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STRUCTURAL DRAWING ABBREVIATIONS
SECTION OR DETAIL
DETAIL OR ELEVATION IS SHOWN
DRAWING NUMBER ON WHICH
SECTION OR DETAIL IS TAKEN
IDENTIFICATION NUMBERSECTION OR DETAIL
TITLE WHERE SECTION IS SHOWN
SYMBOL WHERE SECTION IS TAKEN
ELEVATION
DRAWING NUMBER ON WHICH SECTION
IDENTIFICATION NUMBER
SECTION, DETAIL OR ELEVATION
STRUCTURAL DETAIL SYMBOLS
SS�102
102A
SS�101
101A
TITLE101A
SCALESS�102
A
A
UP/DN
SLOPE
Sx
A
�X'�X"
OR
OR
CAP=xT
STRUCTURAL GRAPHIC SYMBOLS
SBx
+
MCx
OR
R=x
0.0
COLUMN MARK
FOOTING MARK
Cx
Fx
PIER MARKPx
GRADE BEAM MARKGBx
PRECAST CONCRETE MARKPCx
CONCRETE BEAM MARKCBx
SOIL BORING MARKSBx
TRUSS MARKTx
REINFORCED TRUSS MARKRTx
JOIST MARKJx
CRANE MARKCRx
CRANE GIRDER MARKCGx
MOMENT CONNECTION MARKMCx
BEAM MARKBx
HOIST BEAM MARKHBx
JOIST GIRDER MARKJGx
SPECIAL JOIST MARKSPJx
TROLLEY BEAM MARKTBx
FLOOR BEAM MARKFBx
STRUCTURAL GRAPHIC MARKS
NOTE:
GRAPHIC MARKS ARE WORKED IN CONJUNCTIONWITH SCHEDULES AND OR DIAGRAMS
REINFORCED BEAM MARKRBx
SUPPORTED SLAB MARKSx
ROOF DECK MARKRDx
REINFORCED COLUMN MARKRCx
HANGER MARKHx
CLAMP MARKCLx
DRILLED PIER MARKDPx
STEEL H�PILE MARKHPx
MASONRY WALL MARKMWx
JACK TRUSS MARKJTx
GRAPHIC SYMBOL DESCRIPTIONMARK DESCRIPTION
ACIADDADJAFFAISCALTANCANSIAPPROXARARCHASTMB/BBCBETBLDGBLKBMBOFBOSBOTBRCGBRGBRKTBSMTBULLC/CCERTCHKD PLCJCLCLJCLRCMCOLCONCCONNCONSTRCONTCONTRCTRDETDHDIADIAGDIMDJDLDNDODWGDWLEAEFELELECEMBEQEQPTEWEXP JTEXPEXSTEXTFDNFDNCFINFLFLGFSFTFTGFUTGAGCGALVGENLGOLGRGRTHHGRHGTHORIZHPHSHSSIDIEIN
AMERICAN CONCRETE INSTITUTEADDENDUMADJACENTABOVE FINISHED FLOORAMERICAN INSTITUTE OF STEEL CONSTRUCTIONALTERNATEANCHORAMERICAN NATIONAL STANDARDS INSTITUTEAPPROXIMATEANCHOR RODARCHITECTURALAMERICAN SOCIETY FOR TESTING AND MATERIALBACK TO BACKBOTTOM CHORDBETWEENBUILDINGBLOCKBEAMBOTTOM OF FOOTINGBOTTOM OF STEELBOTTOMBRACINGBEARINGBRACKETBASEMENTBULLETINCENTER TO CENTERCERTIFIEDCHECKERED PLATECONSTRUCTION JOINTCENTERLINECONTROL JOINTCLEARCENTIMETERCOLUMNCONCRETECONNECTIONCONSTRUCTIONCONTINUATION (CONTINUOUS)CONTRACT(OR)CENTERDETAILDOOR HEADERDIAMETERDIAGONALDIMENSIONDOOR JAMBDEAD LOADDOWNDOOR OPENINGDRAWINGDOWELEACHEACH FACEELEVATIONELECTRICALEMBEDMENTEQUALEQUIPMENTEACH WAYEXPANSION JOINTEXPANSIONEXISTINGEXTERIORFOUNDATIONFOUNDATION CONTRACTFINISHFLOORFLANGEFAR SIDEFEETFOOTINGFUTUREGAGEGENERAL CONTRACTGALVANIZEDGENERALGAGE OUTSTANDING LEGGRADEGRATINGHIGHHANGERHEIGHTHORIZONTALHIGH POINTHIGH STRENGTHHOLLOW STRUCTURAL SECTIONINSIDE DIAMETERINVERT ELEVATIONINCHES
INCLINFOINT JTkKSFKSILLBLGLHLJLLLLHLLVLOLPLSMMACHMATLMAXMECHMEZZMFRMINMISCMMMTNICNONSNTSO/OOCOPNGOPPPCPEMBPENPLPROJPSFPSIRRREFREINFREMVREQDRRSCHSECTSFRCSIMSPSPECSQSSCSTAGGSTDSTIFFSTLSTRUSYMtTT&BTCTEMPTHKTLTOCTOFTOPTOSTYPUONVERTVSCWW/W/OWHWJWLWOWPWSWSWTWWRWWF
INCLUDEINFORMATIONINTERIOR JOINTKIPSKIPS PER SQUARE FOOTKIPS PER SQUARE INCHLENGTHPOUNDLONGLOUVER HEADLOUVER JAMBLIVE LOADLONG LEG HORIZONTALLONG LEG VERTICALLOUVER OPENINGLOW POINTLOUVER SILLMETERMACHINEMATERIALMAXIMUMMECHANICALMEZZANINEMANUFACTURERMINIMUMMISCELLANEOUSMILLIMETERMETRIC TONNOT IN CONTRACTNUMBERNEAR SIDENOT TO SCALEOUT TO OUTON CENTEROPENINGOPPOSITEPIECEPRE�ENGINEERED METAL BUILDINGPENETRATIONPLATEPROJECTIONPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHRADIUSRISERREFERENCEREINFORCEMENTREMOVABLEREQUIREDRAILROADSCHEDULESECTIONSTEEL FIBER REINFORCED CONCRETESIMILARSPACESPECIFICATIONSSQUARESTRUCTURAL STEEL CONTRACTSTAGGEREDSTANDARDSTIFFENERSTEELSTRUCTURALSYMMETRICALTHICKNESSTREADTOP AND BOTTOMTOP CHORDTEMPERATURETHICKTOTAL LOADTOP OF CONCRETETOP OF FOOTINGTOP OF PIERTOP OF STEELTYPICALUNLESS OTHERWISE NOTEDVERTICALVERTICAL SLOTTED CONNECTIONWIDTH (WIDE)WITHWITHOUTWINDOW HEADWINDOW JAMBWIND LOADWINDOW OPENINGWORKING POINTWINDOW SILLWATER STOPWEIGHTWELDED WIRE REINFORCEMENTWELDED WIRE FABRIC
CHECKERED PLATE (PLAN)
CHECKERED PLATE (SECT/DET)
GRATING (PLAN)
GRATING (SECT/DET)
GRATING (SECT/DET)
CRANE RAIL
METAL ROOF DECK
METAL FLOOR DECK
WOOD BLOCK
WOOD BLOCK/BEAMEND SECTION
FIXED HANDRAIL
REMOVABLE HANDRAIL
SAFETY GATE FOR HANDRAIL
LADDER (PLAN)
LADDER W/CAGE (PLAN)
MASONRY WALL (PLAN)
MASONRY WALL W/ BRICK (SECT/DET)
VERTICAL BRACE (PLAN)
EXST COLUMN GRID HEAD
NEW COLUMN GRID HEAD
EXISTING COLUMN LINE
COLUMN CENTER LINE OR CENTER LINE
NEW CONSTRUCTION
EXISTING CONSTRUCTION
EXISTING CONSTRUCTION TO BE REINFORCED(PLAN)
EXISTING CONSTRUCTION TO BE REINFORCED(SECT/DET)
EXISTING CONSTRUCTION TO BE REMOVEDOPENING/BOXOUT
STAIR DIRECTION
SLOPE DIRECTION
AXIAL FORCE OR REACTION
MEMBER LOAD
FLOOR ELEVATION DATUM
SOIL BORING
SUPPORTED SLAB
ROOF DECK
KEY NOTE
EXTERIOR GRADE OR PAVEMENT ELEVATION
CONCRETE PATTERN
GRADE PATTERN
STRUCTURAL FILL MATERIAL PATTERN
KEY JOINT
RUBBER OR VINYL WATERSTOPBENTONITE WATERSTOP
STUD ANCHOR
COMPOSITE SHEAR STUD
REINFORCING STEEL
WELED WIRE FABRIC
EMBEDDED ADHESIVE REINFORCING STEEL
EMBEDDED ADHESIVE ANCHOR EXPANSIONANCHOR
COLUMN
STUB COLUMN
MOMENT CONNECTION
BRIDGE CRANE AND RATED CAPACITY
RDx
ALL DIMENSIONS OF AND TO EXISTINGCONSTRUCTION SHALL BE VERIFIED IN FIELD
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
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DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
12" = 1'0"
SYMBOLS ANDABBREVIATIONS
130323
D. FISHER
07/23/14
SS0001
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSAA. ISSA
STRUCTURAL SHEET LISTDRAWINGNUMBER DRAWING TITLE
CURRENTREV DATE:
SS0�001 SYMBOLS AND ABBREVIATIONS 10/22/2014
SS0�002 GENERAL NOTES 10/22/2014
SS0�003 DESIGN CREITERIA 10/22/2014
SS0�004 SPECIAL INSPECTIONS 10/22/2014
SS0�005 TYPICAL DETAILS 10/22/2014
SD4�101 ENLARGED PLAN�BLDG 1 EXPANSION DEMO PLAN 10/22/2014
SB1�100 OVERALL STRUCTURAL PLAN 10/22/2014
SB4�101 ENLARGED PLAN � CANOPY FOUNDATION 10/22/2014
SB4�102 ENLARGED PLAN � SOAKING FURNACE PIT / FIN FLR LEVEL 10/22/2014
SB4�102A ENLARGED PLAN � SOAKING FURNACE PIT / �3.7m LEVEL 10/22/2014
SB4�102B ENLARGED PLAN � SOAKING FURNACE PIT EMBED PLAN / FIN FLR LEVEL 10/22/2014
SB4�102C ENLARGED PLAN � SOAKING FURNACE PIT EMBED PLAN / �3.7m LEVEL 10/22/2014
SB4�103 ENLARGED PLAN � DESCALING PIT 10/22/2014
SB4�104 ENLARGED PLAN � UT FOUNDATION 10/22/2014
SB4�105 ENLARGED PLAN � BLDG 1 EXPANSION FOUNDATION 10/22/2014
SB4�107 ENLARGED PLAN � PIPE TRESTLE FOUNDATION 10/22/2014
SB4�108 ENLARGED PLAN � CONTROL ROOM TRENCHES 10/22/2014
SB4�109 ENLARGED PLAN � PIPE CUTTING FOUNDATION 10/22/2014
SB4�500 HT BUILDING ENLARGED PLAN 10/22/2014
SB4�500A HT BUILDING ENLARGED EMBED PLAN 10/22/2014
SB4�500B HT BUILDING EXTERIOR CONVEYOR FOUNDATION 10/22/2014
SB5�001 SECTIONS AND DETAILS 10/22/2014
SB5�002 SECTIONS AND DETAILS 10/22/2014
SB5�002A SECTIONS AND DETAILS 10/22/2014
SB5�002B SECTIONS AND DETAILS 10/22/2014
SB5�002C SECTIONS AND DETAILS 10/22/2014
SB5�002D SECTIONS AND DETAILS 10/22/2014
SB5�003 SECTIONS AND DETAILS 10/22/2014
SB5�004 SECTIONS AND DETAILS 10/22/2014
SB5�004A SECTIONS AND DETAILS 10/22/2014
SB5�005 SECTIONS AND DETAILS 10/22/2014
SB5�007 SECTIONS AND DETAILS 10/22/2014
SB5�100 SCHEDULES AND DETAILS 10/22/2014
SB5�500 SECTIONS AND DETAILS 10/22/2014
SB9�002 SOAKING FURNACE PIT � ISOMETRIC SOUTHEAST VIEW 10/22/2014
SB9�004 UT FOUNDATION � ISOMETRIC VIEW 10/22/2014
SB9�501 HT BUILDING � ISOMETRIC VIEW 10/22/2014
Grand total: 37
NO. ISSUANCE STATUS DATE
A PEMB PRE DESIGN 07/24/2014
B PEMBBIDS 08/01/2014
C 50% REVIEW SET 08/22/2014
D PERMIT ISSUE 09/05/2014
E 75% PROGRESS SET 09/26/2014
F 90% REVIEW 10/10/2014
G OWNER REVIEW 10/22/2014
11/14/2014
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
GENERAL NOTES
130323
D. FISHER
07/23/14
SS0002
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSAA. ISSA
1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW.NO MODIFICATIONS OR SUBSTITUTION OF DRAWINGS AND SPECIFICATIONS WILL BEACCEPTED VIA SHOP DRAWING REVIEW.
2. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR SUBMISSION TO THESTRUCTURAL ENGINEER. CONTRACTOR SHALL REVIEW FOR COMPLETENESS ANDCOMPLIANCE WITH CONTRACT DOCUMENTS.
3. SUBMIT SHOP DRAWINGS TO THE STRUCTURAL ENGINEER AS INDICATED OR SPECIFIEDFOR REVIEW PRIOR TO FABRICATION. REVIEW WILL BE FOR GENERAL CONFORMANCEWITH DESIGN INTENT CONVEYED IN CONTRACT DOCUMENTS.
SHOP DRAWINGS
4. WHEN AN ENGINEER IS REQUIRED TO SIGN AND STAMP SHOP DRAWINGS ANDCALCULATIONS, ENSURE SEAL INDICATES ENGINEER AS REGISTERED IN THE STATEWHERE PROJECT SITE OCCURS.
5. SHOP DRAWINGS ARE NOT PART OF CONTRACT DOCUMENTS. THEREFORE, STRUCTURALENGINEER'S REVIEW DOES NOT CONSTITUTE ON AUTHORIZATION TO DEVIATE FROMTERMS AND CONDITIONS OF THE CONTRACT.
6. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS, LACK OF COORDINATIONWITH OTHER PORTIONS OF CONTRACT DOCUMENTS, LACK OF CALCULATIONS (IFREQUIRED), OR WHERE MODIFICATIONS OR SUBSTITUTIONS ARE INDICATED WITHOUTPRIOR REVIEW PER PARAGRAPH ABOVE.
7. SUBMIT SHOP DRAWINGS AND CALCULATIONS TO GOVERNING CODE AUTHORITY WHENSPECIFICALLY INDICATED OR REQUESTED.
8. MAINTAIN A COPY OF ALL SHOP DRAWINGS ACCEPTED BY THE STRUCTURAL ENGINEERAT SITE DURING CONSTRUCTION PERIOD.
9. STRUCTURAL ENGINEER REQUIRES 10 WORKING DAYS AFTER RECEIPT OF SHOPDRAWINGS AND CALCULATIONS FOR PROCESSING.
1. REFER TO DRAWING SB4104, SB4500, SB5100, AND SB5500 FOR ANCHOR RODDETAILS.
2. ANCHOR RODS FOR COLUMNS BEARING ON SPREAD FOOTINGS WITHOUT FORMED PIERSSHALL BE SUPPLIED AND INSTALLED BY THE FOUNDATION CONTRACTOR. ANCHOR RODSFOR COLUMNS BEARING ON SPREAD FOOTINGS WITH FORMED PIERS SHALL BE SUPPLIEDAND INSTALLED BY THE FOUNDATION CONTRACTOR.
3. ANCHOR RODS SHALL BE ASTM F1554, GRADE 55, WITH WELDABILITY SUPPLEMENT S1(WITH THE CARBON EQUIVALENT FORMULA IN ASTM F1554 SECTION S1.5.2.1), THREADEDWITH NUT TOP AND BOTTOM, UNLESS OTHERWISE NOTED, WITH ASTM A563, GRADE A,HEAVY HEXAGON CARBON STEEL NUTS, AND ASTM F436, TYPE 1, HARDENED CARBONSTEEL WASHERS.
ANCHOR ROD
4. INSTALLATION OF ANCHOR RODS SHALL BE IN ACCORDANCE WITH THE AISC CODE OFSTANDARD PRACTICE.
5. THE TOPS OF DRILLED AND FORMED PIERS UNDER BASE PLATES SHALL BE CLEANED BYTHE FOUNDATION CONTRACTOR.
6. TOLERANCE ON ANCHOR ROD PLACEMENT IS IN PLAN AND 1/50 OUT OF PLUMB.
7. NUTS FOR THE ANCHOR RODS TO BE ASTM A563, GRADE O, A OR B.
1. SLABS ON GRADE SHALL REST ON A MINIMUM OF 6 INCHES OF COMPACTED GRANULARMATERIAL OVER COMPACTED SUB GRADE. REFER TO PLAN FOR THICKNESS OF SLABS.
2. PROVIDE 2#5 x 4'0" LONG DIAGONAL TOP BARS AT ALL REENTRANT CORNERS AROUNDGRADE WALLS, PITS AND SLAB HOLD DOWNS.
3. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION AND DETAILS OF SLAB HOLDDOWNS FOR FLOOR FINISHES AND SLOPED FLOOR PROFILES AROUND FLOOR DRAINS,SUMPS, ENTRY DOORS, ETC.
SLABONGROUND
4. REFER TO CIVIL DRAWINGS FOR SIZE AND LOCATION OF EXISTING UNDER SLABPIPING AND OTHER UTILITIES AND STRUCTURES TO REMAIN OR TO BE ABANDONEDIN PLACE.
5. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OFUNDER SLAB AND EMBEDDED PIPING, PLUMBING, FLOOR DRAINS, DUCTS, CONDUIT, ETC.
6. DO NOT LOAD SLABS ON GRADE WITH ERECTION CRANES OR ERECTION EQUIPMENT.SLABS HAVE NOT BEEN DESIGNED FOR CRANE LOADS AND WILL REQUIRE TEMPORARYCRIBBING OR OTHER MEANS TO DISTRIBUTE CONCENTRATED LOADS. OBTAINENGINEER'S APPROVAL ON PROPOSED CRANE SUPPORT PLAN FOR SLABS PRIOR TOCOMMENCING WORK.
7. SLAB ON GRADE DESIGNED FOR 46K AXLE LOAD BASED ON MANUFACTURERSPECIFICATION FOR DEERE 644K WHEEL LOADER AND ISO 143971, LIMITINGCAPACITYTO 50% OF TIPPING LOAD
1. ALL FOOTINGS AND MATS SHALL BEAR ON UNDISTURBED VIRGIN SOIL ORENGINEERED FILL. IF EXISTING FILL MATERIAL IS ENCOUNTERED AT BEARINGELEVATION, REMOVE FILL, TEST SOIL AND REPLACE WITH ENGINEERED FILL ORLEAN CONCRETE TO ACHIEVE REQUIRED BEARING CAPACITY. ENGINEERED FILLSHALL BE PLACED UNDER THE DIRECT SUPERVISION OF GEOTECHNICALCONSULTANT. TEST BEARING STRATUM PER SPECIFICATIONS.a. SPREAD FOOTINGS SHALL HAVE A MINIMUM NET ALLOWABLE BEARING CAPACITY
OF 3.0 KSF.b. GRADE BEAMS, STRIP FOOTINGS AND RETAINING WALLS SHALL HAVE A MINIMUM
NET ALLOWABLE BEARING CAPACITY OF 3 KSF.
2. PROVIDE ASBUILT DRAWINGS SHOWING ACTUAL BOTTOM ELEVATION OF FOOTINGSAND OTHER APPROVED DEVIATIONS FROM THE DRAWINGS IN ACCORDANCE WITH THESPECIFICATIONS.
3. REFER TO CIVIL DRAWINGS AND TO SPECIFICATIONS FOR EXCAVATION, BACKFILLING,GRADING AND COMPACTION REQUIREMENTS AND FOR DETAILS OF EXISTING SITECONDITIONS.
SPREAD FOOTINGS AND MAT FOUNDATIONS
4. FOUNDATION DESIGN CRITERIA IS ON GEOTECHNICAL ENGINEERING SERVICE REPORTBY DATED
5. REMOVE STRATUM I SANDY CLAY TO A MINIMUM DEPTH OF 3 FEET BELOW EXISTINGGRADE AND REPLACE WITH SELECT FILL TO THE LEVEL OF FINISHED SUBGRADE.PRIOR TO PLACEMENT OF SELECT FILL, EXPOSED SUBGRADE SHALL BE SCARIFIED12 INCHES, MOISTURE CONDITIONED, AND EVALUATED BY PROOFROLLING.
ECS TEXAS, LLP 06/06/2014
1. PROVIDE DETAILING, FABRICATION, AND INSTALLATION OF REINFORCING ANDACCESSORIES IN ACCORDANCE WITH ACI 315 AND ACI 318.
2. PROVIDE NEW BILLET STEEL REINFORCING BARS IN ACCORDANCE WITH ASTM A 615,GRADE 60.
3. COORDINATE PLACEMENT OF CASTINPLACE EMBEDS AND ANCHOR RODS. SET ANCHORRODS WITH A TEMPLATE. SECURELY ATTACH EMBED ITEMS TO FORMWORK ORREINFORCING.
