|
I Jl.�a���.,`�., I • . _ _ . _ . _
<br /> & AND (E} EXISTING MB MACHINE BOLT SCHED SCHEDULE; SCHEDULED SECTION PLAN VIEW ELEVATION �-{� COLUMN IN SECTION :
<br /> � AT E EAST MC MISCELLANEOUS CHANNEL SDQ SPECIAL DUCTILE QUALITY DRAWING NUMBER DRAWING TITLE
<br /> ', DEG DEGREE E—W EAST—WEST MECH MECHANICAL SECT SECTION
<br /> #, LB NUMBER, POUND EA EACH MEMB MEMBRANE SEOR STRUCTURAL ENGINEER OF RECORD CONCRETE ENCASED STEEL i
<br /> R EF EACH FACE MEP MECHANICAL/ELECTRICAL/PLUMBING SHT SHEET STEEL BEAM �
<br /> �> DIA DIAMETE � � COLUMN SECTION 45-002—GO COVER SHEET
<br /> EJ EXPANSION JOINT MEZZ MEZZANINE SG SOLID GROUTED
<br /> AB ANCHOR BOLT EL ELEVATION MF MOMENT FRAME SHTG SHEATHING
<br /> ACI AMERICAN CONCREfE INSTITUTE ELEC ELECTRICAL MFB MOMENT FRAME BEAM SIM SIMILAR � COLUMN STARTS HERE 45-002-S1 ABBREVIATIONS/SYMBOLS/DRAWING LIST
<br /> ADDL ADDITIONAL ELEV ELEVATOR MFC MOMENT FRAME COLUMN SLBB SHORT LEGS BACK—TO—BACK
<br /> ADJ ADJACENT EMBED EMBEDDED MFR MANUFACTURE; MANUFACTURER SLRS SEISMIC LOAD RESISTING SYSTEM -- 45-002—S2K-1 STRUCTURAL GENERAL NOTES
<br /> ESS ARCHITECTURAL EXPOSED ENGR EOR ENGINEER/ENGINEER OF RECORD MFRG MANUFACTURING SOG SLAB ON GRADE � __ � CHANNEL , , , , 45-Q02-S2K-2 STRUCTURAL GENERAL NOTES
<br /> A / � �-� U ENDS HERE
<br /> STRUCTURAL STEEL EQ EQUAL; EARTHQUAKE MIN MINIMUM; MINUTE SP SPIRAL �� �—� � � COL MN
<br /> AGGR AGGREGATE EQUIP E4UIPMENT MISC MISCELLANEOUS SPC SPACE �
<br /> AHU AIR HANDLING UNIT ES EACH SIDE ML MATCH LINE SPCG SPACING 45-002-2S10-12 FL
<br /> AISC AMERICAN INSTITUTE OF STEEL �� ET CETERA MO MASONRY OPENING SPECS SPECIFICATIONS ANGLE —��"�� MOMENT CONNECTION 45-002—RFS10-12 ROOF FRAMING PLAN
<br /> EW EACN WAY MS MECHANICAL SPLICE SQ SQUARE �- �
<br /> CONSTRUCTION SS� SHORT SLOTTED (HOLES) 45—OQ2—S217 FRAMING ELEVATIONS � A
<br /> ALT ALTERNATE EXIST EXISTING
<br /> ALUM ALUMINUM EXP EXPANSION N NORTH STD STANDARD MOMENT FRAME CONNECTION
<br /> EXT EXTERIOR N—S NORTH—SOUTH STIFF STIFFENER
<br /> ANSI AMERICAN NATIONAL EXTD EXTEND; EXTENDED NF NEAR FACE STIRR STIRRUP 45-002—S417 STRUCTURAL STEEL DETAILS
<br /> STANDARDS INSTITUTE NFPA NATIONAL FOREST PRODUCTS STL STEEL � DOUBLE ANGLE �— --j SHEAR CONNECTION
<br /> APA AMERICAN PLYWOOD ASSOCIATION FD FLOOR DRAIN ASSOCIATION STR STRAIGHT � 45-002—S528 STRUCTURAL CONCRETE DETAILS �
<br /> APPD APPROVED FDN FOUNDATION NIC NOT IN CONTRACT STRUC STRUCTURAL
