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Plans (3) MEIC2013 - 00173 ABBREVIATIONS PIPING IDENTIFICATION DUCTWORK ACCESSORIES GRILLES / REGISTERS / DIFFUSERS GENERAL NOTES - w �, GENERAL MECHANICAL PIPING1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE CEILING SUPPLY AIR DIFFUSER AD ACCESS DOOR TBD TO BE DETERMINED I BIRDSCREEN OR SCREENED OPENING ® ALL WORK PRIOR TO START OF CONSTRUCTION. ff ADJ ADJUSTABLE TI TENANT IMPROVEMENTS COND COND CONDENSATE DRAIN PIPE ;' ff AFF ABOVE FINISHED FLOOR TOC TOP OF CONCRETE t 2. OBTAIN WRITTEN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO AFG ABOVE FINISHED GRADE TOS TOP OF STEEL G G NATURAL GAS PIPE INSTALLATION OF PENE7RATIONS IF NOT SHOWN ON DRAWINGSY AIR DIFFUSER . AHJ AUTHORITY HAVING JURISDICTION TYP TYPICAL HR HR HEATING WATER RETURN PIPE SUPPLY GRILLE ®~ (q OWN WITH LING LTH OW ARROWS) ARCH ARCHITECT; ARCHITECTURAL HS HS HEATING WATER SUPPLY PIPE3. REFER TO CML DRAWINGS FOR UTILITY WORK 5'-0" BEYOND THE BUILDING /f@ Of Your Building AUTOMATIC VAV VARIABLE AIR VOLUME S S LOW PRESSURE STEAM SUPPLY LINE. AUX AUXILIARY VD VOLUME DAMPER �r RETURN OR EXHAUST GRILLE VFD VARIABLE FREQUENCY DRIVE CS COOLING WATER SUPPLY PIPE CEILING RETURN, EXHAUST sEATTLE: BAS BLDG AUTOMATION SYSTEM VSD VARIABLE SPEED DRIVE 4. CONCRETE EQUIPMENT �:URBS, PIPING RAT SLABS, SUMP BASINS, AND 5005 3RD AVENUE S BHP BRAKE HORSEPOWER R CR COOLING WATER RETURN PIPE OR TRANSFER AIR GRILLE HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE PO BOX 24567 BLDG BUILDING W/ WITH CHS CHS CHILLED WATER SUPPLY PIPE VOLUME DAMPER AND WILL BE PROVIDED BY GENERAL CONTRACTOR. SEE STRUCTURAL SEATTLE, WA 98124 BS BIRD SCREEN W/O WITHOUT CHR CHR CHILLED WATER RETURN PIPE DRAWINGS FOR CONSTRUCTION DETAILS. 1-800-669-6223 BTU BRITISH THERMAL UNIT HVAC MOTOR OPERATED DAMPER BTUH BRITISH THERMAL UNITS PER HOUR AC AIR CONDITIONING CDS CDS CONDENSER WATER SUPPLY PIPE LOUVER (ELEVATION VIEW) RECEIVED 16790 NE PORTLAND: ACT ACOUSTICAL CEILING PILE CDR CDR CONDENSER WATER RETURN PIPE MST CA COMPRESSED AIR AHU AIR HANDLING UNIT CAB CABINET BDD BACKDRAFT DAMPER PLUMBING PIPING SMOKE DETECTOR MAR 2 8 2013 PORTLAND, OR 97230 COND CONDENSATE SITE MAP CITYOFTIGARD C/L CENTER LINE CRU COMPUTER ROOM UNIT CW COLD WATER PIPE (POTABLE) SD 503-331-0234 CLG CEILING CT COOLING TOWER F ry CFM CUBIC FEET PER MINUTE CV CONSTANT VOLUME HW HOT WATER PIPE (POTABLE) B�JILD"'dG DIVISIOIw www.mokinstry.com CLG CEILING Hwc HOT WATER CIRCULATING {POTABLE) AIRFLOW MONITOR HVAC ANNOTATION ; W '..I CO CARBON MONOXIDE DB DRY BULB ID ID INDIRECT DRAIN + EQUIPMENT TAG € € =Et CO2 CARBON DIOXIDE DIFF DIFFUSER NP NPCW NON-POTABLE CW PIPE a I�, 7 COL COLUMN DMPR DAMPER REMOTELY OPERATED VOLUME DAMPER "• j COL CONCRETE ORL ORL OVERFLOW RAINWATER LEADER YOUNG REGULATOR OR APPROVED ;e ;7 'y h ' °" Mss " , ( ) X EQUIPMENT DESIGNATION PROJECT: W PW PUMPED WASTE CONN CONDENSER; CONDENSATE EA EXHAUST AIR € WASHINGTON SQUARE CONN CONNECT; CONNECTION EAT ENTERING AIR TEMPERATURE PSD PSD PUMPED STORM DRAIN Y � '"-� " r f,i: � � � �_� I I€ CONSTR CONSTRUCTION ECG EGGCRATE GRILLE RWL RWL RAINWATER LEADER GRILLE. REGISTER. OR DIFFUSER CQNTR CONTRACTOR EF EXHAUST FAN o BACK DRAFT DAMPER CHILLER R RWL RWL RAINWATER LEADER BELOW GRADE SD SD STORM DRAIN PIPE c" COORDINATE WITH CEILING APPURTENANCES. ` 3 DT5-618 CFM EACH t, F +€ � ,.._.W. DET DETAIL SIZE FCU FAN COIL UNIT,..._ :`....ti.�.. „ z '" ,€ DW DIAMETER FD FIRE DAMPER SS SS SANITARY SEWER PIPE (SITE) DIM DIMENSION FTU FAN TERMINAL UNIT V V VENT PIPE (SANITARY) DEDFLEX CONNECTION TYPE CODE DISCH DISCHARGE yy yy yygS� pipE / _ LINEAR DIFFUSER GRILLE � � 2' LD5 3 300 GRD GRILLE, REGISTER, DIFFUSER CFM EACH , tis . ..- ......_.... DN DIVISION W W WASTE PIPE BELOW GROUND DN DOWN ACTIVE LENGTH IN FT. t ' DS DISCONNECT SWITCH; DOOR SWITCH HC HEATING COIL , FIRE DAMPER THROUGH WALL TOTAL LENGTH IN FT. z k . . a ��` DWDI DOUBLE WIDTH, DOUBLE INLET ,�k ; TYPE CODE =: ,� LAT LEAVING AIR TEMPERATURE -:..: DWG DRAWING —� FIRE DAMPER THROUGH FLOOR Y+, 9585 SW WASHINGTON SQUARE Dwv DRAIN, WASTE, VENT LD LINEAR DIFFUSER PIPING ACCESS0RIES .- - ! MC MECHANICAL CONTRACTOR PORTLAND, OR 97223 E EXISTING MOD MOTOR OPERATED DAMPER; MODULATING FIRE/SMOKE DAMPER THROUGH WALL „, „u„ „, r , ,.,..,.; ___. _ .---_-. -_ .__._� .. . _--. ( ) 'NG EACH MUA MAKE UP AIR PIPING FITTINGS EA ELECTRICAL / GENERAL INFORMATION SYMBOLS DRAWING INDEX EC ELECTRICAL CONTACTOR; END CAP OA OUTSIDE AIR TEE W PIPE UP FIRE SMOKE DAMPER THROUGH FLOOR REGISTRATION: EL ELEVATION OBD OPPOSED BLADE DAMPER - '*' TEE DOWN W/ELBOW FIRE/ SMOKE ELECTRICAL t TEE UP W/ ELBOW SHEET # SHEET TITLE ELEV ELEVATION RA RETURN AIR - TEE Up � ACCESS DOORS NEW WORK MO.0 LEGEND, ABBREVIATIONS, & GENERAL NOTES EQUIP EQUIPMENT RAT RETURN AIR TEMPERATURE _ -_-- -- --------- ------ --- -- ------- _----- - ESP EXTERNAL STATIC PRESSURE INSIN DOWN FUTURE WORK M2.0 MECHANICAL ROOM PLANS - DEMOLITION & NEW WORK RCP REFLECTED CEILING PLAN AD ED PROF EXH EXHAUST RTU ROOF TOP UNIT 90" ELBOW UP M2.1 MECHANICAL ROOF PLANS - DEMOLITION & NEW WORK '� 6 EXIST EXISTING � 90' ELBOW DN - 5 �NG€NFF,410 SA SUPPLY AIR - 90" 12x12 SL 1" ACOUSTICALLY LINED DUCT M5.0 MECHANICALCAP . DETAILS �``' 71072PE w� (F) FUTURE SAT SUPPLY AIR TEMPERATURE UNION X —DETAIL OR DIAGRAM NUMBER M6.0 CHILLER ac COOLING TOWER PIPING DIAGRAM I X —SHEET NUMBER M7.0 MECHANICAL SCHEDULES F FAHRENHEIT SD SMOKE DAMPER FLANGE 12x12 2"SL 2" ACOUSTICALLY LINED DUCT FA FIRE ALARM SF SUPPLY FAN WHERE DETAIL/DIAGRAM SHOWN OREGON FCO FLOOR CLEANOUT SL SOUND LINED FLEX HOSE CONNECTION M7.1 MECHANICAL SCHEDULES 9�0 FDC FIRE DEPARTMENT CONNECTION SM SHEET METAL DOUBLE BELLOWS FLEX CONNECTION - R NRA Y M 0 ND FIG FIGURE SP STATIC PRESSURE SINGLE BELLOWS FLEX CONNECTION CHANGE OF ELEVATION RISE(R) DROP(D) X —SECTION LETTER FIO FURNISHED AND INSTALLED BY OWNER TG TRANSFER GRILLE FLOW ARROW TRANSITION X —SHEET NUMBER WHERE SECTION SHOWN EXPIRES: 6(30!2014 FLEX FLEXIBLE CONCENTRIC REDUCER DIGITAL SIGNATURE FLG FLANGE TSP TOTAL STATIC PRESSURE FLR FLOOR ECCENTRIC REDUCER FO FUEL OIL UH UNIT HEATER - 1% ECCENTRIC SLOPE SYMBOL r� X —PLAN NUMBER FP FIRE PROTECTION - BREAK OR CONTNUATION SYMBOL r TURNING VANES X —SHEET NUMBER WHERE, PLAN SHOWN FPM FEET PER MINUTE WB WETTEBULB COLUMN DOWN SPOUT NOZZLE FT FIRE SMOKE DAMPER WG WATER GAUGE I CLEANOUT SMOKE DETECTOR REVISION NUMBER - DENOTES NUMBER AND DATE FT FOOT; FEET FURN FURNISH -- r,, �� TAP SD Ax PIPING WHEN REVISION OR ISSUE OCCURED GA GAGE BP BACKFLOW PREVENTER HOSE CONNECTION RETURN / EXHAUST / OUTSIDE AIR GALV GALVANIZED O PLUMBING FIXTURE CALL-OUT GC GENERAL CONTRACTOR CD CONDENSATE DRAIN VALVES, � SUPPLY j TRANSFER AIR (SEE PLUMBING SCHEDULES) GEN GENERATOR CHW CHILLED WATER 4 MOTORIZED 2-WAY VALVE ® DRAWING NOTE REFERENCE GPM GALLONS PER MINUTE CHR CHILLED WATER RETURN LIABILITY REVISIONS: CHS CHILLED WATER SUPPLY MOTORIZED 3-WAY VALVE TERMINAL UNITS - SEE ® POINT OF CONNECTION The City of Tigard and its HP HORSEPOWER; HIGH PRESSURE - PRESSURE REDUCING VALVE SCHEDULE FOR TYPE HR HEATING RETURN EWT ENTERING WATER TEMPERATURE - �. CONTROL VALVE employees shall not be HS HEATING SUPPLY RELIEF VALVE ® POINT OF DEMOLITION responsible for discrepancies HTG HEATING LWT LEAVING WATER TEMPERATURE b BALL VALVE which may appear herein. HTR HEATER 3-WAY GATE VALVE INSTRUMENTATION AND CONTROLS ID INSIDE DIAMETER/DIMENSION PLUMBING BUTTERFLY VALVE LF LINEAL FOOT a AREA DRAIN ' '' DIAPHRAGM VAVLE DUCTWORK CHECK VALVE REFRIGERANT PIPING MAX MAXIMUM CO CLEAN OUT; CARBON MONOXIDE _ NEEDLE VALVE THERMOSTAT SHALL NOT BE INSTALLED IN A MBH 1000 BRITISH THERMAL UNITS PER HOUR CW DOMESTIC COLD WATER Q-� SENSOR MEANS OF EGRESS,AND SHALL GLOBE VALVE MED MEDIUM EWC ELECTRICAL WATER COOLER ---- GLOBE VALVE ANGLE COMPLY WITH OMSC 1107.2.2 MFR MANUFACTURER DEMOLITION DUCT CO CARBON MONOXIDE SENSOR FOR PENETRATIONS MH MANHOLE FD FLOOR DRAIN GLOBE VALVE 3-WAY MIN MINIMUM; MINUTE(S) GAS I N DUCT TO BE DEMOED x❑ VISUAL ALARM LIGHT - WALL MOUNTED MISC MISCELLANEOUS HW DOMESTIC HOT WATER Q PLUG VALVE HWC DOMESTIC HOT WATER RECIRCULATION BALANCING VALVE RECTANGULAR DUCT ® SWITCH N/A NOT APPLICABLE HOSE BIBB SUPPLY AIR DUCT , n ID NC NORMALLY CLOSED IE INVERT ELEVATION TURNING UP OR TOWARD Appro ed j,� NIC NOT IN CONTRACT IN WC INCHES WATER COLUMN PIPING ACCESSORIES I [K NO NORMALLY OPEN; NUMBER IW IONIZED WATER; INDIRECT WASTE RECTANGULAR DUCT YApprovedC j NOM NOMINAL -- - PUMP Conditionals .............. NTS NOT TO SCALE NPCW NON POTABLE COLD WATER See Letter to:Follow..................[ Qw AUTOMATIC AIR VENT TURNING DOWN OR AWAY Attached................ � DESCRIPTION Q SUPPLY AIR DUCT N0. DATE DESC w►v Permit Nu hPr. OA OVERALL ORL OVERFLOW RAINWATER LEADER _- Q e" HIGH CAPACITY AIR VENT RECTANGULAR DUCT Addre.s: `�A c� 1 OC ON CENTER Q 1� `� McKINSTRY DIVISION: OD OUTSIDE DIAMETER PD PLANTER DRAIN; PR=SSURE DROP �$ SHOCK ARRESTOR EXHAUST OR RETURN AIR DUCT r ,A € 4 y 1.3y: Date:_ OVHD OVERHEAD LB PLUMBING PRESSURE REDUCING VALVE FLOW SWITCH TURNING UP OR TOWARD , ; CYO :1 ,y B , +.� ENGINEERING PRVVACUUM BREAKER POC POINT OF CONNECTION O RECTANGULAR DUCT PRELIM PRELIMINARY RPBP REDUCED PRESSURE 4 PRESSURE GAUGE � �pCQt,'od plans PSI POUNDS PER SQUARE INCH BACKFLOW PREVENTER f1 TEMPERATURE SENSOR EXHAUST OR RETURN AIR DUCT ❑ Co �'�''` ° r ?�' r%r "�I 4 ha!i be on job site., DESIGNED BY: AARON WOZNIAK PSIG POUNDS PER SQUARE INCH GAUGE Y TEMPERATURE INDICATOR TURNING DOWN OR AWAY ❑ G,;, g;�t: ;;;:,; eor,.,�:Ao DRAWN BY: BEV PATTERSON SD STORM DRAIN '`� AUTO FLOW VALVE ❑ , �, ° I l,� : „ :' C^r" `-�I =" CHECKED BY: QTY QUANTITY SS SANITARY SEWER FLOW METER � •~ R RELOCATED VTR VENT THROUGH ROOF METER ROUND DUCT ® F� t r • :4 Cl i�_�i. . r- l Y:, 4<d OrT ICE COPY JOB NUMBER: 7705 RAI) RADIUS Y STRAINER0 TURNING UP OR TOWARD ❑ v::UC+w-r�;vi�rr". DATE: 03/28/2013 READ REQUIRED W WASTE Y STRAINER W/ BAIL VALVE ® }.gi '�C; P3.; a I.c�:',rSCALE: AS SHOWN RPM REVOLUTIONS PER MINUTE WC WATER CLOSET — PIPE SLEEVE WH WATER HEATER r STEAM TRAP F 0 ROUND DUCT ❑ C.,+ao'ur: I to ;7r.,�ry DEFERRED RRED SF SQUARE FOOT WSP WET STANDPIPE TURNING DOWN OR AWAY SIM SIMILAR T PIETIES PLUG ❑ F1�:i,11-:) ;+�G: �.:?C^.,�€ .'o ire Sprinkler .+..,., SHEET TITLE: SPEC SPECIFICATION �/ . WATTS/LF ❑ I€YiLt! al;i CL. 1 ,I I''Ire Alarm ...� SQ SQUARE HEAT TRACING r LEGEND ABBREVIATIONS OVAL DUCT �techanlca>l STD STANDARD ❑ Spray l,�+ ' ; 1 a t„ �+ , d,P r t ,a,, Plumbing ....,. STRUC STRUCTURAL SUCTION DIFFUSER W/ STRAINER TURNING UP OR TOWARD electrical & GENERAL NOTES -- RPBP REDUCED PRESSURE ❑ W •nqs,D,,I? d Pier and Ca's�'Zons Truss Engineering ...". BACKFLOW PREVENTOR Y FUNNEL DRAIN ❑ SSat':er~�ts - Shop Drawings Oche! FLOOR DRAIN ❑ special( r�. 'i��a, Erravc.Von ar�d H�'n3 Q ROOF DRAIN ❑ Smoke-Control SyZ'ons F—WS4Qf � - / ,66_ I�6V l� Lei(� SHEET NUMBER: Q ROOF OVERFLOW DRAIN Ot!z4r Insn^�o"i�r��._. T, ® FLOOR SINK LA 1/ ' • Q HUB DRAIN F-`��Z � (C)srcl - x PERMIT SET (E) ROOF HATCH & '`T-' '.� ••.Y. -' SHIP'S LADDER E) TEMPERATURE CONTROL CONDENSER WATER j AIR COMPRESSOR TREATMENT EQUIPMENT ;i I 9m ------ --- ---- --- — -- --- - y1,�h' fe Of Your Building EXPANSION SEATTLE: 5005 3RD AVENUE S P) TO xEF-5 I /18 X I I I I I III I I I TANK (E) OONDENSOt WATER PO BOX 24567 — — v_L I u I� I _jFS STORAGE TANK SEATTLE, WA 98124 —FL,1 L — -1 (E) IMS UP (E) Ir I (E) EH-5 O '� 1-800-669-6223 PORTLAND: 8• 12• 16790 NE MASON ST SUITE 100 E) TEMPERATURE (E) 8 8r PORTLAND, OR 97230 i CONTROL PANEL I 4 I 503-331-0234 Be Y I - 100 www.mckinstry.com E FS E FS (E) 12• O O ' � 14•CDS UP ❑ ❑ (E) FS❑ � (E) S (E) FS (E) P-9 (E) P-3El (E) P-4 PROJECT: I =F= j I =of= I I I WASHINGTON SQUARE 16� 1s• 1s• CHILLER REPLACEMENT CH (E) CH-3 (E) CH-2 (E) -1 i Ir 10" .. CHR ( (E) 10"CHR & CHS TO SYSTEM (E) r1S (E) FS (E) P-1 (E) P-2 ❑ (E) P-10 J/ (E) Por FEEDER 9585 SW WASHINGTON SQUARE PORTLAND, OR 97223 (E) EH-5 • 0 g• • �E) 10• BYPASSF24 (E) 8• (� 8v 10• (� 10• CHS THRU4ROOF PEN REGISTRATION: ST)AR'TERG ISTARTER L(SET)ARTER (E) PLUMBING EQUIPMENT i' _ PRESSURE REDUCING ASSEMBLY _---- _._ -.__.__ . - _.._.. PROFF txGIN (E) 10 CHS & CHR 71072PE TO FAN ROOM y OREGON �0 yR41'MON�3*3 MECHANICAL ROOM PLAN - DEMOLITIONI EXPIRES: 613012014 M2.0 1/4" = V-0" DIGITAL SIGNATURE 0 2' 4' 8' — — — — — — — — — -1 r- -- f ' (E) ROOF HATCH & I E) TEMPERATURE CONTROL SHIPS LADDER I I I I I AIR COMPRESSOR REVISIONS: r- E) 18x 18 �— — UP TO EF-5 I I X III 11 I I I III I 14" UP TO CL-1 I I (E) EH-5 (E) FS t 4" UP TO Ili I I I II I I I III I I ❑ IZ4 — _ _-14 L I JLI J L-L _L I JI I I t 4 ET-1 L _ —1 I 6" BYPASS CDS CDS 40 14" � —CIR- 7 R— I -1— I I to•I I — — �— —CDR-0 I — — M CDR 10" 1 I I on 8' I `10" (E) TEMPERATURE CONTROL PANEL I (E) FS I I I (E) FS ❑(E) FS I CWP-1 ® ❑ i (E) FS (E) FS❑ I NO. DATE DESCRIPTION CHWP-1 CHWP-2 CHWP-3 I I �14" McKINSTRY DIVISION: ENGINEERING (E) 10"CHR & _ CHS TO SYSTEM DESIGNED BY: AARON WOZNIAK i V (E) FS DRAWN BY: BEV PATTERSON (E) EH-5 (E) FS CHECKED BY: 6" BYPASS AS-1 (E) POT FEEDER JOB NUMBER: 7705 (E) 2424 OPEN i THRU ROOF DATE: 03/28/2013 SCALE: AS SHOWN 14" H 2 8. CH-1 80 10" 10" I SHEET TITLE: CH-3 8 14" .. HS .. E PLUMBING EQUIPMENT MECHANICAL ROOM PLANS- { PRESSURE REDUCING ASSEMBLY I DEMOLITION & NEW WORK (E) 10"CHS & CHR TO FAN ROOM SHEET NUMBER: 2 -1 MECHANICAL ROOM PLAN - NEW WORK M2.0 1/4' = V—o" 0 2' 4' 8' M2 , 0 X PERMIT SET 'B B� `AA l � � ins r fe Of Your Building (E) 2-VENT FROM SEATTLE: STORAGE TANK I 5005 3RD AVENUE S U PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 (E) FS PORTLAND: (E) 14"CWR DIN 16790 NE MASON ST SURE 100 PORTLAND, OR 97230 (E) CT-1 (E) VT 2 (E) CT-3 503-331-0234 12- F(E) 14- www.mckinstry.com u 1CWR 2- 1U- CWR 8- u E) 14-CWS DN E) 12-BALANCING VALVE (TYP) PROJECT: F_ __lF_ r 7 WASHINGTON SQUARE L J L L J CHILLER REPLACEMENT 11 suw (") (� 12• n cm 10• n 8- n CWR 9585 SW WASHINGTON SQUARE PORTLAND, OR 97223 (E) 2424 DUCT REGISTRATION: • (E) DRAIN 'J j(/ �__ ��REDPROr 71072PE r. ? 71072PE r y OREGON i 'Pp 1 NRArMONO`N01' MECHANICAL ROOF PLAN - DEMOLITION EXPIRES: 8392014 M2.1 1/4' _ 1'-O' DIGITAL SIGNATURE REVISIONS: STORAGEENT TANKRO- 14'CDR DN� 14•COS DN E) FS I o U 8-CDR TO CT-1 NO. DATE DESCRIPTION L - - - - - -CDR- - - 14• McKINSTRY DIVISION: ENGINEERING DESIGNED BY: AARON WOZNIAK DRAWN BY: BEV PATTERSON I CHECKED BY: u V JOB NUMBER: 7705 DATE: 03/28/2013 SCALE: AS SHOWN SHEET TITLE: (E) DRAIN J MECHANICAL ROOF PLANS- (E) 24X24 DUCT DEMOLITION & NEW WORK ................-- - SHEET NUMBER: 2MECHANICAL ROOF PLAN - NEW WORK 1/4• = 1'-0• M2. 1 0 2' 4' 8' x PERMIT SET vllia VAI niU'"i�9�1 1 f , rq ife Of Your Builtling SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST SUITE 100 PORTLAND, OR 97230 503-331-0234 www.mckinstry.com PROJECT: WASHINGTON SQUARE CHILLER REPLACEMENT 9585 SW WASHINGTON SQUARE PORTLAND, OR 97223 REGISTRATION: PRESSURE GAUGE 4" DIA 0-100 PSI (TYP) Ed PROF PIPE OFF TOP OF WATER METER: FROM EXISTING REDUCED R F MAKE-UP WATER LINE 1/4" MxF NEEDLE P/T PORT (TYP) 1 BADGER RECORDALL PRESSURE BACKFLOW ��5 �NGINEF,Q o2 MODEL 40 OR EQUAL 1" V�-� ( ) 1" Wn PREVENTER ��`' 71072PE `fir " CHECK VALVE - � OREGON3/4 UNION (TYP) TER o GLOBE VALVE (TYP) VALUETREX VX SERIES yRA y *� NORMALLY CLOSED 9.875" LONG, 4.5" WIDE M 0 N� ISOLATION VALVE 25 MICRON SEDIMENT FILTER I EXPIRES: 6/30/2014 ADJUST REDUCED I DIGITAL SIGNATURE UNION 1" PRESSURE TO 12 PSI 1" PRESSURE GAUGE 0-100 PSI 20 PSI RELIEF VALVE " 1 I ID b b I P/T PORT CHARGING VALVE PRV WITH 01 INTERNAL STRAINER Z ISOLATION VALVE EXPANSION TANK CW TO BLDG O+ 01 SEE PLANS - ET-1 REVISIONS: FULL PORT BALL VALVE WITH HOSE ADAPTER & CAP (TYP) REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY H I QAAV 3/4" DRAIN ISOLATION VALVE--- ,.a VALVE HOSE END WYE STRAINER PRV SEE PIPING DIAGRAM _ _ I PRESSURE GAUGE FOR PIPE SIZES ) 3/4" `o PRV TANGENTIAL AIR ELIMINATOR b� �-- ----- P AIR GAP FlTTING Lo MIN 24" AFF 2 A—K)+o AS. -------.