REINFORCING STEEL
4. PROVIDE CLASS "B" REINFORCEMENT SPLICES FOR CONTINUOUS REINFORCEMENT.PROVIDE STANDARD 90DEGREE HOOKS IN ACCORDANCE WITH ACI 318, UNLESS NOTEDOTHERWISE.
5. MAINTAIN THE FOLLOWING CONCRETE COVERAGE FOR REINFORCING STEEL UNLESSNOTED OTHERWISE.
a. CONCRETE CAST AGAINST EARTH: 3 INCHESb. CONCRETE EXPOSED TO WEATHER
i. NUMBER 6 AND LARGER: 2 INCHESii. NUMBER 5 AND SMALLER: 1 1/2 INCHES
c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:i. SLABS AND WALLS
1. NUMBER 14 AND NUMBER 18: 1 1/2 INCHES2. NUMBER 11 AND SMALLER: 3/4 INCHES
6. DO NOT WELD OR BEND REINFORCEMENT IN THE FIELD UNLESS SPECIFICALLY SHOWNOR APPROVED BY THE STRUCTURAL ENGINEER.
7. WHEN SPECIFICALLY APPROVED, PROVIDE WELDED REINFORCEMENT ACCORDANCEWITH ASTM A 706 GRADE 60. USE LOW HYDROGEN ELECTRODES FOR WELDING OFREINFORCEMENT IN CONFORMANCE WITH "RECOMMENDED PRACTICES FOR WELDINGREINFORCING STEEL, AMERICAN WELDING SOCIETY, AWS D12.1. PROVIDE ASTM GRADE40 REINFORCING BARS WHERE DETAILED BARS ARE TO BE WELDED TO A STEELSECTION.
8. WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF MAINREINFORCING.
9. PROVIDE CONTINUOUS HORIZONTAL WALL REINFORCEMENT WITH 90DEGREEBENDS AND EXTENSIONS AT CORNERS AND INTERSECTIONS AS SHOWN ON TYPICALBAR PLACING DETAILS.
10. WHEN SHOWN ON DRAWINGS PROVIDE FIBER REINFORCING IN ACCORDANCE WITHSPECIFICATIONS. ADD FIBER REINFORCING TO THE CONCRETE MIX IN ACCORDANCEWITH ASTM C 1116 AND THE MANUFACTURERS RECOMMENDATIONS.
11. REFER TO SS0006 FOR CONCRETE REINFORCING TENSION LAP SPLICE ANDDEVELOPMENT LENGTH SCHEDULE
1. DESIGN, DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALLCONFORM TO THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS EXCEPT ASSPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS:
a. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTIONMANUAL 13TH EDITION
b. AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (ANSI/AISC 360)c. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS BY
RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC)d. AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGESe. AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS (ANSI/AISC 341)f. AISC SPECIFICATIONS FOR PREQUALIFIED CONNECTIONS FOR SPECIAL &
INTERMEDIATE STEEL MOMENT FRAMES FOR SEISMIC APPLICATIONS(ANSI/AISC358)
g. AISC DETAILING FOR STEEL CONSTRUCTION (AISC 326)h. AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE D1.1
STRUCTURAL STEEL
5. UNLESS OTHERWISE NOTED OR DETAILED, DESIGN ALL BEAM CONNECTIONS TOCONFORM TO AISC STANDARD TWO ANGLE WEB CONNECTIONS CAPABLE OFSUPPORTING 50 PERCENT (75 PERCENT FOR COMPOSITE BEAMS) OF THE BEAMS TOTALUNIFORM LOAD CAPACITY (SPAN TIMES AISC TABULATED VALUE FOR ALLOWABLEUNIFORM LOAD IN KIPS FOR BEAMS LATERALLY SUPPORTED). CONNECTION ANGLESSHALL BE 5/16 INCH MINIMUM THICKNESS.
6. GIRTS SHALL HAVE END CONNECTIONS CAPABLE OF SUPPORTING 50 PERCENT OF THEMEMBERS CAPACITY ABOUT THE MAJOR AXIS, CALCULATED THE SAME MANNER ASFOR BEAMS. EACH WEB OF BUILTUP MEMBERS SHALL HAVE THEIR ENDS CONNECTEDAS SPECIFIED ABOVE.
7. THE MINIMUM END CONNECTION OF ANY MEMBER SHALL BE MADE WITH TWO A325 BOLTSOR EQUIVALENT WELD. MINIMUM BOLT DIAMETER SHALL BE 3/4 INCH UNLESS NOTED.
8. DESIGN HORIZONTAL AND VERTICAL BRACING END CONNECTIONS FOR LOADS INDICATEDON DRAWINGS OR 50% OF THE TENSILE CAPACITY OF THE MEMBER, WHICHEVER ISGREATER.
9. ALL STRUCTURAL STEEL BOLTING SHALL USE ASTM A325N HIGH STRENGTH BEARINGTYPE BOLTS (THREADS ASSUMED IN THE SHEAR PLANE) THAT ARE FULLY PRETENSIONED USING THE "TURN OF THE NUT METHOD" WITH A HARDENED WASHERUNDER THE TURNED ELEMENT. USING LOCK WASHERS, LOCK NUTS OR MACHINEBOLTS FOR STRUCTURAL CONNECTIONS IS NOT PERMITTED. THE USE OF "SNUG TIGHT"BOLTS IS NOT PERMITTED, EXCEPT AT TOP OF WIND COLUMNS.
10. MAKE FIELD CONNECTIONS WITH ASTM A325N TYPE 1 HIGH STRENGTH BEARING TYPEBOLTS (THREADS ASSUMED IN THE SHEAR PLANE) UNLESS OTHERWISE NOTED.
11. PROVIDE SLIPCRITICAL BOLTING, USING CLASS "A" SURFACE VALUES (CLEAN MILLSCALE), AT ALL AREAS WHERE SLIPPAGE CAN CAUSE DISTRESS, SUCH AS, BUT NOTLIMITED TO THE FOLLOWING CONNECTIONS:
a. OVERSIZED HOLESb. AT SLOTTED HOLES WHERE FORCE IS IN DIRECTION OF SLOTSc. COLUMN SPLICESd. CONNECTIONS WITH FASTENERS NOTED AS TYPE A325SC OR A490SC
12. FOR THE DESIGN OF SLIPCRITICAL CONNECTIONS, USE BOLT VALUES FOR A CLASS "A"SURFACE (CLEAN MILL SCALE), REGARDLESS OF CLEANING AND OR FINISHES THATEXCEED THE CLASS "A" REQUIREMENTS.
13. PERFORM ALL WELDING BY ELECTRIC ARC METHOD IN ACCORDANCE WITH THE AWSSTRUCTURAL WELDING CODE D1.1. WELDING ELECTRODE SHALL BE LOW HYDROGENE70XX.
14. GUSSET PLATES FOR DIAGONAL BRACING SHALL BE CONNECTED TO ALL INTERSECTINGMEMBERS UNLESS NOTED OTHERWISE.
15. VERTICAL BRACING SHALL BE ON THE CENTERLINE OF COLUMNS.
16. THE BEARING ENDS OF ALL COLUMNS SHALL BE FINISHED.
17. STEEL SURFACES TO BE ENCASED IN CONCRETE, TO RECEIVE SPRAYEDONFIREPROOFING OR TO RECEIVE SHEAR STUDS FOR COMPOSITE BEAM ACTION SHALL NOTBE PAINTED.
2. MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS UON:a. STRUCTURAL WIDE FLANGE MEMBERS AND TEES (W & WT)WWW....... ASTM A992b. ALL OTHER STRUCTURAL SHAPES (L,C,MC,S,ST,M,MT,HP & PLATE)........ ASTM A36c. HOLLOW STRUCTURAL STEEL (HSS) WWWWWWWWWWWWWWW.... ASTM A500
GRADE B, WITH Fy = 46 KSId. STEEL PIPE WW..WWWWWWWWWWWWWWWWWWWWWWWW....W ASTM A53
GRADE B, TYPE E OR S WITH Fy=35 KSIe. PLATE FOR CRANE RUNWAYS & PLATE GIRDERS WWWW.. ASTM A572 GRADE 50f. HEADED STUDS..........................................................W...WW................W.. ASTM A108
3. SUBMIT DRAWINGS AND CALCULATIONS OF TYPICAL CONNECTION DETAILS FORAPPROVAL PRIOR TO THE PREDETAILING MEETING AND PRIOR TO PROCEEDING WITHDETAILING.
4. SUBMIT STRUCTURAL CALCULATIONS FOR STEEL TO STEEL CONNECTIONS THAT AREINDICATED AS DELEGATED DESIGNS ON THE DRAWINGS. REFER TO PLANS, SECTIONSAND GENERAL NOTES FOR SERVICE LEVEL CONNECTION DESIGN FORCES AND LOADCOMBINATIONS. CALCULATIONS SHALL BE SIGNED AND SEALED BY A LICENSEDPROFESSIONAL ENGINEER IN THE STATE OFAND SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL.DELEGATED CONNECTION DESIGNS INCLUDE THE FOLLOWING:
a. VERTICAL BRACING CONNECTIONSb. HORIZONTAL BRACING CONNECTIONSc. BEAM AND GIRDER SIMPLE SHEAR END CONNECTIONSd. TRUSS SPLICESe. TRUSS END CONNECTIONS
18. ALL INTERIOR STEEL TRENCH COVER PLATES, EDGE ANGLES, BAR GRATING, ANDEMBEDDED PLATES TO BE BLACK UNFINISHED STEEL UNLESS OTHERWISE NOTED.
TEXAS
1. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THECONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OFCONSTRUCTION. PROVIDE ALL MEASURES REQUIRED TO PROTECT THE STRUCTURE,WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. PROVIDE ADEQUATEBRACING, SHORING FOR CONSTRUCTION EQUIPMENT AND FOR THE BUILDING,FORMWORK AND SCAFFOLDING, SHEETING AND BRACING OF EXCAVATIONS AND OTHERTEMPORARY SUPPORTS AS REQUIRED. COMPLY WITH APPLICABLE REQUIREMENTS OFTHE OSHA CODE, STATE CODES, LOCAL CODES AND OTHER MISCELLANEOUSREQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AT THE SITE.
2. CONSTRUCTION SHALL BE PERFORMED IN A SAFE MANNER BY ERECTING ANDMAINTAINING SAFETY BARRICADES EQUAL TO OR EXCEEDING OSHA REQUIREMENTSAND ALL LOCAL CODES AROUND THE CONSTRUCTION AREA AT ALL TIMES. ALLEMPLOYEES SHALL AT ALL TIMES WORK IN COMPLIANCE WITH THE OWNERS SAFETYREGULATIONS.
3. PERFORM CONSTRUCTION IN A MANNER TO PREVENT DAMAGE TO EXISTING AND NEWSTRUCTURES, UTILITIES AND OTHER PROPERTY. REPAIR SURFACES THAT HAVE BEENDAMAGED. NEW WORK SUCH AS, BUT NOT LIMITED TO, PATCHING, PAINTING ANDINSULATION SHALL MATCH EXISTING.
