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STRUCTURA� � E�IERA� �1QTES �
<br /> L
<br /> GENERAL:
<br /> CONGRETE REINFQRCING STFEL
<br /> 1. T�-iE STRUCTURAI p�ANJiNlGS REPRESENT THE COMP�ETED ST�UCTURE AND ARE NOT LIGHT GAGE METAL SFCTION PROP�RTIES �
<br /> INTF_NDED TO INDICAT� 7HE i�EANS AND METHOD OF CONSTRUCTION. THE 1, �FSIGN, MATERIA� AND WORKMANSHIP SNALL BE IN ACCORDAi�C� WITH THE FOLLUWING 1. REINFORCWG BARS SNALL CONFORM TO ASTM A615 GRADE 60. BARS TO BE
<br /> CONTRACTOR SNAI I PROVIDE AND BE RESPONSIBLE FOR ALL SHQRING, BRACING, STANUARDS UNLESS OTNERWISE MODIFIED OiV THE DRAWINGS. WELDED SHALL BE ASTM A706. �FFECTIVE STUD AND JOIST SECTION PROPERTIES
<br /> SCAFFOLDING, FORM WORK, GUYS, RIGGING AND OTNFR TEMPQRARY SUPPQRTS AS - IBC 2009 2. WELDEQ �NIRE FABRIC SHAI L CONFORM TO ASTM A-185.
<br /> NF_�DED TO SAF�LY RESIST ALL LOADING IMPOSED UPON TN� STRUCTURE BOTH - ACI 318-08 BUILDING CODE REQUIREMENTS FOR REI�IFORCEQ CONCRETE 3. DETAIL, F��RICATE, LABFL, SUPPORT AND SPACE ALI CONCRFT� REINFORC�MENT W
<br /> DURING THF_ REMOVAL OF ANY EXISTING STRUCTURF AND DUr�iNG ERECTI(�N AND - ACI SP-6o DETAILING MANUAL ACCORDANCE WITH ACI 315, ACI 318 AND THE INTERNATIONAL BUILDi(�G CODE. MEMBER FLANGE
<br /> CONSTRUCTION. - ACI 301-08 S�ECIFICATIQNS FOR STRUCTURAL CONCRETE 4. Al_L REINFORCING BRR BENQS SHALI- BE MADE COLD. S.S.M.A. PRODUCT
<br /> LOCATION IDENTIFICATION QEPTH, d WIDTH, b GA. A (in2) I (ina) S (in3�
<br /> 2. ?,S A MINIMU�, �R�CTION AND CONSTRUCTION PROCEDURES SHALL CONFORM TO TNE - ACI 350-1, 350 R-08 CODE REQUIREMENTS F02 ENVIRONMENTAL ENGINEEftING 5. ftEINFORCWG SPLICES SHALL BF AS SHOWN ON THE DRAWINGS OR PER ACI (in) (in)
<br /> RFQUIRcMcNTS OF APPI ICA�I E ORDINANCES, REGULATIONS AND THE PROVISION QF CONCRETE STRUCTURES REC�UIREMENTS. �=
<br /> COD�S CITED BELOW. - CRSI RECOMMENDED PRACTIGE FOR PL4CING REINFORCING BARS 6. FOR WELDING OF REINFORCING, SEE Sr�cCIFICATIONS.
<br /> 3. AI L CONSTRUCTION SHALL BE COORDINATED WITH AND SHALL BE SUBJrCT TO THE 2. PRIOR TO SHIPPING OF REIiVFORCING STEEL TO THE FIEL�, SHOP DRAWINGS SHALL 7. WELDING OF A706 BARS SHALL 8� MADE WITH �80XX �LcCTROdES BY QUALIFIED 600S162-43 6 1 5/8 18 0.447 2.316 0.767 ��f�,
<br /> INSPcCTION REQUIR�M�NTS CITED BELOW. BE S�PPLIED TO TH� ENGINFER FOR REVIFW AND APPROVAL WELDERS. \
<br /> 4. Ti-iF CONTr�ACTOR SHALI COORDINATE ALI DIMENSIONS AND QETAII;S INCLUDING WALL, 3. ALL CONCRETE S'riAL� CONTAIN A WATER-REDUCING ADMIXTURE ANQ/OR A EXTERIOR AND � 600S162-54 6 1 5/8 16 0.556 2.860 0.927 \
<br /> F�OOR, AND ROOF OPFNlNGS BET4VEEN TH� $TRUCTURAL DRAWINGS AND THAT QF HIGH-RANGE WATER-R�DUCING ADMIXTURE, REDUCING THE WATER �Y AT LEAST 1t) COI D FORMED STEEL FRAMING ..