� �T MAX 60" AFF SEISMIC ATTACHMENT -- --- - - ---- - - ----- -- -- BRACKETS BY MFRbH 3/4" BLOWDORECESSED WN VALVE HOSE BIBB W/ NON-REMOVABLE THREADED W/ HOSE CAP , AIR SEPARATOR AND MAKE-UP WATER DETAIL FLOOR DRAIN HOSE MODEL OR 8a3A OR110N VACUUM BREAKER WATTS EQUAL M5.0 SCALE: NOT TO SCALE NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING I DESIGNED BY: AARON WOZNIAK DRAWN BY: _BEV PATTERSON CHECKED BY: JOB NUMBER: 7705 DATE: 03/28/2013 SCALE: AS SHOWN SHEET TITLE: MECHANICAL DETAILS SHEET NUMBER: M500 x PERMIT SET ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 16790 NE MASON ST SUITE 100 PORTLAND, OR 97230 503-331-0234 ---------14----T--------r--------� I www.mckinstry.com I8" (TWO CONNECTIONS I PER CELL TYP) I I PROJECT: I I WASHINGTON SQUARE I CT-1 CHILLER REPLACEMENT I I I 10" EQUALIZER I CONNECTION (TYP 3) 9585 SW WASHINGTON SQUARE I I 10" 1o" PORTLAND, OR 97223 I w I GWs I I REGISTRATION: I w » • " 6 r CWS 4 CWS CWS I NO INQ I �� 71072PE I DIFFUSER {TYP} I y I x-14 CWP-1 CWP-2 OREGON CWP-3 �Q*RA 1'MON'3 IEXPIRES: 6130/2014 I DIGITAL SIGNATURE I ( I GWS • a I r-------- ----CHWR---- 14 I I I I i I I I CHWP-2 CHWP-3 I � REVISIONS: ---------�e----- -- CWR --------.------ ---------------J�----- —CWR—————— I SUCTION DIFFUSER (TYP) 3" REFRIGERANT RELIEF I THROUGH ROOF (TYP) I CWS " w CWS I � ( --------I--- ---�—�—14' ------�° F CHWR I - , - 10" / " � � 10" / ' �� 10" I U�-14"ur AS-1 " s I s BYPASS , Y 8" CH 3 --cf L— —— 6" TEMPORARY CHILLER 8 # 4 8 i I iM-'� RETURN CONNECTIONS NO. DATE DESCRIPTION L.------ CHWR_-------8-------------- -------------- CHWR----- ----L_...---J — McKINSTRY DIVISION: 14" ENGINEERING ' ------CHWR...-- i0n ------------ 10" —————— DESIGNED BY -------- AARON WOZNIAK (E) 10"CHR & CHS DRAWN BY: BEV PATTERSON 8" 8" I TO BUILDING COILS CHECKED CHWS8w 1414' CHWS CHWS A& CHWS JOB NUMBER: 7705 I DATE: 03/28/2013 I SCALE: AS SHOWN I ,L (E) 10"CHS & CHR 6" TEMPORARY CHILLER SHEET TITLE: TO BUILDING COILS SUPPLY CONNECTIONS CHILLER & COOLING TOWER CHILLER & COOLING TOWER PIPING DIAGRAM PIPING DIAGRAM M6.0 DIAGRAMMATIC SHEET NUMBER: M650 x PERMIT SET HVAC PUMP SCHEDULE WATER COOLED CHILLER SCHEDULE OPEN COOLING TOWER DESCRIPTION DESCRIPTION DESCRIPTION UNIQUE TAG# CWWP_1 C`dVP-2 CWF'-3 CHIAP-1 CHWP-2 CHVVP-3 I UNIQUE TAG# CH-1,CH-2,„H-3 UNIQUE TAG# CT-1 LOCATION MECH ROOM MECH ROOM MECH ROOM MECH ROOM MECH ROOM MECH ROOM LOCATION(FLOOR+I,GRID INTERSECTION) MECHANICAL ROOM LOCATION OF TOWER (ROOF,GROUND OR INDOOR DUCTED) ROOF � %fe of Your Building QUANTITY 1 1 1 1 1 1 QUANTITY 3 QUANTITY 1 TYPE AND ARRANGEMENT END SUCTION END SUCTION END SUCTION END SUCTION END SUCTION END SUCTION SCOPE QUALIFIER(PROJECT PHASE,FUTURE;ALTERNATE,ETC) AS SPECIFIED IN RFP SCOPE QUALIFIER(PROJECT PHASE,FUTURE,ALTERNATE, ETC) AS SPECIFIED IN RFP --`' ••-- SEATTLE. AREA ISYSTEM SERVED CT-1 CT'-1 CT-1 CHILLED WATER CHILLED WATER CHILLED WATER TYPE(VARIABLE OR CONSTANT SPEED,'COMPRESSOR TYPE) MULTI-STAGE TURBINE TYPE(INDUCED DRAFT,FORCED DRAFT,LOW PROFILE) INDUCED DRAFT 5005 3RD AVENUES MANUFACTURER DATA EVAP HX TYPE(WATER-IN-SHELL/WATER-IN-TUBE;BRAZED PLATE) WATER IN SHELL AREA/SYSTEM SERVED CHILLED WATER PLANT PO BOX 24567 ..__��__.-_--._-._.-._---_---_--•-_-•-._.-._...�__.__ MANUFACTURER B&G B&G SEATTLE, WA 98124 B&G B&G B&G B&G CONDENSER HX TYPE(WATER-IN-TUBE 1 BRAZED PLATE) WATER IN TUBE MANUFACTURER DATA 1-800-WA 98123 MODEL NUMBER SERIES 1510 SERIES 1510 SERIES 1510 SERIES 1510 SERIES 1510 SERIES 1510 AREA I SYSTEM SERVED CHILLED WATER PLANT STATUS(AS PROPOSED,AS APPROVED;AS BUILT) AS PROPOSED MATERIALS OF CONSTRUCTION BRONZE FITTED BRONZE FITTED BRONZE FITTED BRONZE FITTED BRONZE FITTED BRONZE FITTED MANUFACTURER BALTIMORE AIRCOIL COMPANY PORTLAND: MANUFACTURER DATA PHYSICAL DIMENSIONS MODEL NUMBER _ 3872C-OM-3 16790 NE MASON ST STATUS(BASIS OF DESIGN I AS APPROVED!AS BUILT) AS SPECIFIED IN RFP SUITE 100 LENGTH x WIDTH x HEIGHT (IN) 56Y24x30.5 56x24x30.5 55x24x30,5 56x 56x24x30.5 56x24x30.5 NUMBER OF SEPARATELY OPERABLE CELLS PER TOIAER 3 PORTLAND, OR 97230 SERVICE CLEARANCE(FRONT 1 REAR i LEFT!RIGHT/TOP}(IN MANUFACTURER TRANS _._.._.-__-__W......._.......W_.._.._ _W ...._...... _.._..WW__._-.,..-.-.__.. .... ._.._.W........._. COMMON SUMP FOR MULTI-CELL TOWERS?(YES/NO) NO _�._.. _..- - 503-331-0234 OPERATING WEIGHT,INCLUDE BASE WEIGHT (LBS) 1355 1355 1355 1355 1355 1355 MODEL NUMBER 8-1123 CH-700T MATERIALS OF CONSTRUCTION(TOWER BASIN;STRAINER) GALVANIZED WITH TRI ARMOR �' w... TYPE OF REFRIGERANT R- 23 www.rnckinstry.com PERFORMANCE MATERIALS OF CONSTRUCTION (TOWER CASING) GALVANIZED DESIGN PUMP FLOW(GPM 211}0 2100 21130 1672 1672 1672 POUNDS OF REFRIGERANT 1650 LBS ARI CERTIFICATION PROGRAM 5501590 MATERIALS OF CONSTRUCTION(FAN BLADES) CAST ALUMINUM MINIMUM PUMP FLOW(GPM) 630 830 630 502 502 502 .__ ..__ ._. W. -. _.-.. �__. _.__. .___ ._._._..............._....._....____......WW........_........ ----- �. F } , .. ... . . .. .. -.-...---�-�----•�--....---•_-.. BASIN SWEEPER ACCESSORY(YES:NO) YES MATERIALS OF CONSTRUCTION . ._ _._......._................_ _ '.._.__.._... ._ _........._. ......._._._..... _....- W EIIIIIIII - DESIGN PUMP SPEED(RPM) 1770 1770 1770 1770 1770 1770 WATER TREATMENT ACCESSORY(DESCRIBE) NO TOTAL HEAD (FT.W.C.) 100 100 100 150 150 150 I AUTOMATION SYSTEM INTERFACE PROVIDED?(BACNET.OTHER,NONE) BACNET PROJECT: ACCESS LADDER ACCESSORY(INSIDEIOUTSID£INUN£) PER SUBMITTAL INITIAL IMPELLER DIAMETER(IN.) 12:5 12.5 12.5 13 13 13 ' ARE ALARM CONTACTS PROVIDED FOR BULDI:G SYSTEM MONITORING? YES WASHINGTON SQUARE HEAT EXCHANGER SHS-ELL MATERIAL. CARBON STEEL EXTENDED LUBE LINES(IF NECESSARY TO MAINTAIN MOTOR) NO NET POSITIVE SUCTION HEAD(NPSH)REQUIRED(FT.WC,) 12.65 12.65 12.65 9.7 9.7 9.7 AQUASTAT OR SUMP HEATER PROVIDED BY: MANUFACTURER MAXIMUM FLUID TEMPERATURE("F) 150 150 150 150 150 150 HEAT EXCHANGER TUBE MATERIAL COPPER - _..... ..........W .._.... _ --------- ........_..........................................................._.............._................_..... TYPE OF WATER LEVEL CONTROL FLOAT ELECTRONIC. NONE' FLOAT CONDENSER MARINE WATER BOXES INCLUDED (YES i NO)� YES -- -- .--.-. _ _ _.._._ W ___.._.........._ _a } __._ __ _______ _.,_ CHILLER REPLACEMENT RATED FLUID PRESSURE(PSIG) 175 175 175 175 175 175 LOWWATER INTERLOCK FOR SUMP HEATER PROVIDED BY: MANUFACTURER - MOTOR EFFICIENCY 92% 0.92 0.92 0.92 0.92 0.52 EXTERNAL FLOWSWiTCH REQUIRED(ON EVAPORATOR/ON CONDENSER)? NO PHYSICAL DIMENSIONS PROPYLENE GLYCOL PERCENTAGE 0 0 0 0 L' 0 HEAD PRESSURE REGULATING VALVE(CONTROLLED BY CHILLER)INCL.? BY MANUFACTURER LENGTH x WIDTH x HEIGHT(IN) 35'-10'x 21'-6"x 19'-9" ELECTRICALPHYSICAL DIMENSIONS 1 UPRATING WEIGHT, INCLUDE FLUID&BASE WEIGHT(LBS) 104,688 QUANTITY OF ELECTRICAL CONNECTIONS 1 1 1 1 1 1 LENGTH x WIDTH x HEIGHT(IN ) 196 X 126 X 117 LEAVING WATER CONN.SIZE,QUAN,TYPE(IN. IPSiGROOVED,'FLANGED) 10"FLANGED VOLTAGE!PHASE 46013 46013 46013 46013 46013 46013 SERVICE CLEARANCE(FRONT lREAR;LEFTiRIGHTITOP)(IN.) _-�...W 36,'3013......o.....-........._... ......_. __ _ ENTERING WATER CONN.SIZE,QUAN, TYPE(IN. IPS/GROOVED/FLANGED) 10"FLANGED MOTOR HORSEPOWER 75 75 75 75 75 75 EVAPORATOR CONNECTIONS SIZE,TYPE(IN.IPSIGROOVED/FLANGED?) 8"FLANGED MAKEUP WATER CONN.SIZE.TYPE(IN., IPSIGROOVED/FLANGED) 2"MPT BRAKE HORSEPOWER 74 74 74 74 74 74 CONDENSER CONNECTIONS SIZE,TYPE(IN.IPSIGROOVEDIFLANGED?) 10"FLANGED DRAIN CONNECTION SIZE,QUAN,TYPE(IN.,IPSIGROOVEG/FLANGED) 2"MPT 95(75 SW WASHINGTON SQUARE ALTERNATE POWER,SOURCE REQUIRED NO NO NO NO NO NO RELIEF CONNECTIONS QUANTITY.SIZE(IN. IPS.EACH) 3"NPT OVER FLOW CONNECTION SIZE.TYPE(IN.. IPS/GROOVEDIFLANGED) 3"MPT STARTER PROVIDED BY ELECTRICAL ELECTRICAL ELECTRICAL. ELECTRICAL ELECTRICAL ELECTRICAL OPERATING WEIGHT(LBS.) 33,598 LBS PERFORMANCE PORTLAND, OR 97223 DISCONNECT PROVIDED BY ELECTRICAL ELECTRICP�L ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL 1PERFORMANCE DESIGN FLO'd4RATE(GPM) 6300 VARIABLE FREQUENCY DRIVE PROVIDED BY CONTROL CONTR CONTROLCONTR CONTROL CONTR CONTROL CONTR CONTROL CONTR CONTROL CONTRDESIGN PEAK COOLING CAPACITY(TONS) 700 TONS MINIMUM OPERATING FLOWRATE(GPM) 3150 REGISTRATION: CODE REQUIRED ELECTRICAL OUTLET PROVIDED BY ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL MIN.RECOMMENDED OPERATING COOLING CAPACITY(TONS) 160 TONS AMBIENT DESIGN SUMMER WETBULB(°F) 78 ACOUSTICAL& SEISMIC I EVAPORATOR DESIGN FLOW(GPM) 1671.4 GPM TOWER ENTERING WATER TEMPERATURE(°F) 95 PUMP SUPPORT ISOLATION REQUIREMENTS SPRING BASE SPRING BASE SPRING BASE. SPRING BASE SPRING BASE SPRING BASE I EVAPORATOR DESIGN ENTERING FLUID TEMPERATURE(°F) 50°F TOWER LEAVING WATER TEMPERATURE(°F) 85 PIPE CONNECTION ISOLATION REQUIREMENTS IFLEX IFLEX FLEX FLEX FLEX FLEX i EVAPORATOR DESIGN LEAVING FLUID TEMPERATURE(`F) 40'F TOWER ENTERING WATER REQUIRED PRESSURE(FT HD.) 18 >E(3 PROF�csS NOTES: EVAPORATOR DESIGN FLOW PRESSURE DROP(FT) 32.8 FT,HD. TOTAL FAN AIRFLOW PER TOWER(CFM) ��5 �NGiNe /0 1 PROVIDE WITH SUCTION DIFFUSER WITH REMOVABLE SCREEN ICONDENSER DESIGN FLOW(GPM) 2100.0 GPM DESIGN FAN SPEED (RPM) �`�' 71o72PE 2� 2. PROVIDE WITH I-ALERT CONDITION MONITOR,COUPLING GUARD,AND CENTER DROP OUT SPACER COUPLING. [ CONDENSER DESIGN ENTERING FLUID TEMPERATURE ff) 85°F FAN POWER(HP PER CELL/TOTAL) - - 300 - 3. PROIVDE WITH STANDARD SEAL. ( CONDENSER DESIGN LEAVING FLUID TEMPERATURE(°F) 94°F EQUALIZER PIPE CONNECTION SIZE(IN.) 10"FLANGED y OREGON Q I CONDENSER DESIGN FLOWPRESSUREDROP(I T) 32.0 FT.HD. EQUALIZER PIPE LOCATION (LEFTIRIGHT SIDE,BOTTOM) BOTTOM �Q v� EVAPORATOR RECOMMENDED MIN FLOW(GPM) 375 FAN MOTOR TO BE INVERTER DUTY? YES �R,4 yMoNo y € CONDENSER RECOMMENDED MIN FLOW(GPM) 736 FAN MOTOR MINIMUM EFFICIENCY(BY NEMA STD MG-1, �u) 92% DESIGN CONDITIONS FULL LOAD EFFICIENCY I'-kflr(TON): 0.562 kWi I ON ELECTRICAL - _ � - ExPIReS; sr�ono,a DIGITAL SIGNATURE € DESIGN PART LOA-EFFICIENCY(COP, IPLV OR NPLV) 0.42 IPLV AT 40% LOAD QUANTITY OF ELECTRICAL CONNECTIONS 4 mm (ELECTRICAL VOLTAGE!PHASE(FOR EACH CONNECTION.) 461:1,`3 ;AIR SEPARATOR VOLTAGE!PHASE 460:3 QUANTITY OF FANS PER TOWER 3 _�. TAG# AS-1 CHILLER RLA(AMPS) 608.Oa FAN MOTOR HORSEPOWER 30 "MANUFACTURER WESSELS € CHILLER MCA(AMPS) 655.4a ELECTRICSUMP HEATER ACCESSORY(WW) 12 KWPER CELL(36 KAI TOTAL) ;MODEL AP-114 I CHILLER MAX FUSE CIZE(AMPS) 1000a ALTERNATE POWER SOURCE REQUIRED NO ISERiIES CHIL_ED WA`l EIS. STARTER DESCRIPTION(PART LOAD OR.CROSSLINE) CROSS LINE VARIABLE FREQUENCY DRIVE PROVIDED BY: CONTROL CONTRACTOR FLUID WATER > 1 STARTER PROVIDED BY; N/A QUANTITY OF ELECTRICAL CONNECTIONS !SIZE(INLET/OUTLET) 14"114" DISCONNECT PROVIDED BY MANUFACTURERDISCONNECT PROVIDED BY: _. ELECTRICAL MAX CAPACITY GPM 5018 GPM ACOUSTICAL f SEISMIC MIN.REQUIRED SCCR-SHORT CIRCUIT CURRENT RATING(AMPS RMS) 5 kA REVISIONS: !STRAINER(YIN) NO iCODE REQUIRED ELECTRICAL OUTLET PROVIDED BY: ELECTRICAL CHILLER BASE ISOLATION REQUIREMENTS SPRING ISOLATION BY MANUFACTURER HIGH VOLTAGE WIRING OF TOWER CONTROLS BY: ELECTRICAL ACTUAL PRESSURE CROP 2 FT HD PIPE CONNECTION ISOLATION REQUIREMENTS FLEX CONNECTORS ;DIMENSIONS(DIAxHxL) 14"X 28"X 56" ACOUSTICAL& SEISMIC i SEISMIC ATTACHMENT METHOD/WELD TO EMBED i EXP BOLT ANCHOR) BOLT ANCHOR OPERATING WEIGHT(LBS) 475 LBS I QUANTITY OF MOUNTING POINTS 4 COOLING TOWER ISOLATION REQUIREMENTS SPRING ISOLATORS 'REMARKS I PIPE CONNECTION ISOLATION REQUIREMENTS FLEX CONNECTORS I MANUFACTURER'S CERTIFICATE OF COMPLIANCE INCLUDED PER IBC 1708 4 YES FACTORY SOUND TESTING BY MANUFACTURER(YES 1 NO) YES NOTES: STATIC DEFLECTION OF SPRING MOUNTS(IN.) 1.21 1 PROVIDE NTH ADAPTIVE CONTROL PANEL RADIATED SOUND POWER AT DESIGN CONDITION(RE 10E-12 A) 83 HZ 84 125 HZ 86 250 HZ 85 500 HZ 78 1000 HZ 72 ;PIPE & EQUIPMENT INSULATION SCHEDULE 2000 HZ 66 PIPING TEMP THERMAL MEAN RATING INSULATION _ _ ___ INSULATION_THICKNESS BY PIPE SIZE INSULATION 4000 HZ 80 8000 HZ 57 SYSTEM RANGE COND, TEMPERATURE MATERIAL _RUNOUTS TO 2"(2} 1" AND LESS 1-1/4" TO 1-1/2"��m 2'' T(j 4" _.........__......._.} .. . -.._. OVER 6„ HANGERS MANUFACTURER'S CERTIFICATE OF COMPLIANCE INCLUDED PER IBC 1708.4 YES `DOMESTIC COLDWAT£R ALL 0-23427 75 FIBERGLASS 0.5 0.5 0.5 0.5 0.5 0.5 NOTES 1;2;3&4 COOLING TOWER SPRUNG EASE(PROVIDED BY WHO?) MANUFACTURER NO, DATE DESCRIPTION CONDENSER WATER ALL 0.23-0.27 75 FIBERGLASS 1.0 1.0 1.0 1.0 1.0 1.0 NOTES 1,2,&3 QUANTITY OF SEISMIC ATTACHMENT POINTS: 18 ECHILLED WATER 40-55 0.23-0,27 75 FIBERGLASS 0.5 1.5 1.5 1.5 1.5 1.5 NOTES 1,2,&3 SNUBBED SPRING MOUNTS(PROVIDED BY WHO?) MANUFACTURER McKINSTRY DIVISION: NOTES: n �± 1. FOR HOT&COLD PIPING LARGER THAN 2",UTILIZE RIGID INSERTS_ INSULATION CONTINUOUS THROUGH THE HANGER.SHEETMETAL SHIELD. ENGINEERING 2, COLD PIPES 2"AND SMALLER:UTILIZE RIGID INSERTS.INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD, 3: JACKETING:METAL JACKET(SEALED WEATHER TIGHT)WILL BE USED AT ALL EXTERIOR INSULATION EXPOSED TO WEATHER(I E.ROOFTOP PIPING), PVC JACKET WITH RIGID RIGID CALCIUM SILICATE DESIGNED BY: AARON WOZNIAK INSULATION WILL BE USED ON ALL HORIZONTAL PIPING AT OR NEAR THE FLOOR SUBJECT TO POTENTIAL FOOT TRAFFIC PVC JACKET WILL BE UTILIZED ON ALL EXPOSED INSULATION WITHIN DRAWN BY: BEV PATTERSON 6 FEET OF THE FLOOR ELEVATION(I.E.MECHANICAL ROOMS AND GARAGE HOSE BIBBS). PVC IS RECOMMENDED INSTEAD OF METAL IN EXPOSED AREAS DUE TO ITS RESILIENCY-METAL JACKETS DENT. CHECKED BY: 4. ON OUTDOOR INSTALLATIONS,PROVIDE WITH HEAT TRACING RATED AT 5 WATTS PER FOOT. HEAT TRACE TO BE RAYCHEM MODEL 5XL1. INSTALL PER MANUFACTURER'S INSTRUCTIONS. JOB NUMBER: 7705 DATE: 03/28/2013 SCALE: AS SHOWN SHEET TITLE: MECHANICAL SCHEDULES SHEET NUMBER: M700 x PERMIT SET OREGON PIPING SPECIFICATION MATRIX AIM I fe Of Your Building _ PRESSURE TEST PROCEDURE SEISMIC SEATTLE: ID CATEGORY SERVICE DESCRIPTION MANUFACTURER, PRODUCT OR EQUAL MEDIA TEST DURATION CODE IMPORTANCE INSULATION 5005 3RD AVENUE S PO OX 24567 PRESSURE Ip SEATTLE,gWA 98124 ....._ _11.11_ ...�.... _.�... _ 1-800-669-6223 CHS&R CHILLED WATER - HVAC COMMERCIAL I INDUSTRIAL COOLING "II_ _ _ _,__1111 .. 1111. _------------ NORMAL _. _11NORMAL OPERATING PRESS&TEMP UP TO 100 PSI;40 F TO 55 F SET RELIEF TO 75 PSI PORTLAND: ........... -- - ...-... ,---„ _,._.- .__... ---.-. ._._ ... ._........__...._.._ ---...__ _1111 __ _ ._.._._...._. ---........_....._.._._...._.. ..._-...................._._.........................._._._ _1111.__. 16790 NE MASON ST .....IPE MA..----.......-_-----------_...SIZ___------------ES THRU 2_......----_---- ....----...................._....-......._..............._-------_..___-.___._......_.-----------------------------. -.__-------_._..___---------------. PER SUBMITTAL...__._.._..._.._._-----.._._...__...._..---.__-------------------._----------------------------------- PTERIA--L ....... COPPER TUBE TYPE I ASTM BS8 - _ _ SUITE PORTLAND, OR 97230 .w INT TSPECIALTIESP i r JG 5 SWT THREADED AT AS APPLICABLE PER SUBMITTAL ...... ... ...... .............. _v_V-_... ...-......-.............---.----.------•-•-•--W_- T--__..-_ _11 11 .....,.m._..._..._...,........................................ - _..._.. ._...... _1111_ ............................_.... 503-331-0234 FITTINGS JUROT COPPERfBROIJZE SWT JGINT PER SUBMITTAL _.�..- _ -- _.._ ,.._ �. FLANGES.UNIONS &COUPLINGS CAST BRASS i WROT COPPER CLASS 150 PER SUBMITTAL ..... ...._. 11 -- -- 1111._ --... 1111. _.._ ...-___- ........._...., . .. . _... .. - www.mckinstry.com WYE STRAINERS BRONZE BODY KECKLEY E150(SWT) ;F150(FPTI _........ _.. .....,..._.•....._........., •.•..•,............ . .. .... . ...... ...1...111.. .......... ........................... _........... VALVES- ISOLATION 2-PC BALL-FPT MILWAUKEE BA-400,NIBCO T-585-70 _... __._. _. - ............._..._......... ._...._ .............- ..... ....... _.-1111 . -- VALVES- ISOLATION 2-PC BALL-SWT MILWAUKEE BA-45C,NIBCO S-585-70 VALVES-CHECK HORIZONTAL SWING,BRONZE BODY-THREADED MILWAUKEE-5101-1510-T, NIBCO-433-Y ... -- 1 .. ....•.•.. ..•_... _1111. VALVES- BALANCE r�IRCUIT SETTER WITH TEST F;tRTS ARMSTRONG CBV:B&G r6 PROJECT: _. . VALVES-AUTO-BALANCE AUTO-FLOW FDI I AUTOFLOW;GR ..._............................._-----------_---------------------__-_.