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Home My WebLink AboutB14-0390 REV1 plans approved STRUCTl1RAL GENERAC. NOTES 18 _ DESIGN CRITERIA �� ... �� DESIGN STANDARDS �, ��..,�t'�',.t'��} ''., �;,,t . 1. INTERNATIONAL BUILDING CO�E, 2012 E�ITION. • �; : , �i�`_ ;r,.. � :'�"'' c�i� _ _ � +� ry . >. . 2. AISC STEEL CONSTRUCTIQN MANUA�, 14TH EDIT(ON, 2010. � ' � � ; � � i ii ii i � ri ii � � >.� : �,� � 3. ASCE 7-10, MINIMUM DESIGN LOADS �OR BUILDINGS AND OTHER STRUCTURES � � � i � o � � k � ! i �,�{_�',,�� Fa.,, �� IE Ii IE II II II "�'� * �..,. ` 1 � � ,� �� I ! 1 E I f i I i I [I td� �� DESIGM LOADING � � � � � � �'� � 1. �IVE LOADS: it i� i � Gi � i � i VAII. PUBLIC WQRKS DEPT SNOW LOADER: 38 KIP (30.4 KIP AX�E LOAD} i � � i � i 4 � � , � AASHTO HS-20 TRUGK (32 KIP AXLE l.OAD} � � � � r � r- r � � a � � � ii � i ii � ri ii ti MATERIAL GRALIES j i � s � � � � � � � � � � � � � 1 li tl II � ( I II II � f I 31 l I w I I { I I I � j� � ! II ( I II If ! I II � l � STi2UCTURAL STEEI. 1 U} � �"--"� II il 11 II ! I II � 'r � �� O� 1, NOT R011ED STRUCTURA� STEEE� SHALL CONFORM TQ ASTM A36, EXCEPT AS FOLLOWS OR AS 07NERWISE NQTED ON S1 E� � � � � � ! � � � � "'�"'• � o� co PLANS. if ii i � iE � i ia W I 1 ( I I { i I 4 ( 1 I � (,j.) N`#'E"'� !f il Ii 3 ! I I Il � � � WrY'� O 2. TUBULAR STRUCTURAl. STEEL SECTIONS SHA�� GONFORM TO ASTM A500, GRADE B. i i i i C 12X30 tTYP� i i i i i s � � ""' ~�� li ! i � � € i il { I � �pj� --H-- --"'rT-'"'�=r�-r- I I I I Z � Q 3. WELDS SHALL BE MADE WlTH E70XX ELEGTR4DES. ___u__ __u_____�_L E � 6 � � �� Q„� W �� KEY P�AN {LEVE� 4) �° �� i Gc 2 �� ,- 4. RQDS SHALL BE ASTM A193 GR. B7. NUTS FOR RODS SHAI.L BE ASTM A194 GR. B7. �� r i r� { a �� i c .� � "G( �� ° Et ti o � ia ii �! � �Q � �i � i � � � � a � i � � wc.� o 5. A�.L SHIMS F4R BEARING PADS SHAL� BE TACK WE�DED TdGEfNER. � E �a � � s � A � � � z ca I I ( I I i i ! ( E I I • � � {/k��G � I ( !1 II ! i i ( IE � �,.