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' � �� � � E � � }�//' ! � 1 � � � � � � � � �g � �� � - ...,,»,. „.-..... � � �;�-�y . . , . . _`--- . m � I i -�- � �''" . ���, � �; . r x.� � �a�� ' ��i�a� b��,�2,� � , � � x _� �� �� .�� �-�-� � 4� � �- — � -� � IJ4 "' � _� ' �_"_._ _ _ _..___ ____ _ _.E. _ _ � e ti° m � � NEW SX8 �i � � � NEW F�X& � � i c`�,,,,v �. GC�t_UMT„ , _______._�___--__ _ _____._.__�_______ _ � / y-� _ .__. .__ _ .__._.. __. _ - , ,—.- --- -- -- -- - ._�.�___..�_ _ ..�._. ��._e ___�_. .____ VV���� � . _ E j . � . .. � '_'_'�' _' . . rt (a} 4 � � g ! i � � � � � ! � N m I ' p � � Cy�7 � � � � � � I � 1 � f � � ��,�j � � � _._--- _ .________ _ ____ _.__..__._�__ _�1_ _�� l__ .. _ �,�!.� ,., +��;� w.}4�R � � � ';�,{c„'�'� '3.c��;:,�� � ---___ _.__ _ _ ___________._ __ _.__________.______ _-- �rr,�„ �,�# ce � _'`� �� � � .� . ' - �1 '> d. _�_�_ ,_ _____________ _ � __�____ _ _ _.__-- - � '�^ � r t m � k � _ .._._________.__.___..._.._..__.____..._.._.._.,________._..._.�._._____..___. ` .• �i O) ,___M .�- o: GENERAL NOTES 1 . L2VE LOADS USED IN DESIGN : D . ALL WELQERS SHA� L HAVE EVIDENCE OF PASSING TNE AMERTCAN WELDING SOCIETY �Tp1VE GAP -�X C?EGfGING STANDARD QUALIFICATIONS TESTS AS QUTLINED IN AWS - 01 , 1 . A . EXTERIOR DECK 1�9 PSF E . MINIMUM WELDS T4 BE PER AISC TABLE � 2 . 4 BUT NOT 1E55 THAN 3/ 16 " CONTTNUOUS B , EXTERTQft RATIO 100 FSF FIIIET UNLESS NOTED QTHERWISE . F . PROVIDE TEMPOftARY BRACING AND PRECAUTIONS NECESSARY TO COMP �Y WITIi ALL �`��#� C . WzMD STEE � ERECTION STANDARDS AND TO WITHSTAND Al�L CONSTRUCTION ANDjOR c 3 SECOND �UST 99 MPH FASTEST MILE 90 MPH LATEf2AL LOADS UNTSL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT raTpt�t� VENEER � 4 EXPqSURE g LATER/�`.L SYSTEMS AND DECKS ARE IN PLACE . STpNE PAYER� #5 AT 1 '-Q" VERTIGAL � . S�QW 8 , NON - SHRINK GROUT Rt�P ..C'.-�RG?UT Rt*t[? HORIZc'�NTAL BLOGf� i NG 6ROUND SNOW LOAD Pg 144 �'i GDNGRETE G2,�-.2X12 PEG.#C .lOi�T A . NQhI -SHRINK GROl1T SHALL BE PROVIDED : �� W�X�1 PEGiC BE/�M - REa PLAN DECK SNOW LOAD Pf 10@ SLAB WITN �5 ? RE � F'Lfi.h! WITH 2?4 '�' � 1 . BETWEEN COLUMN BASES AND CONCRETE SUPPORTS . � � � i 2 . BETWEEN BEAM BEARING PLATE5 AND CONCRETE SUPPORTS . fi''� � -p �f'`�� TOP PLATE W17H - i E . LIVE �OADS ARE REDUCED PER CQDE IF APPLICABLE . Y1�4Y � i i $I16 3 . GR�UT SHAIL BE COMPLETE AND HAVE A MIN=MUM COMPRESSIVE STREiVGTN v 4 4 WITH It2 " � BDLT� *�' OF 5000 PSI PRIOR TO ADDING BUILDING �QADS ABOVE . � �T � �tl��� � - a - � �j��' � ; : F . COQE USEt? TN DESIGN : INTERNATIONAL BUIIDING CODE , 2@12 EDITIQN , � � - „ 2 . TESTING , INSPECTTONS ANp OBSERVATIONS : 9 . W�Q �,�. . II'4 " IGERPE[7 �TEEL �� G-�RAC�E � PL.RT� WITF! {2}- If2 +'� � : ;� A . 