<br /> OTH�R TRAD�S PRIOR TO COMMENCING WORK. SHOULQ THERE BE ANY CONFLICTS, PERCENT FROM THE SAME MIX WITHOUT THE ADMIXTURE. INTERIOR 600S162-65 6 1 5/8 14 0.643 3.525 1.164 \
<br /> NOTIFY THE ENGIN��R FOR CIARIFICATION. 4. NO WATER FROM THE TRUCK SYSTEM OR ELSFWNERE SNAL� BE F�DDFD A�ER ThiE 1. AI�I� STRUGTURAI_ MEMBERS SHAL�_ 3� pESIGNFD IN ACCORI�ANCE WITH A.I.S.I. ST2UCTURAL
<br /> 5. F_QUIPMENT OR MAT�RIAI BEWG TRANSPORTFD TO LOCATION OR TFMPORRRILY INITIAL INTRODUCTION OF MiXING WATER FOR THE BATCh. "SPECIFICATION FOR THE DESIGN OF C0�D-FORMED ST�EL STRUCTURAL MEMBERS" WALLS/CEILINGS AS g00S162-43 8 1 5/8 18 0.537 4.63 1.158
<br /> STORED SHAII NOT EXCEED THE DESIGN IIVE LOAD FOR THE INTENDED STRUGTURE. 5. NOMINAL MAXIMUP� SIZE OF AGGREGATE SHALL BE 3f4 INCFI. NOMINAL MAXIMUM 2. AL� PRODUCTS SHALL BE MANUFACTURED BY CURR�NT MEMBERS �� THE STE�L STUD SHOWN�WGSSTRUCT.
<br /> 6. ANY CONFLICTS B�TWF_FN THESE NOTES AND THE DRAWINGS AN� THE COH SIZE OF AGGr�EGATE IN CJNCRETE ON STEcL DECK SNAL� BE 3/8 INCH. MAXIMUM MANUFACTURERS ASSOCIATION (S.S.M.A.) PER ICBO �R-4443P EXCEPT SLOTTED TRAC� 800S162-54 8 1 5/8 16 0.670 . 6 .347
<br /> REQUIRFMENTS SHAi L Bc BROUGHT TO THE ATT�NTION OF THE ENGINEFR FOR SIZE AGGRFGATE IN SPRFAD FOOTWG SHALL BE 1 INCN. AGGREG�TE SHALL SHALL BE MANUFACTURED BY "SL(PTRACK SYSTEMS, INC." PER ICBO ER 5344. 800S162-65 8 1 5/8 14 .83 7.089 1. 7
<br /> CI�,RfFICATION. CONFORM TO ASTM C33, I�,TEST EDITION. 3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT I_IMITED T0, TRACKS, CHIPS, WE3
<br /> r 6. PROVIDE A MINIMUM COVER AS SPECIFIED IN ACI 31&, QUT NOT LESS THAN THE STIFFENERS�, ANCHORS, �ASTENING DEVICES, RESII_IENT CLIPS, ANQ OTHER EFF�CTIVE TRACK SECTION PROPERTIES
<br /> COI��S: FOLLONJING: ACCESSORI�S REQUIRED FOR A COMPLETE AND PROPER INSTALLATIOU, AND AS -
<br /> � - CONCRETE PLACED DIRECTLY AGAINST GROUND - 3" RECOMMENDED BY THE MANUFACTURER FOR TNE STEEL MEMBERS USED. 600T125-33 6 1/4 20 0.244 297 0. 5 ¢
<br /> 1. INTERNATIONAI BUILDING COD� (IBC) 2009. - CONCRETE FX�OSED TO NJEATNEF� (�6 OR tARGER) - 2'; (�5 OR SMALLER) - 1 4. ALL STEEL MEMBERS AND COMPONFNTS SNALi� BE GALVANIZED. �
<br /> 2. ASCE 7-05 �'NINIMUM DES�GN LOADS FOR BUILDINGS AND OTHFR STRUCTURES. 1/2" 5. Fl1_L STEE� MEMBERS 18 GA. OR LIGHTER SNALL BE �1ANUFACTURED P�R ASTM A633 600S 125-43 1 1/4 0.385 0 0.51
<br /> 3. AMERICAN CONCRFTc INSTITUTE (ACI) 318-�5, 350-04. - CONCRETE NQT EXPOSED TO WEATHER, OR GROUND SLABS, WALLS AND JOIST� 55, GRADE 33, AND 16 GA. OR HEAVIER PER ASTM A653 55, GRADE 30, CLASS 1.