---_.__----.---.--..--.-.-..-..-.-.-._-...................... ........_^._..,.,»._._-.._._...._.....-......-.....-............__..._........_..._..____...._-_.-------_--._..,....._._.._..........__........»._._,_................................---..--..-.-._.............................._.......................__.............-._.-..-.-.._..-.._..»...-,.».,......_.....................-.. VALVES- DRAINING 2-PC BALL-HOSE ENC}WITH CAP&CHAIN MILWAUKEE BA-I(YjHTA!BA-150HTH WASHINGTON SQUARE _ _ ..._._ _ _ _ 11...................11 _ _... ........................... .. ................. ........................ .................... ........... FLEX C NNECTIONS PUMPS'AHUs BRAIDED FLEX PER SUBMITTAL .... ...... ..... . ......... ............................._11 ........_..... ...... ................. FLE NNE T# N TERMINAL NIT X CO ., O S E UNITS HOSE KIT BRAIDED FLEX,STRA STRAINER, JALvES . T PLUGS PER SUBMITTAL 1.5 TIMES MAX _ _1 111.: ,. _1111: ... __. _ _..:.: ... ::... .--- _. ... _: PRESSURE GAUGES SYSTEM PRESS 2010 OREGON SEE INSULATION CHILLER REPLACEMENT UPES STD fl-150 PSI fOIL-FILLED AT PUMPS) TRERICE 600 C6 4� OPERATING _1111. . . 1__111 WATER 15 MINUTES MECHANICAL 1'C SCHEDULE ( THERMOMETERS SYSTEM TEMPERATURE STD 0-100 F ;RERICE BX 1 WITH THERMO WELL PRESSURE,BUT NOT SPECIALTY CODE i LESS THAN 100 PSI PIPE MATERIAL 2-112"AND UP CARBON STEEL PIPE ASTM A53B ERW SCH STD ASME 16 5 PER SUBMITTAL -- - - .. 111 ...._... _.. _ - INSERTS AT HANGERS # JOINTS BUTT WELD ASME B16.3 PER SUBMITTAL .........,. ._. .............. ................... .--W_-._...W---...n....,.. r......... w._w_W..........._......w. _w w.... .... - .-._.......__._.�....___... _ .._... ....__u._...._.....w._...-.....w.- _w.................... . FlTT#IJGS CARBON STEEL STD WT BUTT V41�LD PER SUBMITTAL -----11 1_-1___.,___..___------1111__.____.__._._.... .__._...___._ FLANGES CARBON STEEL;CLASS 150 PER SUBMITTAL WYE STRAINER_ CAST IP,OI� CLASS 125 KECKLEY STYLE A ... . __..... . VALVES ISOLATION BUTTERFLY CLASS 150 LUG BODY MILWAUKEE CL-223E I CL-323E VALVES CHECK _... .,.. _,.. SWING I SPRING MILWAUKEE F-2974(M),SILENT CHECK 1800 .. .,......._...... ................_._..-_,11,11,..._ ......... .................._....,.._- .--.....--..-.._.............................-......-...-..._..-..-.:._.._..._.._.-_.....-.........................,........... ... 9585 SW WASHINGTON SQUARE VALVES- BALANCE_.-._..------- CIRCUIT SETTER WITH TEST PORTS ARMSTRONG CBV;B&G CB ........ _ 1111. - --- -- --... - - - _......__._._..__.._.. --- _1111. ----- -...........- -- -- --- - .......... PORTLAND,__1111_,. PORTLAND, OR 97223 .................................._ .. ..............................111 1111... ........................1111. 111.................................................................................................... 1111 ............................................. ALTERNATE UP THRU 2" ----P .- ---- . ------- _ _,_ ,1,11,1.. 11.11_...: JO#NTS ALTERNATE PRESS FIT MECHANICAL CGMPRESSIGN MEGA PRES,EPDM SEAL{BLACK) ._. . _ _.... REGISTRATION: FITTINGS ALTERNATE PRESS FIT MECHANICAL COMPRESSION VIEGA PROPRESS;EPDM SEAL(BLACK) _... .. .. _ _..,.__..,.. ......._._..._.., _. _ _.. _........-... _ .: _ . ......1111.. _ .,._. ._.... VALVES• ISOLATION BALL TYPE VIEGA PROPRESS 20XX _ _ _ .. . _. I 1111. ..,_ CDS&R CONDENSER WATER HVAC COMMERCIAL I INDUSTRIAL COMING TOWERS . . QED PROFF NORMAL`OPERAT ING PRESS&TEMP UP TO 100 ESI;80 F TO 90 F S 1 RELIEF TO 75 PSI NGtN�E�sS/p'L __..._ -_111_1_--- --- ----- ... - -............_...._ -- -- ---- ... -- - - -- --- -1111..._ ----1__111 -- - - ... - __ ---- - _--- ----- ..............---...._....-1111. 9 71072PE f- PIPE MATERIAL_SIZES THRU 2" COPPER TI.)BE TYPEl..ASTM B88 PER SUBMITTAL JOINTS SV'JT THREADED AT SPECIALTIES AS APPL:CABL PER SUBMITTAL --- -- __._. - FITTINGS WROT COPPER+BRONZE SWT JOINT SER SUBMITTAL _ ---- -------- - ......._._..._._... -- _--- _ _ -11.11-- -- - -- -- ---....._,.__....-..... ........ -- --- ---- -- - - --- - ..-...-_..._..._.._..._..._......_ _._.. y OREGON Q FLANGES,UNIONS,&COUPLINGS CAST BRASS 0AROT COPPER_:CLA�,S 150 PER SUBMITTAL. �a WYE STRAINERS BRONZE BODY KECKLEY E 50(SArr) F150(FPT) 'r`R roti -__ ____..._..._.. _._ ... ._.. ..... _1111 _ _ .._. .-.. I n _............ ..._ 1__111. _ ._.........._. Y M 0 Na I VALVES ISOLATION 2-PC BALL-FPT MILWAUKEE BA-400,NIBCO T-585-70 I VALVES _ISOLATION 2-PC BALL S'It1T MILWAUKEE BA 45G NIBCO S-585-70 EXPIRES: 6/30(2014 . VALVES CHECK HORIZONTAL SWING BRONZE BODY MILWAUKEE 510,` 1510-T,NIBCO-433•Y 1 DIGITAL SIGNATURE E VALVES BALANCE CIRCUIT SETTER WITH TEST PORTS ARMSTRONG CL�V. B&G CB .......... ....._... _,_, . __.__.._...,_._.,,_. .._.._. _.. .._.. -. .__ ----.. . ....... .._...... VALVES- AUTO-BALANCE AUTO-FLOWCONTROL FDI)AUTOFLOW;1GRISWOLD ..._.._..... - -- - - ------------------------ --1111..-.......... -- ............._......-.._-............--...-------------------------------------------------------- -........._.......- - ._.._._.._._......_...._........_...- . ...............-- ------ -1111.- - ---------- ---- --------------.......- .......-.--.,-....._...-_1111..-......... j VALVES- DRAINING 2-PC BALL.-HOSE END WITH CAP&CHAIN MILWAUKEE BA-100HTA!BA-150HTH . ....._... __ FLEX CONNECTIONS- PLIMPS'AHIJs BRAIDED FLEX PER SUBMITTAL _ -- - ........... -- FLEX CONNECTIONS-TERMINAL UNITS HOSE KIT - BRAIDED FLEX; STRAINER,VALVES PT PLUGS PER SUBMITTAL 1.5 TIMES MAX SEE INSULATION PRESSURE GAUGES SYSTEM PRESSURES STD 0.150 PSI(OIL-FIL-ED AT PUMPS) TRERICE 600 CB, 4.5" OPERATING 2010 OREGON SCHEDULE j t EMI'ERATURE STD 0 ?00 F °RERICE BX 1 WITH 1'HERMO V49'=LL WATER PRESSURE BUT NOT 15 MINUTES SPECIALTY MECHANICAL E 1..1 THERMOtv4ETERo SYSTEM .' .. _ _.. COD ...._... .. ............I.__ ..._ ..... ,,,_1111 LESS THAN 100 PSI 1111 _ _ __. _-._--.-_ _1111.._ 1111.-1111 I PIPE MATERIAL 2-112"AND UP CARBON STEEL PIPE ASTM A53B ERW SCH STD ASME 16 5 PER SUBMITTAL INSERTS AT HANGERS _.. .......1 1.11 ... _-._............ - ._........._........_.. -- ...........................-1111 ----- ---_-......._._._............,...........................__._............ ........................ JOINTS _. BUTT WELD ASME B16.3 PFR SUBMITTAL BAS APPLICABLE. .. _1111. _ __ REVISIONS: _. FITT#N .G5 CARBON STEEL STD WT BUTT'V►1ELD PER SUBMITTAL_ FLANGES CARBON STEEL CLASS 150 PER SUBMITTAL WYE STRAINER CAST IRON;CLASS 125 KECKLEY STYLE A VALVES-ISOLATION BUTTERFLY CLASS 150 LUG BODY MILWAUKEE CL-223E I CL-323E _. _ _1111.-. _1111...-.. . .-. .. I VALVES-CHECK SWING t SPRING MILWAUKEE F-2974(M',,SILENT CHECK 1800 - ---- _ - -------------- ------- ----- _-----------...._......_.. - - - ------------------- ---------------------_-........ ------.--......_.._................ .......... ....... ............ 1111. 1111... ........ . .. .- - --- VALVES-PLUG CAST IRON;CLASS 125(AT PUMP DISCHARGE VFD; RESUN 1431 1-111..1. -- VALVES- BALANCE CIRCUIT SETTERWITH TEST PORTS ARMSTRONG CBV,B&G CB # _111..................1........... ......... ..............._. ... .......... .._.............._..__ ... .._.._. .... _.....-..............................................- ................-............. ALTERNATE UP THRU 2" JOINTS ALTERNATE PRESS FIT MECHANICAL COMPRESSION VIEGA PROPRESS,EPDM SEAL(BLACK) .............. FITTING S ALTERNATE PRESS-FIT MECHANICAL COMPRESSION VIEGA PROPR�SS EPDM SEAL(BLACK) VALVESISOLATION __.._. _ BDL. _...._._......_........ .. _- - -_----_. .-. _-_-1111_.,_.-_, __1111_ _11_11._._ _-.. 1111 _ _..-....__.._..____.._ ....._...... - - - - ------------ - ------------ - L TYPE VIEGA PROPRESS 220XX, RRV REFRIGERANT RELIEF VENT PRESSURE RELIEF ON CHILLERS l REFRIGERATION LINES NORMAL OPERATING PRESS&TEMP: ATMOSPERIC(WHEN STATIC] - I ...,... VISUAL WELD I PIPE MATERIAL 2-112"AND UP CARBON STEEL PIPE A53B ERWSCH STD.ASME 16.5 PER SUBMITTAL NA N(A 1,0 NIA I INSPECTION - JOINTS BUTT WELD ASME B16.3 PER SUBMITTAL .. ......._ .... ............._........., ..,,111 1 .............. . I FLANGES CARBON STEEL;CLASS 150 PER.SUBMITTAL I _....._......_...___..._......_...--__........_- --.........._.........................._.................,....... ._........... -.........._............__.._........ - -- --------------..._......._.........._.-............................_......................_........_....._......................._._........_.............._......_........_............................_.-,...............................................1111.. NPCW NON-POTABLE COLD WATER COLD WATER FOR FILL I MAKE-UP SYSTEMS - _ __._..__ -._. . ---- - .............. .... ..__ . . __ _._._ ..._._ - (NON. OPERATING PRESSURE UP TO 100 PSI;SET RELIEF TO 35 PSI POTABLE) NO. DATE DESCRIPTION .. _ _1111 ...... .... _._._. _11.11... .. .. .. _..,,1111 _•. , ., _ 1111. PIPE MATERIAL SIZES THRU 2" COPPER TUBI=TYPE L ASTM 6-88 ER SUBMITTAL _.........___....._......_._........_......_._................................................... € JOINTS SWT:THREADED AT SPECIALTIES'WHERE APPL.CRBLE PER SUBMITTAL McKINSTRY DIVISION: _1111. _1111 ----- - - _.. FITTINGS MOT COPPERIBRONZE SWT JOINT PER SUBMITTAL ,SALVES- ISOLATION BALL TYPE SAT MILWAUKEE BA-4858:NIBCO S-585-70 SEE INSULATION ENGINEERING _.._.�-____--------_111_1._.__ - -_ .__.......................___...._.............._...............------.....__._..-._........_.__..__....................____.__.............__.......................... .........................................-.........__...._......_....._.........................-............_..._................................ SCHEDULE I ................................. ,111_1. 1111 ..............._........_._....._..__........._.._... ._.._..._............._._...,,,._....,..._.................._................... _. 2010 OREGON ' PIPE MATERIAL SIZES 2-112"THRU 4' COPPER TUBI:TYPE L RSTM B88 PER SUBMITTAL 100°6 OF OPERATING DESIGNED BY: AARON WOZNIAK _. 'NATER 15 MINUTES 1.0 JOINTS GROOVED PER SUBMITTAL PRESSURE MECHANICAL _1.1.1__1 ____ __.._.__ _ _.--_--___,__._ _.__ __ _- ___1111.--w__,___,_. _1111_.. �._ ____.____ SPECIALTY CODE DRAWN BY: BEV PATTERSON FITTINGS NROT COPPER/BRONZE SWT JOINT PER SUBMITTAL - -_.,_._ _,._.__.__.. _ NO INSERTS AT HANGERS I VALVES- ISOLATION BUTTERFLY VICTAULIC SERIES 608 CHECKED BY: .. . ................ ........ ...._.....-... .._..,-.........._ ._....... ..........•., _1111.-1111.. . _.. . USE INSERTS AT CLAMPS _ .._M__.._ ._.___._,. ...__. _ 1111__. - _ � JOB NUMBER: INSERTS TO BE STYRENE ALTERNATE SIZES THRU 2" DATE: 03/28/20 13 ......... 1111 1__111 -. - . . . 1111.. 1111,. . . 1111 ........ .............. PIPE MATERIr�L 11,11. COPPER TUBE TYPE L ASTM B88 PER SUBMITTAL AS SHOWN ............... . 1111. ,1111 .. .,..• AL - ,1111 .,...,1111. . ... JOINTS ALTERNATE PRESS-FIT MECHANICAL COPJIPRESSICN VII=GA,PRC3PRESS EPDM SEAL(BLACK) - --------._1111__-._......_._.. -- - -------------..___. .___- FITTINGS ALTERNATE PRESS-FIT MECHANICAL COMPRESSION VIEGA PROPRESS,EPDM SEAL(BLACK) ----__1111...__..----------------- ----...---------._...----------------•--_.....__........_.._.__.........__......._------------__.._._..._..._..------------------------•--------.....__..._-----_.._..........._.._.._..__.._.._..............._....__..._ ......___._.__-------------------....-------------------------__.._._....._..........................---._.........._ VALVES-ISOLATION BALL TYPE VIEGA PROPRESS-220XX SHEET TITLE: MECHANICAL SCHEDULES SHEET NUMBER: M701 x PERMIT SET EC2013 00173 GENERAL NOTES: SEISMIC BRACING NOTES FOR SUSPENDED COMPONENTS: VIBRATION ISOLATED SUSPENDED COMPONENTS: 1 . WHERE BRACE ELEMENTS ARE THROUGH-BOLTED, THE MOUNTING HOLE IN THE ELEMENT IS TO BE NO MORE 1 . SEISMIC RESTRAINTS ARE NOT REQUIRED FOR UTILITIES SUPPORTED BY ROD HANGERS IF THE FOLLOWING 1 . INSTALL VIBRATION ISOLATION HARDWARE PER MANUFACTURER'S INSTRUCTIONS TO ACHIEVE THE REQUIRED THAN 1/16" IN DIAMETER LARGER THAN THE BOLT OR THREADED ROD. DOES NOT APPLY TO VERTICAL ONLY CONDITIONS ARE MET FOR THE FULL LENGTH OF THE RUN: DEGREE OF ISOLATION AND/OR DEFECTION. SUPPORTS. USE WASHERS AS NECESSARY FOR OVERSIZED HOLES. A) THE ROD HANGERS ARE 12" OR LESS IN LENGTH FROM THE TOP OF THE DUCT OR COMPONENT TO THE IntematlonalSelsmicApplicatlon Technology BOTTOM OF THE STRUCTURAL SUPPORT. HANGERS ARE TO BE DETAILED TO AVOID SIGNIFICANT BENDING 2.VIBRATION ISOLATED HANGERS THAT ALSO REQUIRE SEISMIC BRACING SHALL BE BRACED USING GALVANIZED 14325 NE Airport Way-Su1te101,Portland OR97230 2. AVOID BRACING TO STRUCTURAL ELEMENTS WHICH MAY RESPOND DIFFERENTLY IN A SEISMIC EVENT. OF THE HANGERS AND THEIR ATTACHMENTS. STEEL CABLE OR MINIMUM 12 GAGE HANGING WIRE TIED TO ISAT DESIGNED AND TESTED SEISMIC BRACKETS. 503-252-4423(4tfice) 503-252-a427(Fax) www.isaM.com 3. THE ENGINEER OF RECORD FOR THE BUILDING SHALL REVIEW THE ISAT ATTACHMENT DETAILS AND LOADS TO B) PROVISIONS ARE MADE FOR PIPING TO ACCOMMODATE EXPECTED DEFLECTIONS 3.CABLE TO BE INSTALLED WITH SUFFICIENT SLACK TO ACCOMMODATE, BUT NOT EXCEED, THE VIBRATION "Empowered By Experience" DETERMINE THE SUITABILITY OF THE STRUCTURE TO ACCEPT SUCH LOADS PRIOR TO INSTALLATION OF THE ISOLATOR'S CALCULATED DEFLECTION. SEE MANUFACTURER'S VIBRATION ISOLATOR SPECIFICATIONS. DO NOT SEISMIC BRACING SYSTEM. 2. UN-BRACED UTILITIES ATTACHED TO IN-LINE EQUIPMENT SHALL BE PROVIDED WITH ADEQUATE FLEXIBILITY. TENSION CABLES TO THE EXTENT THAT THEY SUPPORT GRAVITY LOADS. 4. WHEN UTILIZING CABLE BRACING FOR OTHER THAN VIBRATION ISOLATED SYSTEMS, TENSION THE CABLE TO 3. ALL SEISMIC BRACING ASSEMBLIES SHALL UTILIZE LSAT SEISMIC BRACKETS UNLESS NOTED OTHERWISE. NO FASTENERS AND ANCHORS: PROPRIETARY STATEMENT tt�sE�awrxa/nauyaurs x�nr arr�m ARE THE SLACK WITHOUT INDUCING UPLIFT OF THE SUSPENDED ELEMENT. CABLE INSTALLATION IS TO BE SUBSTITUTIONS ALLOWED. USE OF ANY SUBSTITUTE BRACKET VOIDS ALL ENGINEERING. 1 . BOLT AND STRUT NUT TORQUE: .of uar. ANY ffM OR RDWOXX77ON SYMMETRICAL +/- 7-1/2 DEG. 3/8" DIAMETER BOLT 19 FF-LBS OF n0E MUM WWW MUO P06" MAT. IS SMCXY FRUM, 4. EVERY UTILITY RUN WHICH REQUIRES BRACING SHALL HAVE A MINIMUM OF TWO TRANSVERSE BRACES AND 1/2" DIAMETER BOLT 50 FT-LBS OF 5. AS A GENERAL RULE, DO NOT MIX RIGID BRACING AND CABLE BRACING IN THE SAME RUN. HOWEVER, ONCE ONE LONGITUDINAL BRACE. FOR THE PURPOSES OF THESE DRAWINGS, A RUN IS DEFINED AS A SUSPENDED 5/8" DIAMETER BOLT 100 FT-LBS BRACING HAS MADE A 90 DEGREE CHANGE IN RUN DIRECTION, THE BRACING TYPE MAY SWITCH FROM RIGID ELEMENT OF 10 FOOT MINIMUM STRAIGHT LENGTH. BRACES ARE REQUIRED WITHIN 1OFT OF THE START AND TO CABLE OR VICE VERSA. END OF A RUN. 2. FOR POST INSTALLED MECHANICAL EXPANSION ANCHORS, FOLLOW THE INSTALLATION INSTRUCTIONS PROVIDED BY THE ANCHOR MANUFACTURER AND PERTINENT ICC ESR REPORT. ; 6. THE ISAT RESTRAINT LEGENDS ARE BASED ON A NOMINAL BRACE ANGLE OF 45 DEGREES FROM HORIZONTAL 5. A LONGITUDINAL BRACE AT A 90 DEGREE CHANGE IN DIRECTION MAY ACT AS A TRANSVERSE BRACE IF IT IS # +/- 2.5 DEGREES. BRACE ANGLES LESS THAN 45 DEGREES ARE ACCEPTABLE WITHOUT MODIFICATION. BRACE WITHIN 2 FEET OR 2 DUCT WIDTHS OF THE CHANGE IN DIRECTION. GREATER DISTANCES ARE ACCEPTABLE ON 3. ALL STRUCTURAL STEEL AND ANCHORS EXPOSED TO WEATHER, MOIST CONDITIONS, OR CHEMICAL ATTACK ANGLES GREATER THAN 47.5 DEGREES AND LESS THAN 60 DEGREES FROM HORIZONTAL ARE ACCEPTABLE LARGE BORE PIPING, CONSULT ISAT TECHNICAL SUPPORT. THE BRACE ARM AND ANCHORAGE MUST BE SIZED SHALL BE TREATED FOR CORROSION RESISTANCE PER PROJECT SPECIFICATIONS. PROVIDED THE BRACE SPACING HAS BEEN REDUCED BY 50%, OR THE RESTRAINT LEGEND HAS BEEN MODIFIED TO MEET OR EXCEED THE REQUIREMENTS OF THE TRIBUTARY BRACE REACTION LOAD. TO ALLOW 60 DEGREES BY ISAT TECHNICAL SUPPORT. 