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<br /> STRUCTURAL GENERAL N4TES
<br /> GENERAL CAST-IN-PLACE CONCRETE - C�NTINUED STRUCTURAL TESTS�, INSPECTIONS, AND flBSERVATIONS � .
<br /> 1. 7NESE GENERAL NQTES SUPPLE�IENT THE REQUiREMENTS OF' THE PRQJ�CT SPEC#�IGATIONS. 1N CASE OF CONFIICT 5. CONCRETE IYPES: 1. AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS WILL BE RETAINED BY THE OWNER TO PER�OR�A THE
<br /> BETWEEN THE PIANS AND SPECIFlCATIONS, CONTACT BOEING ENGINEERING. 28 DAY F'c FOLLOWING TESTS AND iNSPECTIQN. PRQVIDE ACCESS AND FURNISH SAMPt,ES TO THE AGENCY AS REQUlRED BY TNE
<br /> CtASS �P�� � TYPE LOCATION CONTRACT DOCUMENTS.
<br /> 2. REFERENCE TO CODES, RULES, R�GUTATlONS, STANDARDS, MANUFACTURER'S INSTRUCTIONS OR REQUIREMENTS QF
<br /> REGULATORY AGENCIES 1S TO THE LATEST PRINTED EDITION OF EACH 1N EFFECT AT THE pATE OF SUBMISSiON OF gID FOUNDATIONS, MISC. 2. IF INITIAL TESTS OR INSPECTIONS MADE 8Y THE OWNER'S TESTING AGENCY REVEAL THAT ANY PORTION OF THE WORK
<br /> UNLESS THE DOCUMENT DATE IS SHOWN. A 4Q0� N�RMAL WEIGHT CURBS, PN3S, ETC. DOES NOT COMPLY WITH THE CONTRAC7 DOCUMENTS, ADDITIONAL TESTS, fNSPECTIONS, AND NECESSARY REPAIRS WILL
<br /> BE MADE AT THE CONTRAGTOR'S EXPENSE.
<br /> 3. DRAWINGS iNDICATE GENERAL AND T(PICAL DE�fAILS QF CONSTRUCTION. WHERE CONDITIONS ARE N�T SPECi�fCALLY B 4000 NORMAL WEfGHT SlABS ON GRADE
<br /> INDICATED BUT ARE OF 51MIlAR CHARACTER TO DETAlI.S SHOWN, USE SIMILAR DETAILS OF CflNSTRUCTION, SUBJECT 3. THE FOLLOWIhfG ITEMS REQUIRE TESTS AND INSPECTIONS IN ACCORDANCE WITH THf REQUIREMENTS OF THE CHAPTER �
<br /> 70 REUIEW BY BOEING ENGINEERING. '°STRUCTURAL TESTS AND INSPECTIONS" OF THE CODE OF THE GOVERNING JURiSDlCTION AS NOTED IN THE �
<br /> GENERAL SECTION OF THESE GENERAL NOTES.
<br /> 4. QETAILS ON SHEETS TlTLED "TYPICAL DETAILS" APPLY T4 SiTUAT10NS OCCURRING ON THE PROJECT TI�iAT ARE TI-1E 6. NON-SNRINK GROUT: ASTM C1107, WITH MINIMUM CQMPRESSIVE STRENGTH OF 7,000 PSi. A. STRUCTl1RAL STEEL
<br /> � SAME QR SIMILAR T(} Ti-IOSE SPECIFICALLY REFERENCED. SUCH DETAILS ARE I�OT NOTED AT EACH LOCATION THAT B. WEIDING '
<br /> i THEY QCCUR. TU � C. REINFORCING STEEL
<br /> STRUC I\AL TEEL D. P05T-INSTALLED ANCHORS
<br /> 5. THE CQNTRACTOR IS RESPONSIBLE FOR C�ORDINA7ING THE WORK OF AL� TRAdES AND FOR CNECiCING DIMEN5IQNS. E. NIGH STRENGTH BOLTING
<br /> NOTI(-Y BQEING �MGINEERING QF ANY DISCREPANCIES AND RESOLVE BEFORE PROCEEDING WiTH THE W4RK.