<br /> 4. AMERICAN WSTITUT� OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR STRUCTU�AL (#11 OR SMALLER) - 3/4"; B�AMS AND COI�UMNS - 1 1/2" 6. THE MINIMUM UNCOATED STEEL TNICKNESS AS DELIVERED TO THE JOBSITE SHAI L gE, "
<br /> rr r r „ „ , „ 600S 125-54 6 1 16 Q.480 1 0.655
<br /> ST�cI 8U11 DINGS ALLOWABLE STRESS DcSIGN, 9TH cDITION 1989. 7. FOR CONCRETE MIX INFORMATI0P1, SEF ACI. 25 GA. = 0,018 � 20 GA. = Q.033 , 18 GA. = 0.043', 16 GA. = 0.054 AND 14 MATCH TRACK DEPTH
<br /> 5. AM�RICAN WEI DING SOCIETY (AWS) D1.1, STRUCTURAL WE�DING CODE STEcL. 8. REINFORCcMENT INCLUDING WEI_DED `NIRE FABRIC SHALL BE POSITIVELY SUPPORTED IN GA. = 0.068". AND GA W(TN 600S' 5- 1 1 14 . 2.430 0.874
<br /> THE POSITION AS SHOWN ON THE DRAWINGS AND SHAI L BE MAINTAIN�D 1N THIS 7. AL� STEEL MEMBERS SHA�L GAVE THE MINIMUM �FFECTIV� ST�UGTURAI S�CTION STUD/JOIST
<br /> D�SIGN LIVE IOADS: POSITION DURING THE PLACING OF CONCRETE. PROPERTIFS AS GIVEN I�J TABLES BFIOW. Q 125-43 8 I 1 1 18 0.473 3.60 739
<br /> STAIRS AND LANDINGS - 10Q PSF 9. ALI �XPOSED EDGES OF CONCRETE SHALL NAVE A 3/4 INCH 45 DEGREE GHAMFER. 8. ALL STUDS/JOISTS SHALI GAVF WEB PUNCH-OUTS AT 2�" O.C. AT MID-DEPTH, f
<br /> CHEMICAI STORAG� - 25Q PS� 10. REFER TO M�CHANICAL, PIPING AND ELECTRICAL DRAWINGS F�R EMBFDDED ITEMS. PUNCH-OUTS SHALL NOT EXCEcD HALF THE MEMBER DEPTN (d12� OR 2 1l2" IN 80 S121-54 8 1/4 16 0.544 4.548 0.961
<br /> MAINTENANC� ARFA - 250 PSF 1l. FLOOR FINISHES SNALL BF AS SHOWN ON THE DRAWINGS. WIQTH WHICHEVER IS LESS, AND 4 1/2" IN LENGTH.