<br /> APPROX APPROXIMATE FF FAR FACE NS NEAR SIDE SUPT SUPPORT Y
<br /> AR ANCHOR ROD FG FRICTION GRIP BOLT NTS NOT TO SCALE SW SHEAR WALL LLBB SI�BB SPLICE
<br /> ARCH ARCHITECTURAL; ARCHITECT FIN FINISH NWC NORMAL WEIGHT CONCRETE SYM SYMMEfRICAL SQUARE OR
<br /> ASSY ASSEMBLY FL FLOOR; FLOOR LINE � RECTANGULAR
<br /> ASTM AMERICAN SOCIEfY FOR FLG FLANGE OC ON CENTER T&B TOP AND BOTfOM M _ M DIAGONAL BRACING ABOVE
<br /> TESTING AND MATERIALS OD OUTSIDE DIAMEI�ER T&G TONGUE AND GROOVE HOLLOW SECTION DASHED LINE
<br /> AWS AMERICAN WELDING SOCIEfY FOS FACE OF STUD OPNG OPENING TEMP TEMPERATURE; TEMPORARY � )
<br /> FP FIREPROOF; FULL PENE�RATION
<br /> BAL BALANCE FRMG FRAMING OPP OPPOSITE (HAND) THICK THICKNESS :
<br /> BD BOARD FS FULL SIZE; FAR SIDE OPT OPTION; OPTIONAL TOC TOP OF CONCRETE; JL HANGER
<br /> FT FOOT; FEET OVS OVERSIZED (HOLES) TOP OF CURB CIRCULAR HOLLOW
<br /> BF BRACED FRAME �G FOOTING OWJ OPEN WEB JOIST TOF TOP OF FOOTING � SECTION, PIPE ,
<br /> BLDG BUILDING TOS TOP OF STEEL
<br /> _��_ HANGER BELOW FLOOR
<br /> BLK BLOCK; BLOCKING GA GAGE,GAUGE P PIPE TOW TOP OF WALL
<br /> BMU BRI K MASONRY UNIT GALV GALVANIZED PC PRECAST TRANS TRANSVERSE ST E E� M E M B E R S 3 ST E E� SY M B 0 �S � +
<br /> BOS BOTi�OM OF STEEL; BOSOM (WELD} �B GRADE BEAM PCF POUNDS PER CUBIC FOOT �'P TYPICAL
<br /> GRND GROUND PCP PRECAST CONCRETE PANEL
<br /> BOT BOTTOM PEN PENETRATION UB UNIVERSAL BEAM SCALE: NTS S 1 SCALE: NTS
<br /> BRCG BRACING H HORIZONTAL PERP PERPENDICULAR UC UNIVERSAL COLUMN �.,,� ��
<br /> BRG BEARING HEF HORIZONTAL EACH FACE PL PLATE UL UNDERWRITERS LABORATORY
<br /> BRKT BRACKET HGR HANGER PLC PLACE UNO UNLESS NOTED OTHERWISE SE�TION PLAN VIEW
<br /> BSMT BASEMENT HIF HORIZONTAL INSIDE FACE PLF POUNDS PER LINEAL FOOT UT ULTRASONIC TEST
<br /> BTWN BETWEEN HOF HORIZONTAL OUTSIDE FACE PP, PJP PARTIAL JOINT PENETRATION
<br /> BU BUILT—UP HORIZ HORIZONTAL PREFAB PREFABRICATED
<br /> c CAMBER HP HP SHAPES; HIGH POINT PS PRESTRESSED V, VERT VERTICAL o STUD �
<br /> C STANDARD CHANNEL HS HIGH STRENGTH PSF POUNDS PER SQUARE FOOT VEF VERTICAL EACH FACE �T
<br /> CANT CANTILEVER HSS HOLLOW STRUCTURAL SECTION PSI POUNDS PER SQUARE INCH VG VERTICAL GRAIN
<br /> HT HEIGHT PT POST—TENSION VIF VERTICAL INSIDE FACE r x
<br /> CC CENTER TO CENTER PVC POLYVINYL CHLORIDE VOF VERTICAL OUTSIDE FACE
<br /> CG CENTER OF GRAVITY ICBO INTERNATIONAL CONFERENCE .
