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HomeMy WebLinkAboutB14-0390 plans approved STRUCTURAL GENERAL NOTES � 7 � 8 3 � g 4 2 Q DES�GN CRIIERW S 1 S 1 o�sl�t� �TBPL���, �-� � � �, , ,� , „ � ,' . 27 -0 27 - 0 27 - 0 1 . INTERNATIONAL BUI�D�NG C4DE> 20Q9 EDiT10N. . F `�+�'� "�N ' � 2. ACI 318- 11 , BUILDING CODE REQUIREMENTS FOR STRUCTURA� CONCREfE � �'`'�� ,.�Q, , r *e'`'., ``�� � E� C&G ( E� CATCH BASIN 3. AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION , ZQ10. � ,; �..• �,, � � � i 4. ASCE 7- 1 Q, MINIMUM RESIGN �OADS FOR BUILDINGS AND OTHER STRUGTURES �w : � � . � I �j' &E> GU1T R j� SIG LQADING � E•,�� � °"`, ( J *. � I 1 . QEAD �OApS: � °, �� ,, ,. �� _ _ � _ _ _ _ . �� _ _ _ _ _ _ -a-- _ i _ _ - - --�- - - - - _ _ � N C ,p � M H C4VER 10D O�PING; 65 PSF ��r��+�•.••• •*����! � I Rp,M 97 8 2. �IVE l.OADS: VAI� PUB�IC WORKS DEPT SN�W LOADER: 38 KIP ' �` � � � � � i (30.4 KIP AX�E L4AD) h ! � � r ORAIN INVERT ��-r � I I I ( E) SIDEWA�K ,,/ ' g � ' - p " MATERIAL. GRADES (f� Uy °' 0 . GL' �, co � � � � � � p�p'�� r PIPE TO ENTER ( E� ,���,-PLACE GQNCRETE "�"�" � W � � � - - --�--- - - � .�� ��P� - _ --9-- - - _ - --;�--- - - 4��'� � � CATCH BASIN AT NEW 1 . CQNCRETE 5HAL.L BE NORMA� WEIGHT CQNCREi'E iNI7H IYPE 1/(I CEMENT CONFQRMING TO ASTM C15Q ANO AGGREGATE � � Z � � Q , i s � � � pi`1'� y,/' � HOLE. GROUT OUTSIDE 0� CONFORMING TO ASTM C33. CONCREi'E SHAL� 8E MIXED, PROPORTiONED, CONVEYED, AND PLACED IN ACGORDANCE �y ,� � � ,� � �N WITH ACh301 AND IBC SECTION 1905. MIX DE5IGNS SHALL CONFORM 7Q THE �QLLOW{NG REQUIREMENTS: t� � N `"' t � t � STONE WALL � �Q�c• r "�� �t PIPE T� fNSIDE OF HOLE. !.L Z t„ �o , . , .,� � �� Q r ,/� °'-- 4 � PVC �S4LID� 28 DAY MAXIMUM MfN CEMEN7 � W � o � ; REMQVE & REPLACE i � ` � � � 4 � LOCATION STRENGTH WfC RATIO PER Gy (�) SLUMP (IN) � A1R � J cna � � , _ � I I ( ,. � I� z � o 5LA8 ON - GRADE > � COI.UMN � Q ¢ o i i i i COORDINATE WITH AND C? BTAIN APPROVAL � F 5,000 0.4C� 575 3-5 0 � ...t � � AT SI-fADED AREA � � '�� ENCASEMENT � �' � UNDERDRAIN � �. / T�WN OF VAIL FOR SPECIFIC Lt�CATION FOR � � °v o ( _ _ _ _ _ _ E SYSTEM � p • ������� $�'� C° �p� �' TRENCHING IN (E) LANDSCAPED AREA. jTOPPING 4��Qa a,4s soo 3-� 5-� • � t- � � �o � 4"� PVG PIPE ( c��,. �, ./'� U � w ,..., � ( PERFORATED} � CLAMP SOLVENT-WELD � ' � � � „ Q � f �,�'" 2. REINFORClNG BARS SHAL� �E ASTM A615-GRADE 60, UhJLESS NOTED OTHERWISE. CY_ r M ` � � � , w - � � � � ;� �z �, I DRAIN INVERT ' ` � PVC MEMBRANE TO �, � 3, REINFdRCING BARS TNAT ARE TO BE F1EL[7 BENT OR WELDED SHAL.L BE ASTM A706-GRADE 6Q. i � �" � � 3 � � � � � t� NON - PER� F�IPE f 4. EPDXY COATING ON REINFORCING BARS SHALL GQNFORM TO A57M A775. � � cW.� � t 5. CONCREfE TOPPING PATCH MATERIA�: SIKAQUIK 1000 OR APPR�JVED EQUIVALENT, EXTEND Wj CL�i4N PEA GRAVE� AS °> ('� ��,; : �, ��� �I� ' � ��u � x�� �, c�� SLOPE 1 % ( t � �,r' NECESSARY, EXCEPT NO PEA GRAVEL UNbER BASE P(ATES. T.�.v✓ � tf°�� � °��t ��� 4(tir��r� �' ��11�yy�rZ���F� °�aYe � 10Q -0 �"° ����'�����e w� ����� � � `"t � ��� � 4°,4� PVC PIPE PERF� RATED � sTRUGTURAt_ �1EE� � /� ,� _ ___�_ _ _ � _.�' i a i i i � i i � i i i i i i � �., i i oo � ; i -t �..� 1 1 . H4T RO��ED STRUCTURAL S7EEL SNA�I. CON�ORM TU ASTM A36, EXCEPT AS FOLLOWS OR AS Q7NERWISE NOTEp ON V ! , ��.� , , .« � t . ,�,.;, \,1 PI.ANS. � �,r � � � � � � REMOVE 8c REPLACE � � � E r� � � �- i � +t�� � (oa i � ca � E i 2. TUBULAR STRUCTURAI. STEE� SECTIONS �HA�� CON�'aRM TQ ASTM A500, GRADE 8. ,5••• I I 3 I I i I I f QI I_ QI t O! � �- I ! �- i E 1 ! � � � � � i CflNC TQPPING ,- � i� ( .- � i � �-°� � � ( ( o r � � � � � � � i + s < < i 2 i � i r � � A i i i � i 3. B{7LTS SNAIG CONF'ORM 70 ASTM A325-N Oa AS7M A49a- N AS SH4WN ON THE DRAWINGS UNLESS NQ7ED � � � c � � � C� SHADED AREA , i � OTHERWI5E. � II E ! il ! 1 EI I ! # I � � IiN li d6 .- 11 II I 1 { � � � � 3 � � r � � � t � ' • t � � • � � ;/ • 4 �:. �. . v �.. _ _�i ±� _ .� _ � !{�. � � 4. WELDS SHALL BE MADE WITN E70XX ELECTRODES. a 1 o i i 3 � � t i t i � � i i N- � i � _ _ j�-- _ _ �, � _ _ � _ ___ 5. RODS SHAL� BE ASTM A193 GR. B7. NUTS FOR RODS SNALL BE ASTM A194 Gft. 67. � � 11 II If E ! II I ( ! I 3 ! � ii iI 1 fi { 1 li � EI i � ie � i ii � i � � it 3i � � i i � lYP { � ia xi � - B . � �. Ii li il € 1 ii ( I { i 11 � ( I II II ' II ff 11 il 1i II Ii I1 II Ii Ei li f ( il dE � 4I li �� ! I E ! I fl " " ! I ! ! } ! �+�� oi � i i � Ei a � � � ii fi i � i � i � � i � r = CMU WALL BEL4W � i � i � i � � JTS ( N � i i � € i � i i r � � i � � i i � i i ti i i i a � E � � � � � i � i � i i i 1 . EPDXY SHA�� CONFORM TQ ASTM C-881 , TYPE IV, GRADE 2 W17H CLASS SUlTABLE FOR ENVIRONMENTA� Cf�NDITIUNS. ,,,/r� TOPPING