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PRJ06-0053 B06-0034.pdf
� STRUCTURAL GENERAL NOTES y�` ,y.�� � . .. < ;.:�, .�. , ' DR.A]NS CAST-IN-PLACE CONCRETE CONSTRUCTION PROVISIONS CLE�]INCt � PA1N'TING RE UIREMENTS SPECIAL_INSPECTIC3NS ; �� � - ;�;� �F3 � s'� . ' . Q ; �� � e � o � � DESIGN CRITERIA 1 . 1WIODIFY EXISTING FLOOR DRAIN AND RE-USE EXISTING GRATE. 1 . CONCRETE PROTECTION FOR REINFORCEMENT (COVER) SHAT.,L BE AS NOTED ON T'F� l . ALL EXISTiNG SURFACES OF EMBEDDED STEEL IN PRECAST CONCRETE MEMBERS SPECIAL 1NSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH TI� PROJECT � �a° � °a0 �4 � DESIGN STANDARDS DRAWINGS. WF-IERE CQRROSION EXTSTS SI-��LL BE SCRAPED AND WIRE-BRYTSHED TO REMOVE GROSS SPECIFICATIONS AND SECTION 1704 OF THE INTERNATIONAL BUII.DING CODE. :Vi�HERE s�'�a �,�'��� � �g<�B��5 JOINT SEALANTS 2. NO SPLICES OF REINFORGEMENT SHALL BE MADE A1�1D NO WELDING TO REINFORCING CQRROSION MATERIAL , FOLLOWED BY SANDBLASTING TOBARE METAL CLEAN DESIGNATED IN TH�SE NOTES OR PLANS, INSPECTIONS SHALL BE PERFOIZMED BY THE � � �` � � i� IBC 2043, INTERNATIONAL BUII,DING CODE. l . POLYURETHANE SEALANT: ASTM C920, TYPE M, GRADE P, CLASS 25, USE T, MULTI- SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL CONDITION. CLEAN UP AND REMOVE ALL DEBRIS FROM THESE OPERATIONS. ENGINEER. A QUALIFIED TESTING AGENCY APPROVED BY THE ENGINEER, AND RETAXNED � � Z 1 "� 'i � � � COMPONENT, NON-STAINING, NON-$LEEDING, NON-SAGGING, SELF-LEVELING, GREY ENGINEER. LAP SPLI�ES, WHERE PERMITTED, SHALL BE A MINIlvIUM OF 40 BAR 2. AFTER A BARE METAL CLEAN CONDITION IS ACHIEVED, AND AFTER ALL FIELD WELDING BY THE OWNER SHALL PERFORM ALL OTHER SPECIAL INSPECTIONS. THE SPECFAL ° - w o ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTUREII. CONCRETE. COLOR. DIAMETERS. 4VIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH PLUS 2" AT SIDE HAS BEE,N COMPLETED PRA�IE AND PAINT ALL BARE METAL SURFACES WITH APPROVED INSPECTOR SHALL FURNISH COPIES OF ALL INSPECTION RESULTS TO THE ENGINEER �``. ACI 530, BUII,DING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 2. JOINT BACKING: STt�NDARD BACKER ROD BY INDUSTRIAL THERMO POLYMERS LIlvIITED, AND $ND LAPS, BUT NOT LESS THAN 6" , AND SHALL BE 'WIRED TOGETHER. MAKE ALL PRIIvIER AND ZINC-RICH PAINT. PAINT COLORTO B� PRIMER RED. MASK ADJACENT CONTRACTOR, AND BUILDING DEPARTMENT . THE CONTRACTOR SHALL NOTIFY THE " �',j°ma �OMpi. ��;'�'p� CLOSED-CELL POLYURETHANE FOAM ROD, OVERSIZED 25•30% LARGER TI-Il�N JOINT BARS CONTINLJOUS AROUND CORNERS. CQNCRETE AND MASONRY SURFACES TO AVOID PAINT ON SUCH SURFACES. (IVIINOR SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSFECTIQN 48 HOURS BBFORE SUCH ��E@� ° a � �„��� LOADING WIDTH. 3 . DETATL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI DETAII,ING CJVER-PAIN'i'1NG OF THE CONCRETE IN THE VERY IMNIEDIATE AREA OF THE STEEL INSPECTION IS TQ OCCUR. ALL W�RK REQtTII2ING SPECIAL 1NSP�CTION SHALL REMAIN � Q PARKING AREA LIVE LOAD = 40 PSF 3 . BOND BREAKER: PR�SSURE-SENSITIVE TAPE REGOMNIENDED BY SEALAN'T MANUAL AND ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. SLTRFAGES WII,L BE ACCEPTABLE}. ACCESSIBLE AND E�'OSED UNTIL IT HAS BEEN OBSERVED AND II�IDICATED TO BE 1N �ONCENTRATED LOAD C}N PARKING DECK = 3,000 LB MANUF'ACTLTRER ' 4. PROVIDE ALL ACCESS�RIES NECESSARY TO SUPPORT REINFORCING BARS AT CONFORMANCE BY THE SPECIAL INSPECTOR. THE CONTRACTOR SHALL MAINTAIN JOBSITE � POSITIONS SHOWN ON THE PLANS. AGCESSORIES SHALL BE SUBMI�TED BY TI� J�INT SEALAI�IT CONSTRUCTION REQUIItEMENT� NOTED CC?PIES QF ALL REPOKT� SUBMFTTED BY TI-� SPECIAL INSPECTOR. SPECIAL INSPECTIQNS 6' STORAGE ROOM = 125 PSF CONCRETE SEALER CQNTRACTOR Td THE ENGINEER FOR APPROVAL . L CLEAN JOINT SURFACES THUROUGHLY & PREPfiRE FOR BACKER ROD AND SEALANT SHAI.L BE PERFORMED FOR THE ITEMS LISTED BELOW: � �-' °o o c°o �"� t___ 1 . SILANE-BASED WATER REPELLANT PENETRATING SEALEF: WITH THE FOLLOWING 5. ALL CONSTRUCTION JOINTS SHALL BE AS DETAII.,�D OR AS APPROVED BY THE INSTALLATION IN ACCC)RDANCE WITH MANUFACTURER'S RECOMIv1ENDATIONS & 1 . COI�CRETE STRENGTH TESTING AND CURING TEC�-INI UES. �� � W � 00 00 � o MATE�tIAL GRADES _ \� PROPERTIES: ENGINEER. 1NSTRUGTIONS. 2. FIELD WELDING OF CONCRETE REINFORCING STEEL . 4 Z W w i M �.. MIIVIMUM SOLIDS CONTENF : 40% 6. SA Z ~ o M WN JOlNTS IN TOPPING SLABS SHALL BE MADE AS S60N AS POSSIBLE WITHOLJ'I' �. INSTALL $ACKER ROD 1'ER THE DRAVJINGS. 3 . EXPANSIONBOLTS (BY ENGINEER}, � � N�,, CAST-IN-PLACE CONCRETE `� , ' -o Q � MA��IMUM WEIGHT GAIN AFTER 2I DAYS SOAKING IN 1 � /o SODIUM-CHLORIDE CAUSING DAMAGE TO THE SURFACE. 3 . TNSTALL SEALANT IN ACCORDAIVCE WITH I�JU�NUFACTURERS INSTRUCTIONS. 4. EPDXY ANCHORS (BY ENGINEER). Z o . . 1 . GONCRETE SHALL BE NORMEIL WEIGHT ASTM C94 READY-MI�iED CONCRETE WITH ASTM ' SOLUTION LESS THAT 0. 