<br /> CIP CAST—IN—PLACE BUILDING OFFICIALS R RADIUS W WIDE FLANGE, WIDE, WEST + CONCRETE
<br /> CJ CONSTRUCTION JOINT ID INSIDE DIAMETER RB RISER BAR W� WITH ANCHOR ROD
<br /> CL CENTERLINE �N INCH RCMD RECOMMEND
<br /> CLR CLEARANCE; CLEAR W/0 WITHOUT
<br /> INCL INCLUDE REF REFERENCE WD WOOD
<br /> CMU CONCRETE MASONRY UNIT INFO INFORMATION REINF REINFORCE; REINFORCING;
<br /> COL COLUMN INSUL INSUlATION REINFORCEMENT WF WIDE FLANGE
<br /> COMP COMPRESSION INT INTERIOR REQD REQUIRED WH WEEP HOLE DRILLED IN
<br /> CONC CONCRETE REQT REQUIREMENT WL WORK LINE � + CONCRETE
<br /> CONFIG CONFIGURATION JST JOIST WP WORK POINT ANCHOR
<br /> CONN CONNECTION; CONNECT JT JOINT S1 S SURFACED ONE SIDE WPJ WEAKENED PLANE JOINT
<br /> CONST CONSTRUCTION S2S SURFACED TWO SIDES �N1� WEIGHT; STRUCTURAL TEE •
<br /> CONT CONTINUE; CONTINUOUS CUT FROM W SHAPE C 0 �l N ECTO R S 8 ;
<br /> CONTR CONTRACTOR K KIP �1,000 POUNDS) S4S SURFACED FOUR SIDES � �
<br /> KO KNO K—OUT S AMERICAN STANDARD SHAPE; SOUTH WWF WELDED WIRE FABRIC ,�.¢
<br /> COORD COORDINATE; COORDINATION KSI KIPS PER SQUARE INCH SB SPACER BAR; SUPPORT BAR WWR WELDED WIRE REINFORCEMENT
<br /> CORR CORRUGATED SC SLIP CRITICAL SCALE: NTS S 1
<br /> CP, CJP COMPLETE JOINT PENETRATION WELD � ANGLE SCC STRUCTURAL CONSULTANT TO YD YARD �� '
<br /> CTR CENTER �qg LABORATORY THE CONTRACTOR
<br /> CTSK COUNTERSINK; COUNTERSUNK �g� # POUND SEC I
<br /> cu cUBic LF LINEAL FOOT NOTE 1 NOTE 1 REINFORCING STEEL TYP, UNO
<br /> db BAR DIAMETERS LIN LINEAL; LINEAR A �
<br /> LL LIVE LOAD LOCATION LOCATION STEEL FLOOR I�ECK DEPRESSED SLAB SECTION
<br /> DBL DOUBLE LLBB LONG LEGS BACK—TO—BACK OF FULLY Ldh,MIN OF FULLY Ldh,M�N ----- S280
<br /> DC DEMAND CRITICAL WELD LLH LONG LEGS HORIZONTAL LONGITUDINAL
<br /> DEG, ' DEGREE LFRS LATERAL FORCE RESISTING SYSTEM DEVELOPED SEE DEVELOPED SEE /�
<br /> DEMO DEMOLISH; DEMOLITION LONG LEGS VERTICAL BAR TABLE A E BAR TABLE A WELDED WIRE FABRIC SHOWN ON � `
<br /> L�v REINFORCING SHEET WHERE �� - � RAISED SLAB
<br /> DEPT DEPARTMENT LOC LOCATION, LOCATE OT '
<br /> DET DEfAIL LONGIT LONGITUDINAL � 0 2 � p INDICATED � DETAIL NUMBER
<br /> DIA, � DIAMETER LP LOW POINT '
<br /> DIAG DIAGONAL �s� LONG SLOTTED (HOLES) � �N � STEEL FLOOR DECK ���� CHANGE OF SLAB GRID LINES
<br /> DIAPH DIAPHRAGM LSW LIGHT GAGE SHEARWALC `z Z �., TRANSVERSE ELEVATION 4 DETAIL
<br /> DICA DRILLED—IN CONCRETE ANCHOR �� LIGHTWEIGHT �
<br /> DIM DIMENSION LVL LEVEL � TOP OF S280 •
<br /> DISC DISCONTINUED; DISCONTINUOUS LWC LIGHT WEIGHT CONCREfE 4d OR STEEL ROOF DECK �`�"""
<br /> DL DEAD LOAD �" MIN SLOPING SLAB
<br /> �- SHOWN ON (�I NORTH ARROW
<br /> DN DOWN MAS MASONRY LIMIT OF DECK OR � `�
<br /> DO DITTO MATL MATERIAL ��� BOTTOM OF
<br /> DWG DRAWING MAX MAXIMUM SPAN MARK SLOPING SLAB
<br /> �w� DQWEL 180 DEGREE HOOK 90 DEGREE NOOK
<br /> A B B R EV I AT I 0 N S � � ����� CHANGE OF SLAB , ,� TOP OF FLOOR
<br /> END HOOK THICKNESS EL 21 —4