<br /> - 5,000 LB CONCENTRATED LOAD 12. ALL WELDED WIRE FABRIC SHAI i BE LAPPED AT LEAST 12 INCHES. ALL 9. TRACK SHAI L MATCH STUD/JOIST DFPT�i AND GAUGE, AND F�NGE WIDTH SHAI I BE 1 80 125-68 8 1 1/4 1� 0.748 5 925 1.355
<br /> - 10,000 LB FORKLIFT REINFOr�CEM�NT BAR LAPS SHALL CONFORM TO IBC CLASS "�" LAP REQUIREMENTS. 1/4", TYP. U.O.N. ALL TRACKS TO Bc UNPUNCHED WITH S01ID W�BS.
<br /> M�Z7aNIN� - 100 PSF STAGGER SPLICES WHEREVER POSSIBLE. 10. FASTFNING OF FRAMING COMPONENTS SHAI L BE WITH SEI_F-D�ILLWG SELF-TAPPING EFFE TIVF SLOTTED TOP TRACK SEC ION PROP S
<br /> S�RVICE CATWALKS - 60 PSF 13. UJFLDING OF REINFORCING STc�L IS PROHIBITED. SCREWS OR WELDING. WHERE DETAILS CALL FOR SCREWS, THE MINIMUM SIZ�S SNAL�
<br /> ft00F SNOW LOAD - 25 PSF 14. ALI REINFORCING BAR BFNDS SHALI. BE MADE COLD BEND. RADII TO aF PER ACi. SE AS FOLLOWS: �6 FOR 25 GA. MATE�IA�, �8 FOR 20 GA. MATE�IAL, #10 FOR 18 SLI ftACK .00020 6 1/2 20 0.381 1.466 0.614 �
<br /> SNOW DRIFT P�R ASC� 7-05 15. NO ALUMINUM CONDUITS OR PIPES SHALL BE EMBEDDED IN CONCRETc. TNE USE OF AND 16 GA. MATERIAL, AND #12 FOR 14 GA. OR HEAVIER MATERIAL, TYP. U.O.N. ,.
<br /> TRUCK DUMP - AASHTQ H20 ALUMINUM �IPES OR CHUTES TO TRANSPORT CONCRETE SNALI NOT BE PERMIT�ED. SCREW SIZE IS DETERMINED BY TNF_ GA. OF THE THICKEST PRRT BEING J01 SLIPTRA 6.000 6 2 1/2 18 0.496 2.011 0.818
<br /> 16. EPDXY BONDING AG�NT: FPDXY-BASED BONDING AGENT, CONFORMING TO ASTi� INSTA�� SCREWS WITH THE HEAD W CONTACT WITN TNE THINNEST PART �I ' JOINED �1ATCH TRACK DEPTH
<br /> WIND DESIGN DATa: C-881, TYPE 2, GRADE 2. "�POBOND" BY L&M CONSTRUCTION CHEMICALS, INC., OR U.O.N. AS AN ALTERNATE STEEL MEMBERS 18 GA. OR HFAVI�R MAY LDF_D WITN AND GA WITN SLIPTRACK 6.00 6 2 1/2 16 0.623 2.529 1.026
<br /> BASIC WIND SPEED - 85 MPH, EXPdSURE C ENGINEER APPROV�D EQUAL, APPLIED IN ACCORDANCE WITN MANU�ACTUREt�'� PRINTED A 1/2" �ONG WELD (FILI ET OR FLARF GROOVE) IN LIEU OF ri SC FW, TYP. STUD/JOIST
<br /> INSTRUCTIONS. �,�:�1. SLIPTRACK 8.00018 8 2 1/2 18 0.566 4.110 1.206
<br /> S�ISMIC D�SIGN DATA: 17. CONSTRUCTION JOINTS BELOW GRADE SHALL BE CONSTRUCTED WITH KE`( AND 11. SCRFW SPACiNG AND EQGE DISTANCE SHAI L NOT BE L� S THAN x D. D =