CONSTRUCTION GENERAL NOTES
4. FIELD LOCATE ALL EXISTING UNDERGROUND UTILITIES AND OTHER OBSTRUCTIONSPRIOR TO COMMENCEMENT OF CONSTRUCTION.
5. EXISTING UTILITIES AND ALL OTHER OBSTRUCTIONS TO WORK SHALL BE TEMPORARILYREMOVED BY THE CONTRACTOR AND REINSTALLED UNLESS OTHERWISE NOTED,INCLUDING NECESSARY MODIFICATIONS BY THE CONTRACTOR AFTER COMPLETION OFWORK.
6. PLAN AND SCHEDULE CONSTRUCTION AND DEMOLITION ACTIVITIES TO AVOIDINTERFERENCE AND MINIMIZE DISRUPTION OF THE OWNER'S OPERATIONS.
7. BECOME FAMILIAR WITH THE EXISTING FIELD CONDITIONS AND MAKE NECESSARY FIELDSURVEYS AS REQUIRED FOR PROPER EXECUTION OF THE WORK. BEFORE PROCEEDINGWITH THE DETAILING, CAREFULLY EXAMINE AND SURVEY ALL EXISTING STRUCTURESAND CONDITIONS TO VERIFY DIMENSIONS AND SIZES THAT ARE SHOWN ON THEDRAWINGS. REPORT ANY DISCREPANCIES IN THE EXISTING CONDITIONS IMMEDIATELYTO THE OWNER'S REPRESENTATIVE.
8. THE PLAN AND DETAIL DIMENSIONS AND ELEVATIONS RELATED TO EXISTINGSTRUCTURES HAVE BEEN TAKEN FROM AVAILABLE EXISTING DRAWINGS.
9. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS NOT SHOWNON THE STRUCTURAL DRAWINGS. REPORT ANY DISCREPANCIES BETWEEN THEARCHITECTURAL AND STRUCTURAL DRAWINGS TO THE OWNER'S REPRESENTATIVEPRIOR TO CONSTRUCTION.
10. DETAILS LABELED "TYPICAL DETAILS" ON DRAWINGS APPLY TO SITUATIONS OCCURRINGTHAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILSAPPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY THEOWNER'S REPRESENTATIVE OF CONFLICTS REGARDING APPLICABILITY OF "TYPICALDETAILS".
11. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON DRAWINGS. EXAMINE THEARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE REQUIRED OPENINGS ANDPROVIDE FOR REQUIRED OPENINGS WHETHER SHOWN ON THE STRUCTURAL DRAWINGSOR NOT. VERIFY SIZE AND LOCATION OF OPENINGS WITH THE MECHANICALCONTRACTOR. DEVIATIONS FROM THE OPENINGS SHOWN ON THE STRUCTURALDRAWINGS MUST BE APPROVED PRIOR TO IMPLEMENTING CHANGES.
12. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON ERECTED OR POUREDFLOORS OR ROOFS IN EXCESS OF 80 PERCENT OF SPECIFIED DESIGN LIVE LOAD.MINIMIZE DYNAMIC IMPACT WHEN PLACING MATERIALS ON FLOORS OR ROOFS.
13. THE OWNER WILL RETAIN AN INDEPENDENT TESTING AGENCY TO PROVIDE ALL REQUIREDCONSTRUCTION MATERIAL TESTING, INSPECTION AND OBSERVATIONS.
14. ALL TEST REPORTS SHALL BE RECEIVED WITHIN THREE WORKING DAYS OF THE TESTBEING PERFORMED. TWO COPIES OF THESE REPORTS SHALL BE FORWARDED TO THEOWNER'S REPRESENTATIVE. TEST RESULTS NOT IN CONFORMANCE WITH PROJECTSPECIFICATIONS SHALL BE HIGHLIGHTED.
15. VERIFY ALL DIMENSIONS WITH SNA
1. DESIGN, DETAILING, AND CONSTRUCTION OF REINFORCED CONCRETE SHALL CONFORMTO THE FOLLOWING PUBLICATIONS UNLESS OTHERWISE NOTED:
a. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 31805)b. ACI DETAILING MANUAL (ACI SP6694)c. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 30105)
CASTINPLACE CONCRETE
2. CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM COMPRESSIVESTRENGTH OF 4000 PSI AT 28 DAYS UNLESS HIGHER STRENGTH IS NOTED ON THEDRAWINGS.
3. NORMAL WEIGHT CONCRETE USED FOR SPREAD FOOTINGS, FORMED PIERS, GRADEWALLS AND SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28DAYS UNLESS OTHERWISE NOTED.
4. PROVIDE ADEQUATE SHEETING, SHORING AND BRACING OF EXCAVATIONS ASREQUIRED FOR SAFE CONSTRUCTION. DESIGN OF TEMPORARY EARTH RETENTIONSYSTEMS OR STRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR.
5. REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (GRADE 60) ANDSHALL HAVE A MINIMUM YIELD STRENGTH OF 60 KSI.
6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE FURNISHED INFLAT SHEETS (NOT ROLLS).
7. WHERE DEVELOPMENT OR SPLICING IS REQUIRED, REINFORCING SHALL HAVE EITHERTENSION EMBEDMENT OR TENSION CLASS "B" LAP SPLICE UNLESS OTHERWISE NOTED.
8. PROVIDE 2#5 ADDITIONAL BAR PER LAYER OF REINFORCING AROUND OPENINGSLARGER THAN ONE FOOT SQUARE OR DIAMETER UNLESS OTHERWISE NOTED. EXTENDBARS A MINIMUM OF 24 INCHES BEYOND OPENINGS UNLESS OTHERWISE NOTED.PROVIDE 2#5 x 4'0" LONG DIAGONAL BARS PER LAYER OF REINFORCEMENT AT ALL REENTRANT CORNERS.
9. PROVIDE HORIZONTAL BENT BARS AT CORNERS AND INTERSECTIONS OF CONCRETEWALLS USING THE SAME SIZE AND SPACING AS FOR HORIZONTAL WALL REINFORCING.USE BENT DOWELS IF NECESSARY TO DEVELOP ANCHORAGE.
10. PROVIDE VERTICAL DOWELS FROM PIER FOOTINGS TO PIERS AND FROM WALLFOUNDATIONS TO WALLS OF SAME SIZE AND SPACING AS VERTICAL REINFORCING ANDOFFSET FOR SPLICE AS REQUIRED.
11. CONSTRUCTION JOINTS SHALL HAVE A KEY (OR KEYS) CENTERED ON THE MEMBER.WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY WIDTH SHALL BEONE FOURTH OF THE CROSS SECTION DIMENSION OF THE MEMBER AND THE KEY DEPTHSHALL BE 10 PERCENT OF THE CROSS SECTION DIMENSION OF THE MEMBER WITH AMINIMUM DIMENSION OF 3/4 INCH.
12. PLACE WALLS, GRADE BEAMS AND STRIP FOOTINGS TO A MAXIMUM LENGTH OF 100 FEETBETWEEN CONSTRUCTION JOINTS.
13. PROVIDE SMOOTH FORMED FINISH ON EXPOSED CONCRETE.
14 PROVIDE 3/4 INCH BY 45 DEGREE BEVELED EDGES ON EXPOSED CORNERS UNLESSOTHERWISE NOTED.
15. ANCHOR RODS AND SETTING PLANS SHALL BE FURNISHED BY THE STRUCTURAL STEELFABRICATOR. ANCHOR RODS SHALL BE SET PLUMB AND VERTICAL WITH TEMPLATES BYTHE CONTRACTOR FOR FOUNDATIONS. TOP OF PIERS OR FOOTINGS SHALL BE CLEANED.
16. FORMS AND REINFORCING STEEL SET IN PLACE MUST BE INSPECTED AND APPROVED BYTHE OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE.
17. BEFORE PLACING CONCRETE, REFER TO OTHER TRADE DRAWINGS AND COORDINATETHE LOCATION AND SIZE OF ITEMS SUCH AS, BUT NOT LIMITED TO, OPENINGS,EQUIPMENT PADS, PIPING, CONDUIT, DRAINS, DEPRESSED FLOORS, DOOR HOLD DOWNSIN GRADE WALLS AND EMBEDDED ITEMS.
18. CONSULT WITH THE OWNER'S REPRESENTATIVE FOR APPROVAL OF EXCAVATIONS WHENCONDITIONS SUCH AS, BUT NOT LIMITED, TO POOR SOIL, WATER, OBSTRUCTIONS,PIPING, AND ADJACENT SEWERS.
19. PROTECT ALL CONSTRUCTION SUCH AS, BUT NOT LIMITED TO, SLABS, GRADE WALLS,OTHER WALLS, AND FOUNDATIONS FROM DAMAGE DUE TO FROST HEAVE.
20. PROTECT ALL CONSTRUCTION SUCH AS, BUT NOT LIMITED TO, SLABS, GRADE WALLS,OTHER WALLS, AND FOUNDATIONS FROM DAMAGE DUE TO FROST HEAVE.
1. SPECIAL INSPECTION SHALL MEET THE REQUIREMENTS OF IBC SECTION 1704. SPECIALINSPECTOR(S) SHALL BE HIRED BY THE OWNER TO PERFORM THE REQUIRED SPECIALINSPECTIONS. THE NAMES OF PERSONS OR FIRMS WHO ARE TO PERFORM THE SPECIALINSPECTIONS SHALL BE FORWARDED TO THE BUILDING OFFICIAL FOR APPROVAL. THESPECIAL INSPECTOR(S) SHALL COMPLETE AND SUBMIT ALL FORMS REQUIRED BY
, .
2. THE SPECIAL INSPECTOR(S) SHALL:a. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED
DRAWING AND SPECIFICATIONS.b. FURNISH INSPECTION REPORTS TO THE ENGINEER OF RECORD AND BUILDING
DEPARTMENT. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF NOT CORRECTEDTO THE ENGINEER AND THE BUILDING DEPARTMENT.
c. SUBMIT TO THE ENGINEER OF RECORD AND THE BUILDING DEPARTMENT A SIGNED FINAL REPORT STATING THAT THE WORK WAS IN CONFORMANCE WITHTHE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC.
3. SPECIAL INSPECTION NOTES:a. CONTINUOUS SPECIAL INSPECTION IS ALWAYS REQUIRED DURING THE
PERFORMANCE OF THE WORK UNLESS SPECIFICALLY NOTED BELOW.b. WHERE FABRICATION OF STRUCTURAL LOADBEARING MEMBERS AND
ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK EXCEPT AS ALLOWED IN IBC SECTION 1704.2.2 AND UNLESS SPECIFICALLY NOTED BELOW.
c. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE SPECIAL INSPECTOR(S) WITH ADVANCE NOTICE, NO LESS THAN ONE WORKING DAY, OF THE INITIATION OF ANY WORK REQUIRED TO HAVE SPECIAL INSPECTIONS. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION WILL BE SUBJECTTO REMOVAL.