i � # � � i � { ° � � � 1 � i � � � I � � E � I � � � � � � � � � ACCEPTABLE EPDXIES FOR INSTA�I.ING THREADED STEE� R4DS INTO EXISTING CONGREiE ARE: "�� � � i � i ti ii � � � a � � si � i ii � i � i � � t � JQINT BTWN TEE o � ii i � � � � � i � i t r � i i � � 1 � � � i i i i i � � ° � s � a E F(ANGES (TYP � C � � � � PE1000+ BY POWERS FASTENERS � II if If II II 13 iI il II II II II II 1 ! li \ � 1 [ II IE Ei ii Ef ii if ia � i i � ai � � ii � � � � i � ie si i � ik � � ii i � HIT- RE 500-SD BY NILTI CORPQRATION C� t � � � � � � � � � � � � � ° � 41 � r � � � � � � � � i � � � � � f � i � � � � SET-XP BY SIMRSON STRONG-TI� � -�' EI II Ik 11 i ! Ii II Ii ii i ( II � iI il � 1 ! ! I ' 31 { i i ! � Ei � � 9 � r � � { i { � , i , i � { � ii � � , i i � � , Jt�CN1' W CaNC „ , � „ ,�FARING PADS fl ! i li II i ! II II ! i II il II � I ! li � 1i 1 ! il II � 4 s f i � E 3 i i � i � � � i € i i � i i i i � r i i i � � TQ�' P� �� ��P� i i � � i E B ' 2 1 . A�L NEW BEARCNG PAQS SHALL BE MASTICORD RADS MFD BY JVI, SIZE & 7HICKNESS AS PER TNESE DRAWINGS. � ' I3 dI If 11 II II � 11 ll � iI ! 1 II iE 11 fl Ik � ( I i ! € t li ii II II I ( dl II fl I { il iE ! 1 II 1 ! Ii Il II 1 E4 3 ( II ii II IS II 11 ! I II II � Ii ( I , II li II II i1 i1 If ���g� � _1 # I ! { kl ! I Ii I ; EI il ll If 11 II { I I ! 11 II 31 tI I # I ) � � � i � 1 i � i i � � i � � i i � i i � i i i � � � � a � � t i � i i i � i � i a i a � 1 . 40 MIL PVC MEMBRANE. AL� SEAMS TO BE SQ�VENT-WELDEQ. i ! ! I ! i II iI Il II II II II 11 41 fl It II li II ii I1 II � 1E It li ( I I ! I ! ! 1 II 11 MI il � I1 I ! � I ! { f II I ! II li I ! �� � i ! ( I ! i ; i ll I ; ! I II II ! I II ! i 1 ! II II II II 1 ( i3 11 � �� - -� r - - - - -rr - - - -rr- - - - - -rr - -r - -rr - - - - -rr - - - � r - - - - -rr E � i � i i � M � i i � i � i x i i i i � i � � i � 1 . PVC PIPE CONFORMING TO ASTM D3034� TYPE PSM , SDR26, MIN. WAL� THICKhJESS Q. 162 . � - -i- i- - - - - -i- 6- - - - -�- 4- - - - - + I- - -�- - -l- 1- - - - - -l- r - - - -I- I- - - - - -k- I- ; i I I f i i I i i I i I � I I I i I 1 I 1 I 1 � � "' `~�J /� � DBL TEE DBL TEE DB� TEE DB� TEE DBL TEE CONSTRUCTION PRQYISIONS ��:�,. � - �EVE� 5 W �C SING�E TEE .� � .� � � Q GENERA� GQN�'!?UGTIdj�„p�Q SION � � 1 . ALL DIMENSIONS ON STRIJCTURAL DRAWINGS �HAL� BE F'IELD VERIFIED. A�IY Dl5CREP�NCIES SHA�L B� REPCtRTED Tf1 ^- -- THE ENGINEER IMMED(ATELY. � �I PARTIAL PLAN: LIEVEL 4 t i 2, IN CASE OF CONFLICT 8EiWEEN NOTES, pEf'AILS, AND PtANS THE MO5T RIGID REQUlREMENTS SNALL GflVERN UNTi� � t SU�N TIME AS A CIARIFICATIQN IS ISSUEd BY THE ENGlNEER. �i � � 1 �$ " = 1 ' - Q " 1 �,!____,j 3. 7HE REQUIREMEN7S OF THE LATE5T EDI7CON OF TH� OSHA CUNSTRUCTION STANDARDS SHAL.L BE FO��OWED BY ALI� � S 1 CONTRACTORS, FABRICATORS, AND SUPPLIERS. � 4. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SNORIN� TO THE EXlSTING STRUCTURE WHERE REQUIRED TO � PERF4RM MODIFICATIONS OR WORK ADJACEN? TO SAME, INC�UDING TEMPORARY BRACING TO WITHSTAND AL� LOADS TO � WHICH 7HE STRUCTURE MAY BE SUBJECTED, iNCLUDfNG (ATERA� �OADS, ST(?CKPILES OF MATERIA�S, ANQ EQUIPMENT. 5UCH BRACING SHAI.I. 8E LEFf IN PLACE AS �ONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL ALL STRUCTURAL �EVEL 4 FRAMING 15 1N PtACE WITH CONNECTION� CC�MPLEfE AND ALL AT SUFFICIENT STRENG7H. � 5. CONTRACTQR SHAL� NOTIFY STRUCTURAL ENGINEER OF ANY OBVIOUSLY DAMAGED STRUCTURE NOT N07EQ 4N THE 2 � 21 DRAWINGS PRIOR TO PROCEEDING WlTH RElATEO QR AFFECTED CONSTRUCTCON, LIKEWISE, CONTRACTOR SHALL NQTIFY STRUCTURAI. ENGINEER OF ANY DISCREPANCIES BEfWEEN 7HE ASSUMED EXISTING STRUCTURE 5HOWN 4N THE � � � � 2 �} DRAWINGS AND THAT FOUNQ AT THE CQNSTRtJC710N SiTE. 6 . ENGINEERS PRIOR APPRC1VAl. MUST BE 5ECUREO FOR ALL SUBSTITUTIUNS. �� � _� �} 27= _ �» � i � 7. CONTRAGTQR MAY REQUEST GHANGES FROM THE STRUCTURAL DRAWINGS. THESE CHANGES MUST BE APPRQVED BY � �2 AND DESIGNEd BY J .R. HARRIS AND COMPANY PRIOR TO SUBMITTING SH�P DRAWINGS. CONTRACTOR SHALL � � j COMPENSATE J .R. HARRIS AND CQMPANY FqR MAKING THE CNANGE. � � '''--'� 8. CONTRACTOR SHALL SUBMIT FRODUCT LfTERATURE AND FABRICATIaN DETAIL5 TO ENGINEER AT LEAST 2 WEEKS PRfQR �--� � ( TO FABRIGATIQN QR INSfiAI.IATlON, A5 APPROP'RIA7E. REPRQDUCTION UF STRUCTURAL CONTRAGT DRAWINGS TO � � � RESUBMIT AS SNOP DRAWINGS IS PROHIBITED. SMQP DRAWINGS PRODUCED lN SUCH A MANNER W1LL. BE REJECT£D, � � � ' LEVEL 3 t�ua�.rrY ass�JRg�cE W � 1 . SPECIAL INSPEGTION SHALL. BE PERFORP�ED FQR THE W4RK INDICATED BE�.OW, SPECIAL INSPECTION SHALL BE PERfORMED IN ACCORpANCE WITH SECTIQt�S 109 AND 1704 OF THE IBC. WHERE DESIGNATED IN THESE NOTES, � 2 �'�' 1NSPECTIONS SHALL BE PERFORMEQ BY TNE ENGINEER. A QUALIFIED TESTIN� AGENCY APPROVED BY THE BUILQING � �� 53 ;;, DEPARTMEN7, 8c REfAINED BY THE bWNER SNA�� PERFORM ALL OTHER SPECIAI. INSPEGTION. THE SPECIAL INSPECTOR � � „�" ?