<br /> MAPPED SP�CTRAI RF_SPONSF - Ss = 127 ANd S1 = 45 WATERSTOP PER TYPICAL DETAII . NOM(NAL SCREW DIAMETER). PENETRATION OR SCRc N OUGH JO�ED M TERIA�S SI IPTRACK 8.00016 8 2 1/2 16 0.736 5.168 1.514
<br /> S�ISMIC IMPORTANCE FACTOR - le = 1.25 TA�LE 1604.5 WATER TREATMENT AND 18. TIE ALL EMBEDDED aNCHOR BpLTS IN PIACE PRIOR TO C�NCRETE PUUR. SHQUI D pNT BE LESS THAN 3 EXPOSED T D 1_-� SC W H�AD SHAL �
<br /> WASTF WATER �ACILITIES LQW-PROFILE TYPE. `�
<br /> SEISiNIC IMPORTANCE FACTaR - le = 1.25 TABEE 1604.5 PRIMARY WATER SUPPLY STRUCTURAL STEEL: 12. ALI_ SCREWS SNALL CONFORM WITH A M 954 FOR #8 AND RGER 0 AST ��
<br /> 5011 SIT� C�SS - SITE CL,4SS C C1002 FOR �6 AND HAVE A COftRO 0 �-R�SISTANT COATING. �
<br /> SPFCTRAL R�SPONS� COEFFICIENTS - SDS = 0.175, SD1 = 0.101 1. DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL SH�LL BF W 13. RLL WELDING SHALL CONFORM WiTN AW D1.3. ALL WFLDING TO STRUCTUR STE�
<br /> SEISMIG DESIGN CATEGORY - D ACCORDANCE WITH TNF "MANUaL OF STEFL CONSTRUCTIQN" OF AMERICAN INSTITUTF SHALL ALSQ CONFOR H AWS 1.1. TNF EI ECTRODES USED FOR WEI DIN SNALL �
<br /> ftEMAINING S�ISi�iIC V,�LUcS AND RESPONSE FACTOR - STr�UGTURE SPECIFIC OF STEEL CONSTRUCTION, 13TN EQITION, UNL�SS OTH�RWISE MODIFIED ON THE HA`JE A MiNI�UM LD STRF�IGTH OF 8 KSI. ALL WELDS OF GA�VANIZED ST� L "
<br /> DRAWINGS OR IN THE SPECIFICATIONS. SHAI_L BE COA _D H ZINC-R CH P INT.
<br /> AI I OWABI E D�SIGN STR�SSFS: 2. TNF STRUCTURAL STEEI DRA�JINGS AND DETAII S R€PRESENT THE COMPLETED 14. FASTENING OF SHEATHI G SHALL WIT SELF-DRILLING SELF-TAPPIN SCRENIS. #6
<br /> CONCRETF - STRENGTH PER S�ECS ST�UCTU�E. THE CONTRACTOR SHAL� BE RESPONSIBLE FOR C40RQINATING SHOP MIN. FOR GYPSUM BOAR D �8 IN. F R STRUCTURAL PANELS. AI-i SCREW ' S
<br /> OR FlEI D WELDING AND SHOP OR FIELD B01 TING OF TNE ITE��iS SPEC(FIED IN THE HA� i_L BE FLAT-PROFILE Y .
<br /> REINFORCEMFNT: GONTRACT DOCUM�NTS. ��
<br /> W�I D�D RFBAR (aSTM A706) - FY = 00,000 PSI 3. SHOP CONNECTIONS SNALL B� WELDED OR MADF WITH HIGH STRENGTH BOLTS �S UIPMENT SLA .
<br /> R�INFORCEM�NT BARS (ASTM A615) - FY = 60,OQ0 PSI DETERMIN�D BY THE FABRICATOR UNLESS SNOWN OTH�RWISE ON THc DRA'�IIiVGS.