SPECIAL INSPECTION
4. TYPES OF WORK REQUIRING SPECIAL INSPECTION ARE:a. STRUCTURAL STEEL ELEMENTS OF BUILDINGS AND STRUCTURES AS REQUIRED
BY IBC SECTION 1704.3 AND TABLE 1704.3, EXCEPT AS ALLOWED IN IBC SECTION1704.3:
i. STRUCTURAL STEEL WELDING IN COMPLIANCE WITH AWS D1.1, IBC SECTION 1704.3.1, AND TABLE 1704.3:
1. DURING WELDING OF COMPLETE AND PARTIAL PENETRATION GROOVE WELDS, MULTIPASS FILET WELDS, AND SINGLE PASS FILET WELDS GREATER THAN 5/16 INCH.
2. PERIODIC INSPECTION OF SINGLE PASS FILET WELDS LESS THANOR EQUAL TO 5/16 INCH AND FLOOR AND DECK WELDS.
ii. REINFORCING STEEL WELDING IN COMPLIANCE WITH AWS D1.1, IBC SECTION 1704.3.1, AND TABLE 1704.3:
1. DURING WELDING OF REINFORCING STEEL RESISTING FLEXURALAND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT RESISTING FRAME BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT.
2. PERIODIC VERIFICATION OF WELDABILITY OF REINFORCING STEELOTHER THAN ASTM A 706 AND PERIODIC INSPECTION OF ALL OTHER REINFORCING STEEL.
iii. STRUCTURAL STEEL FRAME IN COMPLIANCE WITH DETAILS INDICATED ONAPPROVED CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO,BRACING, STIFFENING, MEMBER LOCATIONS, AND PROPER APPLICATIONOF JOINT DETAILS AT EACH CONNECTION IN COMPLIANCE WITH IBC SECTION 1704.3.2 AND TABLE 1704.3.
iv. INSTALLATION OF HIGHSTRENGTH BOLTING IN COMPLIANCE WITH AISCSPECIFICATIONS, IBC SECTION 1704.3.3, AND TABLE 1704.3:
1. DURING INSTALLATION OF SLIP CRITICAL CONNECTIONS.2. PERIODIC INSPECTION OF BEARING TYPE CONNECTIONS AND
MATERIAL VERIFICATION OF HIGHSTRENGTH BOLTS, NUTS, AND WASHERS.
b. CONCRETE CONSTRUCTION AS REQUIRED BY IBC SECTION 1704.4 AND TABLE 1704.4, EXCEPT AS ALLOWED IN IBC SECTION 1704.4:
i. PERIODIC INSPECTION OF REINFORCING STEEL MATERIAL AND PLACEMENT.
ii. DURING SETTING OF BOLTS INSTALLED IN CONCRETE PRIOR TO AND DURING CONCRETE PLACEMENT.
iii. PERIODIC INSPECTION FOR VERIFICATION OF PROPER USE OF REQUIREDMIX DESIGN, MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.
iv. DURING PREPARATION OF REQUIRED STRENGTH TEST SPECIMENS ANDPLACEMENT OF CONCRETE FOR PROPER APPLICATION OF TECHNIQUES.
c. MASONRY CONSTRUCTION AS REQUIRED BY IBC SECTION 1704.5 AND TABLE 1704.5.1, LEVEL 1 SPECIAL INSPECTION, EXCEPT AS ALLOWED IN IBC SECTION 1704.4:
i. AS MASONRY CONSTRUCTION BEGINS, PERIODIC INSPECTION OF PROPORTIONS OF SITE PREPARED MORTAR, CONSTRUCTION OF MORTARJOINTS, AND LOCATION AND PLACEMENT OF REINFORCEMENT AND CONNECTORS.
ii. PERIODIC INSPECTION DURING THE LAYING OF MASONRY UNITS AND PLACEMENT OF REINFORCING STEEL AS FOLLOWS:
1. SIZE AND LOCATION OF STRUCTURAL ELEMENTS.2. TYPE, SIZE, LOCATION OF ANCHORS, AND DETAILS OF
ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES,AND OTHER CONSTRUCTION.
3. SPECIFIED SIZE, GRADE, AND TYPE OF REINFORCEMENT.4. PROTECTION OF MASONRY DURING COLD OR HOT WEATHER.
iii. WELDING OF REINFORCING BARS.iv. PRIOR TO GROUTING, PERIODIC INSPECTION TO ENSURE CLEAN GROUT
SPACE, PLACEMENT OF REINFORCEMENT AND CONNECTORS, PROPORTIONS OF SITEPREPARED GROUT, AND CONSTRUCTION OF MORTAR JOINTS.
v. DURING GROUT PLACEMENT TO ENSURE COMPLIANCE WITH CODE PROVISIONS AND CONSTRUCTION DOCUMENTS.
vi. DURING PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS.
vii. PERIODIC INSPECTION TO VERIFY COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND APPROVED SUBMITTALS.
d. SPECIAL INSPECTION FOR EXISTING SITE SOIL CONDITIONS, DURING SITE PREPARATION AND FILL PLACEMENT, TO ENSURE LOADBEARING REQUIREMENTS IN COMPLIANCE WITH IBC SECTION 1704.7 EXCEPT AS ALLOWEDIN IBC SECTION 1704.7.
e. SPECIAL CASES AS DEEMED NECESSARY BY THE BUILDING OFFICIAL IN COMPLIANCE WITH IBC SECTION 1704.13.
XXXXXXXXXX XXXXXXXXXX
NO. ISSUANCE STATUS DATE
A PEMB PRE DESIGN 07/24/2014
B PEMBBIDS 08/01/2014
C 50% REVIEW SET 08/22/2014
D PERMIT ISSUE 09/05/2014
E 75% PROGRESS SET 09/26/2014
F 90% REVIEW 10/10/2014
G OWNER REVIEW 10/22/2014
11/14/2014
DESIGN SEISMIC LOADSIBC 2006 (ASCE 705)
IMPORTANCE FACTOR............................................................................................................. 1RISK CATEGORY....................................................................................................................... IISPECTRIAL RESPONSE ACCELERATION(Ss)....................................................................... 0.072SPECTRIAL RESPONSE ACCELERATION(S1)....................................................................... 0.039gDESIGN SPECTRAL RESPONSE ACCELERATION(SDs)........................................................ 0.077gDESIGN SPECTRAL RESPONSE ACCELEARTION(SD1)........................................................ 0.063gSITE CLASS DEFINITION.......................................................................................................... DSEISMIC DESIGN CATEGORY.................................................................................................. ABASIC SEISMIC FORCE RESISTING SYSTEM......................................................................... O.M.R.FRESPONSE MODIFICATION FACTOR(R)................................................................................. 3ANALYSIS PROCEDURE............................................................................................................ EQUIVLATERAL FORCESEISMIC RESPONSE COEFFICIENT (Cs)................................................................................. 0.0257DESIGN BASE SHEAR................................................................................................................ Cs(W)
DESIGN WIND LOADSIBC 2006(ASCE 705)
BASIC WIND SPEED................................................................................................................ 110 MPHRISK CATEGORY..................................................................................................................... IIWIND IMPORTANCE FACTOR................................................................................................... 1.0 MWFRS, 1.0 C&CDIRECTIONALITY FACTOR........................................................................................................ 0.85EXPOSURE CATEGORY........................................................................................................... BINTERNAL PRESSURE COEFFICIENT..................................................................................... +/ 0.18ENCLOSURE CLASS................................................................................................................. ENCLOSED (EXCEPT CANOPY: OPEN)
DESIGN DEAD AND LIVE LOADSIBC 2006 (ASCE 705)
ALL BUILDINGS
COMPONENT LOAD (PSF)
FRAMING/ROOFING 15
UTILITIES 5
TOTAL DEAD 20
LIVE 20
BLDGSURFACE HT BLDG
MAIN BLDGEXP.