� W�-., GROt1T if ; i i � i � i � � f = h� r� 1 ( !1 11 k i P I f 4 �,r r,,� � 1. AT THE RQD IN THE CORED HOLE, USE NEAT CEMENT GROUT GONSISTING OF WATER PE Ifll PORTLANQ � k ! { � i � � ° � � � 1 ( If EI I3 ii I1 * f"" T�� C E M E N T, W I T H W A T E R/C E M E N T R A 7 1 0 N Q T T O E X C E E D 0.4 5 B Y W E I G H T. i� i � � a � � i i i j I! 11 19 EI I ! II � � U � Il ll II 1i II II 2. AT THE BEARiNG PLATE (DETA(L 4), USE COMMERCIAI.LY AVAILABLE NIGH-STRENGTN GROUT FOR DRY-PAGK. � � � r � � � ! ° � s � �I o ia � � � � � � � � oi : �, � ,x t� iE i � 9 ; E � si i� 4 -0 {t) OR 4 -4 {f) {V.I.F.) , , � � , � 3 , G + , � � BEARlNG PAC1S � � ii � i � � i � i � i. A�L NEW BEARING PADS SHALL BE MASTICORD PADS MFD BY JVI, SIZE & THICKNESS AS PER THESE [�RAWINGS. EX �� i E � � � � i i � � .- � . � d . '. � a ; . a „ .., a, ' ,a � ' . . �; . . . � A . . � c � ,�, � . e, ' ;a � ' � ' 4 . � < ,� � n ' . � ., q a � �EVE� 4 i� ii ii si ri ie � 8� .a . ..n . � . d. . . , e.. d , . .. e' ., g: ' . Q. . . . ' � °.. . .8'. . 4. ' , ' ; c , °. . . I I � � � � e � � � � � � �4NSTRUCTIt?N PROVISION� � a a a ; � . , a A . < � . a � e , : ° a. , ; . e i� � i E i s i i � 6 i . . .. ' . k< ...e �4 d � .c.. � .. S " . 4 . . .b . . ' ' . .tl . QA G�,U � .. . .O... . 4 be ...d -'!d' � ' .�.. .' . . . � , I I i � � � � � ( � I � q4.e� ; � � .. '. ° �.. . .. A A - a°4 - � � .° � < q. a .a' . . " . .e.. 4, � � � .�. ' Qd . .A.. 4 4 � a°Q e � ae' � I ( � � { � f � � � � e � GENERAL CONSIRUCTION PROYISIONS Q �. .a. d ^ < : a : � � . ° a . Y . p . . 4.° 4 : ¢ ° � . �.` . a : , . . i i i i � i �a i i i i 1. ALL DIMENSIONS ON STRUCTURA RFYWI Y t d p � A . _ Q d . 4. p.'d . � � . A__O° � i � i i � �� i i � � L R NGS SHALI. SE FIELd VERIFiED. ANY DISCREPANCIES SWALL BE REPORTED TO ; ; ..,. . ; � � ,., � � �� i � i i � ii ai ii � �:,,; �; THE ENGINEER IMMEDiATE�Y. � . � � �:; � � , = � - ,; .. .. � z -: � � � < 4 ii ii � i � � _ � i � � iE ` ��' �� ;.. °. . .. � � � � ; �� „- a 4 �;:' ��.;'�,,,. . „ ;, '` .,: � _` �a �� <°� ---�-- -- ---- - i i f i �. ...'�.•., ,,, : :;.,. o ; "�. :, ..,.:.<.: : ;;"'� ., ;.„ .•. .,.. ; a - � 1- 2. fN GASE OF CONFLICT BENJEEN N07ES DETAiLS AND PLANS THE MOST RIGID RE UIRE S 0 � �, ..� �;. : �:� a � �, ,' ° ° ,��; �.� �;, , <; . � �.��, �; + i i i � r i � � i i � � , Q MENTS HA�� G VERN UNTIL �. �, �. :., � , � . �'., �� __��-- ---- ----�- i R ..�. a - . � �� SUCH TIME AS A CLARIFIGATIt�N (S ISSUED BY THE ENGlNEER. � �e � � a . °,�. � i Ni ii � � � i s > a � f i � �i �.� i� ,: . : ., ,, .