625% AI�TD AT LEAST 90% CHLORIDE ION SCREEN, BASED ON 7 . CAST-IN-PLACE CC?NGRETE MIX DESIGNS: 5. CfJNCRETE TOPPING REINFORCEMENT IN PLACE Y ENGINEER . � W � � 4 (B ) '� W o � ; C150, TYPE I PORTLAND CEMENT, ASTM C33 STONE AGGREGATE, ASTM Cbl8 FLY AS�T, TEST METHOD IN NCHRP 244, ONE APPLICATION. CONCRETE SEALER CONSTRUCTIC3N REQUIItMEN'TS 6. MASQNRY WALL REINFORCEMENT IN PLACE AND GROUT SPACE CLEANLINESS J � ° .- ASTM C260 AIR ENTR:EIINMENT. _ , � � c~i� � N W/C RATIO (BY WETGHT) 0.44 MAX. 1 . BLAST CLEAN EXISTING bECK SURFACE TO REMOVE ALL LOOSE MATERII�I.., O]LS, AND (BY ENGINEER). � � o 0 2. CONGRETE SI�LL DEVELOP THE FOLLOWING COMPRESSIVE STRENGTHS IN 28 DAYS: pAI�' MIl�1. CEMENT 660 LB/CY LAITANCE PRI�R TO PLACING SEA�ER. 7. AT BEGINNING OF MASONRY CONSTRUCTION: FR�PORTIONS OF SITE PREPARED � � o � DECK TOPPING CONCRETE : 4500 PSI L PAVEMENT MARKING PAINT SHALL CONFORM TO CDOT S"'t�NDARD SPECIFICATIONS FOR Mt�X: AGGREGATE ll2 IN. �. P4WER-WASH CLEAN PATCHED SURFACES TO MO AL O B T O AND � = o �' � RE VE L LO S MA ERIAL, ILS, MORTAR, AND CONSTRUCTION OF MORTAR JOINTS. . � c� CURB AND MISC CONCRETE: 4500 PST ROAD AND BRIDGE CONSTRU�TI(�N. ErTTRAII�TED AIR 5-8% LAITANCE PRIOR TO PLACING SEALER. 8. AT FIRST GROUTING OF MASONRY: PROPORTIONS OF SITE MI��ED GROUT, AND GROUT � (.) � W � 3 . REINFORCING BARS : ASTM A615-GRADE 6Q, OR ASTM-A706 FOR WELT)ABLE. FLY ASH (BY WEIGHT) 20% 3 . CONTRACTOR SHALL SE UENCE THIS VVORK EN ACCORDANCE WITH MANTIFACTURER'S PLA�EMENT, � = c� z '`� ' 4. WELDED WIItE FABRIC : ASTM A185 CONSTRUCTION PROVISIONS MAX SLUMP 3 .251N. RE UIREMENTS AS REGARDS PATCHING AND JOINT SEALANT'S. • � � o � 5. AI�TCHOR BOLTS: ASTM A-307 Q 4. AFPLY PRODUCT IN ACCORDANCE WITH MATUFACTURER'S INSTRUCTIONS. STRUCTiJRAL TESTING � � r ,;; 6. CHAIRS, B(7LSTERS, BAR SUPPORTS, SPACERS : SIZED AND SHAPED FOR STRENGTH ANfl GENERAL CONSTRUCTION PROVISIONS MASONRY CONSTRUCTION REQUIREMENTS S . INSURE THAT SUFFICIENT MATERIEIL IS APPLIED TO THOROUGHLY SATURATE THE CONCRETE SHALL BE TESTED BY A QUALIFIED TESTING AGENCY IN ACC�RDANCE WITH � � SUPPORT - 0 1 . ALL DIMENSIONS �N STRUCTtJRAL DRAWINGS SHALL BE }'IELD VERIFIED AND CHECKED l . PROVIDE HORIZONTAL REINFORCING IN ALL MASONRY VJALLS AT 16° ON CENTE TREATED SUKFACES MAiNTAlNiNG THE APPP.OPRII�TE COVERAGE RATE� DETERMTNED SE�TION 5:6 OF' ACF 318. TEST RESUI,TS SHALL BE SUB1vIITTED T4TI-� C�I�iTRACTOR AND � R, , AGAINST TI-� DRAWINGS. ANY DISCR�PANCIES SHALL BE REPORTEI� TO THE ENGINEER MAXIMUM; UNLESS NOTED OTHERWISE. BY TESTING OR AS SPECIFIED BY THE MANUFACTURER. ENGIIJEER. MASONRY IM1vIEDIATELY. IN CASE OF CONFLICT BETWEEN ATOTES, DETAILS, PLANS AND 2. VERTICAL REINFORCING SHOWN ON THE DRAWINGS SHALL EXTEND FOR THE FULL 6. APPLY PRODUCT IN A SINGLE SATURATING A'PLICATION. APPLY SUFFICIENT MATERIt1,L 1 . MASONRY BLOCK ITNITS SHALL CONFORM TO ASTM C9Q, GRADE N-I LIGHTWEIGHT. SPECIFIGATIONS THE MOST RIGID REQUIREMENTS SHALL GOVERN UNTIL SUCH TIIv1E AS HEIGHT OF THE WALL AND SHALL BE GR�UTED IN PLACE. WHERE THE GROUT POUR SO THAT SURFACES REMAIN WET OR A FEW n1INUTES BEFORE PENETRATING. STRUCTLTRAL OBSERVATIONS 2. MORTAR SHALL CONFORM TO ASTM C270, TYPE S. A CLARIFICATION TS ISSUED BY THE ENGINEER. EXCEEDS 4'-Q PRdVIDE CLEANOUTS. LAP SPLICES SHALL BE A I��lT3IMF7M OE 40 BAR 7 : RESIDUES FQOL � ANBPUDI?LES SHALL BE B O U CO b�T LY � , , Et0 MED O T UNTI�, THEY MP E 3 . GROUT SHALL BE NORMAII WEIGHT CONCRETE AND SHALL DEVELOP 2500 PSI 2. EI�iGINEER'S APPROVAL SHAI.L BE SECUR�D FOR AI,L SUBSTITUTIONS. DIAIv1ETERS. PENETRATE. � STRUCTIJRAI; OBSERVATIONS SHALL BE PERFORMED BY THE ENGINEER FOR THE WORK COMPRESSIVE STRENGTH AT 28 DAYS. 3 . THE REQUIREMENTS OF THE LATEST EDITION OF THE QSI�A CONSTRUCTION STANDI�RDS 3 . PROVIDE HORIZONTAL JO1NT REINFORCING AT 16" ON CENTER UNLESS NOTED 8. PROTECT TIZEATED SURFACES FROM TRAFFIC AND WEATHER IN ACCORDANCE WITH THE I CAT D BELOW. THE CONTRACTOR S SC DiILE THE OBSERVATIOIVS WITH THE � ' NDI E HALL HE 4. ALL MASONRY SHALL DEVELOP F'm =1350 PSI COMPRESSIVE STRENGTH IN 28 DAYS. SHALL BE FOLLOWED BY ALL CONTRACTORS, FABRIGATORS, AND SUPPLIERS: OTHERWISE BAR ON THE PLANS. JOINT REINFORCING SHALL BE CONTINUOUS BETWEEN MANUFACTURER'S INSTRUCTIONS. ENGINEER 11NA SHALL PROVIDE 48 HOUR.S NOTICE TO THE ENGINEER. � 5 . REINFORCING BARS SHALL BE ASTM A615-GRADE 60. 4. CONTRACTQR SHALL PROVIDE ADEQUATE BRACING AND SHORING TO THE EXISTING VERTICAL GONTROL JOINTS AND SHALL NOT BE CONTINUOUS ACROSS VERTICAL GO�CRETE SIIRFt�GE RQUCt��IESSt�NII CLE�NLfI�1ESS BEFOR� NEt7V TOPPING , L�j 6. HQRIZONTAL JOINT REINFORCING SHALL BE DUR-O-WAL CONFORMING TO ASTM A82 STRUCTURE WHERE REQUIRED, liND TO RESTRICT TRAFFIC FROM THE DECK ABOVE AS CONTROL JOINTS. SHOP DRA WINGS REINF4RCEMENT IS PLACE�}. � � ! NECESSARY, TOPERFORM MODIFICATIdNS OR WORK ADJACEN'T TO SAME. 4. PROVIDE'( 1) #5 BAR IN GROUTED CELL AT ALL CORNERS, ENDS OF WALLS, EACH SIDE OF SHOP DRAWINGS FOR THE FOLLOWING ELEMENTS E1ND COMPONENTS SHALL BE -- ; EXPANSION BOLTS 5. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY OBVIOU�"�L.Y DAMAGED STRUC'TURE OPENINGS, l�ND EACH SIDE OF CONTROL JOII�ITS, UNLESS NOTED OTI-�RWISE. SUBNIITTED TO THE STRUCTtJRAL ENGINEER FOfZ REVIEW PRIOR TO FABRICATION. PAINTING � �`"` " 1 . EXI'ANSION BOLTS CALLED FOR ON THE DRAWINGS SHALL BE WEDGE TYPE EXPANSION N(3T NOTED ON THE DRAWINGS PRIOR TO PROCEEDING W.TH RELATED OR AFFECTED +� 5 . FILL ALL VOIDS I�ND BLOCK CELLS SOLIDLY WITH �ROUT FQR A I�ISTANCE QF 24 REINF'ORCiNG STEEL (FOR BOTH �ONCRETE AND MASONRY CEJNSTRUCTIQI� 1 . PA.FNT ALL NEW C[JRBS YELLQW TO MATCH EXFSTFNG. � C] L� ` ; ANCHORS �NLY. ACCEPTABLE WEDGE ANCHORS ARE: KWIK BOLT II BY HII.TI CONSTRUCTION. LIKEWISE, CONTRACTOR SHALL NOTIFYENGINEER OF ANY BENEATH AND 12" EACH SIDE OF ALL BEAM REACTIONS OR QTHER CONCENTRATED EMBEDDED STEEL ELEMENTS 2. PAINT WHITE STRII'ES TO DELINEATE Pl1RKING SPACES AT LENE'rTH AND SPACING TQ ' ; (9 ; � CORPORATION, STANDARD WEJ-ITS BY WEJ-IT CORPORATION, TAPER-BOLT BY USE, DISCREPANCIES BETWEEN THE ASSUMED EXISTIIVG STRU:TURE SHOWI�t ON THE LOADS, L7NLESS NOTED OTHERWISE. MA'I'CH EXISTING. `-- TRUBOLT BY OLIN CORPORATION, AND RED HEAD WEDGE ANCHORS BY PHII.,LIl'S. DRAWINGS AND THAT FOUND AT THE CONSTRUCTION SIT;. SUBNIITTALS z ' � � � f>. DURING STRUCTURAL WORK, THE C(�NTRACTOR SHALL BE RESPONSIBLE FOR EXI'ANSION BOLT AND EPDXY ANCHOR 1NSTALLATION REQUIREMENTS SUBMITTALS SHALL BE MADE FOR REVIEW BY 7HE ENGINEER. SUBMITTALS SHALL EPDXY TEMPORARY BRACING TO WITHSTAND ALL LfJADS TQ WHICH THE STRUCTURE MAY BE 1 . HOLES SHALL BE DRII.LED AT A DIlLMETER AND DEPTH SPEC�'iED BY THE 1NCLUDE 1�ti!11�T[T�'ACTURER' S DATA t�ND INSTALLATIUN RECOMMENDATIONS. SUBMITTALS O 1 . EPDXY SHALL CONFORM TO ASTM C-881 TYPE IV, GRAI)E I, CLASS A, B, OR C WITH THE SUBJECTED, INCLUDING LATERAL LOADS, STOCKPILES OF MATERIALS, AND EQUII'MENT. MANUFACTURER USING A COARSE CUTTING ROCK CHISEL OR HAMMER DRILL. CORE SHALL BE MADE FOR THE ITEMS LISTET� BELC)VG: O ' � _ FOLLOWIl�TG MIMMtJM PROPERTIES: SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY DRILLS OR OTHER SM�OTH CUTTING DRILLS ARE NOT ALL(]WED. U BOND STRENGTH: 1000 PSI AT 2 DAYS AND 15� PSI AT 14 DAYS AND UN'I'IL, ALL STRUCTURAL FIZAMING IS IN PLACE WITH CONNECTIONS COMPLETE 2. HOLES SHALL BE THOROUGHLY CLEEINED WITH A BRUSH, THEN VACUUMED OR BL�WN CONCRETE MIX DESIGNS � TENSILE STREN�TH: 7000 PSI AT 7 DAYS AND ALL AT SUFFICIENT STRENGTH. CLEAN WITH OIL FREE COMPRESSED AIR TO REMOVE ALL RESIDUE FROM THE DRILLING REINFORCEMENT SUPPORTS OR BOTH CONCRETE AI�TD MEISONRY CONSTRIICTIO � (F l�T} W .. ELONGATION AT BREAK: 1 % AT 7 DAYS AT 70 DEGREES F 7. REPRODUCTIC�N OF STRUCTt.7I2l�L CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP ` OPERATION. EPDXY FOR EPDXY ANCHORS -� COMPRESSIVE STRENGTH: AT 10000 PSI AT 7 DAYS DRAWINGS IS PROHIBITED. SH(�P DRAWINGS PRODUCED T�T SUCH A MANNER WILL BE 3 . EXPANSION BOLTS SHALL BE INSTALLED PER MANUFACTURER'S R$COMI��NDATIONS. EXl'ANSION ANCHORS � 2. EPDXY CLASS SHALL BE SUITED TO ENVIRONMENTAL CONDITIONS. REJECTED. 4: NOT'IFY ENGINEER TO INSPECT HOLES FOR DEPTH, DIAMETER, AND CLEANLINESS PRIOR MECHANICAL REINFORCEMENT COUPLERS � � ; TC} THE PLACENIENT OE EPDXY. Q � � ; � ', ; � - DEMOLISH ( E) TOPPING SLAB FULL DEPTH ; THIS AREA. 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Tha DEMOLISH & REMOVE CMU bu�ld�ng officiai is aiso authorized to revent occu an � . . . , P p cy or use of a � Q AREA AS FOLLOWS: WEST SIDE 4F structure where �n v�olation this code or of an oth ' i �� WALL. PATCH ( E) TOPPING . . . . . y erordinancesof 5AWCUT 1 pEEP C� PERIMETER EX PAN SI4N JOINT this �urisdict�on. G� � » ,� SURFACE AS REQD . SAWCUT 31'z DEEP C� 3Y2 MAX 4.C , E 4x8 ' - 9 " t� 12 " O ,C . , , I I I � � # PI,ANS EXAMINER. DATE: � � � � DO NOT DAMAGE IN DEMO AREA. DEMOLISH & REM �VE TOP�IYP EXCEPT ADJACENT E 7RENCH DRAIN . „ F. DEMOUSH & REMOVE , , � � ) 3Yi OF ( E) CONCRETE TOPPWG . BY z CONCRETE ISLANDS TO EXP JT s . WHERE E � , �- JACKHAMMERING. D0 NOT DAMAGE o , „ � ) : z , � SALVAGE MECH/ELECT #5 @ 6 O. C . TOP . W � DOUBLE TEE S BELOW. i- i- ° Z EQUIPMENT & BOLLAt�DS z z �� _ ' z Q FOR REUSE. o o I r ' ' o �n � ;� : , T,., L �, ; i � Q � Z � ' ` � �_. _ z � o o ? � ' a I w �y � � , � � �.� � F j . . . . .. . . . . . � . 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AF`TER CONCRETING & CURING ' AT AREA A , ESTABLISN TRAVEL LANE IN AREA A . � � . . P . . . . . S . . . � . . � . � � . . . � . . � . . . . . . . . . . . . . .. . . . . . � . � . . . . � � . .. . . . . . . . . . . . . . . . . . . . . , . . . . . ' . . . . . . � � � . . � � . � � � . .. .. . . . . . . . . � . � . . . � . . � � 3 . DEMOLISH & REMOVE AREA B . � � � � � � � � O JRH JOB# : 1898 � , �` �>va�, , � � � � � � �'t� � � �T� y �IRESTOP ( E} DBL„ TEE STEM PER 3/S2 @ 4 - 6 O . e . �.�''���a� �° � ������ m �° ; �i° � e �, � a `� `� � � a `� . . .. . �. � . � . . . . . . . . � �. . . . . . . . . . . . . . . . � � � � . � . . � �.