<br /> 1. STRUCTURAL STEEL TQ CONFORM 1'0 THE FOLL04VING UNLESS �THERWlSE NOTED:
<br /> S. RO NaT SCALE THE DRAWlI�GS.
<br /> NEW STEEL MEMBER MATERiAL• S P EC IAL I N S P ECTI U N
<br /> 7. PROVIDE MEASURES NECESSl�RY Ta PROTECT' THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT HSS ASTM A500 GR. B, Fy = 46 KSL
<br /> �4AY NOl' BE LIMITED T0, BRACING AND SHORING FOR LQADS DURING CONSTRUCTION. RETAIN A REGISTERED PLATES ASTM A572 GR, 50, Fy = 50 KSI. :
<br /> STRUCTURAI ENGINEER WHOM fS PROPERLY QUALIFIED TO QESIGN BRACING, SHORlNG, ETC. Vl51TS TO THE SiTE BY W SECTIONS AST�! A572 GR. 50, Fy = 50 KSI OR THE FOLLOWING ITEMS REQUIRE SPECiAL INSPECTION AND TESTING PER IBC SECTION 1704. THIS WORK SHALI. BE PERFORMED
<br /> THE OWNER'S REPRESENTATIVE WILL NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS. ASTM A992. 8Y A SPECIAL INSPECTOR CERTIFIED BY THE C(TY OF EVERETf TQ PERFORM THE 1YPE5 OF INSPECTIONS AND TESTS SPECIFIED. >
<br /> ANGLES ASTM A36, Fy = 36 KSI. THE FREQUENCY OF INSPECTIONS AND TESTING SHALL BE AS OUTLINED IN THE IBC TABLE ITEMS LISTED SELOW. DEFiCIENCIES
<br /> CHANNELS ASTM A36, Fy = 3fi KSL SHALL BE REPORTED DAIL.Y TO THE CONTRACTOR. SUMMAftY REPORTS SHALL 8E DISTRIBUTED WEEKLY TO TME OWNER,
<br /> 8. CONTRACTOR TQ PROVID£ DEfAILED RE�fOVAI.., BRACING, ArID SHORING PIANS TO THE PROJECT ENGINEER OF RECQRD M SECTIONS ASTM A36, Fy = 36 K5L CONTRACTOR, BUILDING O�FICfAL, AND STRUCTURAL ENGINEER. •
<br /> PRIQR 70 PftOCEEDWG WfTN SUCH WORK. p�pE ASTM A53 GR. B, Fy - 35 KSl.
<br /> 9. INFORMAl10N SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIO�fS REPRESENTS THE PRE5ENT KNOWLEDGE, CAST-IN---PLACE CONCRETE
<br /> BUT WITH4UT GUARANTEE 0� ACCtJRACY. REPORT CQNDITIdN5 T11AT CONFIJCT WItH THE CONTRACT DOCUMEN3S TO PER IBC TABLE 1705.3
<br /> 80EING ENGINEERfNG. DO NOT DE111ATE FROM THE CDNTRACT DOCUMENTS WITtiOUT WRITfEN DIRECTION FROM BOEING 2• ARC-WELDlNG ELECTRODES/FILLER METALS TO BE LOW HYDROGEN TYPES E7XTX, E7XTXX OR E70XXX MINIMUM AS
<br /> ENGINEERING. Af'PLICABLE. ELECTRODES WITH CHARPY V-NOTCH (CVN) TESTS VALUES OF A MINlMUM 20 FOOT-POUNDS A7 0 lTEM AGENCY # SCOPE FREQUENCY
<br /> DEGREES FAHRENHEIT AND A MINiMUM OF 4p F�aT�POU�tD5 AT 70 DEGREES fAHRENHEIT ARE TO BE USED AT THE {QUALIF)
<br /> 10. REFER TO ARCH. DRAWINGS F'OR SIZE AND LOCATiON OF FLOOR, ROOF AND WALL OPENINGS NOT SHOWN ON THE FOLLOWING LOCATIONS:
<br /> STRUCIURAL DRAWINGS. COORDiNATE THE SIZE AIVD LOCATION 0� OPENINGS AS50CIATED WITN, BUT NOT LIMITEO T0, 1. MIX DESIGN ACI-CCI REVIEW CONCRETE BATCH TICKETS AND VERIFY COMPLIANCE WiTH PERIODIC
<br /> ELECTRICAL, MECHANICAi.. AND PLUMBING TRADES. SUBMIT FINAL SIZING AND LOCATION REQUIREMENTS OF OPENINGS - COMPLETE JOINT PENEiRATION WELDS - ICC-RCSI APPROVED MIX D�SIGN. VERIFY THAT WATER ADDED AT THE SITE .