�a., a . . ,e ,;., o s ` . 5 . ; "''<< . .",:. '`:`..,.,,,. ." I I I I i ! I I � 3. THE RE UIR M NT '" Q E E S 4F THE tATEST EDIfi14N OF THE OSHA GONSTRUC710N STANQARDS SHAL� BE FOLLOWED BY ALL ; a" i i s i � i i i i i S1 � CONTRACTORS, FABRICATORS, AND SUPP�{ERS. _'- ; . � .,' � Q. m �E} BM ,4 �`. ; � � E1 � i ! i ii ! I 11 � � � � � �', ° �a � 4�� ! l f i I I I I 1 I i I �, �,� �� ,r'. �;:, , 'd _ ., ,,,: .; .. „ „ : ', .,� 'a .q, � , � : :, , , � „ � TEE L.EG � � � 4. CONTRACTOR SHALL PR4VIDE ADE UATE BRACING AND SHQRING TO THE EXISTING STRUC URE H R T � ��` ��"�� ' Q T W E E REQUIRED 0 �� ,-; �.< � '; �;�= �.,"� . �:. �;;,,� < .� ;� `. ' i i i i i i i i i i i i a < a PERFQRM MODIFICATIONS OR WORK ADJACENT 70 SAME> INC�UDING TEMPORARY BRACING TO WITHSTAND ALL L4ADS TO ' �.� � `� � �� '��=. �.� ° � °� � �" � � � i i a � E � G� i � � � , , ,. > ,, � . a � i � i ii ii i � ii , WHICH THE STRUCTURE MAY BE SUBJECTEQ, fNCLUDING LATERAL �OADS STOCKPI�ES OF MATERIALS AND EQUIPMENT. " " - ' 4 � , , - , SUCH BR,4 1 ' a ` ".; SMUOTH 1�" RADIUS `'; , ' < 4 a a ,> � � � � 3 � � � , , � � � C NG SHA�I. BE LEFi' IN PIACE AS LQNG AS MAY BE REQUIRED FOR SAFEfY' ANO UNTiL ALL STRUCTURAL <:;.; ;. , > ; . ; ,;. . , . ,,; ; , � � ; : U=SH�PEQ. ;GUTt3UT °° ; E ;Pi E° _ . 2 3/$x6Y2x6Ya NEOPRENE FRAMING iS IN PLACE WITH CQNNECT(QNS GOMPLEi'E AND A�L AT 5UFFICIENT STRENGTH. `;;• " :... ;:. : a ;>; , .;', . ,. .. .:..:.. . . . . .. .:.: . ..: .. .. : > ; �; �. , .P;,, > . : < >> 5 , „ > �, . � �� ` ° � �`C}R ;(E)SPRINKLER PIPE �� ° COPE BRG PAD & 7x0 -7 SHIMS < ._..� ` „. ; t, . . , . , � °„ S1 � >. ,, , ,1, p � > , �.''...:;;: �. d � ,, .,':�. '",,:: ,,. „ ; „ : ';�: .V�i� : ,,.. ., . ' ,,,.„�...: i 5. CQ N T R A C TOR SHAL� N4TIFY STRUGTURAI. ENGINEER OF ANY 08VIOUSLY DAMAGED STRUCTURE N47 NOTEp ON HE la � H I L T I S Q L T T Z `: , .,. a. ' _ ; :. ; .; ,,.,�,. . 2 ,. , a° < A S N E C Y T(? C L O S E G A P T �.,.., � , „ .� : ,�: ; �_ :, „ �., � �.,�. � , � �,;: �;� . .. �.;�= ,. . ... . �>:.. . r � ,�; , ,�;,��;�a � , DRAWINGS PRIOR TO PROCEEQlNG Wl�`H REIA�'ED OR AFFECTED CONSTRUCTION. LIKEW(SE, CON�FRACTO� SMAL� NQTIFY' W,/ 3`�'/8 EMBED �,�-� ...