7NE STRUC7URA� ENGINEER DOES NQT PROVIDE INSPECTTONS flF CONSTRUCTION . A . ALE FRAMTNG L�IMBER SHALL BE DRY QOUG�AS FIR , LARCH , GRADED BY � THR.t!-BOl. T� " STRUCTURAL ENGINEER MAY MAKE PERIODTC OBSERVATIONS OF TNE WESTERN WOQD PR4DUCT5 ASSOCIATTON ANQ CONFORMING TO INTERNATIOhlAL " � , BUILDING CODE AS FOLLOWS : p°g°p Q�,'?p 0*a°O� O o°Q , " �, 8X8 GC7LUMN � � CpNSTRUCTIdN; SUCH OBSERVAT20N5 SHA� � NQT REPLACE REQUIRED ° �4 ;,p �•.�p ;•p�°P,o ;•p d•pti :• : , RE ; PLAN " .' �� E � �� � .• Sl n C1 4 .• h n C"t 4 .+ h n C'1 � O .• t1 _ `zi . � � �, TNSPECTION5 BY THE GOVERNIN� AUTHQRITIES UR SERVE AS SPECIA� � �� '('HICK - 4" 7Q 6 " �lIDE (WALL STUD ONLY) STUD Fb = 760 PS2 'if�'I - ) I - ! I-, � � INSPECTIONS " AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL -„ �� � �--��r� ��� ,-� r _ _ BUIIDING C4DE . 2 ° TQ 4" THICK - 6 " AND WIDEft NQ . 2 Fb = 909 FSi '-1 ) - 1 �111.-111 ' ' i �/I�` 5 " THICK - 5 " AND WIDER N0 . �, Fb = 1356 PSI � Y a 11� I��1.=� � � „ ' � � �,j��, B , THE FO� �t�WING WQRK SHAL ! BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS NOTED ALLQWABLE STRESSES ARE MINIMUMS AND FQR NONREPEl"INE USES PRIOR SLIP .1QINT `' ( �°� � � �/8 STEEL' BA�E �' � � T4 ALLOWABCE STRESS INCREASES . � pL�`T� �� �� ��� � � i " 1+1DN-SMRINY SPECIFICALIY WAIVED BY THE BUT �DIN6 OFFICIAL . 112 X 6 EXPAM1I -'"✓- IC7N � ' 1 . SOI � PREPARATION a � " L1F?G4X3/S ASPh1ALT ANGHC+R� � c � � .("",-�RC�UT B . WHEN PRESERVAT2VE TREATEQ �UMBER IS REQUIRED BY CdDE AlL CONNECTIONS AND � '_ a . EARTHWORK EXCAVATION , PLACEMENT AND COMPACTION OF FZLL g�� " � Ma'�TIX PAtNTED a ° TM #� � V � , , AND IN- PLACE DRY DENSITY OF THE COMPACTED FTLL FOR CpNFCJRMANCE NATLING SHA� L BE ADEQUATELY GALVANTZEQ ( DOUBLE DIPPED OR BET7ER ) . 4 W� ,�-H ��� " �,p � ,� " �*�" " WITH THE APPROVED REPORT . C . TREATED 5ILL PLATE CUMBER MAY BE HEM- FSR , STRUCTURAL #1 GRADE . � EXPp,N51QN ANGt-IOR ' I�►j'�11 . � e I ��_�� � 2 . CONCRETE CONSTRUCTION � AT 2 C7 ';�II . s 1 � i � a . PERTQRIC VERIFICATION t?F USE OF REt�USRED DESIGN MIX . p , p ft O V I D E M E 7 A L C R O S S B R T D G T N G N O T O V E R $ ' d N C E N T E R F O R A l. L 2 X W O O D �O I S T S . � �, ',� „ ry ' � ' � � b . CONTTNUOUS INSPECTION A7 THE TIME FRESH CONCRETE IS SAMPLED #5 AT t -O X � 3 i/2 � a - r ""'� T O F A B R I C A T E S P E CIM E N S F O R STRE NGTH TESTS , PERFORM S�UMP AND SOIID BLOCKING BETWEEN A� � 702STS AT ALL SUPPpRTS AND ENDS OF CANTILEVERS {v IS REQUIRED . 