<br /> TO THE OWNER'S REPRESENTATIVE FOR REVIEW. - BEAM TO COLUMN MOMENT CONNECTIONS -- INGLUDING FLANGE, WEB, AND CONTlNUIIY PLATE FILIET AND DOES NOT EXCEED THAT ALLOWED BY THE MIX OESIGN. ,
<br /> PARTIAL JOINT PENETRATION WELnS
<br /> 11. REFERENCE DA7UM FOR THE EI.EVATI4NS lS FlNISH FIRST FLOOR, ELEVATIQN=100'-0°. - BRACE CONNECTIONS - INCLUDING BRACE, GUSSET, QASE PLATE5, BEAM STIFFENER PLATES, AND CONTINUITY
<br /> i'LAT� FILLET AND PARTIAL JQINT PEtJEfRATION WELDS 2. REINFORCEMENT ACI-CCi INSPECT SIZE, SPACING, COVER, POSITIONING AND GRADE OF PERIQDIC �
<br /> - OTHER DEMAND-CRiTICAL WELDS NOTED "DCW" ON THE DRAWINGS INSTALLATION ICC-RCSI REfNFORCING STEEL. VERIFY THAT REINFORCING BARS ARE FREE
<br /> OF FORM OIL OR OTHER DELEfERIOUS MATERIALS. INSPECT BAR
<br /> 3. ALL WELDING SHALL BE PERFORMED BY CERTIFIE€� WABO WELDERS ACC4RDA�lCE WITH AWS D 1.1 USING E70XX VaPS AND MECHANICAl. SPIJCES. VERIFY THAT BARS ARE
<br /> ELECTRODES. ADEQUATELY TIED IWD SUPPORTED ON CHAIRS OR BO�STERS
<br /> R EI N FO RC l N G STE E L 4. WHERE FiELD WELDING IS NOT�D, 1'HE DESIGNATION )S GIVEN AS A SUGGESTED CONSTRUCTlON PROCEDURE ONIY.
<br /> 3_ INSPECTION OF ANCHORS !CC-RCSI INSPECT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. TEST
<br /> 1. REINFORCING TO CONFORM TQ THE FOLLOWiNG, UNLESS OTHERWISE NOTED: INSTALLED IN NARDENED PER GENERAL STRUCTURAL. NOTES.
<br /> CONCRETE.
<br /> LOCATIONS TYPE HORIZONTALLY OR UPWARDLY INCLIN�D ADHESIVE ANCHORS WITH
<br /> SUSTAINED TENSION LOADS:
<br /> REINFORCING STEEL #7 AND S�IALLER ASTM A615, 6a KS! ADHESIVE ANCHORS AND D�WELS �oNT�Nuo�s
<br /> QTHER: ,
<br /> i t. ANCHORS AND DOWELS IN5TALLED INTO C4NCRETE SIiALL BE HILTI "H!T-RE 50fl--SD" ADHESNE ANCHORAGE 3/4�� PERIODIC
<br /> ' REiNFORCING STEEL �8 AND LARGER AND ASTM A706, fi0 KSf Wf 4" MiN. EMBEDMENT FOR ANCHORAGE TO EXIS1"ING CONCRETE SLAB, UNLESS NOTED OTHERWISE.
