HomeMy WebLinkAboutB14-0227 plans approved 6 11 � 5 18 23 29 33 36 „ „ STRU � TUF� AL GENEF� AL� N {JTE � °`°`����
PLACE BQLTS C� INSIDE HO �ES UNLESS ��`��v , ��/�,
� � � � NO VEHlCLES PERMI�fTED fN SHADED AREA j DESIGN CRCTERIA ^�,r <°R�.�'�°� ����':�
�OCATION CONFLICTS W WALL REINF C�
OF LEVEL FOUR OR LEVEL FIVE
i i i i � i ` i j�FSfGN STA DAR[�S k� `�� `���; �
QURING CONSTRUCTION OF THE REPAIRS , 3 1 . INTERNATIONAL BUILDING CODE, 2012 EDITIaN . ; � �
I � � ( � ' ( � ( I EXCEPT WHEN COMPLEI�ELY SHORED . � � 2 . ACI 318 , � UILDING CODE REQUIREMENTS FOR STRUCTURA� CONCRETE
2 " 3 " 4 " ( E) 6 " TOPPIN � 3 . AISC STEEL CONSTRUCTI01� MAhlUA� .
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� a i i 1 ENTRANCE i i i ��� � � �•`�,�t�'
j LEVEL 4 DESIGCL.l� ��� �`���NAI. ���� ,,;�"
E I � I � � I ' � � � . . . � � � . . 1 . DE1�D LOADS :
( � � � . V V , q .. �� � � � C` � � fi E� Q . <. � � ' ,g . "r� ��� t . � ' il �
� . , .�. � . �: :� : � � . . . : _ 6 TOPPING : 75 PSF
�' � . ° � � � : ( E} 10DT32 10DT32 : 65 PSF
. , � � . g � , ., . � . i . � - . . : i � .� � �, .
�'} � - ° � . . . �. - .� � � � , . �. . � � � � . : � : � . � . 2 . LIVE �OADS . h
� � .. _ � � ' ' � ° � F-{ 6d . , � �: K . �a . , . . r: . ' � ' � ' ' p .� e3g . . ' . �. ' � � � ' d . . � . ai
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� + `' � � � � t ' , � Y � . � � :��. � � � �. ta � ; , � . . � ; VAIL PUBE_IC WORKS SNOW L�ADER; 38KIPS
_ � .:... ....�.�.w �
- - ��� � , � � ^ � . � � .. � .. � " .� � � ( 30 . 4 KIPS MAX AXLE) � �' t i � o
A (� � .�.�... � ��� -� .. ._.�_ . 3 . UNIFORM SNOW �QAD : 150 PSF �r W o �
3 j4"� HOT DIP GALVANIZED � � n , : �� � - - t_L._ � �-'°� � � �
! L G THRll BQLTS ( ; � . � � � MATERIAL GRADES ,� � � a �
WH E ORITRACTOR IS WORKING � � 1 . HOT ROLLED STRUCTURAL STEEL SHALL CONFORM T4 ASTM A36 , EXCEPT AS F"QLLOWS OR AS �THERWISE � � � � "
ON THE REPAIR , THE CONTRACTOR � ' � " � � NOTED ON PLANS . � "
WILL BE IN CONTROL OF TRAFF(C w �. � , � �� � P� 3�� x � 2 , T H R U B O L T S S N A L L C C 7 N F"O R M 7 0 A S T M A 3 - � � � � O �
� C T R A S S Y C} N D T L E G �5- N {� R A S T M A 4 9 0 N A S S H O W N O N T H E D R A W I N G S c n c�
�� E.� � � L �� A B O V E R E P A I R , .=� "� ; � ��� � ` : UN �ESS NOTED 07HERWISE. `� Q ao Q
3 . E X P A N S I Q N B O L T S S H A�� B E H 4 T D I P G A L V A N I Z E D K W i K B O L T 3 B Y H I �.T I C O R P O R A 7 I Q N � � � � �, �
�� �- � �` � � . � � � � � PL 1 /2 x �, 8.75� 4 . WELDS SHALL BE MADE WiTH E70XX E�ECTRQDES . � _ �
NOT TO SCALE d-"� . � � ' � » N � 5 . PRECA5T BEARING PADS SHAL� BE "MASTICQRD " 8Y JVI INCQRPORATED . � � �" �' � °�
f ,� . � � W/ 1 /2 CHAMFER U ,� > �,
��'�, � � ' 4 ^'1YP (4� EA SIC} E � h e,.! °
_- � . � : � CONSTRUCTIQN PROVISIONS � � a �-
SINGLE STEM ,=� cv� � , .� , � � � + ,ti`� t-�- w
OF DBL TEE � �J J� � � S ! M � � 3 � '�' - ° ' ; � 1 . IN CASE �F CONFLICT BETWEEN NUTES , DET`AILS , AND PIANS TNE MOST RIGID REQUIREMENTS SHAl�L ---� "���� cn ;
. `� � ( 6) 15/ 16"td NQLES IN ST'L GOVERN UNTIL SUCH TIME AS A CLARIFICATION IS ISSUED BY THE ENGdhJEER .