6 " ��I ) p. 4 � � � ` d AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE . - c . CQNTINUQUS TNSPECTION OF CONCRETE PLACEMENT FOR PROPER ���-� ) a � � 11=i � �- APPLICAfiION TECHNIQUES . E . FASTEN ALL W40D MEMBERS WITH COMMON NAILS ACCORdING TO THE TBC SCHEDU�E 111�1! $ � � �_����► ° d . PERIQDTC IN5PECTIqN FOR MIAINTENANCE OF SPECTFIED CURING 7ABLE 2304- 9 . 1 UNLESS NOFED OTHERWISE . i d ' �^ 1 '-C? " 4> GC,�NG•RETE r. ' TEMPERATURE AND TECHNIQUES . - �; F . LAMINA7ED BEAkiS � � � � �� �� ` � @i �R WITH (4J - #5 � = �� � `� ;f � � � � � �✓ERTIGA� AND #3 r 3 . FOUNDA7ION5 1 . AlL LAMINATED MEMBERS SHAI. L BE FABRICKITED OF DQUGLAS FIR LARCH AT �" f�il _ � 4 � p .� , l�If �3) -#5 TIE� A�7 I '-4 " �ESS THAN 12 PERCENT MOISTURE CQNTENT IN ACCQRQANCE WITN WCLIB . ALL ` 6 ° � � 111= x � A . MAXIMUM 502L DE5IGN PRESSURE 2ggg p�� SIZES SHOWN ARE NE7 . _j�l � � II,� I ,;,II ' 2 . IAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE �� ��� � 2 �� 4 B . CdNTRACTOR TO FO� LOW ALL RECOMMENDATIONS IN SOTLS REPORT N0 . 26750 WTTH TNE STANDARD SPECIFICATIQNS FOR THE DESIGN AND FABRICA7ION OF `� STRUCTUi2AL G�UE LAMIFlATED TTMBER , LATEST EDITION AS PU�LISHEl7 BY AI7C . ° ° \ j� ,Q� \� �x BY CHEN & ASSOGIATES , INC . DATED QCTOBER 7 , 1983 . - p �,Y.l� �� �✓ Vr.. �, 'I �i�sr�� 3 . PROVIDE UNT7S CONFQRMING Td ATTC 113 , 24FV8 , D . F . FOR C4NTINUOUS �� � � � � � � ,�„ MEMBERS AND CANTTI.EVER5 AND 24FV4, D , F . F4R SIMPLE SUPPQRT MEMBERS . ��� �''��'#�✓ � � ° THE COHTRACTOR SNaL � RETAZN A LXCENSED SQrLS ENC�INEER TO INSPECT THE MEMBE1tS SHALL BE DE5TGNED WTTH ZERO CAMBER WTTH TOP SURFACE C�EAR�Y 3/'�' " = i ''� " � ° II ��g�����5 , ��� . FOUNDATION EXCAVATION . SOILS EN6TNEER SHALL VERIFY TN WRITING THE ACTUAL SOItS CAPACI7Y IS EQUAL TQ OR GREATER THAN LISTED IN �RIGINAL REPC�RT , STAMPED ON EACH MEMBER . � ° �,��� �. b . G , LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRE5S ' � � �'"�'� � ��'� C , AL � FOOTING BEARTNG ELEVATIONS SHOWN ARE ASSUMED . EXACT BEARING �_� � i . �t; €3e➢n�:t�vt�ar3c I2c�aci st� ite Zt3�- CAPACITIES : FB = 280@ PSI E = 2 00@ 800 P5I FC = 756 PSI FV = 285 PSI . 