�� SHALL FURNISH COPIES OF AL� 1NSPECTION RESU�.TS TO THE OWNER, ENGINEER, CONTRACTOR, AND BUII.DING I� � DRAIN LEVEL �4 w � �' �:;Y DEPARTMENT. � � � . • . �- � , .�. . .• . . .n . h : :� .� , . .. . .. f ;:•. .•ti . ..� ,. Y� . f. : . . `� THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPEGTOR THAT TNE WQRK IS READY FOR 1NSPECTIt?N AT �.EAST 24 HOURS I= C� .°�" t I { ' }, u �: . BEFpRE SUCH INSPECTI4N IS TO OCCUR. A�� WORK REQUlRING SPECIAL INSPECT{ON SHA�I. REMAIN AGCESSIBLE AND � � i� U -� EXPOSED UNTIL IT MAS BEEN OBSERVED AND INDICATEQ TO BE IN GONFORMANCE BY THE SPECIAL INSPECTQR. THE � � � � 103 ( 104 � 9 05 106 107 108 CONTRACTOR SHALL MAINTAIN JOBSITE COPIES OF AI.L REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. � -- '� NQTE 1 . �'''"'� ,� .._ � �.� R8CR CMU AS NEC'Y FQR �E1/EL 2 SPECIAI. INSPECTION OF THE FO��OWING TYPES OF CONSTRUCTION IS REQUIRED: �.�.r/ � � � .� CMU ( NS�ALLATION OF STEE� - STRUCTUftAI. STEEL �ABRICATIdN AND ERECTIQN PER TAB�E 1704.3 � � LEVE� 3 . REPAIR AT STTEM 105 � � - CONCREfE CONSTRUCTION PER TABLE 1704.4 � -- . . . . .: . �.:, .. ...,, � .�. . .. . ... , . ,_ ..,. ..�.., .. w .:. .: � : ..�. .:, . ,• .::.. . .: : > ,,,..r ., ;..... .__ v .. , .. :p : ,. � ., . � �.,:e :..,.. . : �._ .. , ,., .. •,- . . : .._ :. . _ . ._ , a ... . .., - S01� CONDITIONS, FILL PLA�EMENT, AND DENSITY PER TABl.E 1704,7 � � C� - EPDXY DQWE� INSTAI.LATION PER MANUFAGTURER � 2. STRUCTURAI. OBSERVATION SHALI. BE PERF`ORMEO BY J .R. HAf2RIS AND CC7MPANY IN ACCORaANCE WfTH S£GTIQNS � � � 1709 OF THE INTERNA710NAL BUI�DING CODE FOR' 7HE �OLLOWING BUiLD1NG ELEMENTS: � � W � - STEEL ERECTION � 2 SECTIaN �2 �. ....� - CONCREfE CONSTRUCTi4N � �. Q S I � jp �f _ � t ° (� » ; • ! Z � ��� THE GONTRACTOR SHAI.L PROV@E THE ENGINEER OF THE REC4RD A MINIMUM OF 48 HOUR NOTICE TO SCHEDUI.E � O � �TE� �! �EVEL 1 APPRQPRIATE SITE VISITS F4R STRUCTURAI. OBSERVATION. ' r � �� L� 1 . REPAIR SPAL� BY CHIPPING AWAY C4NCREfE TQ EXPOSE W � �-�- REBAR SANDBLAST REBAR CLEAN , COAT REBAR Wf ,�-�►-�T?'-IN-PL�,CE CONGREiF,,,s; �'?�?i�c_' 1 , S?I� �T1S2�1 Pi20V'1�1(�Nfi .�...i APPROVED CORROSfCJN INNIBITOR, PATCH Wj APPR4VED 1 . CONCREfE SHAL� BE PRQPORTIONED, MIXED, Gt?NVEYED, ANQ PLACED !N ACCORRANCE WITH ACI 301 , AND IBC � � K E � P � A N SECTION 1905. � MATERIAL. 2. CONCRETE PROTECTIqN FOR REINFORCEMENT tCOVER) SHAL� BE A5 FOLLOWS: "'�'�► r�= � �' ' � , � CONCREfE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" t. h > ;z � .. , � � � � � ; ° � � +; �.rt. ,•'-J ,r 53` P 1 -...,� ., ac '� fiMa �,-:._.. CONCREfE EXPOSED TO FARTH OR WEAfiHER {#5 AND SMALL.ER): 1 .5" � � � � ,� - � CONCREi'E EXPOSED TO EARTH OR V+lEAfiHER (�6 AND (ARGER): 2" ' ; ` � ` " `-�� �. ``'. ��� `'�'' ; ;� CONCREI'E NOT EXPqSEO T4 EARTH OR WEATNER: -� ; s �..�- � � SLABS, WALLS, AND JOISTS (# 11 AND SMALLER) : 0.75" � ° ° . - v �_ _ . , ���-� w � � ._. � m, � � � w . BEAMS AND COLUMNS; � •�" ' �° � y ', �NO DESCRIPTIQN DATE ,�' '� � � � '_ � �` \ � �P - 3 SIM 3. DETAIL BARS IN ACCQRpANCE WITH THE LATEST ED1710NS OF ACI 315 A�lD AC1 318 � � � � _ ^ �"" � "' -" 1 F4R �ONSfRUCTiON to/a/2or4 � S3 / '� s� 4. NO SPLICES 4F REINFQR�EMENT SHALL BE MADE AND NO WELDING TO REINFQRCING "S�ALL BE F'ERMil"fED EXCEPT AS ( DEl'AILED QR AUTMORIZEb BY THE STRUCTURAL ENGIhJEER. lAP SPUCES, WHERE PERMII�f'ED, SHALI. BE A MINlMUM OF � ' � ;: 40 BAR DIAMEfERS. WIRE FABRIG REINFORCEMEN`f MUST tAP ONE FULI� MESN PLUS 2'" AT SIp� AND ENO LAPSy BUT LEVEL 4 Y; I NOT LESS THAN 6", AND SHALL BE WIRED Tfl�EtHER. MAKE ALL BARS CONTINUOUS AROUNd GORNERS OR PRUVlC7E � � �Q _ � � '� LEVEL 4 CQRNER BARS OF EQUA� SIZE AND SPACING. � . ,: .. , ..�....:.. . . .. : . � ..�, :�,. , , , ,;. . ,> : . y . < . . :r •. .., 'y ' . /iY •� ....r•«: .:.}. +n :.. .sl� � - t ..: .n .. . :P?• •i'.: . °. 5. PRdVIDE A�l. ACCESSORIES NECESSARY TO SUPPORT f2EINFqRC1NG BARS AT POSITIpNS SHOWN UN TNE PLANS. � ., ._, .>. , <.: . , , � ; _ � :. � . ,- . .• ` . :.. . . ,.; . ` .. . . . � . .. . , . � , � ' � 6. ALL CONCRETE SHALL BE CONSOLIDATEd BY VIBRATit}N. SPADING, OR RODDING S� THAT CONGRETE COMPLECELY ..,;: ;. .h .:•+ �.,'.. . o } SURROIJNDS REINFORCING AND EMBEDQED Il'EMS WfTHOUT SEGREGATION . ii � ��.._ � .,._ >� � ._ _. _ _.. 1 ♦ /� � iatt�a : 1 C}j9/2C} 14 „ � � ��I�Bf.��[EEI. C�N�?'