`-� � � � � � � � PL TO ACCOMMODATE (3) 7/8 "�b 2 . CONTRACTQR SHA�.L VERlFY AL.� F1ELD DIMENSfONS ANQ t�TNER 1TMES THAT MAY 1MPACT TNE INSTALLTI4N
N �
j � � THRU BOLTS �TYP EA SIDE PRIOR TO FABRICATION OF A�IY STEEL. ANY DISGREPANClES SHALL BE RE€�ORTED TO ENGINEER
r a � , �.
IMMEDIATELY, �
n u �� n �i Ei u ii ii n �E u �E u u ii u a n n i� i� n iE �� ii � � � � . � . 3 . CONTRAC U �
-� T R ., HA�L PROVIDE ADEQUATE BRACING AND SHOE� ING TQ THE EXfSTlNG STRUCTURE WHERE _�_�_���_���_���� � �
�i u n �i i �i ii u u 1E �i n a n ii u i� �i u u n a i4 �i .-r�- �� � � . � 1 j4 NTYP ON REQUIRED TO PERFQRM MODIFiCATiONS aR WQRK ADJACENT TO SAME, � �
il 11 II il N II II li II if II il II II II 11 II II il II II II !1 Ik 11 r� � �} 6 ~
1 f4 � ��� Pt� C.=�'' 4. CONTRACTOR SHALL. N4TIFY STRUCTIJRA�. ENGINEER C} F ANY OBVIOUSLY DAMAGED STRUCTURE NOT NOTED �
S1 ^ � � � � , : . � 3 "( MAX) EA SIDE
� .�. � . ON THE DRAWINGS PRIQR TO PROCEEDING Wl7H RE�ATED OR AF'FECTED CONSTRUCTICIN . LIKEWISE �'"'�
_ ___�
� �'"��.
DENQTES LQCATI� N ' . � 2.7s� COIVTRACTOR SHALL NOTIFY STRUC7URAL ENGINEER OF ANY DISCREPANCIES �ETW�EN TNE ASSUMED CJ C,�
OF BEARING REPAIR - °=!�r � � A ' j � (� EXISTING STRUGTUF� E SHQWN ON THE DRAWINGS AND TNAT FOUND AT THE C(� NSTRUCTI �?N S1TE. �r
. . �-�-_ _J C�
in h� - '"` --- PL 3 4 x a.0 N 5 . ENGINEERS AP�RQVAL MllST BE SECURED FOR ALL SUBST1TUTfON� . �1 '�
� 6. REPRC?QUCTIOtti 0�' STfttJCTU�AL CONTf2ACT DRAWINGS FQ � RE- SUBMIT�f'AL AS �H(JP Dt�AWtNGS 15
s.�5 PROHIBITED .>, SNC7P DftAWINGS PROQUCED IN SUCH A MANNER WILL BE REJECTED . � {�
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; 8 .4 . CONC W f 1 /� „ CHAMFER -!