2X DEGiGiN .,<'� ° ( ��, ,� 5„���, ��y�€�xY��� � $ �;�r{� ELEVATIONS SHAI. L 8E VERIFIED IN THE FiELD WITH AC7UAL CONDITTONS BY ' ' ' ' * , ��.-Q�'�� �� � � h� � � � �'� � REr PLAN � � , BUILT UP MEMBERS SHALL BE C�NNECTED TN ACCORDANCE WITH MANUFACTURERS � ' 3?�) ��1 .�- � "7C�8 CONTRACTK�R WITN APPROVAI OF 50IL5 EN6INEER AND ALL BOTTOMS C}F FOOTIN65 „ -!L�'�- ,�� 11= �1� 3wt� � {� 7(�? =34f�-�:��4 SHAL �. BE A MINIMUM QF 48 ° 6ELOW EXTERIOR GRADE . RECOMMENDATIQNS . CdNTRACTOR SHALL NAVE THE OPTION QF USING 3 112 OR ` '-, . � �*, � n 6 ����� .{� Q����� ��c»��}�`�����$ .���� 5 11�° �z�� MEMBERS . ' �� d , D . AL. L FQOTINGS ARE TO BE PIACED QN FTRM, UNDISTURBED, NATURAL SOI� OR Q ` �� ° � PRORERLY COMPACTED BACKFILL APPROVED BY THE SQILS ENGINEER . BACKFILL 10 . NON- STRUCTURAL E � EMENTS �-� 4 p a: �� �,1��2V�T' SHAL � BE COMPACTED TO 95% MINIMUM MODIFIED PROCTOR DENSITY PER ASTM ' ° � � `����} � ' ��"��� ��`�� Y' �'�'���` � �� � � � A . ELEMENTS SUCH AS NON- BEARING PARTITIONS ETC . ATTACHED TQ AND/4R =I - �� S�r;f�vcr^ f "it's�`3c3s' �£}2fk7 D�.557 UNLESS OTHERWISE RECOMMENDED IN THE 50ILS REPORT , IF SOFT SROTS ARE �UPPORTED BY THE STRUCTURE SHALL TAKE INTQ ACCOUNT DEF �ECTIONS ANd I-111�1 � i-ii� ����'} �'�� ����� ENCOUNTERED REMQVE SQTL ANa RECOMPACT WITN APPRQVEQ FILL ( RE : SOII �� = �"'�°"°`� �''�� �-��?�) �>�?•���'��? REPORT FOR DESCRTPTION OF BEARING SQIL ) . OTHER STRUCl"llRAL MOVEMEN7S . �;;Yi,�i�� uent=eg�cun�ons°rav-e��;w��I .ccsrr� E . CENTER ALL FOOTItV�S UNDER WALLS , CQLUMNS tJR GRID LINES UNLESS NOTED B • FTRE PROTECTION FQR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET �+,.// �.� � � � � � � OTHERWI5E ON PLANS . ALL CODE REQUIREMENTS FOR THE TYPE dF CONSTRUCTTCIN SPECIFIEO BY THE ARCHITECTUftAL DRAWINGS . 5TRUCTURAL STEE � MEMBERS SHA� L BE CQNSICtERED F . C4NTRACTC?R TO PROVIDE , AT HIS EXPENSE , FIEL� DENSITY TESTS ON COMPACTED UNRESTRATNED UN�ESS NOTED OTHERWZSE . 3�'`�' �A � � �`� � FILL UNDER FOOTINGS AND SLABS -ON-GRADE . °, y � € 11 . �ENERA� � ; ` '� z ` G . NOTIFY SOIlS ENGINEER WHEN EXCAVATION T5 COMPLETED SQ THAT CONDITIONS MAY ' ` �, ; � � � ' £ � C7EGK .JC)15T f�E � PLP.i�i � E INSPECTED PRIpR TQ PLACEMENT OF ANY FTLL OR C4NCRETE . A . ENGINEER ' S ACCERTANCE MUST �E SECURED FOR ALL STRUCTURA� SUBSTITUTIONS . ; „ ; <„ k : � , � � , `, �, , �X����� SfipNE °� : � ; � < � �3 , aTEEt_ BEAM W17'H 2X NEW ..2X t?EGiGING � � � TpP PLp.TE 1NITM k/2 " d> H . FQR SOIt QRAINAGE REQUSREMENTS REFER TO SQIL5 REPORT AND CTVIL DRAWINGS . � � VERIFY ALL OPENIN6S THROUGH FLOOR5 , RQQF AND WALlS WITH MECNANTCAL AND ` � ,k fiu A; � . E3C7t., T� AT I `-G7 ° �p ElEC7RTCAL CONTRACTORS . VERIFICATION OF LOCATIflNS , SIZES , LTNTEIS AND . ' ;;..r , , � � 4 . 