�::, ��;,.. , ,: ,,., , ��. �� I�IA� L,AN _ PAR � t"„� t„) STRUCTURA� ENGINEER QF` ANY QISCREPANCIES BEtWEEN THE ASSUMEQ EXISTING STRUGTURE SHOWN ON THE A�l'ER GROUT IS � r�ld- Y2�Y2x1'-5" $AR, EA SIQE OF i � : : DRAWINGS AND THAT FOUND AT THE Ct�NSTRUCTiON SITE. I N 1f s �� " kNSTAL�ED Z � DBL 7EE �EG, TACK WELDED 1 f g = 1 -p �C� � ..._I 6. ENGINEERS PRIOR APPROVAL MUST BE SECURED FOR AI.L SUBSTITUTIONS. �ky � ��2 � � 3'-04" {V.I.F.j ji �'fq.X�x1��5"(�) � � � � �� r r 7. CONTRACTOR MAY REQUEST CNAtJGES FRQM THE STRUCTURAI. DRAWINGS. 7HESE CHANGES MUST BE APPROVED BY W � 4�.:�,. �, ,� : ANO DESIGNED BY J,R. HARftIS AND COMPANY PRIOR TO SUBMITi'ING SHOP DRAWINGS. CQNTRACi'OR SHALL � � COMPENSATE J.R. NARRIS AND COMPANY FOR MAKING TH£ CHANGE. � > » i 8. CONTRACTOR SHALL SUBMIT PRODUCT �ITERATURE ANQ FABRICATIC}N DETAILS TO ENGINEER AT �EAST 1 WEEK PRIOR g.� 2X 2x1 -6 HSS2x1� 3 �y TO FABRICATIdN OR 4NSTALLATION, AS APPRQPRIATE. REPRODUCTION pF STRUCTURAL CONTRACT DRAWINGS TO CTR D $ELOW �4 �3� LOC'S �� L.�, RESUBMIT AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRQDUCED IN SUCH A MANNER WILL BE REJECTED, �E� P��E I » QUALiTY ASSURANCE 2„� THRU ROD W j NUTS & � � (Ej P�QTWN (N) HSS *� HSS4x2xY4 ,lpMg NUTS EA' END, CORE �"' 9. INSPECTION SHAL� BE PERFQRMED �t�R THE WORK INDICATED BEI.OW. ►NSRECTIQNS SHAI.L BE PERFQRMED BY 7HE ENGINEER, J.R. HARRIS AND COMFANY = ; 2Y4�f� HOLE A(�ID FIL� WlTH �E� C0� � THE CONTRAC70R SHALL NOTIFY THE ENGINEER `tHAT THE WORK IS READY FOR INSP�CTI(7N AT I,EAST 48 HOURS NEAT G�It�i�NT GRC7UT. �>, �„ � BEFQRE SUGN I�lSPEC710N IS TO OCCUR. ALL W4RK REQUIRING INSPEGTItJN SHALL REMAIN ACCESSIBLE AtVD EXPOSEQ UNTIL !T HAS BEEN OBSERVED AND IND{CATED TO BE W CONF'ORMANCE BY THE ENGINEER. THE CONTRACTOR SNAL� �fA1NTAfN JOBSITE CQPIES OF AL.� REPQRTS SUBMITfED BY THE ENGINEER. INSPECTION OF THE FQLLOWING TYf�ES OF CONS7RUGTlON IS REQUIRED: � �"'� - STRUCTURAI. STEE� ERECTION. DBL TEE SUPPORT � � SfRUCTURAL STEEL Cf�NS7RUCT10N REQUIREMENTS � � 1� 0 1' 2� � � a. . � 1, ALI. WE�dS SHALL BE 3f16" FIL�ET WE��S WHERE NO 51ZE IS PROVIDED AND AL� WE�DS SHAL� BE CONTINUOUS �� - ��-�» 4��`�� N �� a � � �� WNERE NO �ENGTN IS PRQVEt�ED. ;:�'��#�'�� Q V.I.