S�t,�AI.ITY A�S�t RANCE (�"�
PANE� N1YP ( 1 ) EA SIDE 1 . SPECIAL. 1NSPE�TION SHALL BE PERFOF� MED FOR THE WORK INDICAT D �`'.••/ L�'. �
E BELOW. SPECIAL WSPECTION � �..�
SHAL� BE PERFORMED IN ACCOftDANCE WITH SECTI4NS 109 AND 1744 OF THE IBC , WHERE DESIGNATED
IN THESE NOTES INSPECTIONS SFiA�L BE PERF�JEZMED BY TNE ENGINEER A QUALIFIED TESTING AGENCY
� �Mav� {�) co� c � { �� �.... ..
CORBEL TO ACCOMMODATE APPROVED BY THE BUIL.DING DEPARTMENT, & RETAINEQ BY THE OWNER SHALL PERF4RM A�L OTHER � �.1
NEW DT HANGER SPEC {AL INSPE�TION . THE SPECIAL fNSP �CTOR SHAL� FURNISH C�PIES OF A�L lNSPEGTION RESUL7S TO W „�
THE OWNER , ARGHITECT, ENGINEER , CONTRACTt� R , AND BUI �DING DEPARTMENT. ..� � �
�f � 6 9 /4 THE CONTRACTOR SHALL NOTIFY THE SPEGIAL INSPECTQR THAT THE WORK IS READY F(7R INSPECTION AT (�
EDGE OF CONC LEAST 24 HOUF�� BEFfJRE SUCM INSPECTIC} N 15 TO OCGUR. ALL 4V4RK RE UIR1N S `�-�' �
� PANEL � " � " 1 j4 � Q G PECIA� INSPECTION
g4 8 " �4 SHAL� REMAIN ACCESSIBLE AND EXPOSED U �JTI (� IT HAS BEEN OBSERVED AND INDICATED TO BE IN � �
u n u n u i � � n n n n ii u n i� i� u i� n n u n n u u �i ---_._._..� i i, CONFORMANCE BY THE SPECIAL INSPECTOR . THE C(� NTRAGTQR SHALL MAINTAIN JOBSITE COPIES OF AL�
u a u i� i� ii ii n u u n n n o �i ii n n ii ii . n u n n ii i� PL 1 1 f 2 x 8 x 0 -8 1 /4 REP�RTS SUBMI�f�f'ED BY THE SPE� IAL INSPECTOR . („t„�
II it II II II lI II ti II II II II 0 U II II II Ii II !1 il II U 11 ii U
B FIE�D VERIFY PRIOR TQ FABRICATION ' "
u ri u � u u ir �E n �i o ii n n n a u i� u ii ii o u 2 - �� 3j4" x 4 1 2 „ x 0 , _ 6„ �
i� �� ii u i a �i u �� ►� u �� �� u u a u u a ii �i u n a 1i u „ ,f SPECIA� INSPECTION t� F TNE FQl�LOWING TYPES 4F CONSTRUCTION IS REQUIRED :
u n n � � n � �i �i n n a n u u u u n n a� u u u n n u u � MASTICORQ BEARING PAD - STRl1CTURAL STEEL FABRlCATlON AND EREC710N PER TABLE 1704 . 3
1 REPAIR WITH THRU BC� LTS - EXPANSION BOLT INSTALlATiON MOLE DEPTH , DIAMEf'ER, AN � HaR TORQUE
I I �'j j 1 1 j2 " = 1 ' - 0 " 2 . STRUCTURAL OBSERVATIaN SHAL� BE PERFORMED BY J . R . NARRlS AND COMPANY IN ACCOk� DANCE WITH
SECTIONS 1709 C?F TNE WTERNATI4NA� BUII.DING CODE FOR THE F(7 �LQWING BUI �DING ELEMEhITS: STEEL
ERECTION �
I��I� - STRUCTURAL STEE� INSTA�LATION
� � � �� � �� � �� � T � �....