1+GCpi
GCpi
DESIGN WIND LOADS (PSF)
2+GCpi
GCpi
3+GCpi
GCpi
4+GCpi
GCpi
5+GCpi
GCpi
6+GCpi
GCpi
1E+GCpi
GCpi
2E+GCpi
GCpi
3E+GCpi
GCpi
4E+GCpi
GCpi
NOTES:1. REFER TO LOAD CASE FIGURES2. VALUES CALCULATED FOR MEAN ROOF HEIGHT H=28'0"
4.05
10.69
6.29
12.93
16.03
9.4
10.14
3.5
8.66
2.03
11.61
4.98
11.61
4.98
7.93
14.56
23.04
16.4
13.09
6.45
11.24
4.61
16.03
9.4
12.03
5.39
11.07
4.44
11.61
4.98
11.61
4.98
11.19
17.83
23.04
16.4
15.84
9.2
14.86
8.22
DESIGN WHEEL LOAD DIAGRAM FOR 5 TON CRANE
WORKING LOADS
MAXIMUM CRANE WHEEL LOAD (Cvs)....................... 10k (25% IMPACT NOT INCLUDED)
SIDE THRUST/ WHEEL LOAD (Css)............................... 2.0 KIPS
TRACTIVE FORCE / WHEEL LOAD (CIs)...................... 1.0 KIPS
Cvs Cvs
Css
CIs
Css
CIs
6'0"
NOTES:1. REFER TO LOAD CASE FIGURES2. VALUES CALCULATED FOR MEAN ROOF HEIGHT H=28'0"3. VAULES INCLUDE INTERNAL PRESSURE
NOTES:1. LOADS TO BE VEREIFIED BY PEMB SUPPLIER
NOTES:1. LOADS TO BE VERIFIED BY CRANE SUPPLIER
DRIFT DUE TO CRANE SIDE THRUST OR 10 YEAR WIND TO BELIMITED TO H/400
EFFECTIVE WINDLOAD
10SF
20SF
50SF
100SF
200SF
500SF
1
12.5 19.9
11.4 19.4
10 18.6
10 18.1
10 18.1
10 18.1
2
12.5 34.7
11.4 31.9
10 28.2
10 25.5
10 25.5
10 25.5
3
12.5 51.3
11.4 47.9
10 43.5
10 40.2
10 40.2
10 40.2
4
21.8 23.6
20.8 22.6
19.5 21.3
18.5 20.4
17.93 19.82
16.2 18.1
5
21.8 29.1
20.8 27.2
19.5 24.6
18.5 22.6
17.93 21.48
16.2 18.1
ZONE
BUILDING COMPONENT AND CLADDING DESIGN WIND PRESSURES (PSF)
C
A
B
D
C
A
B
D
C
A
B
D
C
A
B
D
C
A
B
D
C
A
B
D
C
A
B
D
C
A
B
D
REFERENCECORNER
REFERENCECORNER
REFERENCECORNER
REFERENCECORNER
REFERENCECORNER
REFERENCECORNER
REFERENCECORNER
REFERENCECORNER
2a
θ
θ
θ
θ
θ
θθ
θ
2a
2a2a
2a
2a
2a
2a
MAIN WIND FORCE RESISTING SYSTEM
BASIC LOAD CASES
TRANSVERSE DIRECTION
MAIN WIND FORCE RESISTING SYSTEM
BASIC LOAD CASES
LONGITUDINAL DIRECTION
DIRECTION OF MWFRSBEING DESIGNED
DIRECTION OF MWFRSBEING DESIGNED
DIRECTION OF MWFRSBEING DESIGNED
DIRECTION OF MWFRSBEING DESIGNED
DIRECTION OF MWFRS
BEING DESIGNED
DIRECTION OF MWFRS
BEING DESIGNED
DIRECTION OF MWFRS
BEING DESIGNED
DIRECTION OF MWFRS
BEING DESIGNED
4
14
1
2
3
3
2
2E
3
2
3E
2
33E
2E
2
3
3
2
6
6
5
5
6
6
5
5
6
5
6
5
1E
4E 1E
4E
2E 3E
3E 2E
4
11
44E
1E
1E
4E
•
•1
1E
•
•4
4E
•
1E•
1
•
4E•
4
•
6
•
5
•
6
•
5
6
6
•
•
6
6
•
•
5
5
•
•
5
5
•
•
4
•
1
•
4
•
1
•
1E
•
4E
•
1E
•
4E
•
33E
•
22E
•
2 3
3E
•
2E
•
2
3
3
2
3E
•
3
•
2E
•
2
•
2E
•
2
•
3E
•
3
•
ZONE 2/3BOUNDARY
ZONE 2/3BOUNDARY
ZONE 2/3BOUNDARY
ZONE 2/3BOUNDARY
2a
B/2
B
LDIRECTION OF MWFRSBEING DESIGNED
2a
B/2
L
DIRECTION OF MWFRS
BEING DESIGNEDB
5
56
6
•
• 2E
3E
2
3
2T
3T
11E
1T
REFERENCECORNER
REFERENCECORNER
•
4E•
4
•
4T
θ θ
5
1E
2E4E
•
3E
•
1
24
•
3
1T
2T4T
•
3T
•
6
MAIN WIND FORCE RESISTING SYSTEM
TORSIONAL LOAD CASE
TRANSVERSE DIRECTION
MAIN WIND FORCE RESISTING SYSTEM
TORSIONAL LOAD CASE
LONGITUDINAL DIRECTION
h
a
a
a
a
h
a
a
a
a
h
a
a
a
a
h
a
a
a
a
aa
HIP ROOF (7° < θ ≤ 27°)
GABLE ROOF (7° < θ ≤ 45°)GABLE ROOF (θ ≤ 7°)
FLAT ROOF
INTERIOR ZONESRoofs Zone 1Walls Zone 4
END ZONESRoofs Zone 2Walls Zone 5
CORNER ZONESRoofs Zone 3
COMPONENTS AND CLADDING
LOAD CASES
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
DESIGN CREITERIA
130323
D. FISHER
07/24/14
SS0003
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSAA. ISSA
NO. ISSUANCE STATUS DATE
A PEMB PRE DESIGN 07/24/2014
B PEMBBIDS 08/01/2014
C 50% REVIEW SET 08/22/2014
D PERMIT ISSUE 09/05/2014
E 75% PROGRESS SET 09/26/2014
F 90% REVIEW 10/10/2014
G OWNER REVIEW 10/22/2014
11/14/2014
SPECIAL INSPECTION REQUIREMENTS � SOILS
INSPECTION FREQUENCY
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS AREADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.
TASKCONTINUOUS PERIODIC
REFERENCED STANDARD IBC REFERENCE
1705.6 PE/GE
SPECIAL INSPECTION REQUIREMENTS � CONCRETE CONSTRUCTION
INSPECTION FREQUENCY
1. INSPECTION OF REINFORCING STEEL, INCLUDING PRE;STRESSINGTENDONS AND PLACEMENT.
TASK
X
2. INSPECTION OF REINFORCING STEEL WELDING.
CONTINUOUS PERIODICREFERENCED STANDARD IBC REFERENCE
ACI 318: 3.5, 7.1;7.7
AWS D1.4;ACI 318:
3.5.2
SPECIAL INSPECTION REQUIREMENTS � STEEL CONSTRUCTION
INSPECTION FREQUENCY
1. MATERIAL VERIFICATION OFHIGH;STRENGTH BOLTS, NUTS ANDWASHERS.
TASKCONTINUOUS PERIODIC
REFERENCED STANDARD IBC REFERENCE
APPLICABLE ASTMMATERIAL SPECIFICATIONS.AISC ASD, SECTION A3.4;AISC LRFD, SECTIONA3.3; AISC 360
AWS/AISC;SSIICC;SWSI
3. INSPECTION OF ANCHORS CAST IN CONCRETE WHEREALLOWABLE LOADS HAVE BEEN INCREASED OR WHERESTRENGTH DESIGN IS USED.
4. INSPECTION OF ANCHORS POST;INSTALLED INHARDENED CONCRETE MEMBERS.
5. VERIFYING USE OF REQUIRED DESIGN MIX
6. AT THE TIME FRESH CONCRETE IS SAMPLED TOFABRICATE SPECIMENS FOR STRENGTH TESTS,PERFORM SLUMP AND AIR CONTENT TESTS, ANDDETERMINE THE TEMPERATURE OF THE CONCRETE
X
B. MANUFACTURER'S CERTIFIED TEST REPORTS. X
X
1703.5,1705.2.2
2. INSPECTION OF HIGH;STRENGTH BOLTING. X AISC LRFD, SECTIONM2.5;AISC 360
AWS/AISC;SSIICC;SWSI
X
3. MATERIAL VERIFICATION OF STRUCTURAL STEEL.AWS/AISC;SSIICC;SWSI
ASTM A 6 OR A568;AISC 360
4. MATERIAL VERIFICATION OF COLD;FORMED STEEL DECK:
X 1705.2.2
XA. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDSSPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.
AWS/AISC;SSIICC;SWSI
AWS/AISC;SSIICC;SWSI
1705.2.2
APPLICABLE ASTMMATERIAL STANDARDS
AWS/AISC;SSIICC;SWSI
X5. INSPECTION OF WELDING: 1705.2.2.1,1705.3.1
AWS;CWIASNT
A. STRUCTURALSTEEL:
AWS;CWIASNT
XXAISC 360
B. COLD;FORMED STEEL DECK:ANSI/AWS;D1.1;96;ACI 318: 3.5.2
1705.2.2
I. FLOOR AND ROOF DECK WELDS. X AWS D1.3 AWS;CWIASNT
C. REINFORCING STEEL: X AWS D1.4; ACI 318SECTION 3.5.2
1705.2.2ACI;CCI,
ICC,RCSI
I. VERIFICATION OF WELDABILITY OF REINFORCING STEEL. AWS;CWIASNT
X AWS D1.4; ACI 318SECTION 3.5.2
1704.4,1903.5.2
AWS;CWIASNT
II. REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCESIN INTERMEDIATE AND SPECIAL STRUCTURAL WALLS OFCONCRETE AND SHEAR REINFORCEMENT.
X AWS D1.4; ACI 318SECTION 3.5.2
III. SHEAR REINFORCEMENT. X AWS D1.4; ACI 318SECTION 3.5.2
IV. OTHER REINFORCING STEEL. X AWS D1.4; ACI 318SECTION 3.5.2
D. MATERIAL VERIFICATION OF WELD FILLERMATERIALS.
6. INSPECTION OF STEEL FRAME JOINT DETAILS
AISC, ASD, SECTIONA3.6; AISC LRFD,SECTION A3.5
AWS;CWIASNT
X PE/SE
1910.4
ACI;CCIICC;RCSI
1705.2.2,ITEM 2b
ACI;CCIICC;RCSI
X ACI 318: 8.1.3,21.2.8
1908.5,1909.1
ACI;CCIICC;RCSI1909.1X
ACI 318: CHAP 4, 5.2;5.4
ACI 318: 3.8.6,8.1.3, 21.2.8
X1904.2,1910.2,1910.3
ACI;CFTTACI;STT
XASTM C 172,ASTM C 31,ACI 318: 5.6, 5.8
1910.10
ACI;CCIICC;RCSI
X7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES. ACI 318: 5.9, 5.101904.2,1910.2,1910.3
ACI;CCIICC;RCSI
8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE ANDTECHNIQUES. X ACI 318: 5.11;5.13 1910.9
9. INSPECTION OF PRESTRESSED CONCRETE:
A. APPLICATION OFPRESTRESSING FORCES.
B. GROUTING OF BONDED PRESTRESSINGTENDONS IN THE SEISMICFORCE;RESISTING SYSTEM
X
X
ACI 318: 18.20,ACI 318: 18.18.4
10. ERECTION OF PRECAST CONCRETE MEMBERSX ACI 318: CH. 16
11. VERIFICATION OF IN;SITU CONCRETE STRENGTH,PRIOR TO STRESSING OF TENDONS INPOST;TENSIONED CONCRETE AND PRIOR TOREMOVAL OF SHORES AND FORMS FROM BEAMSAND STRUCTURAL SLABS.
12. INSPECT FORM WORK FOR SHAPE, LOCATION ANDDIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
X
X
ACI 318: 6.2
ACI 318: 6.1.1
X
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPERDEPTH AND HAVE REACHED PROPER MATERIAL. 1705.6X PE/GE
3. PERFORM CLASSIFICATION AND TESTING OFCOMPACTED FILL MATERIALS. X 1705.6 PE/GE
4. VERIFY USE OF PROPER MATERIALS, DENSITIES ANDLIFT THICKNESS DURING PLACEMENT AND COMPACTIONOF COMPACTED FILL.
5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVESUBGRADE AND VERIFY THAT SITE HAS BEENPREPARED PROPERLY.
X
X
1705.6
1705.6
PE/GE
PE/GE
RESPONSIBLEAGENT
RESPONSIBLEAGENT
RESPONSIBLEAGENT
SPECIAL INSPECTIONNOTES:
1. SPECIAL INSPECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2006 CHAPTER17 AND AS MODIFIED HEREIN.
2. SI: SPECIAL INSPECTOR QUALIFIED WITH DEMONSTRATED COMPETENCE DOCUMENTED BY CERTIFICATIONS FROMRECOGNIZED AGENCIES SUCH AS AWS, ACI, ETC., AS SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL.SPECIAL INSPECTOR MAY BE A FIRM WITH MULTIPLE SPECIALISTS AND A PROJECT MANAGER PROVIDING REPORTS.
3. GE: GEOTECHNICAL ENGINEER WHO PROVIDED THE ORIGINAL PROJECT GEOTECHNICAL SOILS INVESTIGATION REPORT.
4. SE: SPECIALTY ENGINEER RESPONSIBLE FOR DESIGNING ASSEMBLIES SUCH AS PRECAST CONCRETE, STEEL JOISTS,COLD FORMED FRAMING ASSEMBLIES, ETC. SPECIALTY ENGINEER SHALL PROVIDE OBSERVATION OF FABRICATED ANDINSTALLED ITEMS OF THEIR DESIGN, IN ADDITION TO THE SPECIAL INSPECTION.