�. = VERIFY {N F(E�D �� :� �� 2. STRUCTURAL STEEL SHA�� BE DET'AfLED, FABRlCATED, ANO ERECTEd IN AGCORDANGE WITN LATE57 PROVISIONS OF AISC *� `�'�'�`£��=�� W t� CQQE QF STANQARD PRACTICE. ��X ,�,. ,,�. �: � � ,.��-nN �!,.� ,..�� ► C,,,) p' 3, A�L WE�DERS SHALL HAVE EV{DENCE QF PASSING THE A.W.S. STANDARD QUAL(F`1CATION TESTS FOR THE WEI.DS THEY �re� (,� WIL� 8E PERFORMING. `�k .�`�..� �-��, � � � � �� .� �y � IXPANSI�N BOLT AND EPDXY ANCHOR {NSFA�LATiON REQUIREMEN'T'S .w��x _��µ� �_,�� .� LL {� 1. HOLES FOR EXPANSION ANCHORS SHAL� BE DRILLED AT A DIAMET'ER AND DEPTH SPECIFIED BY fiHE MANUFACTURER � ---- C,� USING A COARSE CUTtiNG ROCK CHISEL OR HAMMER E?RILL. CORE DRIL�S OR OTF{ER SMOOTH CUTTING DRIL�S ARE � � NOT ALLOWE�. � � � 2. HOLES SHAL� BE THOROUGHLY GLEANEO WITH A BRUSH, THEN VACUUMED OR B�OWN C�EAN WITH OIL FREE � ,,,�^ Gt�MPRESSED AIR TO REMOVE A�� RESf�UE FROM THE DRIU.iNG OPERATiON. ��`�� BRG PAD 1'-4"(t) 1'-4"(�) W � >' 3. EXPANSION BOLTS SHAI.I. BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. ---- ON SHIMS �' � Yz>cY2x1'-5" BAR NOT V.i.F, (E� BM V,I.�. W � (� SNOWN FOR GLAIRITY (E} DB� � TEE LEG _ _ _ ,J � "� 8 e � --�� (E) BM a'- � L� d . ¢,Q . � � �,•� � . Z'� �' ' ' a �. C...-� ..� . , ' ' �1 '� . � � � q. ��r n a ¢ • . � � �J STI� BAR APROX Ys" THICKER � . d d ° . Q' q � � TNAN SHIM STAGK Td C12x3f7 � � � PREVENT BRG PAD M4VEMENT, °°° � 4 4 a TACK WELDED, (2) �OC3S Q .,�a e.�-a�e'�.�`�� {E} QBL W � Z `� �r �l4'= (E) DB� . a� TEE LEG TEE LEG �,,.. 'C.� � . . A, 4 � INSTALL. EXP ,� a � 4 a ° 2"t� 1"HRU --��.- - ��-�.-¢ - NUT 8c JAMB C�} � L� BOLTS A�ER ROQ i�' � GROUT IS PLACED °° a" � 4�' ct NUT EA SIDE � � � 4 W �,,,,, �-- �: Y2x83/ax1'-4„(f) � C12x3t� Y2" GAP C12x30 W � '° 4_ 4 � 4. o � - - - - - - - - - - - - C..�. (E) CQL � � - - - - NC7 DESCRIPTIC7N DATE DR{VE (2) STEEL WEDGES TO HSS4x2>cY�. REMOVE A�L SLACK FROM SYSTEM. � ��E 5" � 1'-4"(f) INSTALL DRY-PACK GROUT IN HSS2x1 � R� � � � REMAINfNG SPACE. (APPLIES TO Y� '('*(p V.i,F. THIS LOCATION ON�Y) ��} �a�" ;�. � STIFFENER PIATE FOR DOUBLE T SUPPQRT 4 DETAIL 4► SUPPORTED END pETAIL f,� 2" THRU RQp ��otted: F�/'9/2(�15 1-1 2" = 1'-0" 1' S" 0 1' ,� r_ ,� �, ��a Q �r � » , ri �, �„ 0 1' Designed: f��J� k � / 1-1/2 = 1 0 1-1 f2 = 1 -Q Drawn; �(N�E cn��k�d: FRR ' � � � � � � � � .�UN �- � �015 � �� JRH JOB�. �737.03