5LA6 ON GRADE REQUIPEGt CONNEG7'IUNS ARE CONTRACTOR ' S COMPLETE R�SPONSIBILITY . r ,`� m�... . -, �' ` ; � � { +�. ', i Y � ^ �� •3 ' 'i o- 4 t 5 a` Y A , fiHE PREPARATION OF 7NE SUBGRADE FQR TNE SLAB ON �RADE SHALL BE IN STRICT � • PRTOR TO IN5TAlLF.TIQN OF MECHANICAI AND ELECTRZCAL EQUIPMENT OR OTi�iER r � jy Ep .f",-°�E DF FC�UNC7ATIG7M = 4 � � t %_ '�� ; Y ACCORDANCE WITH THE PRO� ECT SOILS REPORT RE �ERENCED ABOVE . THE iTEMS TO BE ATTACffED TO TNE STRUCTURE , ENGINEER ` S APPROVAL OF COi�NECTIONS YJALL.. r � 4£ �, x ' t � ' � AN€7 5URPpRTS SHALL BE OBTAINED . UNLESS SPECIFICALLY DETAILED ON ` � ` � CONTRACTOR SHAIL DIRECT QUESTION� RE6ARIlINC, TNE SUBGRADE PREPARATTON '�' � * r ` "' � 'k . ' � REQUIREMENTS TQ THE GEOTECHNICA� ENGTNEER . AftCHITECTURAL ANQ STRUCTURAL DRAWINGS , RESPECTIVE SUBCONTRACTOR � � ��� � SHALL FURNISH AL � HANGERS , CONNECTIONS , ETC . , REQUIRED FOR TNSTALLATION OF ° L@X4X3/8 X 6 " BT�EL `* 't µ ' a , . , .�. .. v . , t �.<" . NI5 ITEMS . ` � Sl1PPpRT ANGLE WlTH `` ' � � B . MOVEMENT OF THE S �AB flN GRADE MAY CAUSE DAMAGE TO ANYTHTNG Ct?NNECTED C-41- V2 "' C� X 4 "' EPQXY' � '� � Tt� BOTH THE SLAB . SSOLA7ION DETAI �5 FOR FIPTNG AND OTHEft ITfMS M<1Y BE : �: AN�HDRS r �� R E Q U I R E D . R E F �R T C} T H E A P P R Q P R I A T E D R A W I N G S Q R C fl N S U L T W 2 T H T H E a • PRfJVIDE ALl EMBEdRED ITEMS IN STRUCTURE A� NOTED ON ARCHITECTURA� , > MECNANTCAL , ELECTRICAL ANQ STRUCTURAC DRAWINGS . MISCELLANEOUS EMBEDOED 1 I/2 " � ' NEW ,2Xl2 I7EGiC ' � RESPONSIBLE MEMBER QF THE DESIGN TEAM PftIOR TO CONNECFING TTEM5 TO BOTH ' � EXI�`aT1NC�a Gt'�NGRETE � � �.�� ���� A ZTEMS AND ANCHOR BOLTS SHALL BE FURNISNED BY STEEL SURPLSEft AND INSTAL � ED !, , a .,.lG71�T iNITH 51M�N , , fi . � a�.,A,B /�.Np y*d,�,,�. L, �Y COIUCC��7� Ct3N�'i�tiC7t71� . 5�"E �L �MALL �UL�'TLL AST�A A35 . I.L� L� H�N���.' ��; ` h' � � • �������� ^' � �s � E . PROUIdE ASPHALTIC MASTIC - COATING ON ALL 5TEE � AND WOQD EXPOSED TO EARTH . NEW 3X1,2 TRE.4TEt% , , A . AlL CAST- IN - pLACE CONCRETE SHALL BE MApE WTTH TYPE I/ Ifi PORTLAND CEMENT , LED .C",-a�F2 WITH �� 5TONE AG6REGATE AND SHAL � SATISFY THE FQLLOWING REQUIREMENTS • F . WATERPROOFING , VAPOR BARRIER5 , WATERSTOP , ETC . , SHALL BE �S SHOWN �N 7HE 3/-4 '" C> X 8'" EXP.4h151C7N � � ARCHITECTURAL DRAWIN6S AND AS INdICATED IN THE SPECIFICATIONS . �.