4. RC-1 AND RC-2 ROD STIFFENER TIGHTENING REQUIREMENTS : TIGHTEN STIFFENER NUT TO FINGER TIGHT 7. BRACING MAY BE INSTALLED WITH UP TO +/- 7-'/2 DEGREES VARIATION FROM "TRUE" TRANSVERSE OR "TRUE" 6. A TRANSVERSE BRACE MAY ACT AS A LONGITUDINAL BRACE IF IT IS LOCATED WITHIN 2 FEET OR 2 DUCT PLUS 2 FULL TURNS OF THE NUT. FOR TRAPEZES ROD STIFFENING REQUIRED ONLY FOR HANGER ROD TO LONGITUDINAL ALIGNMENT WITHOUT THE NEED FOR ADDITIONAL ENGINEERING. WIDTHS OF THE CHANGE IN DIRECTION. GREATER DISTANCES ARE ACCEPTABLE ON LARGE BORE PIPING, WHICH SEISMIC BRACING HAS BEEN ATTACHED. ROD STIFFENERS MAY BE ELIMINATED WHERE TWO RIGID CONSULT ISAT TECHNICAL SUPPORT. THE BRACE ARM AND ANCHORAGE MUST BE SIZED TO MEET OR EXCEED BRACES ARE ATTACHED TO THE SAME ROD AND ARE 180 DEG (+/- 7.5 DEG) OPPOSED TO EACH OTHER. 8. UN-BRACED SUSPENDED UTILITIES ARE TO HAVE ADEQUATE CLEARANCE FROM CEILING SUPPORT WIRES TO THE REQUIREMENTS OF THE TRIBUTARY BRACE REACTION. ACCOMMODATE SWAY. THE ANALYSIS TO DETERMINE ADEQUATE CLEARANCE IS TO BE PERFORMED BY 5. FASTENER HOLES SHALL BE MAXIMUM ,16" LARGER THAN BOLT DIAMETER. DOES NOT APPLY TO VERTICAL OTHERS. PER ASTM E580 SECTION 5.2.8.3, UN-BRACED SUSPENDED UTILITIES ARE TO HAVE A 6" MINIMUM 7. WHERE A DUCT PASSES THROUGH A WALL MAY BE CONSIDERED A TRANSVERSE BRACE LOCATION PROVIDED ONLY SUPPORTS, USE WASHERS AS NECESSARY FOR OVERSIZED HOLES. CLEARANCE TO CEILING BRACING WIRES. THE DUCT IS TIGHTLY CONSTRAINED BY THE WALL. THE STRUCTURAL ENGINEER OF RECORD OR THE ARCHITECT OF RECORD MUST VERIFY THE ABILITY OF THE WALL TO ACCOMMODATE THE TRANSVERSE 6. U.O.N, IF HOLES ARE OVERSIZED, THE FASTENERS OR ANCHORS CAN BE MODIFIED BY WELDING A X" THICK 9. WHERE THE CODE ALLOWS SEISMIC RESTRAINTS TO BE OMITTED FROM A COMPONENT, PROVISIONS SHALL SEISMIC LOAD. NEITHER A BREAKAWAY SMOKE DAMPER NOR A FLEXIBLE CONNECTION AT A WALL SQUARE WASHER TO THE MOUNTING HOLE WITH A �116' FILLET WELD APPLIED TO A MINIMUM OF (2) SIDES OF BE MADE TO AVOID SEISMIC IMPACT WITH OTHER COMPONENTS OR IMPACT WITH ELEMENTS OF THE PENETRATION IS ALLOWED TO BE UTILIZED AS A TRANSVERSE BRACE LOCATION. THE WASHER. BUILDING STRUCTURE. IMPACT RISK ANALYSIS OF NON-BRACED COMPONENTS TO BE BY OTHERS. 8. VERTICAL SUPPORT SPACING FOR SUSPENDED UTILITIES IS TO BE THE LESSER OF MAXIMUM STATED ON ISAT STEEL COMPONENT REQUIREMENTS: �I Q 10. SEISMIC BRACING MAY NOT PASS THROUGH A STRUCTURAL SEISMIC SEPARATION JOINT. UTILITY SYSTEMS RESTRAINT LEGEND, THE MAXIMUM AS DICTATED BY MECHANICAL, ELECTRICAL AND PLUMBING CODES, AS 'Q THAT PASS THROUGH A SEISMIC SEPARATION JOINT MUST BE SEISMICALLY RESTRAINED ON EACH SIDE OF LISTED IN THE PROJECT SPECIFICATIONS, OR AS ALLOWED BY THE LOCAL CODE AUTHORITY. 1 . THE DESIGN, FABRICATION AND ERECTION OF STEEL SHALL BE IN ACCORDANCE WITH AISC 360. AND WITHIN CLOSE PROXIMITY TO THE SEISMIC FLEXIBLE JOINT. INSTALL THE BRACING WITHIN THE MAXIMUM Q DISTANCE ALLOWED BY THE SEISMIC FLEXIBLE JOINT MANUFACTURER. 9. EACH LAYER OF A MULTI-LAYER TRAPEZE RACK SHALL BE BRACED INDIVIDUALLY BASED ON THE WEIGHT OF 2. STEEL SHALL CONFORM TO THE FOLLOWING, U.O.N, EACH INDIVIDUAL LAYER, OR AS SPECIFICALLY ENGINEERED BY ISAT. LAYERS SUPPORTING LOADS < 5LBS/LF wLU 11 . WITH THE APPROVAL OF THE ENGINEER OF RECORD, UTILITY SYSTEMS THAT ARE SUSPENDED FROM THE (FOR 2009 IBC) / 10 LBS/LFT (FOR 2010 IBC) NEED NOT BE BRACED PROVIDED THAT THE LOAD IS ACCOUNTED STEEL PRODUCT ASTM SPECIFICATION COMMENTS ftftli i( N OVERHEAD DECK MAY BE BRACED TO WALLS. OVERHEAD CONCRETE DECK ANCHOR DETAILS MAY BE FOR IN THE NEAREST BRACED LAYER. REFER TO SEISMIC BRACING REQUIREMENTS FOR SUSPENDED MEP W &WT SHAPES A992 FY = 50 KSI � N UTILIZED FOR CONCRETE WALL ATTACHMENT. UTILITIES FOR SIZE AND WEIGHT EXCLUSIONS MOST STRINGENT REQUIREMENTS SHALL APPLY). = 0� ( � STEEL MEMBERS A36 FY 36 KSI 12. BRACE LOCATIONS MAY BE FIELD RELOCATED TO AN ALTERNATE SUPPORT LOCATION WITHIN THE SAME RODS, PLAIN & ALL-THREADED A36 FY = 36 KSI � Z � UTILITY RUN WHEN THE LENGTH OF THE UTILITY TRIBUTARY TO THE BRACE DOES NOT EXCEED THE BRACE 10. ALL VERTICAL RISER UTILITIES SHALL INCLUDE ENGINEERED LATERAL RESTRAINTS AND VERTICAL SUPPORTS BOLTS A307, GRADE A FU - 60 KSI � O a0 IN AT THE TOP AND BOTTOM OF THE RISER AND AT EACH INTERMEDIATE FLOOR. RESTRAINTS AND SUPPORT UJ WASHERS F844 SPACING TABULATED ,N THE ISAT RESTRAINT LEGEND. ANCHORAGE AND SUPPORT ROD DETAILS ARE TO BE SPACING NOT TO EXCEED A MAXIMUM 30 FOOT INTERW"46L, UNLESS SPECIFICALLY ENGINEERED BY ISAT OR '**,%, TAKEN FROM THE BRACING LEGENDS. PLATE WASHERS A36 FY = 36 KSI OTHER ENGINEER OF RECORD. VERTICAL SUPPORT SPACING ON RISERS SHOULD NOT EXCEED THE MAXIMUM � 0 ;z AS DICTATED BY MECHANICAL, ELECTRICAL AND PLUMBING CODES, AS LISTED IN THE PROJECT ANCHOR BOLTS & RODS F1554, CLASS 2A Z 0;c 13. WHEN USED TO CONSTRUCT A RIGID BRACE ARM ASSEMBLY, MINIMUM 12 GAUGE STEEL CHANNEL SHALLSPECIFICATIONS, OR AS ALLOWED BY THE LOCAL CODE AUTHORITY. (HEADED OR THREADED AND NUTTED) GRADE 36 TYP FY = 36 KSI 5 J BE SOLID. PUNCHED OR SHORT SLOT CHANNEL MAY BY USED IF ALLOWED ON THE ISAT RESTRAINT LEGEND. WELDED HEADED STUDS A108 GRADES 1010 - 1020 FY = 50 KSI Z _UJ co Q 14. FIREPROOFING AND FIRESTOPPING TO BE REMOVED PRIOR TO INSTALLATION OF BEAM ATTACHMENT AND 11 . VERTICAL RISERS WHICH ARE MECHANICALLY ATTACHED TO FLOORS AT POINT OF PENETRATION ARE SHEAR STUDS, & 4 ANY OTHER STRUCTURAL ATTACHMENT IN ORDER TO PROVIDE DIRECT CONNECTION TO STRUCTURAL CONSIDERED A TRANSVERSE AND LONGITUDINAL BRACE LOCATION WHEN THE SUPPORTS AND WELDED THREADED STUDS Ott k ELEMENT. ANCHORAGES ARE SIZED TO ACCOMMODATE THE LATERAL LOAD, WELD FILLER METAL PER AWS D1 .1 FU = 70 KSI EYENUTS & EYEBOLTS AISI C1030 15. WHERE SEISMIC BRACING IS ALLOWED TO BE OMITTED DUE TO COMPONENT SIZE OR PROXIMITY TO 12. CONDUIT OR PIPING CONSTRUCTED OF NON-DUCTILE MATERIALS (E.G., GLASS, NO-HUB CAST IRON, 10�0 to OVERHEAD DECK ALL TERMINATIONS TO FIXED EQUIPMENT PANELS ETC. OR TO OTHER PORTIONS OF THE PLASTIC), SHALL HAVE THE BRACE SPACING REDUCED TO ONE-HALF OF THE SPACING ALLOWED FOR 3. WELDING MATERIALS & PROCEDURES SHALL CONFORM WITH AWS D1 .1 FOR STRUCTURAL STEEL AND AWS OO SYSTEM REQUIRING SEISMIC RESTRAINT ARE TO UTILIZE FLEXIBLE CONNECTIONS. IN LIEU OF FLEXIBLE DUCTILE MATERIALS. SEE SPECIFIC ISAT BRACING LEGENDS FOR NON-DUCTILE MATERIAL. D1 .3 FOR SHEET STEEL. to to CONNECTIONS, .ANALYSIS OF THE INHERENT FLEXIBILITY OF CONNECTED COMPONENTS TO BE DETERMINED BY OTHERS. 13. WHEN USING BACK-TO-BACK 12 GAUGE STEEL CHANNEL AS A TRAPEZE ASSEMBLY FOR GRAVITY LOADS NOMENCLATURE: 45( AND/OR SEISMIC LOADS, PIPE AND CONDUIT MAY BE MOUNTED TO BOTH THE TOP AND THE UNDERSIDE OF THE CHANNEL PROVIDED THE LOAD LIMITATIONS ARE NOT EXCEEDED. ABF ANGLE BRACKET, FIXED APPLICABLE CODES: ABHW ANCHOR BRACKET, HINGED WELDED m METER 1 . 2009 INTERNATIONAL BUILDING CODE (IBC), SECTIONS 1613 AB45 ANGLE BRACKET, 45 DEGREE (W/ FACTORY TIED WIRE) mm MILLIMETER 14. UTILITIES WEIGHTS TO BE CALCULATED CONSIDERING THE WEIGHT OF ITS CONTENTS. Max MAXIMUM AB90 ANGLE BRACKET, 90 DEGREE (W/ FACTORY TIED WIRE) MEOR MECHANICAL ENGINEER OF RECORD 2. ASCE 7-05, CHAPTER 13, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 15. PIPING SYSTEMS EMPLOYING GROOVED COUPLING CONNECTIONS WHICH ARE TESTED AND LISTED ACI AMERICAN CONCRETE INSTITUTE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE). ASSEMBLIES PER UL STANDARD 213 MAY EMPLOY THE SAME BRACE SPACING AS WELDED STEEL ASJ ALL SERVICE JACKET MEP MECHANICAL, ELECTRICAL AND PLUMBING CONNECTIONS SUBJECT TO THE LIMITS OF THE ISAT BRACING TABLES FOR THE SPECIFIC PIPE SIZE AND ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS Mfg MANUFACTURER 3. ACI 318-05, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN CONCRETE INSTITUTE HORIZONTAL ACCELERATION. GROOVED PIPE COUPLINGS THAT ARE NON-UL LISTED MUST BE BRACED AT A ASD ALLOWABLE STRESS DESIGN Min MINIMUM (ACI). MAXIMUM SPACING NOT TO EXCEED ONE-HALF THAT ALLOWED FOR WELDED STEEL. ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING MSS MANUFACTURERS STANDARDIZATION SOCIETY AND AIR-CONDITIONING ENGINEERS NWC NORMAL WEIGHT CONCRETE QUALITY ASSURANCE: 16. UNLESS OTHERWISE NOTED, THE BRACING REQUIREMENTS AND INSTALLATION DETAILS WITHIN THESE ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS NFPA NATIONAL FIRE PROTECTION ASSOCIATION 1 . ARCHITECT OR ENGINEER OF RECORD IS TO PROVIDE A "STATEMENT OF SPECIAL INSPECTIONS" IN DRAWINGS DO NOT INCLUDE ALLOWANCES FOR PIPING SYSTEMS SUBJECTED TO THERMAL EXPANSION AND ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS OSHPD OFFICE OF STATEWIDE HEALTH PLANNING CONFORMANCE WITH IBC, SECTION 1705. CONTRACTION. CONSULT THE PROJECT MECHANICAL ENGINEER OF RECORD FOR ANTICIPATED THERMAL Anc ANCHOR MOVEMENT AND INSTALL CABLE BRACING WITH SPECIFIED AMOUNT OF SLACK TO ALLOW FOR THERMAL AND DEVELOPMENT (CALIFORNIA) ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MOVEMENT. P BRACE REACTION 2. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A "DESIGNATED SEISMIC SYSTEM" OR ATR ALL THREAD ROD Ph BRACE REACTION, HORIZONTAL COMPONENT A SEISMIC RESISTING COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTIONS" SHALL SUBMIT TO 17. PIPES ON ROLLER HANGERS (OTHER THAN CLEVIS ROLLER HANGERS) SHALL EMPLOY A TOP ROLLER 16 GA. AWG AMERICAN WIRE GAGE THE BUILDING OFFICIAL AND OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR STRAP(U.O.NZ, OR U-BOLT ENCIRCLING THE TOP OF THE PIPE AT SEISMIC RESTRAINT LOCATIONS TO PREVENT C CABLE BRACE ARM plf POUNDS PER LINEAR FOOT ISSUED FOR: Date Q COMPONENT A WRITTEN 'STATEMENT OF RESPONSIBILITY" PER IBC SECTION 1706. VERTICAL UPLIFT DURING A SEISMIC EVENT. CBS CROSS BOLT SLEEVE PV BRACE REACTION, VERTICAL COMPONENT Dia DIAMETER PIP POURED-IN-PLACE INSERT COMPLETED 6/6/2013 m 3. CONSULT ISAT TECHNICAL SERVICE WHEN FIELD CONDITIONS PROHIBIT COMPLIANCE WITH THE SUPPLIED 18. NO-HUB CAST IRON PIPING, WHEN INSTALLED AS A RISER, SHALL INCLUDE THE USE OF A JOINT STABILIZER DSA DIVISION OF THE STATE ARCHITECT CA PI PLATE REVISION 7113/2013 INSTALLATION DETAILS. WHERE THE JOINTS ARE UNSUPPORTED BETWEEN FLOORS. HEAVY DUTY HUSKY BANDS, OR EQUIVALENT DSE DISTRICT STRUCTURAL ENGINEER (OSHPD) PSI, psi POUNDS PER SQUARE INCH RATED BANDS, MAY BE USED IN LIEU OF JOINT STABILIZERS. Fp COMPONENT SEISMIC DESIGN FORCE R RIGID BRACE ARM SPECIAL INSPECTIONS: FSB FLUTE SPAN BRACKET RCC ROD CAPTURE CABLE BRACKET 19. 1 OR 2-PIECE STRAPS MAY BE USED TO FASTEN CONDUIT/PIPE TO TRAPEZES. Ft ft FEET RCHW ROD CAPTURE HINGE BRACKET 1 . SPECIAL INSPECTION REQUIREMENTS: ALL DESIGNATED SEISMIC SYSTEMS ARE SUBJECT TO SPECIAL ®, INSPECTION PER IBC SECTION 1707. PROJECT ENGINEER OF RECORD TO PROVIDE SPECIAL ft-lbs FOOT-POUNDS, TORQUE OR MOMENT SDF SEISMIC DESIGN FORCE (Fp) INSPECTION PLAN. THE ISAT MANUAL CONTAINS AN EXAMPLE PLAN THAT MAY BE USED UPON REQUEST. G, g GRAVITATION FORCE VERTICAL SEISMIC ACCELERATION SDI STEEL DECK INSERT G, tai Ga, ga GAGE SEOR STRUCTURAL ENGINEER OF RECORD HVAC HEATING, VENTILATION AND AIR CONDITIONING s/m SHEET METAL � IBC INTERNATIONAL BUILDING CODE SMACNA SHEET METAL AND AIR-CONDITIONING CONTRACTORS 2009 IBC SEISMIC BRACING REQUIREMENTS FOR SUSPENDED MEP UTILITIES ICC INTERNATIONAL CODE COUNCIL NATIONAL ASSOCIATION (SEISMIC DESIGN CATEGORY D, E, OR F) IOR INSPECTOR OF RECORD T TRANSVERSE TL TRANSVERSE LONGITUDINAL ��z FNOFfss�o Ip . COMPONENT IMPORTANCE FACTOR ISAT INTERNATIONAL SEISMIC APPLICATION TECHNOLOGY TR TRAPEZE �`� 8 2 PE IP SUSPENDED HVAC DUCT L LONGITUDINAL TVL TOTAL VERTICAL LOAD >_1.0 BRACE DUCT HAVING A CROSS-SECTIONAL AREA 6 FT2 OR GREATER Lbs POUNDS FORCE UNO UNLESS NOTED OTHERWISE opo hoa If LINEAR FOOT UON UNLESS OTHERWISE NOTED IP SUSPENDED ELECTRICAL UTILITY LRD LONGITUDINAL RESTRAINT DEVICE WP COMPONENT OPERATING WEIGHT WAYNEll�l I� s BRACE CONDUIT GREATER THAN 2.5" TRADE SIZE LRDWB LONGITUDINAL RESTRAINT DEVICE, WELDED BOLT EXPIRES: 6/30/14 g z1.0 LRFD LOAD AND RESISTANCE FACTOR DESIGN tZ BRACE TRAPEZE ASSEMBLIES SUPPORTING MORE THAN 10 Lbs/Lf LWC LIGHT WEIGHT CONCRETE The Registered Professional Engineer and signature that g only to IP SUSPENDED MECHANICAL PIPING AND PLUMBING of the ISAT appear onl smicbracdrawing in passociaedp proval ewith the g 1 .0 BRACE ALL PIPE GREATER THAN 3" DIAMETER ISAT SEISMIC BRACING NOMENCLATURE: utilities shown on this drawing as delineated o >1.0 BRACE ALL PIPE GREATER THAN 1" DIAMETER within the adjoining Seismic Bracing Legend. ?1.0 BRACE TRAPEZE ASSEMBLIES SUPPORTING MORE THAN 5 Lbs/Lf B TYP DETAIL AND SHEET CALL-OUT r_ Ia Drawn By ML Ip SUSPENDED EQUIPMENT Checked By GW ® SEISMIC KIT ID 1.0 BRACE ALL SUSPENDED EQUIPMENT GREATER THEN 75 LbsRIGID BRACE ARM Project# MCKINSTRY X1.0 BRACE ALL EQUIPMENT REGARDLESS OF WEIGHT ru CABLE BRACE ARM Date 06/06/2013 AREA OF INFLUENCE Scale NTS bcu BEAM CLAMP ATTACHMENT - UPPER FLANGE bob BEAM CLAMP ATTACHMENT - BOTTOM FLANGE ° we CONCRETE WALL ATTACHMENT Sheet Title s wm METAL STUD WALL ATTACHMENT Ird BRACE OFF LRD NONSTRUCTURAL � s ?��`` � "` ��- � rs BRACE OFF ROD STIFFENER SEISMIC NOTES tr BOLT BRACKET TO TRAPEZE > CROSS-TOP BRACING 0 % 600 BRACE ARM 7 Sheet No. 0 .� g9 RIGID BRACE ARM GREATER THAN 9 FEET -7 T 3 c C� � U_U m a SBOa N 'A Company Designed To Streamline Seismic Building Code Compliance" i I i , ® International Selsmlc Applkedon Technology 14325 NE Airport Way-Suite 101,Portland OR 97230 503-252-4423(Office) 503-252-4427(Fax) SEI.,20 7�(¢N0f3 CE AN 2WSI M12 WORKSHEET Rev,! � Www.lsatsb.com APPLICABLE CODES:7007l14048Nott am SL, AMrs a.CYt20r4t8C18asastonASCE 7-bS+ID) ��,q 1j �1,�,�/��� ►ES TR�41N T L G�,�p "Empowered By Experience" I INTERNATIONAL SEISIHIC APPUCAT70N TECHHOLOaY { IMTaRNAlIeNAI fitfMla APPUCATIaN TtCnNeleOY !4848 Northam SG U AVrsata,CA 800.111 PHONE 877.8911-./728 1 FAX 7!4.57101148 Project Name: MACERICH WASHINGTON SQUARE MALL Date: SWO13 PIPING Location: PORTLAND,OREGON PROPRIETARY STATEMENT f1mlect Zip Code: 9M Contractor: MCKINSTRY Contractor MCKINSTRY >FM DRAWaWMIMCM90 NDPETiV ATTACHED ARE THE' Project: MACERICH WASHINGTON SQUARE MALL rxeEE, PRaJEcrSs,SenCENGI EERIIVGP tx. IETERs OF IHM 11M RW"M PMSM 12 13 OF ISfS STR1GlZY Fit f Note: The following Seismic Ci to rte was obtained from the structural portion of the project documents. Information not provided in the project documents SITS ( has been derived from the cafe sections or tables noted below. 1 2 3 4 6 6 7 8 9 10 11 SEISMIC ATTACHMENT DETAILS AU Design spectral response acceleration 15%Damped)at short periods(ASCE 7.05110,Section 11,4.4} Sn,-0.706 BC4 Component importance Facto(ASCE 7-05110,Section 13.1.3) 1,- 1.00 MAX. Average Roof Height of Slrudlx8 Relative to the Base Eksvadon h- 1,00 I BRACE BRACE ORIENTATION MAX. SEISMIC MIN SEISMIC MIN BRACE MIN BRACE Factors that Compvary per Component (See ationFTable i bebwfor values) LOC UTILITY ATTACHMENT BRACE INSTALLATION ISAT ROD BRACE ARM HORIZONTAL BRACE ARM DECK ANCHORAGE Companant Atrnp9fica9ort Factor(ASCE T-05110,TeWa 13.6-1) o�-(see table 3) Component ReeporleModification Factor(ASCE 7.05110,Table l3.6.1) Rp-(see table 3) KIT I.D. BRACED UTILITY WEIGHT TYPE SPACING DETAIL KIT NO. DIA. ELEMENT ACCELERATION REACTION ANCHORAGE DETAIL. Seismic Design Category(ASCE 7.05110.Table 11.6-1) Seismic Design Category a D Single Hung Pipe A 8" Pipe 55.24 T(2-WAY) 20' B6.0 2BC30-#-BC4-8"-SH 3/4" 3/16" Dia Cable 0.598 922# Beam Clamp D4.3 !'TABLEx_-SErsnncnEsiciv FVRCEEQr/Rrxas fRoarascE.