!?UGTiON REQUIRE1�,,g,N1'S Desic� ned : F�{ � �� ,. : 1 . AL� WELDS SHAU. BE 3J16" FIL�ET WE�DS WHERE N4 SIZE IS PROVIDED AND AL,L WELDS SNAL.L �E CONTINUC�US Drawn . �ll/� E `~�° =^ ' WFIERE NQ ��NGTH IS PROVfDED. ����` 3 '� LEVEL 3 2• STRUCTURA� STEE� SHALL BE DEfAI�ED, FABRICATED, AND ERECTED IN ACCORDANGE WITN I.ATEST PROVISI�NS QF AISC �hecked : FRR { �� ' CODE OF STANDARD PRACTCCE. . z< . ..�., ..� ,.-•: �,� :.>.�. .,>.. . :,�.: _. 3. A�� WELDERS �HA�L HAVE EVIDENCE 4F PASSING THE A,W.S. S7ANDARD QUA�IFGGATION T�STS FOR THE WE�QS 7HEY � WILL BE PERFQRMING. '� �� 4. ALL GROOVE AND BUTT WELDS SHALL BE FULL PENEfRA71tJN WELDS AND SHALL DEVE�OP THE FULL STRENGTH 0� �� r THE WEAKER MEMBER. <; D(PAN410N BOL� /{ND EPDXY ANGHOR INS'f'�ATION ��`(Zl1jRF,�,Ej� � 1 . HOLES SHAI.L 6E DRILLED AT A �(AMETER AND DERTH SPECIFIED BY THE MANUFACTURER USlNG A COARSE CU1T(NG � ROCK CHISEL OR HAMMER DRIL�. CORE DRILLS OR OTM�R SM40TH GUTTING DRiLLS ARE NOT AI.LOWEd. � �S SECTIC}N '4 SECTIUN 2. HdLES SHALL BE THOROUGH�Y CLEANED WITH A BRUSN, THEN VAGUUMED OR BI.OWN C�EAN WITH OIL FREE ,� .� � �� �, ^ fi , .._, Qt� � .� � j8 „ _ 1 = - � '� COMPRESSED AIR TO REMOVE ALL RESIDUE FROM THE DRIL�ING OPERATION . 3, EXPANSION BOLTS SHALi� BE INSTAL�ED PER MANUFACTURERS REGOMMENDATIONS, 4. N071FY ENGINEER TO INSPEGT HOLES FOR DEPTN , DIAME�"ER, AND CLEANLINESS PRIOR TO TNE PIACEMENT OF EPDXY. JRH JOB# : 2737 , 02 3 .r.. s 2 ^,r,-,---------- 2 � 21 � . .. o" �4 . ' ' . . . . �a ^ � r ^ � or �f�.f,*"+'��• . t � e , +* . d. - . L � e�,.. � Q a . d °✓ �; S ' ; p 4 � a 4' a a {�> Ci� ��.. C.�L � ''' `..t.' , �C�3 4 a 4 , ,_ o . THOROUGHLY CLEAN ALL i � � c� . � : CHIP � �JT ( E) CONC AS REQ ' D TO {�) �� VERT SPCD e ,,q 4 4 a , a SURFACES OF REPAIR AREA �� � ; .�5-� B E A B I.E T O C L E A N C O R R O S I O N O F F �EN �Y AROUND COL p : a , d PRIOR TO CASTING CONC I � � : � �`.�� �6 � 4 " r a b . . ,- - - - - - - - - - - - - -� �� • ENCASEMENT (E) G0 � TIES REINF STL ( QISCARD ( E) ST� ANG�ES) . � � .., o, � - 4 42 "� CONC ENCASEMENT ���'� o. GH1P CONC 70 SOUNQ CONC ELSWHERE. ° ° t r .._. _ _ _ _ _ _ _. . �a SLOP TOP F C . E SUR A E DN �"` �. . � � . � � . � i I � '� I � � . 4 � � � � ° � � ° � C�} 1 IN 1 � S�aPE � � ii i � � i ii ii i � � 4 i � ii � i � a i � � - �_ a.}�;� . r - -_. . � _ _ _ _ _ c- - - - � e � � ! i I . � = i ! fi i i i i I i { I i 1 1 ! i i I ! I i i I I I f I 1 � � 1 � Q ° v E I I ° a I i � Z 1I I ! 1I ii 1I ii Ii II ! 1 fI I ! IR I � Y � I � q' a , �s R 1 � � Ii II Ii 11 11 II II II Vi II II I ! ( E) C0� REfNF : if <C i i � 2 CL � � - � i � � � � � ii � E i � � � i � i � ii Ei G � r. I � � � ! ! � �a ' � J I � � � - �' ' �Q ' 1 � `— II II II fl 3 } i ! II li Ii ! I I1 li � u u � a � � a � � . 1 i � � i � T. O. REPAIR ii i3 ii � i � � i � � i � � � � Qi Ei Fi � C(�EAN CQRROSIUN FROM E � � d d q d i i °a a r _ � _� � _ � 1 ii ii � i ii ar iE ai � i i � ii � � s � � � t i i i PATCH C� C0 � iE � � ii � i � � it ii a � � � � i € i � � � � ALL REINF STL TO BRIGNT � a a � � a a . a Q ° a r � � � � � � � � � G < < � � a � � 1 � � � � � � �,,,...� �" �' o � cs� MTL. DC} NOT EXPOSE TIES � � ° { � ° � i � i i > > � � o iE EE is � � i � ai � i 3r w o � a� � � ° a . ° � i i � i � i � ii � s ic � � Ee ii i � 0a E � � E r'�/ � p �r �., MQRE THAN REQ ' D � s � SAW— CUT GROOVE � b . '° � . � � ° . > d . • , , � E i � i � � s � � � e i � � � � f o i � � � � �Jr� W `~' � ' � (31q. DEPTH) � PERIMETER � � i s iE ei ai � i � E i � � � � � iE o � k � � r Z w ,� a CC1AT W� APPROVED E e a i d g . ' i i � � ii ii ai a � t� i , fo 3i E � 3 � ii ai t1,/' � -- � o � � e OF PATCH AREA. DQ NOT � a i i a e � i s � i i � a � � s � � s-- w � � i � i ir i � � � � i �� � � o . , CflRROSION INHIBITQR . E o �° a d � � a � o WRAP CONC ENCASEMENT " � ' � � � ° ' � '-- � ' " " � ' � ' ! ' " � `� °0 � i i DAMAGE {E} RElNF ST'��TYP = 4 a ° � i � � d � i � � i � i i � i i � i � i � � � i E i � � i i � ii i � i � � i ii � � Ei k � i � � � � � i � � W � � u. � � 4 � i CLEAN A�L SURFACES � � W/ (2) LAYERS OF 30� Q ° OF COL PRIOR TO � � ' � � � ' � � � � � � i ` � " � � ' � � � ' � �' � „_ i i ° d i i Q � i i B�DG PAPER PRIOR TO � i � � i � � e � i � 3 ii ii iE � � � � ii � .._! E � � 8 ' a I � CASTING CONC , ( NCLUDING � i ° E � � � � � � f � � � � � ' � � � � � � � � � Q ¢ a ° r � a . � e � i � e � � CASTING GONC SLAB � � i � ii fi � � � i € i E1 Gi ii ii i � � � � rn i � ° � REMOVING PAINTNTYP R8cR GONC SIAB t� � � � � � i � � � e � � i i E i � � G � � � i � � � Q � � o � i r � ( �11 ! l �� . � � a � i � i ii � � s � i4 Ei Ei � i � � ii � G � wzao � — _ ° _ _ _ _ — i � a � � c0 � i ° ` , a 4 ISOLATION DIAMOND i i E) CONC S. O . G , � i � E � i � i � i i i E s r i t i i � i � i � . t � F—� � � o0 � � � � � � � � i ai � 4 iG Ee � i � i � i fi ii � i ii � � �J � � Q � � rl ° ' 'a � . � d .a I I 1I iI I ! EI 11 I1 II IV i { II 1f iI � � � #� 1 I o ° o a a . . . i . ! I . . x I I I I { I E I ( I I ! 