� � �� � . � � . � �. . : . � : . . � � . � . . . .. . . . . . . � � . . � . . . . . . . �r . . � . . � . . . � � . . � . � � � . . � � . �. . . : � . . . . � . . . . � �� � � � • � � : o ��o � �. , CMU , GROUT & VERT REINF - 2 MAX � � . PATi'ERN SHA�L EXTEND TO - .. -" " �,�em@s� AL ��ve°�p , , SOFFIT OF DBL TEE FLANGE� r: : : : ��£�OFOBfl�Q�� ' ; BTWIY STEMSNTYP _ :.. ' G ,: : . . , MAR 2 2 20 , : : � 23 TYPICAL BOND BEAM #4 VERT IN GROUTED 24 , : � IN HIGHE5T CQURS � CELL EA SIDE OF DBL : ' rn BELOW DBL TEE STEMS TEE STEM5 3 . : 2 „ MAX � N o 0 2 ' - 1 „ 8 » 24' - 3 " 1 ' - 9 �� $ �� S2 : B . O . Di' STEMS + � W � o � ' ' � Z � io -- — � (2} #5 Q 4" O. C . : ; � - _ M �TYP- � BOND BMS - _ _ T. O . BOND BlA 'C� c� n ov 3 •. ;: ALL WALLS CL W � � x „ , � ¢ , 14 NTYP y r. � � ¢ � I . � � � � o � . . . . . . . . . . . . . . . . . . . . . . . . . .. . � � . � . . . . � . . . . . . . . � . . . . . . . � .. . : .. . . . . . � � . : . . . . . . . . . . . . . � . . . . . . . . � . � . . . � , . � � �/ . � JOT .. � : � � � � � � � � � � � � � .� � � .� � � � � � � � O '.:: ;. 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LOCATE C� DEPTH MATCH . . ._ . , : . - , : �- ; . . : :. :: .: . : , ` ; ; . .- _ ;: , . , ,; _ _ ;: . : , . , . ;: ... , .c� ,. , , ;.: _::. , , . , ,, . � .. � , RI INA I ;. . >; ,< (3 G L RE NF. - - - , : ,: , _, , , ; ; ,, , . ; -, ,. . ; , .. .. ; � �` � _ _ _ _ _ - - a o - - . - - - - - - - - - - - - - - -�- - - - - - - - - - - - - g � a � REPLACEMENT C� NCRETE TOOLEQ CONTROL JOINT T�P 1 5 CL � { ) � � TOPPING ` LOCATION SHOWN SEE 7/S3 FOR JOINT S3 S3 � � � W 5HADED AREA. SEALANT DETAIL � i I ► I � Q #4 C�? 4' - 0 " O .C . C�D CHAIRS "� TO SUPPORT N W T ANSV R - > E R E SE � �/ TOP BARS . SEE 6/S3 . - Z , ,> „ Z o # 5x8 - 9 Q 6 O . C . � }� o � TOP ADJRCENT TO EXP �. �- � z JTS, CTRD OVER TEES z o �r � J Z � '�7-� -� .. � � � ' � t Q Z 2 � ir. � O a x � cn � � ``' a ¢ � w a � w W � � i i � � - - - - - - _ - - - - - - __ _ _ ao ° � NO DESCRIPTION DATE I _ a, 1 PLAN REVI �W N � _ — - ' _ - _ - - _ _ _ � & ADD . 1 3/06 _ c.a � Q DOOR SC EDULE �ate : Q2 � � 3�Q6 � �_ W DOOR SIZ � DOOR FRAME FIRE NOTES Qesigned : FRR � MATERIAL MATERIAL RATING � Drawn : WCE 0 l , 18 28 LE EL E , 6 � 8 � � � � J . .> > a � � V � � � O � RUC I L QN P T N a D1 6 - 0 x6 -8 H . M . H . M . 60 MINUTE SMOKE SEAL Ch �cked : FRR W 13/a " THICK '_ DOUBLE DOOR 1 j16 ,> _ � , _ � ., r ; . � r PLAN NOTES: .: �:::. a =: , ;: >; ;: � �� . <: ,:,::; , 1 . CONC SURFACE T0 REGIEVE NEVI TOPPING SHALL BE POWER WASHED WITH POTABLE WATER . SURFACE SHALL BE ROUGHENED TO Ya """""'�, DOOR NOTES . , ,; .. . . AMPLITUDE & SHALL BE FREE F�OM LOOSE AGGREGA7E, D �BRIS, DUST & OTHER DELITERIOUS MATERIALS. SURFACE SHALL BE OBSERVED ao 1 . H . M . = HOLLOW METAL; ASTM A366 C�LD- ROLLED STEEL. ., a, , BY ENGINEER PRIQR TO CONTRA.,TOR PLACING ANY REINFORCEMENT. CONTRACTOR SHALL SCHEDULE WITH ENGINEER ACCORDIiVGLY. � 2. SHOP APPLIED PAINT SHALL BE RUST INHIBITIVE ENAMEL OR PAINT, 2 . E & NEW GONCRETE TOPPING� SHALL BE SEALED PER GENERAL NOTES QN SHEET 51 . SEALANT SHALL BE APPLIED BTWN GRIDS B & � � � �' EITHER AIR DRYING OR BAKING , SUITABLE AS BASE F� R FiNISH . . AND � & 2a . � � � PAINTS ON STEEL SURFACES . 3 . NEW GONCRETE TOPPING SHALL BE BROOM ` FINISHED . , m 3 . SARGENT LOCKSETS 7604 - T0 BE ABLE TO ACCEPT 7 P( N BEST 0 4. EXISTING REINFORCEMENT THAT IS TO REMAIN & IS EXP�SED AFfER TOPPING DEM � LITION SHALL BE CLEANEQ AND FREE OF RUST, OIL & � LOCK CORES . OTHER FORIEGN MATERIALS BY SANDBLASTWG . „ = 4, SARGENT SURFACE GLOSER 1 131 - RU - EN . � 5. A�L NEW Tt� PPING SLAB SHALL BE CA5T MONOLITHfCALLY BETWEEN EXPANSION JOINTS . AS AN ALTERNATIVE, THE CQNTRACTOR MAY SUBMIT � � � �� � � � 5 . McKINNEY FULL MORTISE BEARING HINGES T4A3786 . � A CONSTRUCTION JQINT PLAN WITH DE1'AILS FOR APPROVAL BY THE ENGINEER. JRH JOB . 1898 6 . TIMCO FLUSH BOLTS AND STRIKES 3913. # • �t ° / , i � , ; i , -- � . _ ---_ __ _---- ____ _4_ --- � , � , � � � �� � � � � : . ��� � � o � � � � �� � ' �Q���`�'i � � ��� °�� �;b 4' � �° � � N Q � � . 6 . . . . . . . . . . . . . . . � . . . . . . . . . . � � . � . . . . . . . . . .. � . . � : . . . . . . . .. � . . � . . � � . � . . . . . . . . �� � . . � � � � � . � . . . . . . . . . . . . . . . � . . � � � � � . . � ... . . . . . . . . . . . . . . . � . . . � � � . . . � V! � . �. . . . � . . . . . . . � . . � . . � . . � � . � � . . . . . . . . � s s TRAN V R R IN _ , �°• �o�s� ���•°p� SESE E F �9� � a . o • � �g g ' _p " PER PLANNTYP F OF G0�-o � 2 ' -3 " 4' - 6 " 2 ' - 3 " MAR 2 2 2006 - � 6 28 8 SIM : 23 8 ADD �''s"�x6 " H .A.S . c.-'.> °" REMOVE & REPLACE 3Y2" S3 " S3 E TOPPING REMOVE & REPLACE 3Y " S3 REMOVE & REPLACE " t� 1 ' � 6 " O .G. TO E 9 „ 2' - 0" M � w REMOVE & FtEPLACE 31'2 � � 2 3Yz � } � , � Z OF CONCRETE TOPPING - OF CONCRETE TOPPING , TO aEMAiN OF CONeRETE TORPfNG OF CQNCR�E TOPPtN� , ANGt� Cc� �f3�E 0� N � , N �N TRE�ICH DR,41N � � � o � � � . . . . � . - � a � ' �. . ' . � .. � " .. . �� � . a . . " . � . . . ' . , - _. ' o : � : � . . . : . a ' , . . ' .� . . . . . , . � . . . q. 4 . � . . . . . . � 4 .