<br /> WF"i DFD WIRc FABRIC (ASTM A185) - FY = 65,000 PSI 4. ALL FIELD CO�VNECTIONS SHALI BE MADE �VITH HIGH STRENGTH BOLTS. HIGN 1. ATIONS SHALL Q IDED FOR ' R ENT NOT CONNECTED
<br /> STr�FNGTH BOLTS SHA(_� BE B�ARING TYPE WITH THREADS INCLUDED IN THE SHEAR T THER �T RES (cG., EMER NCY G�NERATORS, DIESEL STORAG� TANKS, y
<br /> STRUCTURaL STE�L: P(ANE, MINIMUM (2) 3/4" DIAMETER ASTM A325N PER CONNECTlON, UNLESS NOT UTI I TRANSFORMER , D BANKS, TC.}. {
<br /> ST�EI W-S�iAPES AND CHANNEI S (ASTM A992) - FY = 50,000 PSI OTHERWISE. / 2. SLA NALL BF_ 12" TNICK, 6" POSED ABOVE GRADE. x
<br /> STRUCTURAL STEcL (ASTM A36) - FY = 36,000 PSI 5. A�L BRACING SHALL HAVE A (2) 3/4" DIAMETER B01_T i�INIMUM CONNEC . ALL 3. SL/�BS S LL BE REWFORCED TOP A� OTTOM WITH #5 @ 12" SPACING EACH WAY .
<br /> HSS TUBING (ASTM A500, GRApE B� - FY = 46,000 PSI "X" BRACING SHALL BE BOLTED AT INTFRSECTION WITH ONE BOLT P�IINIMUh�1. WITH 1 1 " CLEAR FOR TOP I�YER AND 3" CI EAn FOR BOTTOM LAYE�. „
<br /> STEEI PIPE (ASTM A53, TYPE E OR S) - FY = 35,000 PSI 6. STFE!_ ENGASFD IN CONCRETE SHALL NOT BE PAINTED. 4. SLABS � � L� EXTEND A MINIMUM OF 6" BEYOND THE cQUIPMENT FOOTPRINT IN ALL
<br /> STcEI D�CK (ASTM a4 46, GRADE C OR ASTM A611, GRADE D) - FY = 40,000 PSI 7. STAIRS ANQ PI�,TFORMS SHALL BE SHUP ASSEMBLED WHE tf�W G AND DIRECTION , A� D THE AREA Q� TN� SIAB (SQUARF FEET) SHAL� BE GREATER THAN
<br /> W�LDING �L�CTRODE (E-70} - FY - 70,000 PSI ERFCTION WILL PERMIT. STAIRS AND P�ATFORM NOT P ASSEMBLE MUST BE OR UAI E TAL EQUIPMENT WEIGHT (POUNDS) DIVIDED BY THE SOIL
<br /> APPROVED BY THc ENGINEER PRIOR TO FABRICATI BEAR G CAP CIT F 1500 POUNDS PER SQUARE FOOT.
<br /> �OUNDATIONS: 8. SHOP DRAWIfVGS SHALL �F SUBMITI�ED TO T NG EER FOR AP ROVAL 3�FORE 5. EQUI ENT � NORAGE TO THE SLAB SHALL BE AS RECO�IMENDED BY TH�
<br /> STARTWG F�BRICATION. E IPM NT MANUFACTURER.
<br /> 1. SUBGRAD� PRE�ARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION AND FILIING 9. WELDER CERTIFICATION PRQCEDURE HALL BE S F01 OWS: ALL ELDF S SHALL BE
<br /> REQUIREM�NTS, SNAI I CONFORM STRICTI Y WITH RECOMMENQATIONS GIVEN IN THE CI.�RRENTI-Y QUA�IFIED AND R� ERE BY AUTH ITY VING Jl1 DI ION AND/OR _ DECK:
<br /> SOILS RF_PORT OR AS DIRECTED BY GEOTcCHNICAL ENGIN�ER. THE AMERICAN WELDING I� A A(�lD, IF QUIR� , AL WFL S SHALL
<br /> 2. AI.I FOUNDATION �XCAVATIONS CNCLUDING ALL FOOTING BEARING SURFACES SHAII gF HAV� Ti��IR QUA�IFI 0 ECORD FU ISHED TO HE E F R. A CO F 1. STEEL FLOOR AND ROOF DECK SHALL CONFORM TO THE RECOMMENDATIONS AND €"�'