1 I k I f 1 i i I I ! k � � t`" Q Q � � � � � ' � f I � --- —� 1 I 1 I I 1 { I I I I I ! ! I I I 1 i 1 i I f i � �-- _ — _ _ - - i a "` . . ':.t .: :': � 42 "� CONC ENCASEMENT d d . . : d e � ", `'' � � i i � � � � i � � i � ii � i � i � � i � � i � fj �:�i � � a a . �--� � � �i � 11 Ii il il El i ! II ! ! II II il { i � � AT PATCH AREA. EXTEND a � � . � ° ° : � � � � oa � �IIG ��( � � i � � � i ii � � � i � � � i k � � � i � ri o r �: ' � ' q . _� � --� � � il II ! I li II II li kl I ) ! I ! I il �, 3 - 6 MIN AB4VE T� P � � �- r � ii � w ia ia ia i � � � � � ir ii � i Cl�' PATGH AREA. � a . � ii � � � � � � � a ii i � � � ii � i E < < i SEE SECTIC�N 2fS2 FOR REPAIR 1NFQRMATION '° ° 4 4. , d �4x � TfES Wf 22" LAP C� 8 " O .G ( E) CONC �fG f � � o � � � 1 � � � j a � 6 i � � � E � � � , (STAGGER LOC ' S OF SPLICES) � PARTIIAL P�AN — IJEVE� 3 � 1 PREPARATIQNS FOR PATCH 2 COL ENCASEMENT AT BASE 3 ELEV OF COL ENCASEMENT 4 REPA,IR AT CORF�C?DED SUPPQRT--TEE STEM 11 ? (� �2 1 1 f 2 " = 1 ' - 0 " S2 1 1 /2 ,+ — 1 , _ 0„ S2 � j2 „ _ 1 ' - 0 „ �2 1 �$ x, � � , _a >� � � � .r..... � V _� � L� � � � � � � � �.��. �' � r � ° � �- � d a � R8cR TOPPING � ° °, a . , �` CONC AS NEC 'Y � ° � . 4 a A . , . �EVEL 3 a . �. d a � . 4 4 a . . , . ,� . ° � � . :. :�. . , ..��::. :r:.. �. ,;;- ROUGHEN ( E) WAL� SURFACES �— � q L3 ' . . . . ,p . . 4a � i + ':i . y ~��.y � � ,�'w �. � � a � d . . � < v , .: �,'::.�+` 4 .:y,,�:.:.� � . TO RECEfVE NEW TAPERED CONC . �I�:.... Z —J � . d � '. O . . , . . . �, . . ' . ' � . . . d d �i . .j ' . . � . .' '.. r _°"� :C ',r : : ' fl Q . � .7 � 4 � GLI . . . . d' � , a . . , " � . , 4. � 4 , ; q .. � � ' 'j' . •:. � . , ,� , � d ' SEAL EDGES S( M TO [3ET 7/S3 . . " � � d 4 . , ." . a i r r ,.r' � . . d . , � d . . . . . . d . . � . , ti. . � ' � � � ' , LLI \` . a . . ` .. ' , 4 ' . . d . d . . . , . . O �l . � A . f �. � •. . 4 4 � a � . d � .� � A . ,� �_ ' . � d 4 '. G ' . , +Y � . � . . ' " � d : i�- :: . �� � � 4 Ct � ' A � .. �� � ' � . <F I � � � � 4 ° 3!4"( �} NIGH STRENGTN � a � TEE FLANGE GROUT BED UNDER ( E} 2" � � q � 4. d � a � d : 4 a ° REMUVE (E) TAPERED ° a . 4 CUNC , CLEAN & RQUGHEN W a TEE STEM ( E} TQPPING SURFACE. � � INSTALL NEW TAPERED ° � � R& R ?i�"� ROD AFTER CONC S�.tJPED TO FLOW 4 d ° . a SHORING IS IN PLACE DIRECT�Y TO {E) DRAIN . 0 � ° ° q a �,� (E) JAMB NUT � n � V ! � � , � . � e a : a � ._ � � .._ � _ ._ _. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � — (E) HEAVY HEX NUT � ° d � � ,a ° ( � ~`"`-- E JAMB NUT E QRAIN � � d A w-- ___ _ _ ._ �__ _. _ __� { I { ) { ) �.1,—, � ; � ( E) Nss � aX���� ! I � � E 4 ° � 1 � I � � � d d � � � ° � � � � � Q Q � � - - - - - - - - - - - - - - - - - - - - - - - � � � � �- - - -� �' U o A � . :. G . � . . .. Q t' , d. /'`� � ' . ' . . . 4 _` � _ _ ' _ _I a° � � � 7EMP SHORfNG � � a `' : ° TO �EVE� 2 & � i� � b a a� . q ��vE� � s ��aw � //� �1�' d o ° � (E) MEGH LINES i j j . 4 � . � � V J �. ° ° ° � (GAS , CONDUIT, I � --- .� 4 a a a ° SPRINKLER , EfC . ) I � �— � �, � ° d . d ° a f � u � d � V Q � d q d Qa ° {E) CONT � � � � a ° °� BRG HAUNGH �/ 4 . � L.E.. a ° EXISTING SfiEEI. BRACKET REPAIR LL� w ° d fi TAPERED GONC AT SURFACE DRAIN W � � ° ° ° 5 AT TEE STEM 117, �L 3 S� 3/4„ — 1 ' _ 0 " � I— S2 � � �z „ — , , _ a„ E""' CJ� z NOTE: ;� O 1 . SANDBLAST ALL CORRODED STEE� SURFACES , � � PRIME & PAINT Wf ZING— RICH PAINT. W � � � � � � � NO DESCRIPTION DATE 1 FoR CONSTRUC11aN �o/s/zo,� j � r � � y 1 b '�°a j � - � � „ � bx $ � � 5 $ 1 - , .. . . s43� o ...� Ya.,." a :..o� .� .,. � '�'�.e�f ..f= ,�,._ t 4 � * � . _. .n. 1 s i5 '{� yf �." � � � �C� -.�- �� Plotted : '� �f�f� � � � - �..n,. ,. n . � �_ _ �..MU.n . , . e,. �.� � � , � Designed : FRR � ;� ��,e . . � v � ._ �ro_ .�. F.a._ ���s, .�..���.�.0 Drawn ; W� E � : ., , � , � tiM .�� �,��. .� �., m � � � �a �� . .� � cneck�a : FRR JRH JOB� : 2737 .02 3 S3 2 � _ q.�, � ��`�� � ,," d � ,�a'`°' �•''�'� 4 v . d d � :.�,,. 4 � � 4 � � : � � Q A �c � �� � A - � �:� '"" � � Q �� , . t7:��3 ,,., . � � » � ,� � » �t. �''� �C, ����.. � `; d ° 4�, ° � . � � { E} STL Q ¢, . HAUNCH CLEAf� SURFACE OF ALL LAITANCE. DAMPEN SURFACE ° R tJ Q 4 � ° ASS 'Y gg AND ALLOW TQ DRY TO SURFACE DRY C4NDITION , . a � 7 � IMMEDIATEI.Y PRI4R TO PLACING CONC PATCH . 1 , _ 0 „ S4 2 ' - 10 " 3 ' -4" "' R& R CONC SLAB . R2x8x1 ' - 6" Wj 1J�"t� �► /� o �`� " � ,�.� MATCH ( E) THKNESS i NC}�ES F4R 1 "+D RODS u J � � � � � T° EXTEND PVC MEMBRANE 6 " „ "'� W � � � SEA�ANT PER ( {E) 10DT32 W/ APPROVED GROUT' SAWCUT 1 DEEP . CHlP — C7UT � � W N � � I ( I ` T.O . C . I aNTa TOP OF TEE FLANGE REMAINDER Wj 15 �B MAX Z � � � I � I DT� 7 S3 6 " C4NC TOPPING � �' , „ #4xCONT 1 „ SAWCUT JRMB NUT 4,� `�„ HAMMER , � *�, t.