� . � . . ' . . � � - � � � � . � . � . . . . . . . � . d . . ' � . . . . �. a . � . . a . � � . p � . a . a . : : . �a � , . . . , .. . . . . ' . - �� _ ' . �, a � ' d . ' ' ' 1 , ' O 0 � . � � . � . ' ' - . a . ' . A . ' ' O . � � � . . � . �be� a . . . . � . a " 4 . . . . � . �. . . . . . . . �I�YIei���i��T � . . � � W r� . . . : . , . ` : . ' � . � � . . . • . � . . . . . . . . " . . . . � . : • . " . . . .. . . . . . . � . � .. . . � . � . � . � . . . � . . . ' - ' . . � . . ' . . . . � . . . . . � � �./�.. . � Z , � M � N ' I I'� W..� � � fn N " Z p�p j� +I CHAIRS & #4 ._. � 0.,,. W C ;� ; `� LONGITUDINAL � a �- , » � E) BOTT TRANSVERSE � E} REINF PER _I � a N � BARS @ 4 - 0 _ ,, S 1 T0 REMAfN_ � � � v' o 0 ; REINF #5 C� 10Yz O. C . � � � � � O. C . TO SUPPORT TO REMAIN Q � � o i TRANSVERSE RE1NF' . �. z " � ( E) ' DBL TEE W/ lN TOPPING ,, ( E) LONGITUDINAL REINF , � (,} J � 5Yi TOPPING #4 C�? 1 ' - 3 " 4 . C . � � � � � o � i. w ,•� TO REMAIN . � F— � ° " � � � 0 > 1 TRAfVSYERSE REINFORCEMENTNTYP 2 EXPANSION ` Jt�INT (aN GRI � 28 3 EXPAI�iSIUN JQINT ON GRID 23 4 TRENCH DR�iIN ON GRID � 2 3/4» = 1 ' - 0 " �/4» _ � t _ a ,> ��4,, _ � , _ �,3 3�4,� T T `- � ,, S� S� S� �� � �� , W ' � � e � � � 0 � ; CS� ' � Z � ; � � � ' � = a ' _ � U � 3 ,> � �„ � �„ 3„ SEE 7/S3 F4R JOINT � ' SNOW MELT TUBE � SEALANT DETAIL „ BY MECH ENGWEER � , „ � „ �-1 � � , #4x8 -9 C�A 1 - 0 O . C . (TYP) � — , � � OR #5x8 ' - 9 " C� 6 " O . C . (ADJACENT TO EXP JTS} O� � � _ C� � _ _ `'"' N , � a _ a.' a k � . � . . . � . . � . � . � � . . . . . .. . � : . . � � . � . . . � . . � . . . . : . . . � . . . . . a . . - . . . ' 4 a .. . . d . , d � . , . � . . . : . . . . . . . . . . � . . . . . .. . .. ° o - , . a : a a: d REMQVE & REPtACE . . . . . . . . . . . . . � � � � � � Q . � � . � � o . � . , �=ic� , ,.. : , ° ° ; .. CONCRETE TQPPING . . . . . . . . . � � � � � - � . e � � rf . . � � . .. � � . ��� . . � . . . . . . . ' � � � � . � : �+"� _ - . ' d . - - . . . . . . . . . .. . . . . . . . . . . . . . . � . � �. .. � „ . . . . ,.. . . .. . . . ..,�. , :. ;,. . . . ,.. . . , � 9 - 6 3 -p ; � . , Q ,: , . .. _ , , , ., ;_ , Q 4 ' , o ' d aa . �Q ° 'da o .la ; ENTRY LANE ISLAND a � _ . ( E} GONCRETE ; REUSE E , , , ,.. , , , . , : , TOPPING ' TC} REMAiN ; � ) � , . .:: . ,, . ;; :, , , . . , : -� _:: ;; ;:: �,. TO� LED J � INT F-- , _ � . ,. ! � SEA NT W TOOLED BO�LARDNTYP cv , , . : . . ,` . . -� . : ; ;. ;: , . , _ , 1N P „ v LA / : � LACE W/ MAX Ya RADIUS ; FORMED GROOVE „ „ SEALANT ,� � ( E) " SIDEWALK Q 1y2„ (t } GROUT Ya SEALANT 4 b , 3/s MW � SEE 7/S3 . (E} 7EE FLANGE APPRC}VED � „ �icv NEW GONCREfE ( E} CRaCK � BONQ_ BREAKER - ' . J 3/4 CHAMFER cv ( E} TOPPING v .. ,.:. .,.-:.::...... >.... • : , . .�. . , : � - TOPPING ' '�. ' � .-- �-- _ ..,: , . : ..- .._.:_ �. . ; ` . . � � . � . . . � � . � . . . ' . . . � . . . � . Q . . . . . . � - � _N . e a io ;: 4 , Q - (E) TOPPWG a a : . . a . o a . . . . � e . . � . . . . . . . . . . . . . . . . . . . . . .a .� . . . . . . � . . . . . . . . . � . . .. . . . . . �j ':d ' � : . : . � , . . . . . . . � . . . . . . . � � � . . � � . Q ... .� � � . , . , a . " . . � ` � . � ' . �. . d 4 � o � � . a . - . . .. . . f ff . . . . ' . � m . . . . � . . . . . . Q , . . , " . . . . . .� . . . � . d � � - e ' . ,. : , - � 4 Q 1 - 3 O . C. #4 CONT � 4 - 0 O . C . ° � ' ' f ` W ; _ TO REMAIN ON CHAIRS * C� 4' -0 " MAX O . C . , ° - M N » �5 coNr c� � d'2 o .c. � � � 4 @ 1 ' - 0 " O .G T0 REMAIN CONTRAGTOR SHALL NOTIFY ENGI �JEER IF � # 4 CONT (TYP) . 2'-$� ( E� REINF THAT IS TO REMAIN I5 EXPOSED ADJACENT T0 IN NEW T�PPING AT ROUTED CRACK U w 4x _�1_ C�? 1 ' - 6" O. C . & SHOWS WDICATIONS OF DETERIORATION . EX�TING . TOPPING RODM BACKER � 8" cO sj4 „4�x1 ' - 0 " A. B . � � � � - �.�...� ' ; i 5 ENTRY LANE & ISLAND fi 7 JOINT SEALANT �ET�AIL.S � � S3 3�4» - � ' - 0 " "rJ' 3 3 " = 1 ' - 0 " J�"3 3 " = t ' -� " , e � � � ; * CHAIRS SHAI.� BE OF A MANUFACTURED TYPE. SEALANT SFiAL� BE APPRQVED W O ; MULTf - COMPONENT URETHANE � Q ' � , � � ; � � �"� , � Q � @ � � J O �° � V ; � � a � � � ; � � � � � � � Q �C > � � _._! F- SQUARE CUT Q BAR ENDS W J FOR FULL CONTAGT SEE 7 S3 FQR � (E) #3x C�} 8 » O. C . / » „ „ , 3 4 3 JT SEALANT , DTL � � TO REMAIN . DO NOT EXPANSION JT BY #4 Q 1 ' - 0" O. C . � ( E� #4 Ca? 1 ' - 0 " O. C . NTYP � QAMAG � DURING DEMO . MM SYSTEMS CORP. OR #5 C�? 6 " O . C. OR #5 C�? 6" O . C . (ADJACENT � LOCK� RETE ELASTOMERIC CONC SEE PLAN 31 " TO EXP JTS) /'''� #4 CONT BY MM SYSTEMS CORP . MIX & 2 �..J 5 W STR HK INSTALL W ACCORDANCE W/ MFR ' 5 � � a lN5TRUCTIONS . _ � 4 . . . . . . . . . ' . � . . . . dd . 4 �. d � � � . . . . . . . . � . � . . . � . . � . � . . . � �. . . . � . � . . . � . . � � � � � . � � . � � O . .. ' �. . � � , . �y . , . . . . . ' � . . � . . . . . . . . � . . . . . . � . . . . A . . � . � . . . . . . . . . . . . . � . . . . . . . � . . . . . . . . . . . . . . � � . � . . . � � . . . . . . . . . . � � � � f � � . �� . . . . . . . . � � R . � . . � . . . . � � . . � � : . � . . . . . . . . . . . . . . . . . . � . . . � � . . . . . � . � . . . . � � � . . � �� . � . � � . . � � . �-1N � 4 � , . . . . . . , .: . . . . . : TOPPING E 7HIS "� . , _: � . : r , ,.;° ,s : ;: � _° . . ,:: � , , . ; o : . , .