�-av,a,crrArrER,sj B 8" Pipe 55.24 T/L(4-WAY SPLAY) 30' 88.2 4BC20-#-BC48"-SH 3/4" 3/16" Dia Cable 0.598 977# Beam Clamp D4.3 F CALCULATION(Eq.1&3-1) F -MAXIMUM LIMIT(Eq•13.3-2) F -MINIMUM LIMIT(Eq.13.3-3) C 10" Pipe 80.95 T(2-WAY) 181 B6.0 2BC31-#-BC4-10"-SH 3/4" 1/4"Dia Cable 0.59g 1216# Beam Clamp D4.3 F, -^0,40 s5,y1 s 71' XQ 1 x (1+2(rtb)) Fp need not be granter than F,shall not be lass than " t r1 ii - 1.5xSax,,xff;x0.7 0.3xSwx1r,xIF,s0.7a D 10 Pipe 80.95 T/L(4-WAYSPLAY) 25 B8.2 4BC21-#-BC4-10n-SH 3/4 1/4 Dia Cable 0.59g 1194# Beam Clamp D4,3 0.79 015 F 12" Pipe 105.53 T/L(4-WAY SPLAY) 20' B8.2 4BC21-#-BC4-12"-SH 7/811 1/4"Dia Cable 0.59g 1245# Beam Clamp D4.3 NOTE:Values M Table 2 am mui iplled by a factor of 0.7 for conversion to"Nlowablo Sime Ioelgn"(ASCE 7-08110,Section 2.4.1t G 14" Pipe 120.62 T(2-WAY) 13' B6.4 2BC22-#-BC4-14"-SH 1 11 1/4"Dia Cable 0.59g 1308# Beam Clamp D4.3 ��TABLEJI SEtSnt1CDFS1croFORCE(F,)'PERrRanE xtaoR H 14" Pipe 120.62 (4-WAY SPLAY) 18' 68.2 4BC22- #-BC4-14"-SH 1 11 1/4" Dia Cable 0.59g 1281# Beam Clamp D4.3 IftSli Limited High or Limited 12V1 DslormablHty Defonmabill Da(ornablitty, Electrical Deformsbility, Steal or Copper Steel Pipingwi Mechanical Pipe HVAC Duct a HVAC Duct B systems Pining Seismic Bracing for piping &equipment designed in accordance with 2006 IBC, Sec 1613, utilizing the ISAT Application &Design Manual: 2006 IBC Vol 2 installation details&specifications Floor aX zPiping Welded or Threaded or 8 Plumbing Equlpment Equipment (Conduks 8 I I (story (Ft) Bmz&d(NONVIB) Grooved Couplings Cobb Tray) ungs (VIB) (NONVIS) (Via) C Glass,at�` �' For Seismic Design categories D, E, & F: a,-2.5 a, 25 -2.5 2.5 a,-2.5 For components where Ip=1.0: Brace all pipe greater than 3" in diameter, Brace all trapezes where the accumulative weights of the utilities is 5 Ibs/Ift or greater. R -9 R -4.6 R - -26 a,- a, a,••-25 R -B.0 R -2.0 R •"-8.0 R -3.0 g �For All Seismic Design Cate nes: .0 oruot 0 13.is 0.15 0.20 OAS 0.25 OAS 0.17 Seismic bracing may be omitted from utilities suspended by individual hangers 12"or less in length from the top of the utility to the bottom of the structural support for the hanger and the rod hangers are detalIed to avoid ROOF 1 0.16 1 0.33 8.59 0.25 0.78 0,25 0.49 significant bending of the hangers and their attachments. The installer&inspector to ensure the omission of seismic restraints will not result In damaging Impact with other systems. NOTES: 0 1)Refer to ISAT pages/details E1 through E4.3, and H2 for brace ann design values and descriptions. 3) Max brace reaction is based on the Max "GI'Force, Brace Spacing and Utility weight. 4) Clouded areas tagged as "ATTACHED TO STRUCTURE"or"12"RULE"are out side of iSA Ts scope and are the responsibility of others. 5) Use of any non ISAT bracket voids engineering rt�ye 6)If draWngs are not to scale or the scale is inaccurate, contractor and inspectors to ensure the "BRACE SPACING"in this legend is not exceeded. NOTE:Values In Tabla 3 are the ms"ltantaRarcomparing pp with Fp.max a Fp.min. 7) Where systems are subject to thermal expansion & contraction or vibration isolated, utilize cable bracing. Cable bracing should be installed with sufficient slack to accommodate thermal expansion & contraction or acoustical movement-per the Mechanica UJ 8) Bracing design for trapeze systems are based on single layer racks. J 10) Refer to Project Specific- Seismic Design Force(SDF) Calculation Work Sheet for Utility Specific "G"Force (Fp converted to allomble stress design) �� �` 0) I t-Ovarhaatl track Elevation From Oredo(tt1 NONVID-Non-Vibration Isolated components a systems �s.y C4Viae Vlbratlon isolHad cwoponants a sploms / �( '}' ,� tea/ •'-Per ASCE 7•taTable 1g.8•t:a,-Z.S,R,•6.O.Ttdslamore conaprva0vethan ASCE 7-0STable/1.s-,lap=1.D,R,a2.ej. I.S.A- j+ 14325 NE Airport Way - Suite 101, Pordand, OR 97230 - Office 503-252-4423 -Fax 503-252-4427 7/16/2013 � �`�'`� I aUJ X euw Q 'err UJ CO Q w ISSUED FOR: Date Q COMPUTED 61612013 REVISION 7/13/2013 Directory - ISAT Cable Brace Assemblies ABHws ABMfWs ISAT Seismic Brackets s cable Cable Assembly Brace ABHWS A13KW ASHWS j ISAT Brace t Rod Lower Upper Baca Arm Assombly Design Assombiy ABF 1!€ Assembly Diameter Bracket Bracket Dia. Typo Value(P) Detail Inch Pago F Pa F Inch Lbs Page E4. BCi 3/6 S25OR Sm 1115 E4.3, Looped 150 E4.3 BC2 318 S25OR S25OR 118 E4.3, Looped 30D E4.3 SC3 318 RCH1VS38 ABFWS12 118 E4.1,Thru Boll 650 E4.1 BC4 318 RCHIIVS30 ABFWSI2 3116 E4.1.Thru ed1 950 E4.1 ASHWS RCHWS BC5 318 RCC38 ABF12 3116 E4.2, Looped 960 E4.2 . i ce.1 318 RCMVS3B ABMNSI2 3116 E4.2. Looped 1,060 E4.2 Cable Minimum Nominal Cable Clip Assembly SC6.2 318 RCI-WS38 AUMMSI2 114 E42, Looped 1,265 E4.2 REFER TO NOTE IB,PAC Diameter Turn Clip Nut Design --BC? 318 RCMNS38 ABNW12 114 E42, Looped 1,700 E42 4.2 FOR CABLE TENSIONING ABF Back Spacing Torque Value SCO 318 RCCX98 ASF12 114 E4.2, Looped 1,700 E4.2 ON NON-VIBRATION P,CHWS RChW(X) S25OR TO S26OR a PROF B iso in RCFMS31a2 WB NS12 1186 E4 t^Tia pBaalli 050 E4.11/18 ABFSVJS Inch inch Inch F1-Lbs Lbs ISOLATED INSTALLATIONS. ABHWS TQ ABHWS ABHWS TO RDfWS ABF TO ABF 1/18 3 2 4 180 4 �. 118 2 114 4.5 300 BC,1 112 RCHWSI2 ABMNS12 3116 E4.1,Thru Bolt 950 E4.1 1191'MIN.CABLE LENGTH A"STORCHWS ABHWSTOA8HWS � 84 7F' SC12 112 RCC12 ABF12 3116 E4.2, Looped 5613 E4.2 INSERTED Ti RU BOLT HOLE ABHWTORCHWDO 8013 112 RCFWS12 ABMS12 3116 E4.2, Looped 1,060 E4.2 SC14 112 RCHNS,2 ABFiWs12 1N E4.2, Loop&! 1.265 E4.2 )IBf11YSSE15MiG /f� � SC16 1/2 RCFWS12 ABFNVI2 1/4 E4.2, Looped 1,700 E4.z BRACKELPG.FZI 825OR SEISMIC CABLE NBACK BC16 in RCCX12 AOF12 114 E4.2, Looped 1,700 E4,2 BRACKET r'RIOMt7t7fIE0'0 FiNALAFiErtRE00 Cable OC17 112 RCM12 ASMNt2 Will E4.2, Looped 1,960 E4.2 r G7 HE]th1)fSHEAR HEX MIT SHEAR Cable Maximum Minimum Norrnlnal Cable Clip SC20 58 RCMN58 AB"4s12 3116 E4,2, Looped 1.060 E4.2 ABF SEISMIC Diameter Design Turn Clip Nut I 4W BC2i 6/8 RCFN1168 ASHNS12 114 E4.2, Looped 1.265 E4.2 7Mi END'TRtIETOROIJENUT BRACKET Value Back Spacing Torque SWAGFiTTING CLIP SPACING wAYN� ��Iloii'3 N 8022 518 RCMN58 AShW12 1/4 E4.2, Looped 1,700 E4.2 HEXNVT(WN-THREADED) �L C Inch Lbs Inch Inch FI-Lbs OC23 518 RCMN58 AStiW 12 5/16 E4.2, Looped 1,060 E4 2 SHEARS OFF(I 65•FT-1BS. ABH NS THRU BOLT CABLE TIE ASSEMBLY SWAGE FITTING CABLE TURN BACK v BC24 519 R B ABF12 //4 E4.2, Looped 1,70D E4.2 NOTCROUEWreCHM1E0'0. 11►6 Iso 3 z 4 EXPIRES: 6/3O/T4 8025 518 RC 56 ABF12 6116 E4.2, Looped 1,965 E4.Z DETAIL'B• \y/ 118 687 a1N 21/4 4.5 a� j 3tie 1,440 3314 2214 7.5 I BC26 rJa 58 ABF34 5116 E4.z, Looped 1.960 E4.2 CLIP SPA NG CABLE CUPS I v4 2,333 4 314 3 1t2 i5 The Registered Professional Engineer and signature that BC30 314 RCiit11r34 ABtM+S12 16 E4.2, Leaped 1V60 E4.2 RCHWSSEISNC 5116 3287 5174 3718 a0 S25OR SEISMIC g g g BC3t 314 RCMN34 ASM312 312 114 E4.2, Leaped 1,266 E4.2 11k1'MIN.CABLE LENGTH WSERTED Tt9LU BOLTHOtF BRACKET,PG.Fi,1 THIMBLE CABLE CLIPS Refer To Pe appear on this drawing apply only to approval 8032 314 RCHW34 A8HW12 114 E4.2, Looped 1,700 E4.2 Page E3 Far Assembly Design Values BRACKET d BC33 314 RCRW34 ASHW12 5/I6 E4.2, Lcoped 1,860 E4.2 GALVANIZED STEELCABLE(7319) .THIMBLE. BC34 314 RCC34 ABF12 114 E4.2^ Looped 1300 E4.2 116.0,657 LOS CAPACITY NOTE: CABLE CLIPS MAYBE RCC SEISMIC of the ISAT seismic bracing associated with the OC35 314 RCC34 ABF12 5116 E4.2, Looped 1,665 E4.2 3118'0,850 LBS CAPACITY S25OR TO S25OR CA1LE ASSEMBLY 0W. BC36 314 RCC34 ABF34 6116 E4.2. Looped 1.9&D E4.2 SUBSTTtUfED FOR A SWAGE FrMNG BRACKET utilities shown on this drawing as delineated BCXO WA ABIiVVS12 ABFMrstz 3116 E4.1.T1Vtr Batt 950 E4.2 THRU HOLE CABLE 11P CARRIAGE BOLI ?�WASHER A8=TO RCC ASSEMBLY REFER TO NOTE 18, PAGE 4.2 FOR CABLE TENSIONING within the adjoining Seismic Bracing Legend. �1 BC61 NIA ASHN/S12 ABMSI2 IA E4.2, Looped 1,265 E4.2 > 8062 NIA ABMN12 ABhW 12 5116 E4.2, Lee ed 2,400 £4.2 WITH`TITE-END'TRUE TORQUE NUT. FC ON NON-VIBRATION ISOLATED INSTALLATIONS. o REFER TO NOTE 16. PAGE 42 FOR CABLE TENSIONING U am NfA ASHWX ABHWx 5116 E4.2, Looped 2^400 E4.2 RCNWS THRU BOILT CABLE TIE ASSEMBLY y"., 8064 WA ABF34 ABF34 5;16 E4,2, Loop 2,400 E4.2 ON NON-VIBRATICN+I ISOLATED INSTALLATIONS. 190 1. Typical Cable Brace Arm Assembly Details,Pages E4A,E4,2,E4A DETAIL"A" Drawn B ML In. 2. UseefAnySpm'ISATSrt*elVoidsEngineering. � LOOP GABLE TIE ASSEMBLY S25OR CABLE TIE ASSEMBLY y 1- 3. At Nomdnd 45 Dogma Brace Angfe. THRU BOLT CABLE TIE ASSEMBLY CABLE BRACING TO BE INSTALLED IN A SYMETRICAL PATTERN PER B-SERIES INSTALLATION DETAILS. CABLE BRACING TO BE INSTALLED IN A SYMETRICAL PATTERN PER B-SERIES INSTALLATION DETAILS. CABLE BRACNG TO BE INSTALLED IN A SYMETRICAL PATTERN PER B-SERIES INSTALLATION DETAILS. Checked By GW A P P R O V E D A P P R O V E D A P P R O V E D A P P R O V E D PI.Oject# MCKINSTRY Fixed Equipment Anchorage T Fixed Equipment Anchorage j Fixed Equipment Anchorageff* t ' j- Fixed Equipment Anchorage � '- Date 06/06/201 Otfxe of Statewide Health Planning and Development Office of 5latewada Health Planning and Development Once of Statewide Health Planning and Development Office 01 S1al9vid6 Health Pianning and Development - Scale NTS falamallonal Seismic Application Technology lnfomaf/onat Selsmlc Ap okatton Tochnology t"r 0--_ , Infemallonal SWsmlc Application Technology ';^ Infamattanal Seismic Appikftlon Tachno/agy eo (?PA-0485-07 14848 Northam street^Le Millda, CA 11639 O PA-4485-07 14649 Ncrihsm S1met,La Mrada,cA W638 " . OPO-0485-07 14848 Northam Stme4 Le Mirada, CA 00838 , OPA-0485-07 14840 Witham Street.Le Mirada, CA 90638 Fre-epproesl Naprsm Manager mepproval roplrn Managerta sprawaraglamsnagsrppgp877.090 4728(TNI Froe) 714.523 OBb6(las) 877.999720(Trip Fina)714523 0845(tsz} y 877.099 4728(trip Fnse)714523-0845(los) 077.9994728(TM Free) 114.523-0845([a<J An,hony R.P,wa M,May R-Ptka Anshan,R PIMa Anlh6aq n.Ptks „„. 19tai 440.84711 www.Mslab.axn -C ,. 19,$)440-047o wwwAlstsb,00m (816)440.6.10 wwwAstsb.com r4 t REV-9 ry t REI/-2 j t REV-3 1sleYua-x410 'µ wwwlsatsb.camREV._2/ jJ/ ,UUff� j1ff178/2511 d t052W11 * / vtttr , 05257!0Sheet Title r-U'/a �e4„a (. RESTRAINT LEGEND Reviewed By VA.W 4 Dale :,lr t rage Reviewed By vav-vw Dale �+ Page Reviewed By: vv.wv Date ��++�• Page Ravlewed By: v.-e..va, pate q� •' -'• Page �• +' E3 govt Ed,i � t 11:7.<' E4.2 i r'„'.' E4,3 SDF WORKSHEET(S) � o 1a Sheet No. CD U. i `A Compan.r Designed To Streamline Seismic Building Code Compliance 't i I i • Ia J V �, I , f f I i i ; 1 f i C I i i i I i 7- OF II H G�a.ae5. .¢x_14=:.nleral G I , A, f Ui H ® —._ - — 0 i -4 fa IF f U 1 v (� o CHILLED WATER RETURN CHILLED WATER SUPPLY "� /� �` 1-011 � LU SCALE. 11 1' —011 SCALE: �11 — 1 ct � Z z CYCr. •.�. c o Cl, Z ra Z co CL NIX FH s H - co - � ,d I VIZ, to i eee••• --- i s Ili ' � � � 1 ! i I H ❑ s i I 1 i f I f LU lilt I I 1 I izu Ul M/ I I I ISSUED FOR: Date Q CONDENSER WATER RETURN CONDENSER WATER SUPPLY � SCALE: 111 _ .� 1p SCALE: "1 _ 11_a1I 4 4 REVISED 7/13/2013 [Z� i PROFS 8 PE �a c WRYtAt u EXPIRES: 6/30/14 c The Registered Professional Engineer and signature that appear on this drawing apply only to approval of the ISAT seismic bracing associated with the ! utilities shown on this drawing as delineated - within the adjoining Seismic Bracing Legend. Drawn By ML d _ Checked By GW u Project# MCKINSTRY Date 06106/2013 Scale 114' - 1'-0" JU S .� _ Sheet Title PIPING EQUALIZER PIPING m v SCALE: 411 - y 1_p11 meet No. 0 EB 7T -4m a U. 'A Campan,y Designed To Streamline Seismic Bur'ldx"ng Code Compliance" lntematlonal Seismic Application Technology f 14325 NE Airport Way-Suike 101,Portland OR 97230 503-252.4423(Office) 503-252-4427(Fax) FOR BRACE SPACING, FORM POUR FORM POUR www.isatsb.com CABLE BRACE ASSEMBLY, ISAT ABLE ASSEhABLW a FOR BRACE SPACING, FOR BRACE SPACING, r PER BRACING TABES ]SAT SEISMIC BRACKETS o a SLAB POST INSTALLED ANCHOR NUT SLAB OR POST INSTALLED ANC NUr THREADED SUPPORT ROD REQ'D�.) THREADED RIG1D BRACE ASSEMBLY, ° ° CABLE BRACE ASSEMBLY, SLAB ON 4 a ALAS ON 'Empowers •,y Experience" SUPPORT ROD 90°+7.5 v AND DECK ANCHORAGE CLEVIS OR AND DECK ANCHORAGE TYP THREADED SUPPORT ROD METAL DECK v .' a-" e n METAL DECK c v~ 4 e a LSAT BRACE ASSEMBLY REQUIREMENTS SEE J-H&NGER, AND DECK ANCHORAGE BRACING TABLES PAGE H3.3 90'1`7 TYP REQUIREMENTS SEE BRAaNGTia�Es REQUIREMENTS SEE RC-2 PROPRIETARY STATEMENT PER BRACING TABLES 1'MAX OAP EDGE OF NUT i r MAx DAP EDGE RC-2 OF NUT 1`4 EDGE ,01 OF NUT(TYP) i BRACING TABLES HE)(N'JT OR STO CUP-DN LOCK NIDi' '�OF KUI RGt 'P' u, HfflC NUT OR SUP-ON LOCK NUT ( ,P �„ i 'P H ® iK PAGE GI,CiM.$ i E, II 13'PAM GT - S3 160 x 1 rte•STRUT �� � }� I � 1 MIX 168'STRUT II � i I � tib DR4111=10Or,Y/iUM ATTACK ARE W 0 0 e ° IF MN.IR•O:4 HEX MN.1(P aA.HEat MAa.trz'Du.HEtC MN-MICA.HEX PROPOY OF ISAT ANY REttSE OR REP 090M _ ii 15'6'x3114'- t OF THESE DOCUilE7VT5 N91FlOUT Ii'RITIEN PSN SOLI,STRUT NUT 1 BOLT,STRUT hNf @Ol T,STRUT NUT DOLT,STRUT NUT + PIPEICONDUfr a 158'x 3114'STRUT ] ° 1 OF LSAT fS STWXY FINSM ,� PAGE Gi,DIM.�' t7� '8'PAGE Gi 1244 STRUT' J t3(T°- . TYP W 17,5•TYP PIPE OR CONDUIT 1— li __ A' A' A ,til Rx, SERym THREADED ROD,PAGE H1 PIPEiCONDUrf STRUT TO BEAR 11 1 1?MAX. STRUT TO BEAR 1 ire MAX STRUT TO BEAR 1 872 MAx. 6TRUr TD BAR 1 IMMAX, STIFFENING REQUIREMENTS,PAGE Gt o D ON i —�-- ON NUT ON NUT SPRING HANGER,PAGE G4 OVER)1FA0 WE1At a o OVERHEAD VIEW a _ TDP(iF ItW ro o THREADED ROD,PAGE H1 �UE BMIDfR a 3B'DR 1(Z _ _ 618'1041)7gr CIA — — - 343 OR tt2' —— _ ry6`THRU 7)B DiA I HANGER 1 DiA ATR CCINTINUOUS OF RDD TO CIA ATR CONTINUOUS ATR CON NUOUS STIFFENING REQIkREMENTS,PAGE D1 ATR GONnIVLIOUs I DECi(NSETiT l BLUE BaMOETt q OVERHEAD VIEW SPRING HANGER,PAGE G4 W 10 ROD 1 t i tMV4GER i e L COUPLER —_ J I t 1 I APPI ICA�E FOR ANY SINGLE HUNG UTILITY. PER BRACING ISAT BI ASSEMBLY W t O ROO — 12,MAX APPLICABLE FOR ANY SINGLE t8.11�MD 1J11Li7Y. L _ _ _ � SEE B-SERiE3 PAGES i1? SEE B•SERIES PAGES i MAX, MAXIMUM BRACE LOAD"P"PER ROD DIAMETER(45'MAX.BRACE ANGLE FROM HORIZONTAL) MAXIMUM BRACE LOAD"P"PER ROD DIAMETER(45'MAX.BRACE ANGLE FROM HORIZONTAL) are' 112" >fire- 318" 1n^ >518" 45' GROSS BOLT SLEEVE{CBS}, THREADED ROD,PAGE H1 Dtq,MAX. GI EVIS HANGER,PAGE 113.3 Max.Lateral Maximum in.Brace Max.Lateral Maximum in.Brace Max.Lateral Maximum in.Brace Maximum Minimum Maximum Minimum Maximum Minimum PAGE F9 STIFFENING REQUiR3ANTS,PAGE G1 NO CROSS BOLT SLEEVE REQUIRED Maximo Force Brace Arm Farce Brace Ann Farce Brace Arm LONGITUDINAL RESTRAINT Lateral Max. Rigid Lateral Max. Rigid Cetera! Max. Rigid DEVICE(LRD),PAGE F7 flim. "A" at Uitfty Force Assembly at Utility Force Assembly at Utility Force Assembly Maximo Force Brace Brace Arm Force Brace Brace Arm Force Brace Brace Arm Inch LM. Lbs. Pg E1 Lbs. Lbs. Pg.Et lbs, lbs. Pg.E1 Dim."A" of UII9ty Force Assembly at Uttiny Force Assembly at Utility Force Assembly CLEVIS HANGER, 4 850 1.335 BR14 850 1,335 BR14 925 1,454 BR15 Inch Lbs. Lbs. Pg.El Lbs. tbs, Pg.E1 Lbs. Lbs, Pg.E7 PAGE H3.3 5 Sao 1,095 BR12 880 1,095 BR12 903 1,454 BR15 4 5 566 934 BRIO 566 934 BRIG 881 1,454 BR15 462 726 BR10 850 1,335 BRid 771 1,454 BR15 9318 667 HRto 378 887 BRIG 823 1.454 BRi6 5 382 615 BRIO 880 1 Q95 BR12 726 1 454 BR15 LONGITUDINAL RESTRAINT DEVICE 12 263 534 BRIG 283 534 BRIG 747 1,499 BRt5 6 328 541 BRIO 566 934 BR10 685 1,454 BR15 (LRD)PAGE F7 15 227 454 BR10 227 454 BRIO 598 1,19a BRtz 9 229 405 BRIO 378 667 BRIO 588 1,454 BR15 € SECTION ELEVATION ELEVATION 18 1 400 OR10 1 189 400 BRIG 498 1,057 BR11 SiNGLE HUNG PiPE OR CONDUIT WiTH CLEVIS HANGER SINGLE HUNG PIPE OR CONDUIT SINGLE HUNG PIPE OR CONDUIT WITH CLEVIS HANGER SINGLE HUNG UTILITY ELEVATED BRACE ARM ATTACHMENT SINGLE HUNG UTILITY ELEVATED BRACE ARM ATTACHMENT 2-WAY TRANSVERSE CABLE BRACING 2-WAY TRANSVERSE CABLE BRACING 4-WAY SPLAYED TRANSVERSE-LONGITUDINAL CABLE BRACING MiNIMUM 36 INCHES BELOW DECK MAXIMUM 36 INCHES TO MiNIMUM 12 INCHES BELOW DECK BRACE ANGLE TO 00'IS ALLOWED WiTH REDUCED BRACE SPACING.REFER TO NOTE 20,PAGE 4.3. 'BRACE ANGLE TO 60'IS ALLOWED WITH REDUCED BRACE SPACING.REFER TO NOTE 20,PAGE 43, `BRACE ANGLE TO(i0'IS ALLOWED WITH REDUCED BRACE SPACING.REFER TO NOTE 20,PAGE 4.3. 