTE) .- � <br /> �.^ <br /> ¢ S INDICATES STEP IN FOOTING DN D�e��d Load NLT Namb��aminated TRANSV Thansgerse s a <br /> z � (REFER TO TYPICAL STEP IN ��.:�� INDICATES EXISTING WALL pp D i t t o NTS No t To Sca I e 7YP 7 i ca I <br /> Q FOOTING DETAIL) Y P� L o <br /> �. DP Depth/Deep OC On Center UBC Uniform Building � <br /> DETAILS OR SECTION CUT D W G Drawing O C B F Or dinary Concentric Code �o <br /> �w POST-TENSION DEAD END (PIAN) E Existin Braced Frame UNO Unless Noted ' " <br /> X� �S X.X (DETAIL NUMBER/SHEET NUMBER) E ) h 9 <br /> QA E a c O D O u t s i d e D i a m e t e r O t h e r w i s e o ; <br /> = x EF Each Face OF Outside Face URM Unreinforced " � <br /> DETAILS OR SECTION CUT IN PLAN <br /> � ,' s x.x P O S T-T E N S I O N S T R E S S I N G E N D (P L A N) E L E leva tion OPNG Opening Masonr Unit =o <br /> E- VIEW (DETAIL NUMBER/SHEET NUMBER) Y <br /> � `•° ELEC Electrical OPP Opposite VERT Vertical Y � <br /> '= INDICATES LOCATION OF CONCRETE ELEV E I eva tor OWSJ Open Web Stee I Jo i s t W Wi de o G <br /> _ � 3 POST-TENSION PROFILE (PLAN) <br /> � WALLS, SHEAR WALLS OR BRACED EMBED Embedment OWWJ Open Web Wood Joist W/ With h ; <br /> � X/SXX F R A M E E L E V A T I O N S (IN INCHES) E Q E q u a l e P i a t e W/0 W i t h o u t � � <br /> N U1 <br /> w SPAN INDICATOR (INDICATES EXTENTS EQUIP Equipment PAF Powder Actuated Fastener WHS Welded Headed Stud o � <br /> ,� � ��''� OF FRAMING MEMBERS OR OTHER INTERMEDIATE STRESSING (PLAN) EW Each Way PC Precas t WP Work i ng Po i n t � � <br /> EXP Ex ansion PERP Per en �" a� <br /> o STRUCTURAL COMPONENTS) p p dicular WWF Welded Wire Fabric � � <br /> w EXP JT Expansion Joint PLWD Plywood f Plus or Minus � �� <br /> � EXT Exterior PP Partial Penetration � � <br /> o INDICATES DIRECTION OF DECK SPAN FD Floor Drain PREFAB Prefabricated � �.a <br /> a � � � <br /> w � N <br /> //� No <br /> v, � �U <br /> �N � O <br /> LL (y�y� U � <br /> W \ / N.� <br /> I-- �, � <br /> t <br /> f- `o <br /> � <br /> C� <br /> C/� <br /> � <br /> L <br /> ��� �� <br /> � .�ti. o�� ��v�,����;�1,�. <br /> � ,� <br /> ' '�� : <br /> � , ��_n�.. <br /> c.� . �:=,�°�� `' _ <br /> ., <br /> w � ��: <br /> � <br /> � `�. <br /> �, '`%„ 29759 ��� �� <br /> � i� <br /> � <br /> _ ��j� 'n�r};-v. t;�o`G��.�' <br /> O <br /> �. 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