<br /> OBS�RVFI� P�IOR TO PI�CEMENT OF REINFQRCEMENT AND CONCRETF TO ASSURE CEftTIFIED WELDI CEDUR�S NOT PREQUA�IFIED AWS NAL SUBMITT SPECI�ICATIONS 0� THE STEEL DECK INSTITUTE. �
<br /> SUITABI � BrARING. CONTRACTOR SHALL COORDINATE TIMEI Y OBSERVATIONS AND FOR RFVIEW. 2. COPIES OF THE APPROPRIATE ICC R�PORTS SHALL Bc SUBMITTED WITH THF SHOP
<br /> APPROVAI S. 10. EXISTIN NE STE SURFACES TO WELDED SHA L BE LEANED OF P DRAWING SUBMITTAL. �
<br /> 3. B�AR AI I FOOTINGS ON INORGANIC, UNDISTURBED, OcNSE SANDY GRAVEL SOIL OR IN GR'� E, SC LF OR OTHE FOr�EIGN M _RI . 3. FABRICATE AND INSTALL DFCK ACCORDING TO MANUFACTURER'S SPECIFICATIONS, TN� •
<br /> STRUCTURAL FI�I AT DEPTHS INDICATED ON DRAWINGS. 11. I ELD DS S LL B WIRE U D CLFANED, 'riFN IMED. ICC REPORT AND TH� IBC 2006.
<br /> 4. NO �OOTING SHAI I BE PLACED HIGHER THAN 2.0 HORIZONTAL TQ 1.0 VERTICAI ���M 0 WELDING LL BE ERMI .`� EXISTING EAM F NGES EXCEP INDiCATED
<br /> aNY ADJACFNT �XCAVATION. ON THc PLANS. MECHANICAL AND AQNESIVE ANCHORS:
<br /> 5. MINIMUM FROST D�PTH BELOW GRADE 18" 13. MINIMUM D 3f 16" U. .0.
<br /> 6. MINIMUM ALI QWABLE BEARING PRESSURF REQUIRED IS 3000 PSF. 4. NO FIELD B NING OF �0 T HOL S WILI BE ALLOW . FIE HOLES SHA�L BE 1. WNERE INDICATED ON DRAWINGS, MECHANICAL ANCHORS SHAI � BE HILTI KWIK gOLT
<br /> 7. G�OT�CHNICAL REPORT REFERENCE: DRILLED A � AMED. TZ INSTALLED IN COMPLIANCE WITH ICC ESR 1917.
<br /> BOcING �'5-08 NEW BUILDING PROCESS AND BUILDING 45-06 DEMO 15, ANCN R A�L CONFO M TO STM F1 ADc 36 STEEL AND PROVIDED 2. WHERE INDICATF_D QN DRAWINGS, ADN�SIVE ANCHORS SHALL BE NILTI HIT RE5QOSD
<br /> URS CORPORATION iT NEX UTS UNLESS NOTE ' SE. INSTALLED IN i;OMPLIANCF WITN ICC FSR 2322.
<br /> DATF_Q: NOV�MBER 12, 2010 16. S PRIMF AND PAINT ALL ST CTURA TEEL. THE FOLLOWING SURFACES SHALL
<br /> NO RECEIVE PRIMER OR PAINT:
<br /> - S RF�CFS �MBEDDED IN C ETE STRUCTURAL OBSERVATION:
<br /> - GAL ANIZED SURFAC�S � FOUNDATION REINFORCE�ENT PRIOR TO CONCRETE POUR. .
<br /> SURr CES SCHEDUI-ED TQ ftECEIVE SPRAYED-ON FIREPROOFING � C�NGRETE WALL REINFORCEMENT PRIOR TO CONCRETE POUR. ,
<br /> - CONTA T Sl1RFACES FOR SI fP-CRITICAL BOLTED CON�lECTIONS
<br /> - URFAC� THIN 1 j2" OF THE TOE OF THE FIELD WEI D TESTfNG:
<br /> - S RF �, ON WHICH METAL DECKI�!G GR STUDS ARE TO BE WELGED � CONCRETF
<br /> A ERECTION, FIFLD TOUCN-UP PAINTED AREAS AND EXPQSED UNPAINTED aREAS.