1-WAY RiGID BRACE,TRANSVERSE OR LONGITUDINAL LOCATION 1-WAY RIGID BRACE,TRANSVERSE OR LONGITUDINAL LOCATION A P P R O V E D A P P R O V E D A P P R O V E D A P P R O V E D t� �,' A P P R O V E D Fixed Equipment Anchorage 11 Fixed Equipment Anchorage • Fixed Equipment Anchorage r Fixed Equipment Anchorage " Fixed Equipment Anchorage r Office of Statewide Health Rending and Development Office of Statewide Health Planning and Development Office or Statewx]e Health Planning and Development Office of Statewide Heath Planning and Development tdiAtl�o Office of Statewide Health Piannsng and Devebpmaltt FP7 ,...,, tnhims fonai Sohnite Appffcatfan Tschnotopy fntornstlonel SetsaUc Appticat/on Technology ..,. tnfernathlnal Sahmk Appllcallon ToOnclogy rnfernalionet Seismic Appticetlon Tethno/ogy lntemallonal Selsmk Applkat/on Technology O PA-0485-07 14848 Northam Stma4 La Mirada, CA 90638 OPA-0485-07 14840 Nomlam street.Lo Winds, CA W638 OPA-0485-07 14848 Naihem S1tsaL La MNsda.cAgo63e O PA-0485-07 14846 Northern Street Le Winds,CA 9DW8 O PA-0485-07 14846 Northern street,La Mrads,CA 90696 Q Pro•apreoval Program Manager Pn-eppro.al Prod—Menage Prtl�tlPpraiai Proaram Manager 877-999.47U(Toll Free 714623.0$15(fan) Pre•saprovN vrvgram Wnagxr 077-999.472$(TDA Free)714523.OD45(rax) Prtl-approv�l�P�qra a anagn 077-999d72D(Til Free)714.523-0846{tax} MAO ry R.Pile lin-999.4726(Toff Free)714.523-0545(Lazy 877-9994728(Toll Fres)714.623.0845 ilex) (a19144ea470 www,Mtsb.com 1010)4 R.Para Anthony R.Pita i 1010)4404300 w+wwloetsb.com _ tate)•+�aw7o Www.l681atI.WmMtnanrn Pit. Nr•Vw,iWtlbtnrir wavlw.leaLab.fnm -�, - (0161410.0/70 ,: (1116),140-1470 ©\ t:r, .vsuuc Rev.2 411` r:r rc Rev.i ow)- REV-8 REV-4 Rev.O /J}(�//}_ J/j 07/12112 07/f?1r2 11AOtI08 {/1Lt/lLi�a+ .; a ^c.�C:• aD/o27ra ,1'( '^x� r!r� 1'r• ODi01/OS 7, / -.£.. 'I�, � a,nott y . w au 11'c,' L/\Ltlti cV�. ,y,rmFl ssr,Q S�E V1`[-G7t�� svrnols x cmo r: i alnert ?rl2'-+s n 'r` a rmlF4 wsax 6j {# r l ) tF I I�� Page t-- /r ,.,. %f P D t,,, .tiff Pdge ILReviewed 8 vn.w,ve, DB10 aB Reviewed 8 w.,votw Date fit'`r-r Pagen 0 rx Reviewed 0 Wameiva, Date ;, Pe98 Reviewed 8y: v�znvll. pato ag Reviewed By: w.ranvw Oato ��""""'..,:� Y- ?q r ��Cr�-+t r'.' •'''..���lFl��3.i'? /�6.4Z1�J�.:J 88.2 82810 ;z UM 'J Oct N ZJN UJ R ixr� z z h 1� Q UT DA,SET SCREW TOP FLANGE CONNECTION TYP.20 FT.-LES, 1 TORQUE Cl LSAT#8G4 BEAM CLAMP UJ 00 1 r2l DIA.HEX NUT 00 25 FI-LBS TORQUE + Ii }1`2'DIA. (1)111'DIA.ATR r CARRIAGE DOLTS, MAX-2,2000 PERPENDICULAR TO BEAM AS SHOWN i HEX NUT =2,0004 AT 45'TO BEAM WEB =1,6001 ROTATED TO ANY ANGLE ABOUT BOLT BOTTOM FLANGE CONNECTION ISA�SEISMIC BRACKET. NO UBSTITUTiON, I SUITABLE FOR EITHER RIG'D OR CABLE BRACING. CONNECTION TO STRUCTURAL STEEL SUBJECT TO PRIOR APPROVAL FROM ENGINEER OF RECORD i BC-4 BEAM CLAMP ASSEMBLY SEISMIC BRACE CONNECTON A P P R O V E D Fixed Equipment Anchorage Office of StVevdde Health Planning and Development t GPA-04$5-07 IntomationalSakagoApplicafronTechnokgy 14848 NDnham Sueet La Mirada,CA 90638 e• Pmopprovat Program Manager 877.999.4720(Taff Free)714.523-0045(taxi Mlhany R.Pile (0116))4440.-0470 www,testatizam ti/ L 'ivc!tu Rev,D F ��°�•ia ti,r.'..r 106 .2011 (yj �« i ;i a ISSUED FOR: Date Reviewed By: wuwnlw Dote �; 04.3 F«F�F:t r/v�'•t COMPLETED 6/6/2013 d REVISION 7113/2013 I � 1 BOTTOM COJUOF ROD CDJf�i,NUT,OR DECK ///---HDi NUT OR SUP-ON-LOCK NUT. NSF,RTTHREADS TO BEAR ONSiRUT 'H' m Al A2 Si TYPICAL-DIfV£NBONS 41 (O CEPr Ell) £ 1 W6 B'1` I4'! 7£1`3' T __------- 318' 2' A QiM'A` 2 MAX. tit' 718' DIM 13' 4'MAx 9 2 } ROD is WNn IOUS tiff 11pr 1`P p Pi:oF�-s CMAX 4'MAX ULTI-TIERED ClDETAIL ATM C2 [2E, _ TRAPEZE SYSTEMS Et ��5� (4NG t 7 E STRUT MUST BEAR ON NUT WHEN USING RC-1 OR Fr-2,-- 7MIN.---- OR MUST OEM ON BRACKET WHEENUSING RG2.1(TYR) MINIMUMELEMENT50FSECTiON or5atid 84 7 E 9 Area t Steel Height Of Moment Section Radiusof Moment Section Radiasor RC-2RDOSTIFFENER Min.ASTM A36 Steel Channel Gage "H- Section of inertia Modulus Gyration of Inertia Modulus Gyration RC-1 ROD 5T FFENE - ng Inch = + x inch + a Inch Rod etlflonor Chan 3JR'THRU58'OIA ROD High Temperature Building Services Dtm.A Dim,B Applications Piping At 12 131`16 0.371 0.030 0.061 0,284 0.115 0.142 0,557 r T 1 , Rad Maxtmum Tension Maximum Tension A2 12 1 518 0.742 0.136 0.168 0.428 0.230 0.284 0.557 Maximum Maximum B1 12 15/8 0.555 0.185 0.202 Q.577 0.236 0.290 0,051 WA Y' !ti 13 Threaded Rod Length Spacing PLATE AT 92 Diameter Design Value Design Value C Rad Without Between RC-2.tRODSTANER STRUT ONLY inch Lbs lbs B2 12 3 114 1.111 0.928 0,571 0,914 0.471 0,580 0,651 Diameter 9uaener RodStllteners 3/8 610 790 C1 12 31/0 0.89 .099 .628 1.1 0.3 9 0.422 .633 EXPIRES: 6/30/14 Inch Inch Inch 112 1,130 1,464 C2 12 6 112 1.794 5.578 1.716 1.763 0.719 0,884 0.633 3r8 16 222 518 1,610 3.5DO The Registered Professional Engineer and signature that 1`r. 18 z? 314 2,710 3,500 D2 12 47!8 1-453 2.811 .153 1.391 0.669 0.824 0.679 _ 4 30 `5 718 3,770 4,860 E1 appear on this drawing apply only to approval 56 STRUT: beTHRJ1• 1 4,960 6.400 718 as 40 158•z 158,x 12 GA [1<A ROD 1.QUALFIEd BRANDS MEETPIG OR EXCEEDING ABOVE VALUES MAY BE USED SUBJECT TO STRUi 1-118 6,230 8,000 of the ISAT seismic bracingassociatedwith the i 4s 46 �OR SLOTTED xe'-o'MAt FI BISiRUT159'xl5,1rx12GASOLIDOR ISATREI/tEWANOAPPROVALFROMENGINEER-OF-RECORD. Ilia 54 54 1-114 8,DOD 10.300 utilities shown on this drawing as delineated 1sox1516`x124A. t tta 59 5 SLOTTED xS-0 A4A1C 1-3/8 12,180 2.BEAM LOAD MAY BE LNITED BY SPOT WELD SHEAR. REFER TO CHANNEL {, t, t 3/a 66 SOLIOeACxdO-aACKx15-1`Y FI B2 SI RUT I5VitI5Mx124A.5OLID MAX, BACK-TOx 15-0`MAIC(AS SHOWMI 1.112 14,960 MANUFACTURERS TECHNICAL DATA. W1111In the adj0lning Seismic Bracing Legend. �. '12 72 i'2 1-3/820,180 3,A2,B2,C2 AND D2-FACTORY SPOT WELDED BACK-TO-BACK CHANNEL.. SUPPLEMENTAL I O NOTICE: ROD STI.=r'Ef�NG FEC£UFicD ONLY FOR HANGER RODS TO%V ACH SEISM)C 2 26,680 U NOTE, NOTICE. HAS BEEN NSTALLT�. SWITCH WELD NOT REQUIRED. r+ ROD STIFFENERS MAY BE ELIMINATED NhIEf1ET4Y0 ASME B31A ASME 831.9 rtt3tOBRACES ARE ATTACH TpTiESAME ROD At �STFFfNERtJItTTa7Ft R MA)(ALLOWAe ESTRUTC OMRRESSON: Rad Temp of Deg. 4.TABULATED VALUES ARE SOLID STRUT. STRUT WITH HOLES HAVE SECTION PROPERTIES Q Atm 180 DEGREES OPPOSED TO ONE ANOTHER TIGHT PLUS 2 FI-L TLh74S OF THE NUT SI SOLID"2300 L55 BI SLOTTED-2000 LBS. 82SOL'D:2104 LBS 82 SLOTTEDNOt REDUCEb 8Y 0.90. STRUT WITH SLOTS HAVE SECTION REDUCED BY 0.85. Drawn By ML CHANNEL PROFILE. DESIGNATIONS AND SECTION VALUES, m ALL°S ALL-THREAD ROD IFOR VERTICAL SUPPORTS ASTM A653 GRADE 33 U Checked By GW ROD STIFFENING REQUIREMENTS a Af� D Project# MCKINSTRY PPROVED APPROV — A P P R O V E D Fixed Equipment Anchorage Fixed Equipment Anchorage r t Date 0610612013 Fixed Equipment Anchorage Office of Statewide Health Planning and Development Office of Statewide Heath Planning and Development ternational Seismic ApWkatlon 7ochnotogy inNTSm Office of StaieWde Health Planning acid Development het;F4 T Scale G r. AppthCatloar W tnromaflanelSeismic ApprlcsUonTechnology Ta GPA-0485-0'7 GPA048J-07 14548WithamSttreet,LaMirads.CAOW3a R,`L - 14HISNmftnBln4LaM11111411,chom OPA-0485-07 14848 E.Nartham Street,La Mitada, CA 9tB3a y Prv-aPP,ovet ny R,Pi Mantuaer * Pre ePVo.el PO R uenegn 877419&472! ol Fns) 714423-0$16 � Pre•approve'Program mw,42.r �. 816)140.6470 877.999 728 ww dsolsb 714.523-0845(tax) tete)440•6470 Mww-IYtlb=m �) B77.999472D(TDA Free} 71452}•0845(fax) � r"r {T ;" Mihawtt p P,te {� Arxhcnp R.Pike V1wwJsalsb.mm r C t6,el uo.e4ro ;. 47 ' Rev.0 aNroae` ♦ '+,uy.} REV-D Rev,41r ' • ''c asAt3t! VSC•4Tt�tt xsi ittt71tCJ6 tNA?3t12 W"nol, Pageby. Sheet Title '1 aFt1a,l ., +£: _ ap ReAmuo ne,•n vw pats PIPING — SEISMIC ,� ��'� Papa Reviewed va,wvA, Dale Reviewed Dy: LwafnlW Dale " _ HI Ir•ti, • u Gi INSTALLATION DETAILS m p i � I Sheet No. 0 LL P21 1 m a 'A Cotnp►an,rDesl►gned To Streamline Seismic B'urld nff Code Compliance" i I I 'I I International Seismic Application Technology 14325 NE Airport Way-Suite 141,Portiand OR 97230 503-252-4423(Of ce) 503-252-4427(Fax) www.lsatsti.lxm "Empowered By Experience" TABLE 1 VERTICAL SUPPORT LEGEND PROPRIETARY STATEMENT grog SUSPENDED PIPING WITH CABLE SEISMIC BRACING OR NON-SEISMIC LOCATIONS MACERICH WASHINGTON SQUARE MALL -MC KINSTRY -ROOF nff maw>mtts�txts tit 1ti7ACNE0 ARE n� C 0.706 =Sds t t a�o,�xlY csA.r. 1wY OR��ot/cno�+ ,p of n0 n04M MlMff �, ANCHORAGE OPTIONS OF LSAT IS SlPlRES RNUM. SUPPORTED UTILITY AU RMRfSE�iIID PHD Beam Clamps Supplemental Steel Supplemental Steel Supplemental Steel Supplemental Steel Supplemental Steel Pipe/CaType of-- Max. Max. Std. Strut Min._----._ - --.- n. Dial Structural Steel Beams Between Structural Steel Beams Between Structural Steel Beams Between Structural Steel Beams Between Structural Steel Beams Between Structural Steel Beams Pipe/Conduit _ T Diameter rin) Utility Weight Vertical Trapeze Width Vett. Rod Min. Max. Min. Max, Min. Max. Min, Max. Min. Max. Min. Max. or Trapeze per Support B1 =Single Support_ Load 4 ' Hanger _Design Install Steel Support Design install Steel Support Design install Steel Support Design Install Steel Support Design Install Steel Support Design install - Lineal Type Foot Spacing ' B2= Back to Back 2 Rod Size 3 , Style 6 Tension Detail Type Tension Details) Type 11 Tension Detail(s) Type 1' Tension Detail(s) Type " Tension Detail(s) Type " Tension Details) lf) (ft} (1n) (n.) , (lbs) (Ibs) (lbs) (lbs) 8 Steel or Copper 55.24 9 NIA 314 546 C CLAMP 600 G7.13.1 BB314 (8'-0' MAX SPAN) 1000 G7.2 W5X16 BEAM (20-0" MAXSPAN) 1800(900 LBS PER POINT LOAD X 2) G7.1-OR1 BB314 (8'-0" MAX SPAN) 1000 G7.2-OR BB314(8'-0"MAX SPAN) 1000 G7.2-ORI BB314(9'-0" MAX SPAN) 1750(875 LBS PER POINT LOAD X2) G7.2-OR2 10 Steel or Copper 80.95 6.5 NIA 314 - ':578 GCLAMP 600 67,13.1 BB314(8'-0"MAX SPAN) 1000 G7.2 W5X16 BEAM (20'-0"MAX SPAN) 1800(900 LBS PER POINT LOAD X 2) G7.1-OR1 BB314(8'-0" MAX SPAN) 1000 G7.2-OR B8314(8'-0"MAX SPAN) 1000 G7.2-ORI BB314(9'-0" MAX SPAN) 1750(875 LBS PER POINT LOAD X2) G7.2-OR2 12 Steel or Copper 105.53 7.5 N/A 7/8 870 C-CLAMP 900 G7.13.1 BB314 (8'-0" MAX SPAN) 1000 G7.2 W5X16 BEAM (20'-0"" MAXSPAN} 1800 {900 LBS PER POINT X 2} G7.1-OR1 86314(8'-0" MAX SPAN} 1000 G7.2-OR BB314(8'0"MAXSPAN) 1000 G7.2-ORI 66314 9'0" MAXSPAN) 1750(875 LBS PER POINT LOAD X2) G7.2-OR2 14 Steel or Copper 120.62 6.5 NIA 1 862 NIA N/A N/A BB314{8'-0"MAX SPAN} 1000 G7.2 W5X16 BEAM (20!-0" MAX SPAN) 1800(900 LBS PER POINT LOAD X 2) G7.1-ORI BB314(8'-0" MAX SPAN) 1000 G7.2-OR BB314(8'-0"MAX SPAN) 1000 G7.2-OR1 BB314(9'-0" MAX SPAN) 1750(875 LBS PER POINT LOAD X2) G7.2-OR2 1) Vertical support spacing is to be the lessor of that shown, project specifications, or applicable codes (IBC, MBC, CBC, NEC, ETC). ! j I i 3) Total rod load designed to[SAT(4th edition)page H1 for threaded rod design values. ISAT OPA-0485 manual and Bracing Legend may dictate a larger minimum rod size at cable seismic locations, and governs over the rod size shown here. Divide by 2 for 4) TRL= (Sp`Plf) + .7'.2'Sds"Sp'Plf [Single Hung Pipe/Conduit] ASD Calc. _ __. Where: Sp = Spacing between vertical locations; Pif= Utility weight per linear foot; Ph= Seismic horizontal"g-force"; TRL= Total rod load; Sds ^ Short Period Spectra[Acceleration - 6} May require the use of reducing rod coupling to accommodate rod diameter specified. Larger diameter anchors may be substituted if the values exceed those shown above and the minimum substrate thickness is available. A series of reducing rod coupling ____----___.____ _.__._-.-.______--__-_._____ .-_._._ _..-..____.. .__ __ ._ ____.._ _...._ -----_._ _ �_. _ _ -__� _w _ _�_�- ______________.__ -___._____-- -------. ..�___ -- 11) BB158 -back to back 1-5/8"x1-5/8"solid strut 8ft max span; BB314 -back to back 1-5/8"x3-114"solid strut 8ft max span; HSS33-HSS3x3 tube steel 10111 max span; - - -- C45.4orW615-(2)C45.4 C-channel 8ft max span or W6x15 wide flange beams 10ft max span; C68.2orW615-(2)C6x8.2 C-channel 8ft max span or W6x15 wide flange beams 10ft max span; 0 LU I yr I SPACIV SPACi �I � N EAM SPACING r ATR Wl Tic NUT r ATR W1 IiFX 14117 1,W THK,X 2 x 4114' 1R'ATR W11R'NUT BEAM SPAN 114'TRK.X 4114'X 1r MAx STEL P ALE SEE LOADING NOTES BELOW t��NuristlaLT STEEL (tYPICAtJ m _ SOLID sETe1r(rYF1t:.Ar) EXISTING BE STEEL C-CP BOTH Eels trYPlcuy Ltd' 13116'BwcK-To•tucic t 114' CO UJ HD FIG.250 OR MSS-SP-59 NEW W5x16 BEAM RETAINING TYPE 23 BY OTHERS ASTM A992 Sire etrz iggge STRAP `*~114'-=►I � ��+,�h, J 1 �G"✓ IAM NUT B 112` 0 cuP ua'Two.x E x a ITE BEAJ�t Ct AMP a'4' .(XIP_ BEAM to AMP � 4 Ill"NUi N111H"TRK, (tyP. STf�L PLATE 1.9001 RATIi G (rYP. SOUARE WASHER(TYPICAL} 1,1!00 I RATING t f1'SiTtiiT NUT 6 COLT P TY A'OF EACH{&IDE P TYl'iCAL OE FACH SC+E (30TH SDES(El'pICAL) SEE DETAIL(37.13.1 ' MAX l'ATR WOO NUT BACK TO BACK STRUT 4 4FOR VERTICAL.SUPPORT BAGS TO 1t3A0K&rT1tl1 1'ATR 16x8'x 3114'X 12 EPA A ANCHORAGE A LOADING NOTES: ISOLID OR SLOTTED EEE LOAD NOTES) LOADING NOTES: tSdtlO DR SLO TED SEE LCADl3G NOTES? ISTEEL C-CLAMP)STEEL C-CLAMP 3/4'CLIP BEAM CLAMP 1,FOR 10-17 BEAM SPACING,PM0-8001 ATANY LOCATION(1001 FOR STRUT WITH SHORT SLOTS, 1.FOR 10-0'BEAM SPACING,PMAX-8001 AT ANY LOCATION(7901 FOR STRUT WITH SHORT SLOTS) MSS-SP-69 (TYP.) P 1,000#RATING TYP- 3 j16 2'MIN a wR a•o'eEW SPACING.PMAX-10001 AT ANY LOCATION(SOLID OR WiTH SRT SLOTS) 2-FOR 6-tr BEAM SPACWG,P%W-19001 AT ANYLOCATION(SOUR OR WiTH SHORT SLOTS) TYPE 23 HEX NUT,STRUT NUT, MAX TYPICAL OF EACH SIDE EXISTING BEAM TYP. -13901 mI CENTER tz 17 Fat sotto tTrFtIJT(»991 FOR sHKxTTs OTs) MAX. 3.FOR 6-0'BEAM SPACNO,PMAX-11X01 AT ANY LOCATION(SOLID OR WITH SHORT SLOTS) CO ROD. DESIGN 114'THK, X 160 SQ. I (BY OTHERS) -16091 IN CENTER t1 V(SOLID OR WITH SHORT BLOM CONNECTION NOTES:'L CLIA. TENSION STEEL WSHR. 1 618'X 31/4X 12 GA, CONNECTION NOTES: PAUT MAY BE RACED ON THE TOP OF THE BOTTOM RANGE(AS SHOW,ON TOP OF THE TOP FL N3E, UJ Inch Lbs OR HIM FROM ETHER THE TOP OR BOTTOM R.PAYES. BACK TO BACK STRUT co �2S�OOo (SOLID OR SLOTTED SEE LOADING NOTES) sTrt•Jr MAY BE D ONTHE TOP OF THE BOTTOM FLANGE Las sHK3WN,,ON T�OF TH?E TOP RAnr„>; Ela 550 LOADING NOTES: LOADING NOTES: OR HUNG FROM EITHER THE TOP OR BOTTOM FLANG FLANGES. .� u sPAci 314 600 u4'THKx4114 x1rMAE i.FOR 1L}'-0'BEAM SPACING,PMAX=800;1 AT ANY LOCATION p00#FOR STRUT WITH SHORT SLOTS 1. BEAM SPAN=217 THE MAXIMUM ALLOWABLE LOAD 1,880 LBS(TOTAL LOADING). STEEL PLATE Its 9DD 1 iH•tHK.x r x 4 ua' r ATR w1HIE1c NUT 2.FOR 8'-0'BEAM SPACING,PMAX=1000#AT ANY LOCATION(SOLID OR WITH SHORT SLOTS) 2. MAX 2 VERTICAL SUPPORT RODS MAY HE ATTACHED AT ANY LOCATION ALONG THE BOTTOM FLANGE OF BEAM. S pC,E r ATR W1 Hix Nur 1. PRODUCTS FROM MANUFACTURERS =1300#IN CENTER gz O FOR SOLID STRUT(1100#FOR SHORT SLOTS) 2.CONNECTION IC TES: o 0 ARE TO MEET THE MINIMUM TABULATED 3,FOR 6'0'BEAM SPACING.PMAX=1000#AT ANY LOCATION(SOLID OR WITH SHORT SLOTS) DESIGN TENSION VALUES. 2• WHEN USED AT SEISMIC VERTICAL AL =1500#IN CENTER±1-0'(SOLID OR WITH SHORT SLOTS) 1. W5 TO BE PLACED ON TOP OF THE TOP FLANGE WITH 3'MINIMUM BEARING ON EACH END, cu SUPPORT LOCATIONS,C-CLAMPS REQUIRE RETAINING STRAPS. CONNECTION NOTES: STRUCTURAL ENGINEER OF RECORO TO VERIFY ADEQUACY OF FLOOWROQF REAMS FOR THE ACTUAL LOAD'N(a CDMBNATiONS. o i STRUT MAY BE PLACED ON THE TOP OF THE BOTTOM FLANGE(AS SHOWN),ON TOP OF THE TOP FLANGE, IM STRUT s vP rAy OR HUNG FROM EITHER THE TOP OR BOTTOM FLANGES. 1Q'ATR Wt 117 NUT EOCSTMJG T B Alit 1 618'X 3114'X 120k DM7MNO H EA14 �T ) 1 SOX 3114'x 12 Si4 y 1 518"X 3 1/4'1 BACK TO BACK STRUT WIDE FLANGED BEAM mPCAL MCGS10&<SSTRUT (Ty. BACK TO BACK STRUT BEAM CLAMP ATTACHMENT TO WIDE FLANGED BEAM (6OUDORSLOTTED SEE LCkr%GNOTES) (SOLD Oil SLOTTED SEE LOADMNOTE$) VERTICAL SUPPORT CONNECTION SUPPLEMENTAL STEEL VERTICAL SUPPORT DETAIL TYPICAL (NOTE: NOT FOR USE AS A SEISMIC BRACE ANCHORAGE) 1 5/8" X 31/4° BACK TO BACK STRUT VERTICAL SUPPORT 1 5/8" X 3 1/4" BACK TO BACK STRUT VERTICAL SUPPORT APPROVED APPROVE D Fixed Equipment Anchorage -! Fixed Equipment Anchorage Office of Statewide Health Planning and Development Office of Statewide Health Planning and Development EE ANS M =H Avw'-N& intemetlonal Seismic Appllcetlon TechnakW .»