✓ �� 1'�6 � � /"`�1 � �./"` ANGHOR A7' 1 '-A� "' � ��.../" �.R'''• CONCRETE ITEM F ' C MTX TYPE MAX WJC RATIO % AIR REQ . � . ALE MASONftY AND STONE VENEER5 SHAIL BE ATTACHEfl TO INTERrOR AND EXSERTaR � 1/2 " = I `-C7 " � �S FOOTINGS 2590 psi 5Ta ' " " - - - WALLS AS SPECIFIED IN SECTION 1405 QF THE INTERNATIONAL BU2l.DING CODE . �..� �'�" � � /'�, � ,G.' � SITE WALLS 2500 psi S7D - - - - - - �"""'� r�"'"'"�+ EX7ERIOR CONCRETE { ++ ) 4500 psi STD 0 . 45 6%- 8% N . A�L DIMENSIONS ON S7RUCTURAL DRAWINGS SHALL BE CHEGKEQ AGAINST FTELD ��„�, �� e � '-��' �� � CONQITIONS AND ARCHTTECTURAI DitAWIN6S , ++ MAXIMUM SLUMP SNALI NOT EXCEED 4 . I . CQNTRACTQR SHALL VERIFY AL� AS5UMED EXTSTTN� CONDITIQN5 . IF CONQITIONS �� ARE DIFFERENT THAN ASSUMEb NOTIFY ENGSNEER . 1� B . 54ABS , Tt7PPING, FOOTSNGS , SEAMS AND WALLS SNAI. L NOT HAVE 70INTS IN A ' �`+ " GC?NGF��7� SLAB NORIZONTAL PLANE , ANY STQP IN CONCRETE WORK MU�T BE MAdE AT THIRD FOINT OF �'7i''1-C"--'�'RAC?E ►'�IITH #5 SPAN WITH VERTICAL �ULKHEADS AND HORIZONTAL SHEAR KEYS UNLE55 QTHERWISE � • p�E -MANUFACTURED STAIRS , HANDRAILS , AND GUARQRRTLS NQTED ON PLAN SNALL R'i" i '-C? " E,4GH WP+Y SH04lN . A(� L CONSTRUCTION � dINTS 5HALL BE AS DETAILED OR AS REVIEWEb BY 7NE NAVE A� L ENG3NEERIN6, DESI6N AND QETAILING AROVIDED BY STAIR DESIGNER AND ENGINEER . SHALL BE SUBMITTECI FOR ARCHITECTS REVTEW BEARING TNE SEAI OF A PROFESSIONAL ���p� EN�INEER REGISTERED ZN THE STATE OF COLflRADO . S�AIRS SHALL BE DESIGNEd C , ALL CONCRETE WtJRK AND RETNFORCEMENT DE7AT �ING SHALL BE IN ACCQRDANCE Td SUPPORT A LIVE LOAD C!F 100 PSF . SEE ARCHTTECTURA� DRAWINGS FOR �t ` , ADDITIONAL REQUIREMENTS AND CRITERIA . " � " WITH ACI BUI�DTNG CODE 318 LATEST EDZTION , UNLESS NOTED OTHERWISE , USE - - P ` _ STANDARD HO�KS FOR DOWELS UNLESS NOTED OTHERWISE . ALL EXP05ED EDGE5 dF � ��� � �_� � �° n . `' ° ` ° � � i i�� , ,�, � '�' ;_ � , � •1 6 : l �+I� tl � aV� RV9b � a �/� IV46QF CONCRETE WORK SHAL. L HAVE 3/4 INCH CHAMFER . � . � � S � �Q � �aa��� �p�o�p�Q� 6 . REINFQRCEMENT , • a � ° ��'-� ' ��=`� � � � ��-iii��1��_�� � � � � ° 7 ��i��=1�="' t��+ !