<br /> SCALE: NTS S1 ALL GRADES DIRECTION OF SPAN ELEVATION -- MATCHLINE _
<br /> `4�.,
<br /> � D FINISHED BEND DIAMETER FLOOR OR `
<br /> TOTAL NUMBER � � � >� , �'' '
<br /> STEEL SHAPE OF STUDS WHEN BAR 180° HOOKS HOOKS CONCRETE WALL WALL OPENING ���� EARTH
<br /> MORE THAN THE SIZE ,
<br /> SERVICE LOAD MINIMUM INDICATES MOMENT D ' E" J A � CONCRETE COLUMN �7`� ,� ��
<br /> ,�;�; � -� ,,�,,;�,� GRAVEL EXISTING ELEMENTS
<br /> END REACTION BEAM CONNECTION �3 � 5 3 6
<br /> (SAME ON EACH END 4 3" 6" 4" 8"
<br /> IF SHOWN ON ONE CAMBER CANTILEVER BEAM SECTION #5 3%" 7" 5" 10�� C 0 N C R ETE SYM B 0 �S M I S C E A EO lJ S SYM B 0 �S 14 '
<br /> END ONLY) —� �SAME AS BACKSPAN, UNLESS # 4, 13
<br /> 112k W 6x135 64 c-1 -1 8" 88k �k NOTED OTHERWISE �6 4� 8 6 12 SCALE. NTS S� SCALE: NTS S1
<br /> H C2 SC [-14"] 5/S501 H �7 �" 10;; 7;; 14;; NOTES: � �
<br /> REQUIRED TYP A � �— SPECIAL CONNECTION �8 6 11 8 16 1 . NOTATIONS: f'c = 4,000 PSI ALL CONCRETE STRENGTHS
<br /> CONNECTION DETAIL IF NOTED LB �c �-cs
<br /> iF NOTE� TAB�E A db ; NOMINAL BAR DIAMETER (INCHES) SIZR �� �T �se �sBT SIZE •
<br /> INDICATES MINIMUM TENSION EMBEDMENT LENGTHS, '
<br /> SLIP CRITICAL ��dh) FOR STANQARD END HOOKS ON GRADE 60 BARS �� : TENSION DEVELOPMENT LENGTH (INCHES) FOR REINFORCEMENT SATISFYING THE 3 15 20 20 26 3 8 12 12
<br /> CONNECTION DIMENSION FROM REFERENCE TOP OF FOLLOWING REQUIREMENTS: 4 19 25 25 33 4 10 15 12
<br /> STEEL. DIMENSIONS AT BOTH ENDS gqR NORMAL WEIGHT CONCRETE , f'c (psi) 5 24 32 32 42 5 12 19 14
<br /> BEAM WEB PENETRATION INDICATE SLOPING MEMBER SIZE SLABS AND WALLS: CLEAR SPACING > 2db, AND CONCRETE CLEAR COVER > db
<br /> 3,000 4,000 S,OOQ BEAMS AND COLUMNS; CLEAR SPACING > db, AND CQNCRETE CLEAR COVER > db 6 29 38 38 50 6 15 23 17
<br /> 7 42 55 55 72 7 17 26 20
<br /> NOTES: 3 6" 6" 6" �T : DEVELOPMENT LENGTH OF TOP BARS IN TENSION = 1 .3 x LD (INCHES) 8 48 63 63 82 8 19 30 23
<br /> 1 . NO REACTION AT EITHER END INDICATES MINIMUM CONNECTION FOR BEAM DEPTH. 4 8,� �„ �„ LB : DEVELOPMENT LENGTH OF BARS OR DOWELS IN COMPRESSION — 19 x db INCHES 9 54 71 71 93 9 22 34 26 :
<br /> " " OR STEEL CONNECTIONS. — � � 10 61 80 80 104 10 24 38 29
<br /> SEE GENERAL NOTES F 5 ��" 10" 9" . — �
<br /> „ ,� � L� . TIED COLUMN LAP SPLICE IN COMPRESSION — 30 x db (INCHES) 11 67 88 88 115 11 27 42 32
<br /> 2. SPACE STUDS PER TYPICAL SHEAR STUD PLACEMENT DETAIL. 7 14;; 12;; 11 ;; 14 81 106 14 33
<br /> 8 16 14 12 Lcs ; SPIRAL COLUMN LAP SPLICE IN COMPRESSION = 22.5 x db (INCHES} 18 108 141 — — 18 43 — — •
<br /> 3. °M" IN PLACE OF STEEL SHAPE INDICATES W10x12 WITH MINIMUM CONNECTION. 9 18" 15" 14"
<br /> LSB : TENSION LAP SPLICE LENGTH FOR OTHER THAN TOP BARS = 1 .3 x Lp (INCHES)
<br /> 4. WHERE NO BEAM SIZE IS CALLED OUT ADJACENT TO FLOOR OR ROOF OPENING, NOTES: LsBT : TENSION LAP SPLICE LENGTH OF TOP BARS = 1 .69 x LD (INCHES) 5. �14 AND �18 BARS SHALL NOT BE LAP SPLICED. SEE GENERAL NOTES.