•.. O^� n 0 A c rt lntemadonal Seismic Application Technology latemadonai Seismic Applfcialon Technology - lntomaltonal Seismic Application Technology tnt6rnatlonal Seismic Appliceti0n Technology CPA-0485-07 14848E Northam Street,La Mirada CA 90638 t..l P!1^V`►8J^177 14848 Northam Street,Le Mirada, CA 91X;38 14848 Northam Street,Lo Mlmda, CA 90638 14848 Nalham Street,La Mirada, CA 90638 14848 Northam Street,Le Mirada, CA W638 Pro-approval Progrwx,Manager PraopDntvai R. i Menogar (T } (tax) G } (fax) (T ) (fax) (r } Anthony R.Puo 877.999.4728(To8 Free} 714-523-M5(fax) Anthonyny R.Pike 877-999-0728 09 Ftp 714-523-0845{eu 877.999-0728 01!Ftee 714523-0845 fax 877-1T99�4728 0!!Free 7145230845 Tax 877.999-4728 dl Free)714.523.0846(tax) (910)440-11470 www.batsb.com (016)440-8470 www.Tsalsb.com wrrw.I6eisb.00m wvnvlsalsb.mm tkvnv.Isaisbcom "� � yi tErtr Rev.O j�� �� Z°rrft?4 Rev.1 Rev.2 Rev.2 Rev.2 til; $Ff 09/07/09 �+{Ctrrt.YtIt 0IWI . , �,r osmlrDs ot3ro1/09 6lZOt13 8t20f13 atone ` J Reviewed By: va.vnve Cale ��1 t� �sl 1'',9118 Reviewed By: vwwnuw Date �� ,{c'1� Page P,9118 Page Page G7.13.1 ??f .f 07.2 G7.1-ORI G7.2-OR G7.2-OR1 ISSUED FOR: Date COMPLETED 6/6/2013 REVISION 711312013 --•-flEAMSPACING i'ATP WJ HEX NUT I x 114'THK X rx 41k' At CA2 91 TYF1CAl'L11MCI�8lQNS 1!1 SIFUT NJT 6 DOC STEEL PLATE PWT E1) BOTH SOES(tYPICAI} t II4, 149 11 x 7� > 1H'TftX?X4IW BEAM_ iiw STEEL PLA E 1,9001 RATING P') P 314,CUP x (Boni$ NUE3BOLT MAXMAX TYi4CALOFEACHisESE r I C1 C2 01 D2 El p PROF BOTH SLOES(TYP)CAt.) - rATRW1HExh1Ur � � 1643x3,14•x12DA. LC•S, LOAor4GNOTFs:. (SOLD OR SLOTTED SEELOADINGNOTES) Area SAM 10 BACK STRUT t�. OFSECTION For Solid) S Y-Y AXIS 1.FOS 9.0BEAM8PAfMNGPMAX-17591 AT AW LWATIDIJM UD OR SHORTSLDT, Steel Height or Moment section Radluso( Moment Section Radiusof `�� 8 7PE RMM2PONT LOAM PER SPANNER-COWERINE3 POW LOAM NOT TO EXCEED PktAX_ Min.ASTM A36 Steel Channel Gage 'H' Section of Inertia Modulus Gyration of tnertia Modulus Gyration High Temperature Building Services Inch 2 + a Inch 4 3 inch txmraECTX1Nr4O1Es Applications Piping Al 12 13/16 0.371 0.030 0.061 0.284 0.115 0.142 0.557 G MW Y RACED (AS%iOWN),ON TOP OF THE TOP RANGE. Rod Maximum Tension Maximum Tension A2 12 1 518 0.742 0.136 0.168 CA28 0.230 0.284 0.557 aRI�FROM R�E TOP On FLANGES, Diameter Design Value Design Value B1 12 1 518 0.555 0.185 0.202 0.577 0.236 0.290 0.651 Inch lbs Lbs 132 2 3 4 0.928 0.914 0,471 0.580 0.651 WA Y H F. 318 61D 790 C1 12 3 114 0.897 1.099 0.628 1.107 0.359 0.422 0.633 11 SPACING 112 1,13D 1,460 C2 12 6112 1.794 5.578 1.718 1.763 0.718 0,884 0.633 EXPIRES; 6/30/14 14'THrt-xrx4114 518 1,810 2,340\ - Dt 12 27116 0.726 0.523 0.391 0.849 0.335 0.412 0.679 srEEtE ATR Ylt Hix NUT 310 2,710 3,500 02 12 4 718 1.453 2.811 1.153 1.391 0.669 0.824 0.679 716 3,770 4,860 1 E1 4.960 6,aflo � The Registered Professional Engineer and signatLre that "- 1.QUALIFIED BRANDS MEETING OR EXCEEDING ABOVE VALUES MAY SE USED SUBJECT TO 1-116 6,230 8,000 (SAT REVIEW AND APPROVAL FROM ENGINEER-OF-RECORD.OL appear on this drawing apply only to approval toO 1-114 8,000 10,300 1.318 12,180 2,BEAM LOAD MAY BE LMITED BY SPOTWELD SHEAR. REFER TO CHANNEL of the LSAT seismic bracing associated with the a 1-1/2 - 14,960 MANUFACTURERS TECHNICAL DATA. utilities Shown on this drawing as delineated `. 1-318 20,180 3.A2,B2,C2 AND D2-FACTORY SPOT WELDED BACK-TO-BACK CHANNEL, SUPPLEMENTAL Within the adjoining Seismic Bracing Legend. a> 2 26.680 SWITCH WELD NOT REQUIRED. p ASME B31.1 ASME 831.9 trz S1IIJTN61T8BOLT CQ Rod Tem ol650 De 4.TABULATED VALUES ARE SOLID STRUT. STRUT WITH HOLES HAVE SECTION PROPERTIES 60TISDES(1YRCAi 16eX3tWX12GA QGSTN3i•9EAM p 9• REDUCED BY 0.90. STRUTWITH SLOTS HAVE SECTION REDUCED 9Y 0.85. BACK TO BACK STRUT lsom OR mm SEE WAaNn IwT, , CHANNEL PROFILE, DESIGNATIONS AND SECTION VALUES, Drawn By ML 0 1 5/8" X 31/4" BACK TO BACK STRUT VERTICAL SUPPORT ALL-THREAD ROD FOR VERTICAL SUPPORTS ASTM A653 GRADE 33 Checked By GW APPROVED APPROVED 1 Project# MCKINSTRY F 0 1 f Fixed Equipment Anchorage F 7 Fixed Equipment Anchorage �` T~ Date 0$/0s/Zt}'I$ Office of Statewide Health Planning and Devofopment _ Office of Siatewide Health Planning and Development at tnwiet(onet souni c Appikation Technology intemallonal Seismic AW(catton Technolaw blrrr�onit6a69ete Aplfeailm Tl M"Jow 'Cale NTS' 14040 Northam Street,La Mirada,CA 90638 CPA-0485-07 14646 Northam Street,La Mirada, CA SM38 w" OPA-0485-07 964 Northam 9111..1.Ls Mira.,cA DOM 60 Prtl•ajrpraVYl PfAaralll Menngar P".4ppfavar Program Manager 877-9994728 (To!Fri)714-523-0845(tax) '• Anthony R.Pike 877.999 4728(Ta:l Fare) 71A-523 9846(fax) 671+7$4 IIIb(fol Erse) 714 523 Oe45(Fax) wwwJsaisbcom ,. 1916)440-&170 wwwJsatsb.com "31 r9FAnl64DBete a G Rev.2 ,=s Rev.0 o ; Bt24t13 's 4 11101106 Ot/0A1i2 Sheet Title I A gf0{m1t {•a' m ts•3?,'' u,:rma -: w.sec l�,9ge Reviewed 8y wYwnwv pate `: s, ... : Page Rayiewadey y...& p•te ,, y VERTICAL SUPPORT G7. -OR2 ��f a.C•l�r�'yI 171 •t' A ' g7f LEGEND AND DETAILS 0 Sheet No. , m I � N 'A Compan„Pr Designed To Streamline Seismic Building Code Compliance" DRAWING INDEX GENERAL STRUCTURAL NOTES STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH FOOTNOTES: SO. 1 SHEET INDEX, LIST OF ABBREVIATIONS, AND MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER PRIOR TO FABRICATION AND CONSTRUCTION OF STRUCTURAL ITEMS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL GENERAL STRUCTURAL NOTES THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE OWNER PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER. CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 2. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS of PR S0.2 GENERAL STRUCTUAL NOTES AND CODE REQUIREMENTS: THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER S�� sj CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2009 INTERNATIONAL REGISTERED IN THE STATE OF OREGON,AND SHALL BE SUBMITTED TO THE OWNER PRIOR TO FABRICATION. wc� ` AND BUILDING CODE (IBC). CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED 10 2 STATEMENT OF SPECIAL INSPECTIONS EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON ---- TEMPORARY CONDITIONS: THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER"DESIGN CRITERIA". OREGON TESTING THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE 3. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING,AND ELECTRICAL .tj GAY 1 '�g1 CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. CONNECTIONS TO STRUCTURE BRADy� SHALL CONFORM TO ASCE 7-05 CHAPTER 13, BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF AN I CAL MEZZANINE!N E AN D CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE OREGON, AND SHALL BE SUBMITTED TO THE OWNER PRIOR TO FABRICATION. EXPIRES 12-31-14 S2. 1 PARTIAL PLANS - M EC H EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 4. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE COOLING TOWER P LAT F 0 R M EXISTING CONDITIONS: STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE OWNER PRIOR TO 17"o NOTIFY THE OWNER OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. CONSTRUCTION. M I N G DETAILS ASSUMED FUTURE CONSTRUCTION: CONCRETE: Consulting EngineersS6. 1 F 1 \n VERTICAL: NONE CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE OSSC. CONCRETE STRENGTHS SHALL BE VERIFIED HORIZONTAL: NONE BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39,AND SHALL BE AS FOLLOWS: 111 SW 5th Avenue Suite 2500 DESIGN CRITERIA: CONCRETE STRENGTHS Portland,Oregon 97204 DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD 503-227-3251 LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED PER OSSC: ABSOLUTE WATER-CEMENT RATIO BY fc (PSI) WEIGHT USE DESIGN CRITERIA I NON AIR-ENTRAINED AIR-ENTRAINED I "==I G RAV ITY SYSTEM CRITERIA 3,Ooo �4 .46 ALL USES, UNLESS NOTED OTHERWISE ROOF LIVE/SNOW LOAD 25 PSF L.L. (ALSO SEE SNOW LOAD CRITERIA BELOW) VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH FLOOR LIVE LOADS: UNIFORM LOAD CONCENTRATED LOAD MOISTURE SENSITIVE FLOOR COVERINGS. MECHANICAL MEZZANINE 40 PSF L.L. 3,000 LBS. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: 1 0 VERTICAL FLOOR DEFLECTION 0.75"OR U360 WHICHEVER IS LESS LONG TERM DEAD LOAD PLUS LIVE LOAD CEMENT CONTENT (CLADDING DESIGN) 0.375"OR U600 WHICHEVER IS LESS AT BRICK VENEER SUPPORTS �4 VERTICAL FLOOR DEFLECTION fc (PSI) MINIMUM CEMENT PER CUBIC YARD (INTERIOR) U360 LIVE LOAD PER OSSC TABLE 1604.3 NOTES: 1. LIVE LOADS REDUCED PER OSSC. 3,000 470 LBS. 2. MEMBER DESIGNED FOR MORE CRITICAL OF UNIFORM OR CONCENTRATED LOAD. FLYASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A)TYPE F OR TYPE C MAY BE USED TO REPLACE UP ��-- TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. SNOW CRITERIA THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS ALONG WITH TEST DATA COMPLIANT WITH OSSC N DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH OSSC SECTION 1905 A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER MAY BE ADDED TO ABBREVIATIOS CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER IN SNOW DRIFT PER OSSC CONJUNCTION WITH THE CONCRETE MIX DESIGN. A.B. ANCHOR BOLT FIN. FINISH PART. PARTITION SNOW EXPOSURE FACTOR Ce= 1.0 ACI AMERICAN CONCRETE FLR. FLOOR P/C PRECAST AWATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT ACCORDANCE WITH THE SNOW LOAD IMPORTANCE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH-RANGE FT. FOOT PCF POUNDS PER CUBIC FOOT INSTITUTE FACTOR I - 1.0 WATER-REDUCING (HRWR)ADMIXTURE CONFORMING TO ASTM C494 TYPE F OR G MAY BE USED IN CONCRETE ADD'L. ADDITIONAL THERMAL FACTOR Ct= 1.0 MIXES PROVIDING THAT THE SLUMP DOES NOT EXCEED 10". AN AIR-ENTRAINING AGENT CONFORMING TO ASTM FTG. FOOTING PL PLATE AESS ARCHITECTURAL EXPOSED � C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. STRUCTURAL STEEL GA. GAUGE P.P. PARTIAL PENETRATION WIND CRITERIA THE AMOUNT OF ENTRAINED AIR SHALL BE 6% t 1%BY VOLUME. AISC AMERICAN INSTITUTE OF GALV. GALVANIZED PSI POUNDS PER SQUARE INCH COMPONENTS AND CLADDINGS 95 MPH BASIC WIND SPEED(3-SECOND GUST) SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS STEEL CONSTRUCTION GL GLUTAM P/T POST-TENSIONED INCORPORATED EXPOSURE CATEGORY C SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE PLACING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND ALT. ALTERNATE HORIZ. HORIZONTAL P.T. PRESSURE TREATED HSS HOLLOW STRUCTURAL PVC POLYVINYL CHLORIDE IMPORTANCE FACTOR 1w= 1.0 SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. ALUM. ALUMINUM SECTION R, RAD. RADIUS GUST/INTERNAL PRESSURE GCpi= +/-0.18 WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL APA AMERICAN PLYWOOD IBC INTERNATIONAL BUILDING BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED ASSOCIATION CODE RCSC RESEARCH COUNCIL ON SEISMIC CRITERIA ARCH. ARCHITECT STRUCTURAL CONNECTIONS CONCRETE EDGES, UNLESS NOTED OTHERWISE. ICBO INTERNATIONAL CONFERENCE II ASCE AMERICAN SOCIETY OF CIVIL OF BUILDING OFFICIALS REF. REFERENCE OCCUPANCY CATEGORY D REINFORCING STEEL: ENGINEERS ICC INTERNATIONAL CODE RET. RETURN SEISMIC DESIGN CATEGORY REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BARS AND ASTM A185 FOR ASTM AMERICAN SOCIETY FOR COUNCIL REINF. REINFORCING SITE CLASS C SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED TESTING AND MATERIALS I.D. INSIDE DIAMETER REQ'D. REQUIRED IMPORTANCE FACTOR I E= 1.0 HA WIRE. FORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED AWS AMERICAN WELDING SOCIETY IN. INCH REQ'MTS. REQUIREMENTS MCE SPECTRAL ACCELERATION Ss=0.944 S�=0.340 BLDG. BUILDING INT. INTERIOR SITE COEFFICIENT Fa = 1.122 FV= 1,721 BARS IN SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS BOT. BOTTOM SCHED. SCHEDULE SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCIING STEEL SHALL BE DETAILED IN K KIPS DESIGN SPECTRAL _ _ ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE BRBF BUCKLING RESTRAINED S.C. SLIP CRITICAL ACCELERATION S -0.706 S 0.390 STRUCTURES, KSF KIPS PER SQUARE FOOT °$ D1 " ACI 315. LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULES, BRACED FRAME SIM. SIMILAR EXCEPT AS NOTED ON DRAWINGS. USE LAP LENGTH FOR SMALLER BAR WHEN SPLICING DIFFERENT BAR SIZES. C.G. CENTER OF GRAVITY KSI KIPS PER SQUARE INCH SLRS SEISMIC LOAD RESISTING MECHANICAL SPLICES NOTED ON THE PLANS SHALL BE DAYTON SUPERIOR BAR-LOCK (ICC ESR-2495) OR C.I.P. CAST IN PLACE LBS. POUND SYSTEM STRUCTURAL OBSERVATIONS TAPERLOCK COUPLERS (ICC ESR-2481)OR APPROVED WITH A CURRENT ICC APPROVAL REPORT. C.J. CONTROL JOINT L.L. LIVE LOAD S.O.G. SLAB ON GRADE C.J.P. COMPLETE JOINT LLH LONG LEG HORIZONTAL SPEC. SPECIFICATION OBSERVED BY (2) TYP. SLAB LAP PENETRATION LLV LONG LEG VERTICAL SQ. SQUARE ITEM AOR SER COMMENTS SPLICE LENGTH SCHEDULE (IN . CL CENTERLINE LOC. LOCATION SS STAINLESS STEEL CLR. CLEAR SSMA STEEL STUD AS REQUIRED TO ADDRESS STRUCTURAL ISSUES X REF. NOTES 1,3,4 LONG. LONGITUDINAL (DOES NOT APPLY TO VERTICAL SHEAR WALL BOUNDARY REINFORCEMENT) ■ '••� CMU CONCRETE MASONRY UNIT LVF LOW VELOCITY FASTENER MANUFACTURERS 4000 PSI 5000 PSI > 6000 PSI ASSOCIATION FOOTNOTES: BAR SIZE COL. COLUMN MAX. MAXIMUM STD. STANDARD CASE 1 _T­CA 2 CASE 1 F CASE 2 CASE 1 CASE 2 CONC. CONCRETE MBMA METAL BUILDING STRUCT. STRUCTURAL 1. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SER IN ADVANCE. CONN. CONNECTION MANUFACTURERS #3 16 16 16 16 16 16 ' A ASSOCIATION SYM. SYMMETRICAL 2. SER-STRUCTURAL ENGINEER OF RECORD. #4 20 18 18 18 18 16 � of CONST. CONSTRUCTION MECH. MECHANICAL THRU THROUGH AOR-ARCHITECT OF RECORD. CONT. CONTINUOUS #5 28 24 26 22 24 22 MFR. MANUFACTURER T&G TONGUE AND GROOVE 3. AFIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT. db BAR DIAMETER MIN. MINIMUM TJ TRUSS JOIST #6 37 28 33 25 33 25 DBA DEFORMED BAR ANCHOR 4. STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWING, SPECIAL NOTES: MISC. MISCELLANEOUS TRANS. TRANSVERSE INSPECTION IS STILL REQUIRED. DET. DETAIL MPH MILES PER HOUR TS LIGHT GAUGE TUBE STEEL 5. AFTER REINFORCING STEEL HAS BEEN INSTALLED. 1. CASE 1 APPLIES TO BAR WITH CLEAR COVER< 1 1/2". DIA., 0 DIAMETER MT MAGNETIC PARTICLE TESTING TYP. TYPICAL - CASE 2 APPLIES TO BAR WITH CLEAR COVER> 1 DIAG. DIAGONAL (N) NEW U.N.O. UNLESS NOTED OTHERWISE SPECIAL INSPECTION AND TESTING: SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS 2. FOR CENTER-TO-CENTER SPACING LESS THAN 4db MULTIPLY LAP LENGTHS ABOVE BY 1.3. D.L. DEAD LOAD N.I.C. NOT IN CONTRACT UT ULTRASONIC TESTING SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET S0.2 CONTRACTOR SHALL DWG. DRAWING NOM. NOMINAL VERT. VERTICAL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. 3. FOR TOP BARS,CAST ABOVE 12"OF CONCRETE, MULTIPLY LAP LENGTHS ABOVE BY 1.3. ELEC. ELECTRICALSUBMITTALS: NO. NUMBER V.I.F. VERIFY IN FIELD EL. ELEVATION SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF ALL REINFORCING STEEL CONCRETE COVER N.T.S. NOT TO SCALE w/ WITH STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: EQ. EQUAL WF WIDE FLANGE USE COVER EXIST., EXISTING O.C. ON CENTER SUBMITTALS (E) O.D. OUTSIDE DIAMETER w/o WITHOUT r- EXP. EXPANSION OPP. OPPOSITE W.P. WORK POINT SUBMITTAL DEFERRED MARK DATE DESCRIPTION SLAB BARS 1" OWJ OPEN WEB JOIST WPS WELDING PROCEDURE ITEM (1SUBMITTAL COMMENTS CONCRETE ACCESSORIES: REVISIONS EXT. EXTERIOR SPECIFICATION '4) (2,4) HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS (ICC ESR-2856) OR FDN. FOUNDATION PAF POWDER ACTUATED FASTENER WWF WELDED WIRE FABRIC APPROVED. DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON, TYPE D2L (ICC ESR-2907), OR APPROVED. ISSUE PERMIT S ET CONCRETE MIX DESIGNS X STUDS AND D.B.A. SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER'S STANDARD CONCRETE REINFORCEMENT X EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. Date 5- 16-2013 CONCRETE ANCHORAGES X APPROVED POST INSTALLED ANCHORS Drawn BDF EMBEDDED STEEL ITEMS X ANCHORS TYPE _T ALTERNATE Checked Jm STRUCTURAL STEEL X EXPANSION HILTI KWIK BOLT TZ(ICC ESR-1917) SIMPSON STRONG-BOLT 2(ICC ESR-3037) Project No. 212528 STEEL WELDING PROCEDURES X X STEEL FASTENERS X CONCRETE SCREW HILTI KWIK HUS-EZ(ICC ESR-3027) SIMPSON TITEN HD (ICC ESR-2713) EPDXY ADHESIVE HILTI HIT-RE 50OSD(ICC ESR-2322) SIMPSON SET-XP(ICC ESR-2508) Drawing: MEP EQUIPMENT ANCHORAGE AND BRACING X X REF. NOTES SHEET INDEX, LIST OF ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. ABBREVIATIONS,IATIONS AND DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP GALVANIZING OR USE OF STAINLESS GENERAL STRUCTURAL STEEL. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED GALVANIZED AFTER NOTES FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES Scale: AS SHOWN OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING. Sheet No. of somi GENERAL STRUCTURAL NOTES CANT. SPECIAL INSPECTIONS AND TESTING PROGRAM STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE: STRUCTURAL STEEL TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS STATEMENT OF SPECIAL INSPECTION NOTES: 1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1704 OF THE 2010 OSSC. INSPECTION REFER TO TABLES 1 THROUGH 5 FOR SPECIAL INSPECTION AND TABLES 6 AND 7 ASTM A992,GRADE 50 WIDE FLANGE SHAPES FOR TESTING REQUIREMENTS. PROFFc ASTM A572,GRADE 50 PLATES WHERE NOTED `ss' SYSTEM OR MATERIAL IBC CODE CODE OR FREQUENCY (NOTE 5) REMARKS 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN ���� G` 16 ASTM A36 CHANNELS, PLATES AND ANGLES, EXCEPT AS NOTED REFERENCE STANDARD APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS kr ,542 r ASTM A500, GRADE B(FY=46KSi) HOLLOW STRUCTURAL SECTIONS(TUBES) CONTINUOUS PERIODIC REFERENCE OF ASTM E329 (MATERIALS), ASTM D3740 (SOILS), ASTM C1077 (CONCRETE), ASTM A880(STEEL),AND ASTM E543(NON-DESTRUCTIVE). THE INSPECTION AND ASTM A53, GRADE B (FY=35 KSI) PIPES TESTING AGENCY SHALL FURNISH TO THE [STRUCTURAL] [ENGINEER] OREGO FABRICATORS [ARCHITECT] A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL �G�Y 13 1 t� DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE WHERE FABRICATION OF STRUCTURAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING By DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"WITH"COMMENTARY"AND THE LOAD-BEARING MEMBERS AND ASSEMBLIES IS INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. "CODE OF STANDARD PRACTICE", WITH EXCEPTIONS NOTED IN SPECIFICATIONS. BEING PERFORMED ON THE PREMISES OFA i�;,REs 12-31-14 FABRICATOR'S SHOP,SPECIAL INSPECTION OF 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR A490 HIGH FABRICATORS 1704.2 X THE FABRICATED ITEMS SHALL BE REQUIRED COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL STRENGTH BOLTS. BOLTS SHALL BE SNUG-TIGHT UNLESS NOTED OTHERWISE. BY TABLE 2 AND AS REQUIRED ELSEWHERE IN DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR THE SPECIAL INSPECTION PROGRAM. FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. . WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING 1N BUILDING CONSTRUCTION. REFERENCE SECTION 1704.2.2 FOR APPROVED WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION (WPS) AS FABRICATOR EXCEPTION. 4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL ENGINEER. THE WPS VARIABLES SHALL BE WITHIN CONCRETE INSPECTION TO THE BUILDING OFFICIAL, [STRUCTURAL] [ENGINEER], Consulting Engineers THE PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER. [ARCHITECT], CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY 1704.4 ACI 3181.3.2.0 TOLERANCE AND REINFORCING PLACEMENT SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL 111 SW 5th Avenue FOR COMPLETE JOINT PENETRATION WELDS ASSOCIATED WITH MEMBER SPLICES AND CONNECTIONS NOT PART REINFORCING STEEL 1907.5 ACI 318 3.5 X INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED Suite 2500 OF THE SLRS, WELDS SHALL BE MADE WITH FILLER METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS 1913.4 ACI 318 7.1 TO 7.7 PER ACI 7.5 CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE Portland,Oregon 97204 AT 40 DEGREES F. INSPECTION REPORTS HAVE BEEN CORRECTED. 503-227-3251 WELDING REINFORCING STEEL 1704.3.1 ACI 318 3.5.2 REFER TO STEEL FOR WELDING WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, UNLESS OTHERWISE NOTED. 1903.1 AWS D1.4,SECTION 7 REQUIREMENTS 5. CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION OF WORK REQUIRING WELDING SHALL BE BY AWS CERTIFIED WELDERS. VERIFICATION OF WELDABILITY OF REINFORCING AWS TABLE 1704.4 D1.4 ACI 318: SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT PROVIDE WEEP HOLES AT EXTERIOR CLOSED SECTIONS WHERE MOISTURE MAY ACCUMULATE. STEEL OTHER THAN ASTM A 706 SECTION 3.5.2 X IN THE AREA WHERE THE WORK IS BEING PERFORMED. 1704.4 ACI 318 1.3.2.0 PLACEMENT OF CAST-IN-PLACE ANCHOR BOLTS 1911.1 ACI 318 21.1.8 X ALL BOLTS VISUALLY INSPECTED 1912.1 1704.4 PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION OF 1904 ACI 318 1.3.2.A WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR VERIFYING USE OF REQUIRED MIX DESIGN(S) 1905.2-4 ACI 318, CHAPTER 4 X WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING 1913.2 ACI 318 5.2-5.4 PERFORMED AND AT THE COMPLETION OF THE WORK. 1913.3 1704.4 ACI 3181.3.2.13 6. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH AN CONCRETE PLACEMENT 1905.9-10 ACI 318 5.9-5.10 X EXPANSION ANCHOR'S ICC EVALUATION REPORT, INSPECTIONS SHALL BE AS ICC EVALUATION FOLLOWS: n , REINFORCING STEEL MECHANICAL COUPLERS, X REPORTS FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE, ANCHOR W STEEL DIMENSIONS,ANCHOR SPACING AND EDGE DISTANCES. FABRICATION OF STRUCTURAL ELEMENTS 1704.2 X REFER TO INSPECTION OF FABRICATOR . FOR EACH ANCHOR TYPE AND SIZE, INSPECTOR SHALL BE ONSITE TO REQUIREMENTS CONTINUOUSLY INSPECT A MINIMUM OF THE FIRST 10 ANCHORS MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, INSTALLED BY EACH INSTALLER FOR CONFORMANCE WITH ICC ��VV NUTS,AND WASHERS 1704.3.3 AISC 360 A3.3 X MANUFACTURER's CERTIFIED TEST REPORTS EVALUATION REPORT. PROVIDED ALL ANCHORS ARE INSTALLED MATERIAL VERIFICATION OF ANCHOR BOLTS AND CORRECTLY PER MANUFACTURER'S INSTRUCTIONS, PROVIDE PERIODIC THREADED RODS 1704.3 AISC 360 A3.4 X MANUFACTURER'S CERTIFIED TEST REPORTS INSPECTION ON A MINIMUM OF 10% OF THE NEXT 1000 ANCHORS BY EACH INSTALLED AND A MINIMUM OF 5% OF THE REMAINING ANCHORS BY EACH MATERIAL VERIFICATION OF WELD FILLER METALS 1704.3.1 AISC 360 A3.5 X MANUFACTURER'S CERTIFIED TEST REPORTS INSTALLER. INSPECTIONS SHALL OCCUR A MINIMUM OF ONCE PER WEEK COPY OF WELDING PROCEDURE AT A RANDOM TIME WHILE ANCHOR INSTALLATION IS ONGOING. ANY VERIFYING USE OF PROPER WPS'S X SPECIFICATIONS NON-COMPLIANCE ISSUES SHALL RESET THE INSPECTION REQUIREMENTS TO TEN (10) CONTINUOUS INSPECTIONS. NON-COMPLIANT ANCHORS VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD COMPLETE AND PARTIAL JOINT PENETRATION FOR REVIEW AND SHALL BE BROUGHT INTO COMPLIANCE BY EITHER GROOVE WELDS X TESTING OR RE-INSTALLATION. F MULTIPASS FILLET WELDS X . INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. SINGLE PASS FILLET WELDS GREATER THAN 5/16" 1704.3.1 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS L 1704.4 SECTION 6 D1.1 6.9 . SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF 0 PLUG AND SLOT WELDS X ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF SINGLE PASS FILLET WELDS LESS THAN OR EQUAL X ANCHORS WERE INSPECTED. TO 5/16" SNUG-TIGHT HIGH STRENGTH BOLT INSTALLATION X ALL CONNECTIONS VISUALLY INSPECTED PRETENSIONED HIGH STRENGTH BOLT INSTALLATION RCSC SPECIFICATION ALL CONNECTIONS VISUALLY INSPECTED. USING TURN-OF-THE-NUT METHOD WITH MATCH 1704.3 FOR STRUCTURAL CONNECTIONS USING DIRECT TENSION s\ MARKING, DIRECT TENSION INDICATOR METHOD, AFTER SNUGGING AND AFTER OR JOINTS USING ASTM X INDICATORS, ALL BOLTS SHALL BE INSPECTED TWIST-OFF TYPE TENSION CONTROL BOLT METHOD A325 OR A490 BOLTS PRETENSIONING ■ SECTION 9 AISC 360 Qsa) PRETENSIONED HIGH STRENGTH BOLT INSTALLATION M2.5 USING TURN-OF-THE-NUT METHOD WITHOUT MATCH 1704.3 X ALL CONNECTIONS VISUALLY INSPECTED MARKING OR CALIBRATED WRENCH METHOD VERIFICATION OF FRAME JOINT DETAILS INCLUDING MEMBER AND COMPONENT LOCATIONS, BRACING, 1704.3.2 X AND STIFFENERS POST INSTALLED CONCRETE ANCHORS EXPANSION ANCHORS INSTALLATION IN HARDENED INSPECTION REQUIREMENTS PER ICC CONCRETE AND COMPLETED MASONRY 1703.4.2 ICC EVALUATION X X (NOTE 6) EVALUATION REPORT 1704.15 REPORT EPDXY ANCHORS INSTALLATION IN HARDENED 1912.1 ACI 318: 3.8.6. 21.1.8 INSPECTION REQUIREMENTS PER ICG CONCRETE AND COMPLETED MASONRY X EVALUATION REPORT TESTING_ TABLE 6 - REQUIRED TESTING FOR SPECIAL INSPECTIONS TESTING CCS � SYSTEM OR MATERIAL IBC CODE CODE OR FREQUENCY REMARKS REFERENCE STANDARD REFERENCE CONTINUOUS I PERIODIC CONCRETE CONCRETE STRENGTH ASTM C39 1903 EACH 150 CY NOR LESS 1704.4 THAN EACH 5000 SF OF FABRICATE SPECIMENS AT TIME FRESH CONCRETE SLUMP 1905.6 ASTM C143 SLAB OR WALL PLACED CONCRETE IS PLACED CONCRETE AIR CONTENT ASTM C231 EACH DAY CONCRETE TEMPERATURE ASTM C1064 MARK DATE DESCRIPTION STEEL MAGNETIC PARTICLE (MT)AND ULTRASONIC(UT) MT-AWS D1.1 6.14.4 REVISIONS TESTING OF WELDS UT-AWS D1.1 6.13& PER DRAWINGS ALL C.J.P. WELDS REQUIRE UT TESTING 6.14.3 IsmPERMIT SET PRE-CONSTRUCTION TESTING OF WELDING STUDS 1704.3.1 AWS D1.1 7.7.1 EACH SIZE AND TYPE OF STUD EACH SHIFT Date 5- 16-2013 PRE-INSTALLATION TESTING OF WELDING STUDS EACH STUD SIZE AND WELDED THROUGH DECKING 1704.3.1 AWS D1.1 7.6 DECK GAUGE Drawn BDF COMBINATION RCSC SPECIFICATION EACH COMBINATION OF Checked FOR STRUCTURAL JM PRE-INSTALLATION VERIFICATION OF PRETENSIONED 1704.3 DIAMETER, LENGTH, HIGH STRENGTH BOLTS 1704.3.3 JOINTS USING ASTM GRADE,AND LOT TO BE Project No. 212528 A325 OR A490 BOLTS USED IN THE WORK SECTION 7 Drawing: GENERAL STRUCTURAL NOTES AND STATEMENT OF SPECIAL INSPECTIONS AND TESTING Scale: AS SHOWN Sheet No. of S002 CC BB AA Z 20'-0" 20'-0" 20'-0" NOTES: (E) DECK EDGE+'��� ��� 1. (E} INDICATES EXISTING. .�-�1+ .� ,Z, ,Z• ��5 2. INDICATES EXISTING STRUCTURE. 2L E W10x19 2L 2L E W10x19 2L 3L (E) W16x31 3L �1 3. CONTRACTOR TO VERIFY ALL EXISTING ----- — — 35 CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION AND ERECTION. NOTIFY OWNER J J J OF ANY SIGNIFICANT DISCREPANCIES FROM THATPROF^ C° C° ' SHOWN ON THE DRAWINGS. ts�fjO NZF 2L I 2L 2L x 9 2L 3L 2L 4. INDICATES (E) DOUBLE ANGLE CONNECTION (E) W10x19 (E) W14 1 XL5. CONTRACTOR TO SHORE ALL EXISTING FRAMING " (E) W16x31 AS REQUIRED FOR DEMOLITION AND RE-FRAMING GREG N 3 11'-43/,s° 1'-69/e WORK,AND MECHANICAL UNIT INSTALLATION. 'OR ADLY S6.1 SIM. 6. REFERENCE MECHANICAL DRAWINGS FOR I L 2L HHS6x6x3/8 ADDITIONAL INFORMATION PERTAINING TO THE Exalws 12-31-14 2L (E)W1Ox19 BELOW ZL (E) W14x22 BELOW 2L (E) VV14x22 1 i ! I I NEW MECHANICAL EQUIPMENT. HSS10X8XY2 I 1 HSS10X8XY2 I i ; �2L7 XXX LBS WEIGHT OF MECHANICAL MQ PIME OPERATIONAL S6.1 I I I m 11 mI I mM mop I �'1 TYP. I I I o I 1 a I 1 0 � 8' (E)WF BM INDICATES EXISTING BEAM REQUIRING Consulting Engineers I I I I ! 1 in I I u, REINFORCEMENT PER DETAIL 11S6.1 g g _ I et I 1 ef" I I et 3L 1 3L 2L I 2L 2l_ E W14x22 I I I I I 2L _ 9. ALL EXISTING HOUSEKEEPING PADS ARE TO BE (E) W 16x31 I (E) W 14x22 I { ) I 1 ! I I b 111 SW 5th Avenue REMOVED. Suite 2500 oHHS6x6x3/8 M! Portland,Oregon 97204 a 10. INDICATES BEAM-TO-BEAM OR BEAM-TO-POST 503-227-3251 a I o ! I o � s �Z ` v xX - MOMENT CONNECTION. REF. 5/S6.1. cv 33,600 LBS c.� o 33,600 LBS i I I 33,600 LBS x x 9 1 t I w ( N 11. Z INDICATES ATTACHMENT POINT OF COOLING ! (E) W1 601 I (E) W14x22 I 2L (E)W1 4x22 = = 2Lw TOWER UNITS. COORDINATE LOCATIONS PRIOR TO STEEL FABRICATION rmm � g 7CXX S I i 2L 10 t ! I I 1 12 H BELOW. REF.)4/SST SPLICED TO(E)COLUMN r� S6.1 1 1 I i I ct I I I 13. INDICATES TOP OF STEEL ELEVATION. 1 1 1 TMP. � 1 I COm I 1 � ! EL.XXX'-XX' i I I o I I o I 1 0 1 1 ?�' 3L ! 3L 2L i E W14x22 BELOW ! 2L 2L (E)W14x22 ^ 1 1 1 1 ti I 2L 56.1 5 14. ALL EXPOSED SEEL TO BE HOT-DIP GALVANIZED. I (E) W16x31 BELOW I ( ) ! { ) HSS10X8XY HSS10X8Xy LOCATIONS 2 9 � (8) G' LOCATIONS. v 1� � CD �� HHS6x6x3/8 2L 4x2L 2L 2L F' 2L 2L N 14 (E)W122 (E) W14x22 (E) W14x22 t t iv I tis s C� N MECHANICAL MEZZANINE ;� 0 0 bttob, d'% BB AA Z r"+ • 20'-0" 20'-0" V i I I 14co \O 5 5 h GPS 56.1 S6.1 SIM. �SyQ W 12x40 W1 2x4O LJ LJ 35 IF CD m 00 uJ r - - - - - - - - - - - - - - - - ir - - - - - - - - - - - - - - - - it - - - - - - - - - - - - - - - II II II II I I II II I I II II 1 � W21x62 I ► I I W21x62 I I II II I 5 I f l 6 I I I EL. 134'-1" SIM. S6.1 I I I TMP S6.1 1 1 7 I TOP OF STEEL I I I I S6.1 I I I I TYP. I II II i 00 I II II I I 11 II f 1 II II i (00 a; i II II I x o Lit) Q: N I 1 1 N I I I N o I tl II I I 29,950 LB5 t I 29,950 LBS t l 29,950 LBS I I 11 II I 1 II II I I II II I I II II I I II II I I W21x62 II I I W21x62 I TYP. AT EACH MARK DATE DESCRIPTION END OF ALL I I I I I I SKEWED BEAMS 8 I I I I I I REVISIONS 56.1 – - - - - - - - - - - - – J � – ��+_ _ _ _ _ _ – – – – – – – � � _ _ _ _ _ _ _ _ _ _ _ +�- ISSUE PERMIT SET OUTLINE OF ASSUMED M M � Date 5- 16-2013 LOCATION OF(N) MECHANICAL UNITS 00 A Drawn $DF — — Checked JM W 12x40 W 12x40 — — 34 5 I 4 Project No. 212528 S6.1 TYP. S6'1 BELOW TYP. (6) LOCATIONS Drawing: PARTIAL PLANS MECHANICAL MEZZANINE AND COOLING TOWER PLATFORM Scale: AS SHOWN COOLING TOWER PLATFORM N Sheet No. of S2ml CAP NOT AT SIM. 4n0 +`�CL OF(E)BEAM AND >— PL W x 5/1 CAP PL TO (N)HEADED SHEAR HEADED STUD NP HSS6x66 12 WF BEAM STUD WELDED TO REF. PLAN `N 5/16 12 TYP. (E)BEAM REF. S0.1 (E)METAL DECK w/ 6Y2" CONCRETE TOPPING. 1Y2" NOMINAL " CAP PL METAL ORIENTATION NON-SHRINK TYP' TO HSS f NON-SHRINK VARIES GROUT ! E METAL DECK W/ POST 5/16 GROUT (5,000 PSI) ( ) CONCRETE TOPPING x x x ics W12 BEAM CENTER ANCHORS REF. PLAN i t ON 5"PLATE PL Yax4xO'-9"w/ ' ' i PL Yyc13xl'-6" {E)WF BEAM (3)Y" 0 A325N ! SLOTTED THRU POST —�+REF. PLAN t i wl(6)T/"0 A325N. 1 t ! Q PRO,ce BOTH W24 BEAM S DES 1/4 ! ► i REF. PLAN BOTTOM PL - - Y2x9xl'-2" ' " OREG E WF BEAM BOTTOM ! ! y" BOTTOM PL Ger (E) PLY2x5xl'-0"w/{2) 5/"0 A36 PL TO HSS 1 TYP. Wx10xV-2" THREADED RODS EPDXIED POST TYP. ( 42 )f 7 , , (E) WF BEAM SIZE AND QUANTITY OF HEADED SHEAR STUDS INTO (E)SLAB. ANCHORS f ! PER PLAN EVENLY DISTRIBUTED ALONG BEAM LENGTH EXPIRES 12-31-14 SHALL BE LOCATED WITHIN + ! 5j 16 12 BOTTOM 8"OF THE CENTERLINE OF PL TO WF REF. PLAN THE (E)W14 BEAM BELOW HSS 8x8 POST 5/16 12 BEAM TYP. W14x22 (9)3/"0 x 4Y" W21 x62 (18)%"0 x 4Y" Consulting Engineers 111 SW 5th Avenue Suite 2500 SLEEPER BEAM BEARING CONN . COOLING TOWER MOMENT CONN . E WF BEAM REINFORCEMENT P�503_22-325197204 5 gill 1 -011 101=1 Ott n 2 CAP PL 5116 �''� �• HSS6x6 REF. PLAN TYP. W24 BEAM - - WF REF. PLAN CL(E) yen GIRDERR BELOW Yn HSS10x8 ! ! f W21 BEAM REF. PLAN AND 3/S6.1 !tff! ! - - - - - - - - REF. PLAN (E) HOUSEKEEPING i (ONE. SIDE AT SIM.) PAD WHERE - - - 1j4 OCCURS 14- PALM VIEW, END CONNECTION f � '' N ._ L4x4x%6x0'-6" EACH SIDE ! R l"0 A307N THROUGH BOLT ANCHOR BOLT BEYOND z HSS6x6 J �� \.L REF. PLAN J., (E)METAL DECK W1 CONCRETE TOPPING PL Y;x8xl'-4"w/(2) Y"O - - - - - - - - - - b -t w PL%x 2 x A36 THREADED RODS _ @ f FULL DEPTH, TYP. V-1"o.c. EPDXIED INTO !� _ _ _ _ - _ _ _ _ _ / (E) SLAB (STAGGERED) (3) 1/4 EACH SIDE (E)WF GIRDER SIDES TYP. 144 I 6 %" 0 A325N BOLTS, TYP. 1/4 --�TYP. HSS FRAME CONNECTION COOLING TOWER PLATFORM CONN. SLEEPER BEAM BEARING CONN . 4-) 6 111=1 1-011 2 1"-1'-0" -CL (E)WF GIRDER BELOW Ft TYP.}- Y2 HSS10x8 (REF. PLAN)w/ MAX. CAP PL Y4 EACH END TYP. V1 4 (E)METAL DECK Wt _ (2)J"0 A325N - - _ - - - - CONCRETE TOPPING f W219 REF. PLAN W8 N U REF. PLAN ! ! ih 1Y2'NOMINAL ' CL NON-SHRINK GROUT PL Y4x9x1'-4"wl(2) Y4"0 A36 THREADED RODS @ V-1" o.c_ EPDXIED INTO bf -tW (E)SLAB PL Y x 2 x FULL DEPTH (E)WF GIRDERI Ulm) w ` NOTE: AT GRIDS CC AND AA, EXTEND HSS10x8 3" PAST CL OF (E)WF GIRDER. COOLING TOWER PLATFORM CONN . SLEEPER BEAM BEARING CONN . 1"=1 -0" 1/4 �! 3 t i /8 WF BEAM REF. PLAN �! FULL DEPTH STIFFENER CONNECTION PLATE FOR MARK DATE DESCRIPTION �- INTERSECTING BEAM HSS8x8 POST REVISIONS - - - ® REF. 6/S6.1 AND 7/S6.1 i ! REF. PLAN ISSUE PERMIT SET ! i A A RE BEAM Date 5- 16 -2013 i! REF. PLAN PL 3/ SKEWED �! i 3 PL Yax10x0'-10" it E TOP OF STEELDrawn BDF �! DETVARIES. FIELD -I PL Y844'4' TYP. VERIFY PRIOR TO I Checked PL%x6"w/(2) I�"0 A325N i 4 JM AILING ` t 1 5 Project No. 212528 � TYP. � 54 ! f , 16 T ) � 6 TYP. i 16 i 5/16 Drawing: 7x7 COLUUMNN FRAMING DETAILS COLUMN W8 SKEWED REF. PLAN WF BEAM REF. PLAN REF. PLAN NOTE: 144N SHEAR PL 1 TO BEAM 1. SIDE PLATES CAN BE LOCATED ON EITHER NORTH-SOUTH OR EAST-WEST FACES 44 FLANGE OF COLUMN TO AVOID CONFLICTS w/(E)FRAMING. FILED VERIFY. Scale: AS SHOWN SECTION A-A 2, PROVIDE Y2"0 WEEP HOLES IN ALL EXPOSED TUBE STEEL FRAMING. Sheet No. Of COOLING TOWER COOLING TOWER PLATFORM PLATFORM CONNECTION POST TO (E) COLUMN S681 8 1"=1'-D" 111=11-011