<br /> REINFORCING STEEL TO BE WELDED 5. CONCRETE PLACEMENT ACI-CCI
<br /> INSPECT PLACEMENT OF CONCRETE. VERIFI( THAT CONCRETE CONTINUOUS
<br /> 2. ANCHORS AND DOWELS INSTALLED INTO GROUT FILLED MASONRY UNITS SHALL BE HILTI NIT HY-150 MAX OR SI�IPSON (CC-RCSI CONVEYANCE AND DEPOSITING AVOIDS SEGREGATIflN OR
<br /> STRONG-TiE SET. INSTALL ANCMORS 1N ACCORDANCE WITH MANUfiACTURER INSTRUCTION. CONTAMINATION. VERIFY THAT CONCREfE !S PROPERLY
<br /> CONSOLIDATED.
<br /> 2. ACCURATELY POSIFION, 5UPPORT, AND SECURE REINFORCEMENT FROM DISPLAGING DUE Tq FORMWORK, CONSTRUCTION, 3. ANCHORS AND DOWELS INSTAIlED INTO HOLLOW MASONRY UNITS SHALL 8E SIMPSON STRONG-TIE SET (ICC-ES
<br /> f OR CONCRETE PLACEMENT OPERATIONS. LOCATE AND SUPPORT REINFQRCING SY METAL CHAIRS, RUNNERS, BOLSTER5, ESR-1772). USE SCREENS AS SPECIFIED BY THE ADHESIVE MANUFACTURER.
<br /> � SPACERS, AND HANGERS AT A MAXIMUM 3-FOOT SPACING. 6. SAMPLING AND TESTING OF AC{-CFTT TEST C�NCREfE COMPRESSNE SZRENGTH (ASTM G31 & C39), CON7INUOUS �
<br /> 4. ANCHORS: ASTM A36 THREADED RODS WiTH ASTM A 563 GRADE A NllTS AND ANSI B18.22.1 IYPE A WASHERS, UNLESS CONCREfE ACl-S1T SI.UMP (ASTM C143), AIR-CONTENT (ASTM C231 OR C173) AND
<br /> � 3. MECHANICAL COUPLERS: LENTON THREADED OR 1NTERLOCK COUPLERS BY ERICO, ICC ER-3967, OR XTENDER BY OTHERWISE NOTED. ANCHORS DESIGNATED AS ASTM A193 GRADE B7 THREADED RODS TO USE ASTM A 563 GftADE DH TEMPERATURE (ASTM C1064).
<br /> HEADED REINFORCEMENT CORPORATIQN, ICC ER-5309. COUPLERS FOR BEAM AND SL.AB BARS AT FOR�IED HEAVY HEX NUTS AND ASTM F 43fi WASNERS.
<br /> CQNSTRUCTIOId JOINTS MAY BE LENTON FORM SAVERS BY ERICO, ICC ER-3967, OR EQUNALENT. '
<br /> ' S. DOWELS: ASTM A615 GRADE 60 REINFORCiNG STEEI..
<br /> 7. CURING AND PROTECTION ACf-CCI INSPECT CURING, COLt) WEATHER PROTECTION AND HOT WEATNER PERiODIC
<br /> i 4. WELD REINFORCING STEEL IN ACCORDANCE WITH RWS D1.4 USING QUALIFIEO WELDERS. ICC-RCSI PROTECTIaN PROCEDURES.
<br /> NOTIFY ENGiNEER IF WELDING WILI. BE PERFORMED. 6. REMOVE GREASE, OIL, RUST, AND OTHER LAITANCE FROM RODS AND DOWELS PRIOR TO INSTALLATION.