� ,.,. : .: . . . . _;.. � . -, a , � ) o . : . . . ,. � • . . , .. .:. . ,_.. : , .. ,.: . : „ , „ o w � � - ,. .. , , - , .. � . : .,, : . .: - : . . . � SIDE C� SIM a q N ^ N J � op - a � _ d o a NO DESCRIPTION DATE , - _ � , . ,.: � N �� p.. Q n N i '. � . '` a a ; �,�- ' -*-�-, , „ - ��--_..� __ .. ,.�� �..,�= ;:. N . . . . . . . . � - p --. � .. . p n � . ,,, . : : . � . ; ; � . . .. ° Q � � q . � . . . � . � � . . � . . . . . � . . . . . . . . . � . � � � � . � . � . . � . � . � . . . . . � . . . � � _ . . � . � . � � .� � . . . . . � . � . . . . . . . � � � . . � � � . . . . . � . � . � . . . � . � . � . . � . . � � � � . � . � . . . � . � � �. � . � . . . U � , . . � . . . . . . . . . . . . . � � . . . � . . . . . . . � . . . � . . . � . . � . � . � . �, . . � . . . . . . . . � ,,_ � � F . . . . . . . � . . � . . . � . .. � . � � . . . . . . . . . � . . � � . . . . � . � . � � . . . � . � � . � �. . ,.; ^ . : . . . . � N �IN N Date : 02 j � 3/Q 6 ' o Designed : FRR w w ; TEE FLANGE � N ;:;.. , ., Drawn : �(IICE O ' : , � #4 OR �5 � h �cked : FRR w BAR COUPLER * a � : 8 EXPANSIQN JOINT DETAILS 9 � S3 3 » � ' o " �3 � " - � � - a °} , - � - `_ * "SPEED ' SLEEVE " BY ERICO OR APPRQVED EQUIVALENT. � m 0 � , � : _ � � ,` JRH JOB# : 189 $ i ; f, � ; � . . . . . . . . . . . . . . . � � � � � . . . . . . . . � . � . � � . . . � � . . . � . . � . . . � . . . . . . . . . . . . � . . . . � � . . F:i. �p � � . . � . . . . . . . . . . . � � .. . . . . . . . . . . . . � . . . . . � . . . � . . . . . . . . . . . � . . . . . � � . . . . . . � . . . . . � . . � . . . . . . . . . � � . ic�. �O � �' � � . r . . .. , . . .. � . . . . . . . � . . � � : . . . . . . . . . � � � .. . � . . � � . . . . � . . . . . � . . � . . . . � . . . . . . . .. � � � � ��� � ��� ... . MATCH ( E) �, � ��`� ��� � aA� �' � � � � � � � � � � � � � � 3 REMOVE & REPLACE 2 � • �0 „ S4 TOPPING PER 51 , S4 HSS10x3x%s EA SIDE ( E) DBL TEE FLANGE . . �\ � CONT Ya. S2 & S3 QOUBL� TEE STEM REPAIR NOTES : THE FOLLOWING NOTES SUPPLEMENT THE STRUCTURAL GENERRL NOTES W SHEET S1 . .�°°• . a�- ��°°O� BRG PAD DBL NUT ��F OF C4�O�P I = cw� 1 . APPCtCaBtE DES�GN C�36ES RND STAN[�aRDS: v .-. . , a a ^ z 2003 fNTERfVATfONAL BU ( LDIM1fG C06E MAR 2 2 200� a w a . � o. `' a Q . `� � ,4SCE 7 - 02 > MINIMUM DESIGN LOAQS FOR BUILQINGS AND OTHER S7RUCTURES � a . � � a � ° a � AISC MANUAL OF STEEL CONSTRUCTION , 3rd EDITION LRFD � W J � � 2 . DESIGN LOAQING CRtTERIR: �,. �- ' � °o o c°� FLQOR LIVE LOAD (PARKING) = 40 PSF W = o °° SNOW LOAD = 150 PSF IN AREA WELL ( N � RTH 8' - 0 " OF D(7UBLE TEE` . � � W w i ? 1 / _ 'L _ HMrp ' 6T STEF� RERCTfON = 27 KCP� SERVf� E, 37 KfRS ULTffvf/�TE 61� QRfGtt�,4C BEfCRfN"� �#l�tt�t��i, � _�, N 6:: ( E) CONC ` � z o . . WALL PANEL W 3 . MATERIALS : a Q� W � o � = 36 KSI _I � STEEL PLATES AhID �ARS: ASTM A36 , F y � � ° .- � y � � ° rn THREAt�EF3 RODS ; RST�Vt a36, F = 36 KSt �€ o , � STEEL TUBES: ,4STIV1 a5(30, GRADE B, Fy = 46 KSC � � � o i — — — — — — — — — — — — — — — — — — — — — — N WELDS : E70XX ELECTRODES . F- Q " � APPROX BRG � � � BEARING PADS : "MASTICQRD " BY JVI INC. OR NEOPRENE EQUIVALENT SUBMITTED BE C4NTRACTQR & APPROVED BY �/ � U � w� FAILURE BEYOND \ ENGtNEER. F '-`- � � 'zo �- - - - , -� Hss i i � � • � � � o �, � I I 4. CONSTRUCTION : � � - - - - - - ` - - - - - - - - - - - ` - A. PERMIT NO LIVE LOAD CONSTRUCTION OR OTHERWISE ON FAILED DT A�fER TOPPING SLAB DEMOLITION UNTIL � o - T _ . o [ � i � ALL FIIVAt STEEC BRA�KET R€PatR CO �tNECTtQIVS HaVE BEEN NtAC3E. � � _. _ ,, 'Gl �' JAMB NUT B. DO NOT " DEMOLfSH T� PPI �IG A�OVE FQ(LED QBt TEE UNTIC STEM ; KAS BEEN SHORE6. ' o M 7 " LJ 4 C . CONTRACTOR SHALL PROVIDE TEMPORARY � RACING FOR THE STRUGTURE AND STRUCTURAL COMPO �JENTS UNTIL � S4 ALL FINAL CONNECTIONS HAVE BEEN COMPLETEQ lN ACCORDANCE WITH THE PI.AN5. ' ; � , � „ � _ , D . SHOP DRatNtNGS FQR ?FtE STEEL BRACK �'F 8� BEARtNG PADS SffA�t: BE SttBMITTED �4 �h+E S�F�t1C�'kJRRt 2 a MAX 5 0 ENGINEER FOR REVIEW PRIOR T0 FABRtCA�IORt� THE CONTRACTtJR IS RESPQNStBtE TQ VERIFY QkMENSION� Al�a , � FIELD VERIFY QUANTITIES . SUBMITI"ALS SHALL INCLUDE A REPRODUCIBI.E AND ONE COPY. ENGINEER REQUIRES 10 WORKING ; _ (E) 9 ' - 4" WIDE DAYS FOR REVIEW; CONTRACI'OR SHALL SCHEDULE ACCORDINGLY. ��. � RELOCATE (E) MECH LINES E. S�RUE�kJRA� O�SERVATIOM1� OF THE INST ��,4fI0f�F OF THE STEE� BRRCKE� SHAL� BE PERFQRM �€k E�Y TF+E _ W DBL TEE W/ A : (GAS, CONDUIT, SPRINKLER , ENGWEER . THE CON7RpGTOR SHRLL PROVIDE THE ENGINEER 48 HOUR NQ�tCE BEF4RE II�SfA�t�4kFfON OF THE j� „ ( E) CONT FAILED BEARING �i $ BRG HAUNCH ETC. ) AS REQD FOR J STEE� BRACKET. � � , � INSTALiAT10�1 OF DT STEM G. ALL WELDING SHALL BE IN CONFORMANC � WITH A. I , S . C . AND A.W. S . STAN (�ARQS AND SHALL BE PERFORMED BY : REPAIR SYSTEM . = AWS ERTIFI D W LDE�2 WH SHALL HRWE �lfE ENE OF P��SENG TH € A.W. S. �Tt��lD1�RE} Qk�A�IFIER��FE}�1- �'ES�'S � Q � ' TEMP SHt� RWG TO SLAB AT LEV_L 1 ' C � � �, Q d � CAPACITY = 30, 00� LBS MIN FOR THE WELDS Tt�EY WILL BE PERFORMtRIG . � 6 ' - 0 " MAX H . STRUCTURAL STEEL ASSEMBLY SMALL BE PAINTED WITH GREY PRIMER & RED PAINT. Z � G . . . . . . � . . . . ... . . . . . . . . . . . � . . . � . . . . � . � . . � . � . . . . � � '^r/ �../V . � ' , � . � . . . . . . . . . . � . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . � � � � � � . . � . � � . � . . � � . � . . � � . . L�Y.� . . . 5 . INS��lLLATI01� Pk�QGE�Qt1k�E: + �. SHORE FA4LEQ DBL TEE STEM W4TH TEMPOI�ARY COl.UMNS AS C �OSE AS P4SS( B �E �0 BR6 H,4�1 �Ek�. SHORING � : � NEW STEEL BRAGKET ELEVATION ' SHALL BE INSTALLED BEFORE DEMOLISHING TOPPING AB�VE. SHORES SHALL BE C4NTINU� US AND ALIGNED AT = � , O S� 1 „ = 1 '- 0 " ALL LEVELS DOWN TO SLA6 - 0N — GRADE. DUNNAGE SHAL.L BE USED TO SPREAD THE LOAD TO THE SLAB - ON — � U ; GRAD� OVER A 5 ' - 0"x5' — �" AF2EA. .�J , B. AFTER SH�RWG IS IN PL4CE, TOPPING SHAL� BE DEMO �{ SHED PER SHEE�S S1 > S2 , 8c S3. I.LJ � C . RAISE FAILED DBL TEE STEM BY JACKING TQ BE AS CLOSE AS P4SSIBLE TO THE ORIGINAL ELEVATION . � , !� — , SEGURE IN PLAGE BY ADJUSTING SHORING OR ADDING SHQRING . � Q , D. PREPAIk� TQP SURFAGE OF BRG HAU�VGH FQR NEW STEEL �UBE BEARINGS BY CLEANtNG- & PRESSURE _ : � CL WASHING. � E. ERECT STEEL BRACKET W/ BEARING PADS ON ` HAUNCN (3/S4} & UNDER STEM (2fS4) . � ` FIELD VERIFY � F. DRILL HOL�S THROUGH DBL TEE FIANGE F� R TMREADED RODS (4/S4) . �, G . fNSTA�L T�tREADED RE}E5 W/ FB 2 (4/S4}. TtGt+FE�t �f�R h}UTS SUEH �HA�F BRAEI4ET ELEVfkTI4N �A�CHES 4N � _a a 4 EACH SIDE C3F' 5TEM l�,fJD StJF�ICIEI�tT TO PRE�EN7 SETTLEMEf�tT OF �'HE S�EM WHERt SHORES AR}E} JACKS P�RE � �Q , a . . a q , REMOVED . 4 Q H . REMOVE SHORES & JACKS . : r I . REPRfF� VNfNG —V+fA�}� CONNECTfONS OF E?B�. l'EE FtANGES PER 5/S�k. , J . REPLACE TOPP1RtG PER SHEEfS S ? , S2, S3 WITH tSOLATIOfV JOINT SHOWtV Il�t 1 f S4. SPACER Pll'4x4x4 CTRD ON 5 CL i � FB 2x8 EA SIDE OF STEM . S4 FIELD � NQTE: ( 1 ) SHALL BE FIELD VERIFY � , � ,� �'i s � s WELDED & ( 1 ) SHALL BE � , ' � 6 SHOP WE�OED. GONTRACTOR i i SHALL FIELD VERIFY FINAL � 3/� s INSTALLATION LOC BASED � E CMU WALL ON STEM TAPER SO THAT W , ; � ) � SPACERS ARE TIGHT TO : BOTH FACES OF STEM . STIFFENER PLY4x3x3ki _ � _ _ o �y CTRD ON FB 2 UNDER � � > HSS T� E A H S S 1 0 - y PU,2 � W � CL FB 2 � 4 , Q � �:.� PL Y2x10x10 EA SIDE OF STEM � � FB2x8 W STIFFENER PL TO � s 5/ s � � ' HSS & PL �2 � 6 � Q ' 3/ x7x6 BRG PAD CTRD 2 SIDES & �/ z � LL � , UNDER STEM & ON FB 2 . Y4 T4P EDGE � ' PLACE W/ 7 " DIMENSION —'� PERPENDICU �AR TO STEM � � OF DBL TEE. � Q O � � ,..� 2 NEW STEM BEARING PLATE f—i- . . . � � . � � � � . . � . . � � .. . � . . . . . . . . � . . �� � . � � . . � . � » � > . O » . . . . .. � . . . . � . � . . � . . . : . . . . . . � � . � � . . . . . . . . .� � . � . . . � . . . . � . � . � . . . � . . ,.. S4 = — �'° � Q � - a � � � � � �-- � J � � - � � � � . . � � � �. . . . . . . . . � . . . . . d . . 4 � . . . �� Q � , - . � . . "4 . . . . . . a . �- . . . . . . . . .. � . � � �. � . � . . � � . . � . . � �. � � . � � � � � � . . . . . . � � � � � . . . . . . . . . . . . . . . . . .. . . . . . . . . . � �r�"" Q f� �"1 ryv- . . . .� .. � � � . . . �. � � . . � . �. � . . 4 � . ...,,� ' � � Q � . . - ,� . . . . Q . . . . . . . . _ . . . . . � .. . . � . �. � . . . � � � � � . . � � � . . . . . � . . � . . � � � � . . . . � � ' . � . . . . . . . � . . . .. . . . . . . � . . . . . � . . � . � � . � . . . � . � �'�/ . a d �ja a � � r . NEW #5 (ASTM A706) MINIMUM — MATCH , EXPOSED LENGTH OF WING—WANGS � � �ND PLY2x4x10Y2 NEW TOPPING � � � : 5 S4 DBL NUT FB 2x8x1 ' � � " � � (2) SICES & � , Y TOP EDGE � � 4 � � 4 - - Q `- !� Q 1 . . Q EA END Y4 HSS TG ',� � ' a Q OF PL � s Y4 ��� \ BRG PL T � � _ CL HSS10 & PLYx4 a � a ` BEYOND „ � " � 7/s � THREAQEQ Q . H . Q PI.�'4x4x1 ' - 8" BTWN S4 ' TEE STEM & FACE ' BRG PL Y2x4x5 ROQ EA SIQE - - - � - - - NO DESCRIPTION DATE N �F WALL - _ = INSTALLED PLUMB N - - -- JAMB NUT 1 ADD . 1 3/06 N - - CAP P �x5x5 W/ JACKING DISTANCE , �CONT BRG HAUNCH � » HOLE CTRD � - - - - - - - VARI �S � BEYOND FOR ThiREADED R4D ' ( E) DBL TEE FLG OF a ( E) MECH LINES SOUND DBL TEE / � NOT SHOWN (�) QBL TEE ; FLG �E Date : O� 'f � O6 , _ _ HSS 4Yx4�' xl x1 a ^4" DBL TEE W/ FAILED / � o BRG PAD 3lsx5x6 W/ 2 2 1s � E) �4 WING -WANG IN DBL BEARING -JACKED Designed . FRI'� W EA SIDE Y4 TEE FLANGES . CLEAN BY ; � J/s BEYOND EA EDGE SANDBLASTWG AND GRIND BACK TO ORIG EL Drawn : WCE _ OF STL BRG PL � SMOOTH AS REQD FQR . �- RE-WELDING . Checked . FRR � ��'` HSS10 T� a Ya� \ HSS4Y2 ; o WING -WANG CONNECTIQNS SHALL BE REPAIRED PER TH15 DETAIL ALONG BQTH SIDES OF THE FAILED DBL � TEE IN THE AREA WHERE TWE ( E) TOPPING IS FULLY 00 QEMQLISHED . (SEE S1 FOR AREA� � , m ° 3 NEW BEARING ` ON HAUNGH 4 5 � _ � „ = 1 , _ 0" 1 ,, _ � , _ � •, �» = 1 '-Q„ � S4 S4 S� ' � , JRH JOB� : 1898 � trttt anrtttrr ' ���°t, ���r, o ��° .%. � . . � . . � � � . � . . . . . � � . � . � . .� : � . . . . � . . . . . . . . , . .. . . . . � . . �.. . . . . . . � . . . � � � . . . . � �. . . � .