� � ° � — � — � C� 1 WEST� END t — � � � — — � MEAW HEX NUT Wf MD WASHER � � S3 CDOT CLASS 6 ., �. . . . b , . , . , . f : : LL. W � � � fi » 3 d a � d d �e "� t 4v' ° n � y � , ,:: : _ : . '� � o I f,J. H I ; . d � 4 ' .O ' - , . 4 i � ;e x . r. . • � .w� ` . � . . . ' 6 . � a w !" � c J . �� 'a' � '° • 'c x � Q I 4 . I 4 � �� AGGftEGATE ROAD a � . a � a _ . � ae : ,. , . � ; . �'. ; , : , . � .a a. ' .. , �. : �: ' . ;;':�.'�; , • A J �' I BASE. PLACE & 4 . a ( . 6 4 • ( a � q a a " _ , ., r : . a . .a `�� ; , : . " ` ' � � � � a ( „ LEVEL 5 a . . , g. . .� : ' '. < � -s :; ; %� � 'Q ¢ o Q Q R y ♦ I ( C4MPAGT SAME AS d O .d �S Q I � O . , d � d �4 , . , . . . , . � } , . 4 . �. a , d � ,r , `aa : �;. :�. . ' ' ;. ''.: K . . : � � � rn I � � j� . Q . . . ..11 . a . � . d .C� d � . . ' . . . Q . � , 4 , v � �� • . . . : � + '� .y '� � '. d � . , � �i Aa . a, p . . T •`st: .`•;f� � y �: � : d ' � �J � � � H�- � � � . I � --- 4 �' d a� a ` z� . THKNESS OF (E) a Q , � � ' Q � ' f � e ' + . . A. Y � . Q �: ! Y • ♦ •1 A . .♦ ' a . . + � t ,A . ~ * � �o 5 � F-- ao Cj Q . � � � . 4 d � d • d ON COMPACTED °� � . < - �' a .. � ' � � f,,,) � w ,--. � I I d . � � ( 4 4 . c ' , 4 4 �'' 4 Q S � B�iR�QE "6 � °Q � ' 4 a = �„� �' t�l N I I C i lE> �� P� a a A ' `� a a • �`} • ...�__--_ .__ /y . d . d . � � Q � O �-/ � O d � ,. � ,� � , � � ,� 1 ,t . � �. • ��,,, Q � I ' �f a 4 � � . . cr c> c� c> a � a a ` 'e 4 a . I�F}�{ t } F11GN STRENGTH �s F" �t� Q 4 � TEE FLANGE ��pUl' BEd UNDER 2 " F�' 1Yz � CC1RE DR1LL � U) U � I � � � v , a . � . a 4 J #4x �" 2'—z' C� 1 ' - 6 " MAX O. C . „ �y i I G4 , i 4 . a " n ' 3 » r �: `---' r ` � � � �` ._°� a a .� .� �. �.+ » 3 �s n ( E) R/� x30 x2 —8 � EMBED 4 INTO !4 �x4 H � LE; � 1 d ROD, THREADED I „ 4 ( � . ° SANDBLAST, PRIME ° , a �4 ._ ._ �_ .._ _� _ :_ _-� FILL W/ EPDXY AT ENDS i � �' � i a � d . a & P A I N T A L� E X P O S E D P V C M E M B R A N E � =.-._. — �- �- - atl - _ � � � —. _ . ( a— --� STEEL SURFACES /4" OPEN {�.--- � . ' a . 6 ' A 3 , „ TEE STEM JAMB NUT � a GRADED GRAVELE R. � r�x4Y2x0 — 8 <: � �' ° ' �. s=,�-: �.�� _ _ ._ _. � . .� R1 x6x0 ` _ 6 „ W f �/ � I �� I � � � � a � . � , e _� __ _. _ _ � �- - _ �.—, WELDED TO END OF co � � � ° � � � FILTER FABRIC --''' ° a 4 >' 1 "� DRILLED HQLE � � a ; , a HSS . PROVIDE ,�'4 � i� OR 1 "� Rt�D � i I 1 I I I I I � B.o . INVERT 4 - d . . a . . c ��aA�vcE c� s� QE R S � „ � � „ Ya I � � I � ( t�' ( ( I I � � 4 Q � � 3 e — » s u p d . d . . � 4 p 98 — 0 t� WEST END ° ° A�' a � � a ' L�4X�X2 �1 " ( p I 4 r— s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � .._. � NEAVY HEX NUT b : . (� 4 . , i! 3 Y] • 8.4 `. �4 L-rw�__ �.. .s .s � ..... ..� ... ..� f-�------ --"T� � ( � . � � d 4 � PERF. PVC PIPE IN /4 � ;� _,� � __ ._ _ _. ,� . �_� I � i � I I Wj HD WASHER � ° WASHED GRAVEL WRAPPED ` ` ' .' ° ii I I � ; I I � 4 ° y4 Wf MIRAFI 14QN FILTER ; 4 . . � d �� _- a � .° �°— /� � � � k I I , ,> � � �� Y�. FABRIG , BOUNDED BY 40 MIL d � ._ _ _ _ __ _ � ) ; ] � � � � � HSS 5x5x3i'�x1 — 1 ...�,j � ( 1 I I � � � . � � PVC MEMBRANE. SLOPE PIPE b '° ° :° : �,; � � � �OL�ERAN�E: HSS 8c BRG R i I I I HSS 12x4 � � 4 ° CE SHALL BE I ( ( I �, I I TO DRAIN TO ( E) CATCH � a. . a � � � � `� ( I d I I a . HSS 12x4� s BASW SNOWN ON 1 jS1 . ° d � � . a d ; J � PARALLEL WITNIN 2 = I I I � � � � _ ( I I I Q 4 . � C A P W E S T E N D O F P I P E. � °. ; � �l u ; I I � `� ( I Q.. � - - - - - - - - - - � � � ` _ _ �. � ._. _. ._.. _ _... ._.. _.. .._. _ � » _.. .� _ ( I ( I - Q : {E) 3I4„bx7 " EXP ANCH � ° � � . : a � � � _ � I I d I I ° . � ��' _ _ _ _ a _ �— - N � N �1..� ( 1 ° I I 8. 0 . HSS STL E�EV MASTICORD PAD. � d °. . ° .. ° 4 . p a �` � — — — --- — — � � � � �- I I � � I I TQ MATCH Y2x5x4 , _ 6 „ a . ; , � BOT ELEV �3F MSS12x4 = � � � I I � ( 1 8 .0 . TEE STEM � �` ° a6 ;� � a ° � � Z� y� ( E) PlPE g „ g " EI.EV OF BOT OF TEE STEM �„ � � � � � � 3 ^ d .a a 2 r�� .�'�... � a � � � I ( � � ( I a � � 2'ro „ R2xAX1 ' -0 „ c� � { cv E 1 � �} q� � » �° �' °. . e . � ,�; : � 1 ' — 1 " � /�' �" I � <" I � d. a ,�j � � ( I � ( 1 /'�� p » ��6 � � Q p . a � , a p_ 4 � � a � �f � ri � R � ��.�4t �' CJ . � a 4 � � ' : do � `r � ( ( d I I RAISE TEE STEM (USING JACKING � I I ( I APPARATUS PER 6jS3) (JNLY AS � � 2 ' _ p „ ( ( � ( I � EHEI H�M VARIES AD BcASH M 4' � TO REMOVE ( E) � 'Q I I 1 I � , _ � » Q_ I I � I I W - - - - � _ i i � I _ ► STEEL SUPPORT FQR STEE� REPAIR F4R I 1 I I 2 PRECAST TEE STEMS 1 Q3- 108 3 PRECAST TEE STEMS 1 C13-- 108 � �- — — --� �- — — -J S� 1 1 /2 " = 1 ' - Q " S3 NOTES : � � /z „ _ � , _o » � �� 'k FIELD MEASURE DIMENSION A. 1 . A�� EXPOSED PREFABRICATED S7RUCTURAL STEEL SNALL BE HOT— DIRPED � GALVANIZED . �y► 2 . A�� STRU�TURAL STEEL TO RECEIVE FIELD WELQS SHAL.L BE CLEANED T4 LL. A + 5 " BARE MEfA�, WELDED, AND RECEiVE ZINC— RICH PAINT, GRAY C0 �4R . — 3 . A�L TEES 32 " DEEP; WIDTHS VARY; SEE 1 jS1 FOR LOCATI� NS 4F' ( E) DBL. � � PLAN AT TEE �M REPAIR TEES & SINGLE TEES . 