5. TA, GE AND SE SHALL SUBMIT RECORDS OF THE INSPECTION RESULTS TO THE SI. THE SI SHALL COMPILE ANDSUBMIT INSPECTION RECORDS TO THE ARCHITECT/ENGINEER AND BUILDING OFFICIAL. RECORDS SHALL INCLUDESTATEMENTS OF TEST. WHETER INSTALLED/FABRICATED ITEM COMPLIES WITH CONTRACT DOCUMENTS, REMEDIAL WORKPERFORMED, RETESTS.
6. SI SHALL PROVIDE A FINAL REPORT WITH A SUMMARY OF ALL TESTS PERFORMED AND RESULTS TO THE BUILDINGOFFICIAL, ARCHITECT/ENGINEER AND CLIENT.
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
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1
B
C
D
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2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
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ibigroup.com
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OR
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NS
TR
UC
TIO
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DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
3/64" = 1'0"
SPECIALINSPECTIONS
130323
Author
09/16/14
SS0004
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
CHKD PLATESEE PLAN
BAR 1" WIDETHICKNESS OF PLATEWELD TO ANGLE
L3x3x1/4 W/ 1/2" DIA x 5"LG STUDS @ 1'�6" C/C
NOTE:WHERE PLATE CHANGES DIRECTION EXTEND THE EDGE ANGLE ACROSS THEINTERSECTING TRENCH TO SUPPORT THE PLATE
1/8" FOR SPANS LESS THAN 1' � 6"1/4" TYP
2 1/4"
L3x3x1/4 W/ 1/2" DIA x 5"LG STUDS @ 1'�6" C/C
GRANULAR FILL
254
10"
GRANULAR FILL
305
1'
0"
#4 @12" EW
31
CLR
1 1
/4"
LINTEL REINFORCING
MIN WIDTH REINF
< 5'0" 2#5
5'0" 7'0" 2#6
7'0" 10'0" 2#7
NOTES:1. FOR L SEE DETAIL2. FOR Ld SEE DETAIL
AS NECESSARY EXTENDAS FAR AS POSSIBLEAND BEND TO OBTAIN Ld
2 #5 EAJAMB
2#5
WALL REINF
2#5 TYPDOWELS OR BARS FROMBELOW TO MATCH VERT WALL REINF
FLOOR LINE
2#5 EACHJAMB TYP
LINTEL REINFORCINGSEE SCHED
Ld
LLd
Ld
Ld
TY
PL
TY
P M
IN
Ld
004F
SS0005
004E
SS0005
004F
SS0005
004E
SS0005
HORIZ WALL REINF
U BARS MATCH SIZEAND SPACING OF HORIZ
2#5 MINL
FIN FLR
COLUMNISOLATION SEETYPICAL DETAIL
CHAMFER
ADDITIONAL BARSEE TYPICAL GRADEWALL ELEVATION
PIERREINFORCINGSEE PIERSCHEDULETOP OF FOOTINGELEVATIONSEE FOUNDATION PLAN
COLUMN ANDBASE PLATE SEECOLUMNSCHEDULEGRANULAR FILL
ANCHOR BOLTSSEE COLUMNSCHEDULE
REINFORCING SEESPREAD FOOTINGSCHEDULE
KE
Y P
LAN
VA
RIE
SS
EE
CO
LUM
N
3"
CO
NT
RA
CT
GE
NE
RA
L
CO
NT
RA
CT
FO
UN
DA
TIO
N
SEE FOUNDATION PLAN
3" CLR
3" C
LR
EQ UON EQ UON
TH
K
UBARS MATCHSIZEAND SPACING OF VERT
2 #5 MIN
L
PLAN VIEW OF CONSTRUCTION JOINT
NOTES:1. PROVIDE CONSTRUCTION JOINTS AT 40'0" OC MAXIMUM2. LOCATION OF JOINTS SHALL BR APPROVED BY THEARCHITECTPRIOR TO CONSTRUCTING FORMS ORPLACING CONCRETE
1/2 " X 1/2" JOINTWITH SEALANTEACH FACE
HORIZ WALL REINFCONT THRU JOINT TYP
SANDBLAST SURFACEPRIOR TO POURINGCONCRETE
12" LONG KEY AT 24"OC 2 ROWS OF KEYSWHERE WALL IS 16"OR THICKER
VERT WALL RENFTYP UON
SECOND POUR FIRST POUR
3" 3"
1 1/2"
EQ
EQ
EQ
T
PIPING THRU SLAB OR WALL
CONDUIT THRU SLAB OR WALL
NOTE:WHERE CLEAR DISTANCE BETWEEN SLEEVES IS IMPOSSIBLETHIS AREA SHALL BE TREATED AS A SLAB OPENING OR AS AWALL OPENING
CENTERLINESLAB OR WALL
DTHE LARGER
3" D OR 4"
T
WH
ICH
EV
ER
IS S
MA
LLE
RM
AX
D =
T/5
OR
2"
D THE LARGER3" D OR 4"
1
1
21
21
FOUNDATION PARALLELTO EXCAVATION
EXISTING UTILITYPARALLEL TO FOUNDATION
BOTTOM OFEXCAVATION SHALLNOT EXTEND BELOWTHIS LINE
FINISH GRADE
FOUNDATION
9"
EXCAVATION FOUNDATION
FINISHGRADE
BOTTOM OF FOOTING ELEV
SEE CIVILDRAWINGS FOREXST UTILITIES
10'�0" NTS
GRANULAR FILL
PROVIDE POSITIVE SUPPORTFOR BARS TO MAINTAINALIGNMENT DURINGCONCRETE PLACEMENT
SMOOTH DOWELS @12" OCGREASE FULL LENGTH. 1" DIA x1'6" LG DOWELS FOR SLABS 8"THICK PROVIDE 1 1/4" DIA X 1'6"LG DOWELS FOR SLABS OFGREATER THICKNESS
BUTT JOINT TOOL BOTH EDGES1/8" R x 1/8" DEEP
SAWCUT DEPTH = t/4FILL WITH SEMIRIGIDEPOXY UON
SLAB THICKNESS,REINF ANDSURFACETREATMENT SEEPLAN
3" 3"
3" C
LR
t6"
MIN
2" C
LR
SLOPE 1:3
WATERSTOPGRANULAR FILL
NOTE:MAXIMUM 80 FT BETWEEN CONSTRUCTION JOINTS AND 72HRS MINIMUM BETWEEN ADJACENT POURS
SEE MAT SECTIONSFOR SPLICE LENGTH
1 1/2"
FIRST PLACEMENTSECOND PLACEMENT
6" M
IN
CLR3"
2" C
LR
VAPOR BARRIERGRANULARFILL
DOWELS SEE FLOORCONSTRUCTION JOINT
ADDITIONAL NOTES SEEFLOOR CONSTRUCTION JOINT
SAWCUT DEPTH = t/4FILL WITH SEMIRIGIDEPOXY UON
DOWEL BASKET
3" 3"
t6"
MIN
#4 @12" DWLSGRANULARFILL
WWF 6x6 W2.9xW2.93/4" CHAMFERALL AROUND
8"
8"
SE
E P
LAN
ARCH, MECH, OR ELEC DWGS
FOR PAD SIZE SEE
SE
E P
LAN
FIN FLOOR
#3 TIES @ 24" O.C.
FIN GRADESEE CIVILDWGS
SEE PLAN
1 1/2" 8"
2 1
/2"
.2'
0"
8"
MIN
1'
3"
SE
E P
LA
N
VA
RIE
S
#4 CONT TYP
#4 @ 12" O.C.
#4 @ 12" O.C. EWEXTEND TO AND EMBED 8" INTOEXST CONC SLAB W/ HILTIHY 150ADHESIVE ANCHOR SYSTEM
#4 CONT
#4 @ 12" O.C. EWEXTEND TO AND EMBED 8" INTOEXST CONC SLAB W/ HILTIHY 150ADHESIVE ANCHOR SYSTEM
FIN FLOORFIN GRADESEE CIVILDWGS
#4 CONT TYP
#4 @ 12" O.C.
#4 @ 12" O.C. EWEXTEND TO AND EMBED 8" INTOEXST CONC SLAB W/ HILTIHY 150ADHESIVE ANCHOR SYSTEM
1' 6"
3"
1/2"R
10"
CL FILL PL
3/16TYP
FILL PL
1 1
/2"
1 1
/2"
CL F
ILL P
L
8"
GR
AT
ING
1 1/4" 5" 1 1/4"PEEN END TYP
1/2" PL3/4" FILL PL
3/4" DIA
WASHER PL
2 1
/2"
CLR
1 1/4" R
CUT TREAD GRIP PL AND GRATINGAS SHOWN & REUSE AS REQ'D 11 GA MORTON TREAD
GRIP SAFETY FLOORING
3/16TYP
AT THRU POCKETEXTERIOR COLUMNEXTERIOR COLUMNSECTION
W/ PIERINTERIOR COLUMN
CO
NT
RA
CT
CO
NT
RA
CT
GE
NE
RA
LF
OU
ND
AT
ION
CONSTRUCTIONOR CONTROLJOINT (TYP) WITHSEMI RIGIDEPOXY JOINTFILLER
1/4"PREMOLDJOINT WITHSEALANT
FIN FLOOR
COL WASH
GRANULAR FILL
FILLPOCKETWITHCONCRETE
TOP OFPIER ORFOOTING
FILLPOCKETWITHCONC
1/4"PREMOLDJOINT WITHSEALANT
INTERIORFACE OFGRADE WALL
INTERIORFACE OFGRADE WALL
FILLPOCKETWITHCONC
1/4" PREMOLDJOINT WITHSEALANT
4" MIN
4" MIN
4" MIN
TYPICAL COLUMN ISOLATION JOINT DETAILS
SECTION
FIN FLOOR
COL WASH FILLPOCKETWITHCONCRETE
TOP OFFOOTING
W/O PIER
BOT OFFOOTING
BONDBREAKER
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
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OR
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NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
TYPICAL DETAILS
130323
D. FISHER
09/03/14
SS0005
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
W. KUSSRO
A. ISSA
SCALE: 1 1/2" = 1'�0"
004A PLATE EDGE DETAILSCALE: 1 1/2" = 1'�0"
004B EDGE DETAILSCALE: 1" = 1'�0"
004C SLAB S1SCALE: 1" = 1'�0"
004D SLAB S2
SCALE: 3/4" = 1'�0"
004N CONCRETE WALL OPENINGS
SCALE: 3/4" = 1'�0"
004E
DOUBLE CURTAIN JAMB,LINTEL OR END OF WALL
SCALE: 1/2" = 1'�0"
004R
TYPICAL EXTERIOR FOOTINGWITH PIER AT THRU POCKET
SCALE: 3/4" = 1'�0"
004F
DOUBLE CURTAINLINTEL SECTION
SCALE: 3/4" = 1'�0"
004L VERTICAL WALL JOINT
SCALE: 3/4" = 1'�0"
004P PIPING CONDUIT OR THRU SLAB OR WALL
SCALE: 1/2" = 1'�0"
004H
FOUNDATIONS ADJACENT TO EXCAVATIONS AND UTILITIES
SCALE: 1" = 1'�0"
004J TYPICAL FLOOR CONSTRUCTION JOINTSCALE: 1" = 1'�0"
004K TYPICAL MAT CONSTRUCTION JOINT
SCALE: 1" = 1'�0"
004G TYPICAL FLOOR CONTROL JOINT
SCALE: 1" = 1'�0"
004M TYPICAL EQUIPMENT PAD DETAIL
SCALE: 3/4" = 1'�0"
005S TYPICAL SLAB EDGE @ WALLSCALE: 3/4" = 1'�0"
005T TYPICAL SLABE EDGE @ DOOR
SB4�102 SCALE: 3" = 1'�0"
005U LIFT RING DETAILS
NO. ISSUANCE STATUS DATE
A PERMIT ISSUE 09/05/2014
B 75% PROGRESS SET 09/26/2014
C 90% REVIEW 10/10/2014
D OWNER REVIEW 10/22/2014
11/14/2014
D � 51 DBRSPLICE BAR
D � 50 DBRTHREADED COUPLERATTACHED TO FORM FACE OF FORM
D �51 DBRSETTING BARSEE NOTE 3
NOTES:1. DAYTON SUPERIORS DOWER BAR REPLACEMENT OR APPROVED EQUAL MAY BEUSED IN PLACE OF #4 AND #5 DOWELS ONLY. REFER TO DAYTON SUPERIORS DOWELBAR REPLACEMENT FOR SIZES, INSTALLATION AND PROCEDURES.