<br /> REFER TO "TYPICAL STEEL DETAILS" FOR SIZES AND CONNECTIONS.
<br /> 1 . ABOVE VALUES VALID FOR ALL CASES IF: SIDE COVER '- �" AND END COVER '2" 2 MULTIPLY VALUES IN THE TABLE BY 1 .5 IF CLEAR SPACING OR CONCRETE COVER DO NOT MEET THE 6. MULTIPLY VALUES IN THE TABLE BY 1 .3 FOR USE WITH LIGHTWEIGHT AGGREGATE
<br /> 5. O INDICATES BEAM PENETRATION PER TYPICAL BEAM PENETRATION DETAIL. REQUIREMENTS FOR �o IN NOTE 1 . CONCRETE.
<br /> „ .
<br /> 2. BAR DIMENSIONS "A" AND "E" ARE LENGTHS BEYOND THE STRAIGHT LENGTH OF
<br /> 6. 0 INDICATES BEAM HAUNCH PER "TYPICAL HAUNCHED BEAM" DETAIL. THE BAR REQUIRED TO MANUFACTURE 90 AND 180 DEGREE HOOKS, RESPECTIVELY. 3. TOP BARS: HORIZONTAL BEAM REINFORCING WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW. �
<br /> Y$
<br /> 3. FOR EPDXY COATED HOOKS, INCREASE THE ABOVE EMBEDMENT LENGTHS BY 20�. SED ON REINFORCEMENT STRENGTH F = 60 KSI. I SS U E F�R P E RM IT �
<br /> M A G N U S S O N � 5 t r u c t u r a l+C i v i l E n g i n e e r s
<br /> 4. T H E D E V E L O P M E N T A N D S P L I C E L E N G T H S A R E Y g`� 13a1 FiRhAvenue,Suite3200
<br /> TYPICA
<br /> � BEANI CA��OUT {� EY 16 TYP STD HOOKS Af� D ENIBEDMENT � � REIf� FORCIN � BAR DEVE�OPMEf�T A D SP �ICE �Ef� GTH TAB ES 19 SEPTEMBER 1 , 2016 KLEMENCIC � SeattleWashington98101-2699 :�
<br /> SCALE: NTS S1 SCALE: NTS � SCALE: NTS �� ASSOCIATES � T:2062921200 F:206292120
<br /> c
<br /> �--/ DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE c
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CK T, ACCEPTABILITY M. KUBICKA 03.11.15 16366665 09.01 .16
<br /> � HEC ABBREVIATIONS/ SYMBOLS/ DRAWING LIST �
<br /> — 45-02 SUBSTATION ADDITION 16366665 MKA PTR 09.01.16 �oF wnsx,� THIS DESIGN AND/OR
<br /> �ti '��a9 SPECIFICATION IS APPROVED G. FRANCQ 03.11.15 SHEEt u
<br /> BOE,��� � � ENGINEER TITLE � � � 4`
<br /> � �` � APPROVED BY DEPT. DATE G. FRANCO 03.11.15 45-02 SUBSTATION ADDITION 1
<br /> CHECKED
<br /> � �� ,, w � P.T. RYAN 03.11.15 B U I L D I N G 45'00� �oe N0. COMP No. `' t '
<br /> � G�, zs�se � w APPROVED ���`::'.
<br /> °•� rURAL E�� �w 16366665 _ _
<br /> �ssj�NALE��� APPROVED STRUCTURAL MASTER EVERETT, Wq °wc No. 45-002—S1
<br /> ..(.
<br />
|