'I F4R PRECAST TEE STEMS 143 -- 'I C�$ 4. REMOVE ( E) CMU AS NEC 'Y FC1R STEEI. INSTALLATION . RECONSTRUCT CMU �— W W j 5AME SIZE CMU , TYPE S QR N MORTAR, 2000 PSI GROUT, #9 NORIZ JT W � �j3r 1 1 j2 " = 1 , - d " REINFORCEMENT, AND #4 VERT REINFC7RCEMENT- MATCH EXISTfNG SPACING. ,r1t � Q APPLIES AT (6) PlACES TEE STEMS: 103 - 108 . �.j..� SEE 1 jS1 �'OR LQCATIONS . , .� W � '� FIELD MEASURE DIMENSION A, TYP . { 6} PLCS . 2 � _ � }y � � 2 � O , „ SAWCUT 1 " DEEP � ~ 8 z � {E) 6 „ T Q P P I N G TOPPING � o C� R O D � TEE � � ,�� A + 5 " P ATCH .-� � � ��� S T E M �- R Q d � L.EVE� 4 EQ EQ � — � d d : a � . d � , : : �< 1 h RQD { � T � j����..��� _� � � �t � � � . . '� "� .. � . ' , v . .� Q ..Y ` d � . �+ � . . � . 4 �. . a � .` Y 4 . � ' ' � �._, r � d a a d a _ � • • ; . ';� aY : . < ` : , a a R1 x6x4' - 6" HVY HEX NUT & HD WASHER (� � � ' ' Q . � � ' . � � . . .� 4 ' � ' A 4 •ty , + ! ' e . . p, ' . . - . 4 � . � . ' . . . . d . . t�4 ' ' `7 , q . n . � tG} 1 VLl 1 rtG a 4 a � • � � , 4 ' . I � 4 T • ' 41. � .. � d ° ° . � ° . ^ .. - , ; .a � . ` -0 ° ST� PIPE SPACER 3f4 �}� BOLT W/ 1ys „ STL PiPE �.�. � �'3 � � ` � � SPACER BTWN CHAN �JE�S C� � 4 v a a �. � 4 a � �.. d4 ' . . . � � � � � . . , . . ct ' . - . . 4 d G'3 Q . . . . 4 L� 4 . . ° . Q (2) C�x � � . 5 3/, s I I I I � (� W � ° � a l4"(� ) HiGN STRENGTH a ° � . GR4UT BED UNDER 2 " �' �° � �QRE DRI �L �' I I �" �' ( I �' � � �C d . ° SAW—CUT 1 " . THEN NUTS 8c WASHER INITIAL POSITION � � t— � a . ' . , a ( d � . a . . I CHIP— QUT REMAINDER � ( � JACK JACK z ' 4 . � 4 ° _ QF ( E� CQNC TOPPING. � i � i � � ( CUT ROD ABQVE JAMB NUT FINAL POSITION a� f� (2) S1DES & � � 4 d r �" 2xSx1 ' - 8" -� � JAMB NUT FINAL POSITION W L.� ° � i R = � i � � � HVY HEX NUT FINAL POSITION � � i'(�P EDGE Y4 � � � ° � ` Q —.—� 1�.�... ' � � � a � � �� � i � i � � [t n a : � �J� J ' l/ � '^J' � .. °� � t� 3 Qd� . ' a ' . . t I d '. � I 1 .a �. a . :,' + ' �' s ' . � �W ,�= .` ..,t ;•.... � ��6 spAC�� R,�xs�o, _ s„ � Q Q 44 4 , _ � � y� . � � 4 CTR ' D 4N 2" R, FlELD :_ a a d 4 - ,' ' : : .. . N 4 , . . , . . .:. .. .:, •.. .. „ . :. . a ° � r � »°""` �„ �j ° � � WELD S4 BQTH SPACERS d , . .., . . , . .. . .. . .. : . . .... ... : •; . : ,: , � .. . , e . _ � � �. .� � �_� . .e.n-� . m E � w w .�_� . , � _ d . � . . . . . . . 'O ' . � p. . , d � ARE SNUG AGAINST TEE STEM . ° � � Q I • I ( � a � d � � � � � . .-,.a_., .., ..._. . . . • d /S � � � d ° � I d 3 ° a � �; � ' . ._b� v. � M. __.. _ 3!4" HIGH STREhiGTH � " NO DESGRIPTIt}N QATE � I I I I GROUT BED UNDER 2 " R � ° SEA�ANT , �— ° . w _�_ e � � . ° � � � A . ° : .4. � � � I I " � ( •=t�t- ��� 1 FOR CONSTRUGTIQN ,ot8i�o,4 a �('.�''2x12x1 � � � » . ' . , a . R � � ` � � � 4 .-��rvv �' _ `=IcV � � ° a . � I I ° Q d FQAM BACKER ROD STI �FENER �'�x3x0 ' -4" HSS TD � CTR ' C} QN 2 " R � - � a � � Yi" R Y�. � Yz" POLYIS�CYANURA�'E ,=ky MASTICQRD PAD: . `� Plotted : '� {'�f��� {� '� t�. � ir�su �rior� eoa� � ��5�� „ �a : FRR STfFF �a ��sx � ' - o " JACKING AP'PARATUS Y2" R. 8c HSS � & , „ `� E� rawn : p �2xAx 1 — 0 3� 6 FaR RAISING TEE STEM WCE S� 1 1 /2 " = 1 ' -0 " Checked : FRR NOTES : 4 �J HANGER RODS 1 . JACK CAPACITY = 2Q TUNS. 7 "'r`'..'�E�1�1�T ���L si� 1 1 /2'° = 1 ' - 0 " �� 1 1 /2" = 1 ' - 0 " 2 . JACK ANTICIPATED TRAVEL = 1}'2". (MAX) r,�� �•, � � , _ p " 3 . GROUT BED SHA�L ACHIEVE 3 , OQ0 PSI PRIOR TO JACKING. SEql.1�NT SHALL BE APPROVED MULT—CUMPONENT UREfHANE. 4. USE SINGLE JACK APPARATUS {AS SHOWN ) TO LfFT SINGLE TEES. 5 , USE (3) APPARATUS FOR EA Li �f": { 1 ) AT THE STEM BEING �IFT`ED & { 1 ) ON EACH SIDE. 6 . PRIOR TO JACKING , REM4VE ANY ( E) CONNEGTION BETWEEN TOP OF TEE FLANGE & FQUNDATION WALL. REINSTALL CONNECTIONS AFTER STEE� REPAIR IS COMPLETE�Y lNSTALI.ED . JRH JOB� : 2737, 02 _ _ _ _ _ _ _ . . _ __ . _ . 3 3 � 31 S4 �,� � "� �o ' — a " ���� �. �.' ,��� � Q � . 1 I a. Q . Q � a d Q � :k� � ° � � • �p � Q _ . , _ 'd � � . `� � °��,,.� � � I ///{{{ . � . ' `� . . . � ' � � � ��y �,«,��� � *r � � Q . ' . . Q� � �f )y��� �t6M1�� *� \aF t d . 4 . Q f � � Q Q Q Q � . [y ,r� » Q ' � ,L, s��t____� . Q � h � M �� _ i � � ` � � O I I a I I B9 -- r W � � � ! I I I ! E I I 1 I I I ( I I � I B I I I ! 1 E I I I I � ' — �,} �� 2 ' - 1 1 �� 2 ' — fi O �t � Z w �, o ! I i � ! € II II il II Ii i ( iI 1I _.._ --- � O �'? ! I ! 