�� rv `1 THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF 7HE REC�RD 48 H� UR NOTICE T4 SCHEDULE �
IIII� APPROPRIATE SITE VISITS FOR STRUCTURAL UBSERVATION . "�
� f � 6 '�= � � �' � STRt�GT�I A� �T� 1�,.�0�.�T��)GTION REQl11REMENTS � L"'"'"'
1 . ALL WELQS �HA�L BE 3j16 " FlLLET WELDS WHERE N4 SIZE I � PRQVIDED , AND AI�L WELDS SNAL� BE �� �' Q
C(?NTINUQUS WHERE NO LENGTH IS PROVI � ED , CJ�._ �
2 . STRUCTURA� STEEI� � HAL.L BE DETAILED , FABRICATEC7 , AND ERECTED IN AGGORDANCE WITN LATES7 ��... '�C
PLACE BOLTS @ "INSCDE" HOLES UNLESS PRUVISIONS C� F AISC CODE OF STANDARD PRACTIGE .
�OCATI �N GONFLIGTS Wj WA�� REINF 3 . ALL WE�DERS ' SNAI.�. HAVE EVIDEN �E OF I'ASSING THE A.W. S , STANDARD QUALIFICATION TESTS FOR THE �
WELDS THEY WI �L BE PERFORMING . �� O
4. ALL GR40VE AND BU1�' WELDS � HALL BE FUL� PENETRATlON WELDS AND SHA�L DEVELOP THE FULL L� (' � -�
���..a/
�� STRENGTH OF' THE WEAKEft MEMBER . �+..J O
� GAP UARIES � NOTiFY ENGINEER 5 , ALL WELDS EXPOSED TO VIEW SHALL. BE CLEANED , GRC?UND SM40TH AND PAIFJTED .
� � � .> >� -�"'"'�� IF GAP EXCEEDS 3 "
,> » i „ �
4 3 2 { E} 6 " TOPPING 3 EXPANSION BOLT AN � EPC??(.Y���TALi�7141� R QUIKE�lYiENfiS � r"'""" �1
DRILL ( 6) 7/8 "� NC7LES PERPENDICULAR TO K �
PANE�� HOLE LOCATION CRITICAL @ ! NS@E 1 . HaLES SHALL BE DRILLEQ AT A DIAMETER AND QEPTN SPECIFIED BY THE MANU �ACTURER USING A L� � � '<C
�EVEL 5 FACE OF PANEL�ADJUST HQ �E �OCATION AS COAftSE CUTfING ROCK CHISE� OR HAMMER DRiLL. CORE DRI ��S OR OTHER SMQ47H CU'I"fl �lG DRILLS `�,,.
- �.�- . � , � � � � � � , . � , `�` -�-'� , � � -�--
' . � � ; � � , � , � & � : .� , ��,.� � � � , � ' � � CONC WALL PANE� � �� . � � � � ,� " . , -�� REQD TO MISS WAL.L REINF ARE NQT ALL.OWED . � � �--
� p ` . ; • r � , . � � . . .� ` � � � ., � # a � : . • �;� � •` �� �. {E} 10DT32 (EXT WA�L PANEL � , � ; � . � (EXP BOLTS C� SIM} 2 . HO�ES SHAL� BE TH4ROUGHLY C�EANED WITH A BRUSH THEN VACUUMEQ OR B �OWN CLEAN WlTH OIL �
� � , '� � " � ° � ". . k. •• � � ' ' '•� • � . . . • '4 ' , � • . � • ' ` , �, � ; . . ' "�,
. � , . � � � � � -� � ' . " . . �•� � � . . . � . @ SIM} � . $ . � " � . . LEVEL 4 FREE GOMPRESSED AIR TO REMQVE AL� RESIDUE FRC1M THE QRIL�1NG QPERATION . ./ � L�
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'`�' PL 1 j2 x 12 x 1 6 � � � � � LL_. ( n
, . » � , : � . � � , � �. •�,�"� °.� �'��_,�.�� • ` ::.�.:.�
� r- , . k . ,� . , I : $.75 . . , , , ,� ('''�` �,,J
�--acv � . . � . ,� DRIL� AS RE D TO , � . _. . .. . . �
n �. . . . .� . . , PL 1 /2 x . � � „ . . . . . g . � , � 1 . EXISTING SHORING AT bOUBL.E TEES TO REMAIN IN PLACE UNTIL BEARfNG REPAIR IS CQMPLEl"ED . LJ..�
�cv � ( E) 10DT32 W/ (�'� �
�,�..� , • � ,. N � ACCOMMQDATE AGTUAL LOC � � ' � �. � ' � . 2� ' 6 „ C4NC � . � ��4VE PART OR AL� OF EXISTING CONCRETE BFARIN� LEDGE TO ALLOW INSTA�.l.ATiON OF STEEL �,r.��
- � . . � ' : w� � �2 ,, CNAM �ER >, . .. � , �. ,; . TOPPING �''[� h-
� � OF {3) 7/8 � HOLES , � � `� SUPPORT. o- DE�IOLITION � F �EDG� SHA�� BE D� NE CAREFUL�Y SO AS TO AVOlC� ANY DAMAGE TO THE - �, �
� . . � �iYF' (6) EA 51DE ) , . � � , � � " . . �� „ �• , ('�
�ca `" a;'� � : � � , . � �-�- � (NOT C� SIM :� , . �4 ,, � . - - . � . [ 12 THICKNESS OF THE EXISTCNG WA�� PANEL.S. CUT OFF ANY PRC}TRUDING REINFORCING CLEANLY fi,ND �-+--
,�cy c� � � � � 2.7�" ' , . , .. . . � � PATCN SURFACE TO PRC�VIDE A UNIFORM FIAT SURFACE BEHIND THE STEE� SUPPORT. pNY DAMAGE TO �,� � /'''� O
� � � ; THE EXISTING WALL SHAl�L BE REPAIRED UNDER THE SUPERVISION OF THE STRUCTURA� ENGINEER . �J 1 �
�- . . � _ � . � �
.� � � . � . � �� � PL 3j4 x �, � N ��_e__ ��._-- � 3 . INSTALL TNE BEARING PAD AND STEEL SUPPflRT A5SEMB�Y TIGN7 T{� B4TTOM (� F DT LEG . APPLY A � � l_t._
SUFFICIENT JACK � NG FORCE TQ UNaERSIDE OF BRG P� Ta CflMPRE5S BRG ('AD RN (� RELIEVE SHORING . ��...
p �N � � � , � . a.75 �-- . ��1--�-�# � MARK HOLE LC�CATiONS ON WAL.L. REMOVE ASSEMBLY, IF REQUIRED , AND DRILL HO �ES .
t,� .� � . � � � �� a . � . • : . � :
i�- ��� u � . . �� 1 Q � 3 16 "� HOLES IN STL PL � � � : . � :�
{ ) f . ° ,� . . ' 4, WHERE THE BEARING LEDGE F�AILURE(S) NAS RESUL.TED IN A NET D�WNWARD DISPLACEM �NT THE � �
I _ � � . � � : . � �, PATCN SPALLS . =�--�------�_�._ � ,
.� � � : I , � • . � TO ACGQMMOQATE (4} 3f4 � FROM DRfLLING --------�----�- ` NOTE: PAINT AL� STEEL SURFACES (�QUBLE TEE IS TO BE RAISED TO WITHfN 1 f 16 INCH OF ITS URIGINAL POSITION F4R SUPPaRT BY TNE �'''�+''
c.� ,,�� •=c� � � . � : EXP SOLT W f 5 " EMBED ( NOT 4 SIM} � r : " , . 7 � � � � PRItJR TQ lNSTALLATION NEW STEEI� SUPP(7RT. ,� Ll..
� ,� � • ., � :, �TYP EA SIOE ��� : . � . � k ., • � . .. �. , RE: DTL 1 FOR 5 . F�ATCH SPALLS ON QUTSIDE FACE C1F PANEL AS REQUIRED . BLEND COLCR AND TEXTURE OF CONCRETE
" � �. --��-= =-- -__� � � THRU BOLT & BRACKEi" PATCH W/ SURRQUNDING CONC . � �-�-�-
�� :- � � .�, � : �, . �. � �� M _ _-__�___¢�_ � { DTL 2 FOR EXP BOLT . r,�J� 6 . REPAIR ALL UNUS�D HOL.ES AFTER DRI �LING WAI�L. ���
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