<br /> 17. DRILLED-IN CONCRETE ANCNORS SHALL BE KWIK 80LT II EXPANSION ANCHORS OR SPECIF,L li'VSPECTION:
<br /> HVA OR HIT EPDXY ANCHQRS MANUFACTU�ED BY HI�TI OR ENGINEER-APPf�UVED �'i PI�4CEMENT OF CONCR�� AND r�EINFORCEMENT
<br /> EQUAL. US� GALVA�IZ�D ANCNORS WHERE INQICATED ON TNE DRAWINGS. � SHQP WELDS iVOT DONE IN FABRICATORS SHOP REGIST�REQ AND APPROVED BY THF
<br /> 18. ALI STUD ANCHORS SHALL B� AUTOMATICALLY END-WELDED IN SHOP OR FIELQ WITH �UTNORITY HAVING JURISDICTION
<br /> EQUIPMENT RECOMMENDED BY THE MANUFACTURER OF STUDS. STEEL STUD MATERIAL, �i FIELD WELDING
<br /> WELDING AND INSPECTION SHRI L BE IN ACCORDANCE WITH AMERfCAN WELDING l� I-EIGi-�I STRENGTH BOLTING
<br /> SOCIFTY, AWS D1.1. °
<br /> 19. SPLICES OF STRUCTURAL MEMBERS NQT PERMITTEQ UNLESS SPECIFICA�I Y NOTED ON
<br /> DRAWINGS �
<br /> 20, STRUCTURAL STEEL AND CONiVFCTIONS PERMANENTLY EXPOSED TO WEATHER SHF�LL BE '
<br /> HQT DIPPED GALVANIZED A�ER FABRICATION IN COMPLIANCE WITN ASTM Al2_3. ALI
<br /> FI�LD WELDS SHALL BE COAT�D WITN BRUSH APPLIED 7_INC-RICH PA(i�1T COMPLYING
<br /> WITH ASTM A780 (GALVACOU OR APPROVED EQUAL).
<br /> WELDING
<br /> 1. ALL WELDS TAHT ARE PART 0� THE SEISMIC FORCE-RESISTfNG S'YSTEM SHALL HAVE A
<br /> �11NlMUM CHARPY V-NOTCH TOUGHNESS OF 20 FOOT-PQUNDS AT 0 DEGREES t:
<br /> FAHRENHEIT.
<br /> 2. MECHANICAL PROPERTIES OF THE IN-PLACE W�LD (FILLER METAL) SHALL NAVE ;
<br /> CHARPY V-NOTCN IMPACT TOUGHNESS OF AT LEAST 20 FOOT-POUNDS AT 0 DEGREES
<br /> FAHRENNEIT, AND 40 FOOT-POUNDS AT 70 DEGREES FAHRENNEIT.
<br /> �
<br /> � �
<br /> DRAWN DATE SUBTITLE CURRENT REVISIQN SYMBOL DATE
<br /> SYM REVISION BY APPROV�D DATE 5YM REVISION BY APPROVED �arE ACCEPTABI�ITY MH CKED 05.11.11 STRUCTURAL GENERAL NOTES 10011818 A 05.11 .11 �
<br /> A WWTP - ISSU�D FOR COI�I�TRUCTION - r2ECORD 10011818 URS FRANCO 11.14.12 THIS DESIGN AND/OR �OCrCQS 05.11.11 s�E�r �,
<br /> SPECIFICATION IS APPROVcD � \1
<br /> - ENGWEER TITLE ry �
<br /> `� � APPROVED gY DEPT. DATE FRANCO 05.11.11 WASTEWATER TREATMENT PLANT ��
<br /> CHECKED �
<br /> A°PR vE� 05.11.11 �U I L D I N G 45 08 0
<br /> � JOB N0. COMR N0.
<br /> FRANCO 05.11.T 1 10011818 W •
<br /> APPROVED DWG N0.
<br /> TURSCHMID 05.11.11 STRUCTURAL. MASTER EVER�TT, WA 45-08-S2
<br />
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