<br /> � 5. TERMINATE REINFORCiNG STEEL IN STANDARD HOQKS, UNLESS OTHERWlSE SHOWN. 7. ThtE QiAMETER OF THE HOLES IS PER THE MANUFACTURER'S IhIS1RUCTIONS. DRILI. HOL�S FOR ANCHORS AND DOWELS
<br /> IN UN-REINFORCED BRICK MASONRY WITH A NON-IMPACT ROTARY DRILL. PRiOR TO (NSTALLING ANCHORS OR DOWELS,
<br /> � 6. PROVIDE REINF. SHOWN OR NOTED CONT. IN LENGTNS AS LONG AS PRACTICABLE. WiRE BRUSH HOLES TO REMQVE RESIDUE, BLOW OUT WITH OIL-FREE COMPRESSED AIR, AND ALLOW HOLE TO DRY. STRUCTURAL STEEL
<br /> � 8. PLACE ADHESNE W1TH THE MANUFACTURER'S RECOMMENDED APPLICATION TOOL TO A DEPTH AS SPECI�"IED BY TH� PER AISC 360 CHAPTER N. TASKS TCf BE PERFQRMEQ ON A "PERFORM" OR "OBSERVE" BASiS A5 DEFINED IN AISC 360 CHAPTER N. :
<br /> C�S I -`I N-P LAC E CO N C R ETE MANUFACTURER AND TO hAINIMIZE THE AMOUNT OF ADHESIVE THAT WILL OVERFLOW OUT OF THE HOLE WHEN THE BAR ITEM AGENCY # SCOPE '
<br /> IS INSERTEQ. REMOVE EXCESS ADNESIVE ON THE ADJACENT SURFACES.
<br /> {QUALIF)
<br /> 3. CONCRETE IS REINFORCED AtdD CAST-IN-PLACE UNLESS OTHERWISE NOTED. WHERE REINFORCING IS NOT g. WEDGE BARS TIGHT AND CENTERED IN THE HOLE WITH W04pEN WEDGES (GOLF TEES) TO HOLD IT IN PLACE UNTIL THE
<br /> SPECIFICALLY SHOWN OR WHERE DETAlLS ARE NQT GNEN, PROVIDf REINFORCING SIMILAR TO THAT SHOWN FOR 1. FABRICATOR CERTIFICATION/ AWS/AISC--SSt REVIEW SNOP FABRICATION AlVd QUALITY CONTR�L PROCEDURES. '
<br /> SIMIIAR CQNDITiQNS, SUBJECT TO REVIEW BY BOEING ENGINEERiNG. SUBSTITUT�aN OF SHOTCRETE FOR ADNESNE SEfS.
<br /> QUAI..ITY CONTROL ICC-SWSI
<br /> CAST-IN-PLACE CONCREfE i5 NOT ACCEPTABLE 10. IF REINFORCEMENT IS ENCOUNTERED DUR(NG DRILI.ING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOIQ THE PRDCEDURES
<br /> Z ROUGNEN CONCREfE 5URFACES OF CONSTRUCTION JOINTS TO � INCH AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN REINFQRCEM�tdT. PROVIDE A M1NIMl7M OF 2 ANCHOR DIAMETERS OR 1 WCH, WHICHEVER IS LARGER, QF 50UND
<br /> MATTER, ANO LOOSE PARTfCLES. LOCATE CONSTRllCTION JOINTS AS SNOWN ON TNE DRAWINGS. SUBMff ALTERNATE GONCRETE BETWEEN THE DOWEL AND TH� ABANDONED HOLE. FILL TME ABANDONED HOLE WITH NON-SHRINK GROUT. 2. MATERIAL CERTIFICATION AWS/AISC-SSI REVIEW CERTIFIE� MILL TEST REPORTS AND IDENTIFICATION MARKINGS ON WIDE-FLANG
<br /> JOINT LOCATIONS QR JOINTS NOT SHOWN TO BOEING ENGINEERING �OR REVIEW AND AFPROVAL PRIOR TO IF THE ANCHOR OR DflWEL MAY N4T BE SHIF7ED AS NOTED AB�VE, TNE �NGINEER WILL DETERMINE A NEW LOCATION. fCC-SWSI SHAPES, HIGH-STRENGTH BOLTS, NUTS AND WELQING ELECTRQDES
<br /> PROCEEDING WITN THE WORK. 11. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCAT{ONS PRIOR TO FA�RICATING PLATES, MEMBERS, OR OTHER
<br /> STEEL ASSEMBLIES Ai7ACHED WITH ADHESNE ANCHORS. 3. BOLTING AWS AISC-SSI PER A{SC 360 N5.6, INCLUDING:
<br /> 3. REFER TO ARCNITECTURAL AND MECHANICAL QRAWINGS FOR LOCATIONS OF ADDITIONAL CONCREfE CURBS AND � �
<br /> HOUSEKEEPING PADS NOT SHOWN. 12. CONCRETE SHALL CURE FOR 28 DAYS PRIOR TO INSTALLA71(3N OF ANGHORS iCC-SWSI INSPECT INSTALLATlON AND TIGHTENING OF HIGH-SIRENG�H BO�TS. VERIFY THAT
<br /> SPLINES HAVE SEPARATED FROM TENSION CONTROL 80LTS. VER[FY PROPER TIGNTENIN
<br /> 4. CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS, U.O.N.: SEQUENCE.