��'����1 � �. A . A� � REINFORCING SHAIL BE HIGH -STRENGTH DEFQRMEb BARS CdNFORMING TO ASTM ��Y���_�j � � �_�j��i� � A615 , GRApE 60 EXCEP7 TEES , STTRRUPS AND P(�ATE ANCHORS WHICN SHALL BE ` -� r � � .� � � ��+�� �� �'�� DEFORME � BARS , ASTM DESI6NA'tION A615 , GftADE 40 OR ASTM A706 GRADE 66 . � �_��� B . WELDED WIRE FABRIC 5HALL G{�NFORM TQ ASTM A185 �RADE 65 AND SHALL BE �� �� �.{ �'� LAPPED O�NE FULL MESH AT SIDE ANd ENQ SPLTCES AND WIREd TdGETNER . 1.a�.y ;�o.ae/ �� ��" � � � �� � 7 �� � .�� �M+�.is6 1 � C . REINFQRCEMENT PRpTECTION UN �E55 N07ED Q7HERWISE : 1 . CONCRETE PQURED AGATNST EARTH 3 " 2 . CE?NCRETE FOURED IN FORMS ( EXPOSED TD WEATHER (7R EARTH ) 2 " 31�4 „ = I `-C'� ° �-�������� 3 . COLUMN5 AND BEAMS ( TIE BARS ) 1 - 1f2" �� �� ����� � c�i D . REINFORCEMENT PLACEMENT ANp TOLERANCES SHAE� L BE IN ACCQRDANCE WITH ,c�`�,, SECTIQN5 7 . 5 , 7 . 6 ANd 7 . 7 �F ACI 318, tA7E57 EDITION . h �������� ���� � 0 m E . NQ SPLICES OF REINFORCEMENT SNALL BE MADE EXCEP7 AS DETAILED QR � AUTHORIZED BY THE STRUCTURAL ENGTNEER . LAP SPLICES WHERE PERMITTED SNA�L • i � � { � �' �� {����� ' � �� �'� � �� r .r [��S . 1� � � , � 6 a �� N BE A MINTMUM QF 48 BAR RIAMETERS FOR #6 BARS AND SMALLEft UNLESS NQTED , s � � �" �'� � � � �� �� � '� �"� �"� N OTHERWISE . MAKE ALL BARS CONTINUOUS AROUND CORNERS . �� �'�" �� � �� � � �� �' rn E v ��"� � �S ` � a��,� ��a�� � �.;, m a �,� .� : � � � 3 F . PLACE TWO #S ( PER 8 "' THECKNES� ) WITH 2 ' - @" PRO� ECTION AROUND ALL QPENTNG5 °�°�tt�'" _� d�-�-� � IN CONCRETE WALLS , SLABS , AND BEAMS . AlSO PROVIDE TWO #5 X 4 ' -0 " DIAGONAILY � ��� ° . ��.°.�_�°."°..,° �� �. � AT EACN CORNER . �,, %� ._ .�„ ��,� �" � Q . ��� . _� n.r� � � _ µ ��,.� Q 7 . 57RUCTURAI STEEL ���y� �� s �,,--�..-~°-�w�.-°~�- ° 4 � A . ALL STRUGTURA� STEEL SHALL CdNFORM TQ A5TM A36 EXCEPT WIdE FLANGE BEAMS , `t WHICH SHALL CONFORM 70 ASTM 992 , ( 50 K52 } AND EXCEPF AIPE COLUMNS WHICH �-, I � 5NALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B , �ATEST �'+C�� «��,,�'�,�' �; � -°�a EQTTIONS . STEEI SUPPLIER MAY PROVIDE ASTM A572 , GRADE 50 AT HI5 OPTION , �jt;•'�,S �S`;�ya�{� j � MISCEL �ANEOU5 EMBEDCIED ETEMS SHALL BE A36 STEfL . �� '"�` � j � �*'� �x: C� I ��, B , ALL STRUCTURAL BOLTS SNAL ! BE A325N INSTALLED TO A MINIMUM SNUG TTGHT M �► � CONdSTION . ALL ANCHQR 84LTS SHALL CCiNFORM TO ASTM A307 UNLESS NOTED v OTHfRWISE . "�r � � C . STRUCTURA� STEEL 5HALL BE DETAILED AND FABt2ICATED IN ACCORDANCE WITH THE , � � LATEST PRdVISTQNS OF AISC " MANUAI OF STEEL CONSTRUCTION . "