� . . � � . . . � �. �. . . . . . . � . . .. � . . . � . . . � \`1\� d • �.y om ° � ¢ � {,vs� . . . . �. . . : �� X � � . . � . � . . . . . . . . � � . . . . . � . � . . . . . � . � . . . . . �. . . . . . . . . � � . . . . . . . . . . . . . . MECHANICAL LEGEND : ;: � a. oF� m�� l . � @ ,� l _ o � � � � : . , a � � e AFF ABOVE FINISHED FLOOR • a9 e� �y � ° -pe d G � {:J � �q = AFG ABOVE FINISHED GRADE 9 a � �.,, � DN DOWN � 0�,;, • , � �,;, : e•.� � ' �� ��"� � (E) EXISTING f�i�t�' ' • o .�• � .,ti�� . OSA OUTSIDE AIR . ���iii`S�Q19f � �. �'��'��'� TYP . TYPICAL �//!/I!!l i l l l l!I l U!\�\ UNO UNLESS NOTED OTHERWISE SMS — SNOWMELT SUPPLY SMR — SNOWMELT REfURN o 0 G NATURAL GAS N � : D DRAIN PIPE _ •• c? o —�{-- BALL VALVE } � os , , PLUG OR BALANCING VALVE ` a a —�— : CIRCUIT SETTER VALVE Z W � , �— — N � c c°� rn ' : THE OWNER WILL PROVIDE NECESSARY LIGHTING WORK 0 Z y �q � � � ASSOCIATED WTIH THE NEW STORAGE 300M . � � Q � a ° � N COORDINATE SCHEDULING AND IMPACTS T0 OTHER AIR VENT Q a� m �, N N TRADES WITH OWNER . FIRE ALARM IS PART OF � PRESSURE - TEMP . TAP W 'ao ° M o ° ' CONTRACTOR ' S SCOPE. /�� W � vv � W � E � . . � . . . . . . � � . . . � � . � � . . � . . . . . � . . � . . . . . � . � . . � . �� . . � .. . . � � � � . . . . . . . . . . , � . . � .� . . . . . � . . � . � . . . . - . . . � . . . . � . . � � . . . . � . � � � . � �. . . . . . . . � . . �. . . . � . . � . . .. . . . , . . . . � . . . . � Y . $ � � y � � . � � . . 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' � ! I � ' i � I , i , , , � i � , i ; , , � � � � � � � w � i I ' ( ' I ; ' ' � � � � ' I I ' ( ' I i I I ' I � � � �, � I ; I I i � . I I I � V - - - - — - -- _ - - - -- - - -- ' -- - - - —�--- - --- - - 1 ---- - �- - -- — - — - - - -- -- - —' - --�- -- - --- --- - - -- - — � -t— - - --- - -�------ ---_— � _. _ - ' - - ----I--- - � � � ' i - - - - A O - - f ; r- ; ; � -f- ! � � ( I ` ; � , I � � O � � � , , � � � � , � � � i I Z ; : , i , , � i � � � � � ; , ( I � i I � , , _ - - - � - - I - - _--- - �-- --- � ------- - - - ___._- - - �- - - -- - - � - -L----- - --.� - ---�-- - - -- - � - -�- - � ----� - - - - I-- - � - - -�---- - - a - - � � --{A� o Q , - - -- _ - - - --- - - --- - -- - - - - � 1� � � ; � � � ' i � � � � , , � o � � i � ; � � � , � � _ � � � w � m _ �- � o ,, � • I— � ; � MAIN LEVEL MECHANICAL AND ELECTRICAL PLAN NOTES . v , .� _ -- C!� � � , t: � , 1 �� _ � „ 1 . REFER TO PROJECT SPECIFICATIONS BOOK FOR ,. SCALE : 1 / 16 — 1 — 0 � � � � ; MORE INFORMATION . � RADIANT MANFOLD SCHEDULE - � 2. ADJUST EXISTING FIRE PROTECTION SPRINKLER � -� SYSTEM AS REQUIRED TO ACCOMMODATE NEW � Q APPROX TOTAL ESTIMATED # LOOP PRESSURE STORAGE ROOM . PROVIDE NEw SYSTEM ; � ZONE DESCRIPTION AREA GPM REMARKS Q � o � SQ . FT. � OF LOOPS LOSS ( PSI � COMPONENTS AS REQUIRED . N � � I..L , , �r' ' , 3. ADJUST EXISTING FIRE ALARM SYSTEM AS � FAR EAST ZONE 250 MAX LOOP RAGE � � � 1 2416 13. 5 14 5. a LENGTH REQUIRED TO ACCOMMODATE NEW STO �-= ROOM . PROVIDE NW SYSTEM COMPONENTS � REQUIRED . W _I c� EAST ZONE 250' MAX LOOP � Q 2 2514 " 14A 14 5. 0 LENGTH CUSTOM MANIFOLD TO MAINTAW c_� � Q MINIMUM 6 " O. C. SPACWG OF TUBES. � �J � . � � : � � . . . . . . . �. � . . . � , � . . . . . . . . � � . � .. . . . � . . � . .. . . . � . . � . . . . . . . . . � . . � . . � . � . � � . . . � � . � � . . . . . � . . � . . � _ U 250' MAX �OOP � c� 3 WEST ZONE 1868 10. 5 11 5 . a MUTIPLE REMOVABLE PANELS FOR ACCESS TO m ° LENGTH PIPE MANIFOLD REVERSE RETURN . � ; ENTIRE LENGTH OF NORTH SIDE OF MANIFOLD . c , � 250 MAX �OOP O � 4 FAR WEST ZONE 1856 10. 5 11 5 . Q ' LENGTH SCREWS FOR ACCESS PANEL �, REMOVAL. � � —° _ MANUAL AIR VENT. TYP . a � , � , � PAINTED SHEET METAL MANIFOLD +, ENCLOSURE. °' NO DESCRIPTION DATE �; � ISOLATION VALVES. � � coNSr. oocs. 2/is/os � f � � � SMS/SMR PIPING DN . � 0 , } Date : 02 15 05 � � � , � � Designed : RNH � � Drawn : RNH � , � c�n CONTROL VALVE. Revised . DJ K �' REFER TO STRUCTURA� DRAWINGS FOR '"�_ INDIVIDUAL LOOP ISOLATION /gALANCE VALVE. � . - TUBING LOCATIONS IN CONCRETE SECTION . � ' CONTOL WIRE ROUTED W EMPLTY TUBE OR , o_ CONDUIT TO FACILITATE SENSOR REPLACEMENT. `� ZONE TEMPERATURE SENSOR LOCATED CENTERED � BETWEEN TUBES IN CENTRAL DRIVE AREA. G 0 �,� ,� v-, TUBING SHALL BE SPACED NO CLOSER THAN 6 O. C . AT ANY POINT IN CONCRETE TO MINIMIZE c° : RISK OF HOT SPOTS JN TOPPING , SLAB . � SNOWMELT MANIFOLD DIAGRAM � � .� - 2 o : NO SCALE �_ , � g � �% ,, v; ;' ��.. � . _, - . � � _�_ , ,,. _�._ __�_ , _ M. �_. ��._,�.,�. . _� � � . . �_. �\1\1i1{ lBlllfl!!// o ..��°` R EG °'%., ,, � �. . . . . . . . . . . . . . � . � � . .� . . . . � . . . � . . . . �. � . . . � � . . � � � . . . - � � �. � � � � �. � � � � � � . . . . � . . . � . - . . . . . � � . . . . . . . . . � . � � . � . . . . . � � . . . . . . . .. . . . � � � . . � ' . �. . . � . � � � � . . . . . � `� �. . �e , � e d. �i,�� .� . . ..., � � ��, KOg�� . 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