<br /> LOCAI'IONS CLEAR COVER (fNCHE5) 4. WELDING AWS-�WI PER AISC 360 N5.5, INCLUDING:
<br /> CaNCRETE PLACED AGAlNST EARTH 3 INCHES D ES I G N �R ITER�A AS� PR PARATION PBETWE N PAS ES I V REFY SiZE A DT�LEt�TH OF�FlLLET WELDS.E
<br /> FORMED SURFACES EXPOSED TO
<br /> WEATHER OR IN CONTACT WITH EARTH: 1. APPL.ICABLE CODE: 2415 INTERNATIONAL BUILDING CODE WITti WASHWGTQN STATE AMENDMENTS ULTRASONIC TESTING OF ALL COMPLEfE JOINT-PENETRATION WELDS IN
<br /> #5 BARS AND SMALLER 1 1/2 INCHES
<br /> �6 BARS AND LARGER 2 INCHES 2. GRAVI1Y LOADS: MATERIAL 5/16" THICK OR GREATER.
<br /> SLABS �N GRADE (TOP CLEARANCE) 1 1/2 INCHES DF�iD LOADS - VARY BASEQ ON ACTUAL BUILDING AND EQUIPMENT OPERATING WEfGHTS LIVE LOADS.
<br /> 5. STRUCTURAL DEfAILS PE/SE INSPECT STEEt FRAME F`4R COMPIJANCE WITN STRUCTURAL DRAWINGS, iNCLUDING
<br /> BEAMS, GIRDERS AND COLUMNS NOT 3. SEISMIC DESIGN: BRAClNG, MEMBER CONFIGURA710N AND CONNECTION DETAIL5.
<br /> EXPOSED TO WEATHER OR FJaRTH 1 1/2 1NCHES pRDINARY MOMENT FRAME OF STEEL:
<br /> WALL OR SLAB SURFACES NOT IXPOSED TO
<br /> WEATNER OR EARTH: ASCE 7-10 EARTHQUAKE QESIGN DA3A fi. OTHER: ,
<br /> EQUNALENT LATERAL FpRCE PROCEDURE
<br /> #5 & SMALLER 3/4 INCH Ss = i.448g
<br /> 6 & �7 1 INCH
<br /> #8, �9, #1Q, �11 1 1/2 iNCHES Sds -�0.965g
<br /> #14 & #18 2 1/2 INCHES Shc = 0.56g
<br /> R = 2.5
<br /> Cs - D.386 ._
<br /> �,,,� ��`�lt����� j' i��' �=�1
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<br /> SYM RE4'lSIOtJ BY APPROVED DATE SYM REVISION BY APPRQVED DATE DRAWN DATE 5UBTITLE CURRENT REVISION SYM80L DATE c�
<br /> PING ACC�PTABILITY J. PEARSON `.
<br /> �,��oF ��� STRUCTURAL GENERAL NOTES 22334128 A 1�,o�.�8 �,
<br /> - NEW DRAWING 22334128 JMP 07.13.18 ,��, _ a� THIS DESIGN ANO/OR H��K o
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<br /> ������ TITLE 40-23 COMPRESSOR ROOM �
<br /> A REVISED ESIGN CRITERIA 22334128 JMP TC/BAO 10.08.18 APPR�VEp BY �E�r. RATE T. CNEN �� -,
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<br /> � �.�� B Po�coNNOR o�.2�.�s STRUCTURAL MASTER COL EVERETT, WA 40-023-S2
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