1 I I I I 1 1 1 ! � I I ' I l l i I I 1 ! d� ' � {,*) � N ''' 1 I ( i I E I I I I ! I I i I ! i i I I I ! � I I I Z. U? � • . � i E � iE ii � i � � � i � ( ii � � ii i � 4 i �„ �,r , �w � � � � � � � I � � � � � � � � � � � � 1 � � � � s �- � � a � . ( ) " t ) I � i � � i � ii ii � � � i � � ii ij i � tE � �� � � . . � „ �Is'�X �HOLES�� � � � � o � E 12 CQNC E 10DT32 W cn o I I I 3 I WAL� PANEL 6 CONC TfJPPING � z � � i � � � � ii � � ii .r.�... ri i � ii i � 4 a � FC? R ��"� R4DS Q .�ca � ii ii ii ii ii ii ii ii ii ii ii � d . a. 6 . . � � o I ( I a . a � JAMB NUT � � CL' � � i � j � � ii � i si ii fi ii ii i � � � � I ° � HEAVY HEX NUT LEVEL 5 t � H s � o��o � i � � iG ii ii � i ii � i i � ii i � a , a � 4 , 1 I 11 B ! I i i I i I I i 1I i f I d i i d ° 4 `Y 'S "e ' �^ r ' � � � ( I � I � ' � . o � � : . . , . . � tr . . n . rj - . . � o � . . � � . ,.� . �. - , (,/��� � �r/r (� W ,--� � � � � ( � � � � � E ( � � � � � f � � � E .. . ¢. . . � . , , . Q q . . 4 . . q � � „e + . . rl�� 1..� I I II 1i IE II II II lI if I1 II .- � � Q I I � 4 6 dQ . � . Q . . � Q' d d � 4 a `� . a; k a p ' ff . � ` .a ., a f�, W t`�'� I I I I I I I I i I I I I I 1 ! I I I I 1 1 a , , G'y G ` QLI . d 4 q Q 'd p ' .. a � . . a 4 � . + d CO • � �— p �.,i � ( E} PIPE . ,,,�C � I I I a . a . . d d Q . d o o � 4 e. . e ` ' � � �" �. N ( I � I I ' '4 . 'd � Q � ' ' � ' � d d ' $ . #) ' ' ' ' � '� . `g ' ` � a � " (..� y� `� � � I � a Q � � O � I � � I I � d . 4 d . ' � . 61 _..��.. � � 4 ( I 4 ci. . I I ° I I Q v d TEE FLANGE GROUT�BED ' UNDER �2 '� � la"� ROD C� I I � 6 " I I a . a. 6 � . / ° 4 . I � P A�� P L A N -- �L 5 � � - - � C� I I I I ° a � TEE STEM � 1 REPAIR AT DAMAGED TEE STEM 179 d /� . d . � d . � � .4 . ( ) �"1` 1 /pu _ 1 { �� u � . I � � ; � ° � ' ' Y / `J � � ( . I p �y � � � � � � p JAMB NUT I I � LS . . 4 . 6 � I � � � . ,� ! ( � I ° . a ' L � 3�8X43�XCIr — � �} - � I _ Q WELDED T4 END (JF ( `° C,,.,,,� to � ° d � NSS . PROVIDE Ya" „ „ c� � '�'� C.� � � � � � , ° CL.EARANCE C� �„ R, S 3 3 y4 � R�/ax5x0 , _ 5 " � "� � ( � = A �t �/''" j� � � a `•+... ° — _ ..� .._ � _ ._ � � r .e. W I I I I S¢ a Q - - - - - - - - � .. ._._ � _._ � � _ � � ., �.. � � ._ _ �. _. e � __.., � � � H �� � �X � �� � � Cl - � . _ .__ ._ ._._ ._.._ ____ .-� � � � � I � a � a. � d � 6 a TO �ERANCE: HSS 8c T. O . CONC � ( � { I HSS 4X4�x0 ' — � 1 " I� � � I I I I � � ° PARALLEL WITHIN 2° I I ��� 10x3x3i� � � � �''"'''� �,,,�.., � � � � � � a � ° I I � � \..��/ Q (.� ° � � 4 . I � � � . - - - - - - - - - - - -� �. _ _ _._ _ _ _ I I � i � I a I I � � ° � a . - - _ _ _ — — — - - a � � �_ �. � ry N I I i � I . Q � . . 4 Q � Q , � d � _.....� � �1 ! � I I � � I � Q4 . 4. � — — — �, B4T EL�V d�' HSS10x3 = � `� "3� � I `3c I � a 4 4 '°� E�EV OF B07 4F TEE STEM W i> o � � d � � � � ° �° d (E) PIPE � » �„ � a �-- i i ,� i i d a � U� . V� d . d d � = i i Q = i i ° a . � Q °� ° �'2x12x1 ' - 6 " � ° n I ,� � d A . . , A . 'd ' I R ' ' d � � Q a .. � I � d 1 � .a 4 . v. � I Q _ � N L _ � � _ � g 5 ' - 11 " a S4 PLAN AT TEE STEM 3 P ECASS ETEE S`EM 1 ?9 CJ� 2 REPAlR AREA AT STEM 179 $4 � � /� " = � ' — o,° [,� S4 � � /2 " _ � ' — a " �voY�: — 1 . PRIME AND PAINT ALL STEEL SURFACES W/ � � ZINC— RICH PAINT PRIOR T4 INSTA�.lATiON . � � � � � � d �� W � C.3 0 � � � � � � USE JACKING APPARATUS � ....... � � PEft 6 jS3 TO �IFf TEE STEM � ,Q ,.�.. � TO REMOVE REMNANTS OF (E) r � � �, LEVEL 5 PAD & �EAVE GAP PER 4/S4 ���,r � � ' d ' . G � A . O . � . . . . , � � � O . a � � � . d � . � ' d ° . ' ' .� • , . . 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'_. �'j')� � : � �,. ;. � �� . . o. . � PVC SLEEVE (F`ROM 4Q MI � PUC) �--- � Z ,, � . � - � ° p ` 4 p � . ` A . . ° 4 //�/ DRAIN BOARD : '� Q v A . � d 4 a ,•a �G.�G� � , . ,� p 4 PVC CO�LAR ��"RQM 4� MIL PVC) � � ` ; < 4 � ° ` a a ° a ' 4 ° CCW MIRA DRAlN 6000 f 6200 S , S . HOSE CLAMP � , ° � d Q ° � ` e a . . '� A � � p < . d St� �VENT—WELD 1'4 MEMBRANE !_,_ ,( . . Q . . Q . . . 6 . G . ' . ,C ' ' � ' � . p !J q �r e ss � � . . � A . . . Q . � . �� � ' � � ' ° , ' � . . �a . . '. ° a . 'n . a ' ' 4. . ' .° . � ' � 'Q . ' C3 X I Z SEGMENTS @ 1 — 4 O . C . .Q � � � 4 d a ORIENT Wf FILTER FABRIC ON BUT VIBRATE CONC PVC MEMBRANE- 40 MIL. � �y ° � Q ' 4 � °. 3�A. �� NIGH STRENGTH DQ NQT S4LVENT—WEL.D m �.�L.. GROUT BED UNDER 2 � ���E � �� �-� #4 CON7. — EPDXY COATED TNE TWCt MEMBRANES TOGETHER . � �..... n' 4 , � " 9 HOLE o d , � d • ` 4 . . a, 6 , . y�\ �' � ' . " A . � ' . . `�V� A � . . 4 � ' d ' a � . . � . � ' , �' ; • ' � � p . � � � _p � A . ' . �` . � . . f/ � . . 'Q . 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