2. D 51 DBR SETTING AND SPLICE BARS SHALL BE FABRICATED FROM ASTM A615 GRADE60 REINFORCING STEEL
3. SETTING BAR MUST BE TIED TO ADJACENT REINFORCING FOR CORRECT LAP LENGTHOR BAR DEVELOPMENT LENGTH FOR PROPER SUPPORT DURING CONCRETEPLACEMENT
REQUIRED
LENGTH AS
REQUIRED
LENGTH AS
BOTTOM BAR(MAIN REINFORCING)BEAR AT SUPPORT
BOTTOM BAR(MAIN REINFORCING)BEAR AT SUPPORT
TOP BAR (MAINREINFORCING)
TEMP & DISTR REINF FIN FL EL
0"
LAP AT MID SPAN WHERE REQ'D2" CLR
6" TYP
PROVIDE #5 BAR AT MIDDEPTH @ EACH FACE(NOT SPECIFIED IN SCHEDULE) WITH DEPTHEQUAL TO OR GREATER THAN 24" UON
#5 @ 12" TOP EXTRA BARSBETWEEN BEAMS WHERE BEAMOR GIRDER IS PARALLEL TO MAINSLAB REINFORCEMENT
FIN FLEL
d
b
2' � 0" 2' � 0"2' � 0"
TOP BAR @ DISCONT END
TOP BAR CONT
TOP BAR OVER SUPPORT
BOTTOM BAR BOTTOM BAR
FIN FLEL
2" CLR
6"
@ END REMAINDER @ END
2" STIRRUP SPACING 2"
L1
0.25 L1
GREATER
0.3 L1 OR 0.3 L2
GREATER
0.3 L1 OR 0.3 L2 (WHERE REQUIRED)TENSION LAP
SPAN
6" TYP
@ END REMAINDER @ END
2" STIRRUP SPACING 2"
L2
600
1' 11 5/8"
300
1' 0"305
1'
0"
300
11 1
3/1
6"
200
7 7
/8"
300
1' 0"
300
11 3/4"
300
11 3/4"EXST SLAB
150
6"
1
1
PROVIDE WALLBY UTILITY CONTRACTOR
SS0005
004A
SIGNALPOWER
#4 @ 12" OCDWLS,EMBED12" MIN, TYP
#6@12EW, TYP
#6@12EW, TYP
#6@12EW, TYP
#6@12 EW, TYP
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
TYPICAL DETAILS
130323
Author
11/10/14
SS0006
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
NO. ISSUANCE STATUS DATE
11/14/2014
DOWEL BAR REPLACEMENT DETAIL
TYPICAL CONCRETE SLAB(ONE�WAY)
TYPICAL BEAM OR GIRDER SECTION
TYPICAL BEAM AND GIRDER DETAIL
CONCRETE REINFORCING TENSION LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE
f'c = 3000 PSI
#3
BA
R S
IZE
CASE 2
TOP BARS
28 42
CASE 1
CLASS "B" LAP SPLICE LENGTH
OTHER BARS
22
CASE 2
32
f'c = 4000 PSI
24
CASE 2
36 19
DEVELOPMENT LENGTH
28
#4 43295637 37254832
#6
#7
#8
#9
#10
#11
CASE 1 CASE 1 CASE 1 CASE 1 CASE 1 CASE 1 CASE 1
47
56
81
93
105
118
131
70
84
122
139
157
177
196
36
43
63
72
81
91
101
CASE 2 CASE 2 CASE 2 CASE 2
54
64
94
107
121
136
151
40
48
70
80
91
102
113
60
72
106
121
136
153
170
31
37
54
62
70
79
87
47
56
81
93
105
118
131
TOP BARS OTHER BARS TOP BARS TOP BARSOTHER BARS OTHER BARS
CASE 2
f'c = 3000 PSI f'c = 4000 PSI
22 32
4329
36
43
63
72
81
91
101
54
64
94
107
121
136
151
17 25
3322
28
33
48
55
62
70
78
41
50
72
82
93
105
116
19 28
3725
31
37
54
62
70
79
87
47
56
81
93
105
118
131
15 22
2919
24
29
42
48
54
61
67
36
43
63
71
81
91
101
BEAMS, COLUMNS
CONCRETE COVER AT LEAST 1.0 db AND CENTERTO CENTER SPACING AT LEAST 3.0 db
CONCRETE COVER LESS THAN 1.0 db OR CENTERTOCENTER SPACING LESS THAN 3.0 db
CASE 1
CASE 2 CONCRETE COVER LESS THAN 1.0 db OR CENTERTOCENTER SPACING LESS THAN 2.0 db
CONCRETE COVER AT LEAST 1.0 db AND CENTERTOCENTER SPACING AT LEAST 2.0 db
ALL OTHERSCASE 1
CASE 2
5. ALL REBAR DEVELOPMENT LENGTHS AND LAP SPLICES SHALL BE DETAILED AND FURNISHED IN ACCORDANCE WITH CRSI, "REINFORCING BARS: ANCHORAGES AND SPLICES," 5TH EDITION 2008.
2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS.
1. TABULATED VALUES ARE BASED ON NORMAL WEIGHT CONCRETE, GRADE 60 UNCOATED REINFORCING, CLEAR SPACING OF BARS EQUAL TO OR GREATER THAN 2 x BAR DIA OR
3. TABULATED LENGTHS ARE IN INCHES.
4. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM CODE REQUIREMENTS.
NOTES:
7. SPLICES SHALL NOT BE MADE AT POINTS OF MAXIMUM STRESS AS DETERMINED BY THE ENGINEEER.
6. USE CODE EQUATIONS FOR CONCRETE COMPRESSIVE STRENGTH GREATER THAN 4000 PSI.
1 1/2 INCHES, WHICHEVER IS GREATER, AND CLEAR COVER EQUAL TO OR GREATER THAN 1.0 x BAR DIA OR 3/4 INCHES, WHICHEVER IS GREATER.
#5
SCALE: 1" = 1'�0"
006A TYPICAL ELECTRICAL TRENCH DETAIL
1 4 75W
F
E
C
51.1
C.14
C.6
C.2
X1 X5
Y1
C.1
C.5.8
Y2
1W.1
SB4101
101A
SB4102
102A
SB4103
103A
SB4105
105A
51.2
C.5
C.5.9SB4107
107ASB4104
104A
SB4108
108B
D
10
SB4108
108A
CONTROL ROOM #2
UT FOUNDATION
CONTROL ROOM #1
SOAKINGFURNACE
CANOPY
DESCALING PIT
TRESTLE
BLDG 1ADDITION
DESCALING PUMPLOCATION TO BEDETERMINED
GENERATOR PAD 24'3"x19'3"x1'8"MAT FOUNDATION W/ #6@12" EW T&B,TOP OF PAD AT 8" ABOVE GRADE,GENERATOR TO SIT ON SPRINGISOLATORS AS REQD BY MFR
27
AREA 1 AREA 2 AREA 3 AREA 4 AREA 5 AREA 6 AREA 7
OFFICE
HT BLDG
4241 554018
EXSTTRENCH, VIF
37
37
SEE CIVIL
7620
25' 0"
3658
12'
0"
9319
30'
6 7
/8"
SB4500
500A
HT BUILDING
SB4500B
500A
SB4500B
500B
500016' 4 7/8"
HT CONVEYORPAD EAST
HT CONVEYORPAD WEST
5 6
EXST UT PITS AND TRENCHES TO BE FILLEDWITH FLOWABLE FILL TO AN ELEVATION OF12" BELOW FIN FLR, PROVIDE TYPE S2 SLABAT FIN FLR LEVEL, DWL INTO EXST CONCWITH #4 BARS AT 1'6" OC
33 35
DIM
EN
SIO
NP
RO
VID
E
1830
6'
0 1
/16"
4531' 5 13/16"
550018' 0 9/16"
PIPE CUTTINGFOUNDATION No. 1SB4109
109A
DESCALING PUMP PAD
HOLD
3W.1
X2 X3 X4 Y4.5
Y1.3
Y1.6
5867
19'
3"
7391
24' 3"
SE
E C
IVIL
51.9 53.5 54.3
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
KEY PLAN
C0R#8598
1" = 40'0"
OVERALLSTRUCTURAL PLAN
130323
D. FISHER
08/21/14
SB1100
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SCALE: 1" = 40'�0"
100A OVERALL STRUCTURAL PLAN
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SS0003 FOR DESIGN CRITERIA4. REFER TO CIVIL FOR EXTERIOR CONCRETE WORK
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B PERMIT ISSUE 09/05/2014
C 75% PROGRESS SET 09/26/2014
D 90% REVIEW 10/10/2014
E OWNER REVIEW 10/22/2014
11/14/2014
1
C
C.1
C.5.8
1W.1
1473
4'
10"
9944
32'
7 1
/2"
914
3' 0"
F1
8070
26'
5 3
/4"
1874
6'
1 3
/4"
F1
F2
C.3T
O IN
ST
ALL F
ND
N
6'
2"
OR
AS
RE
Q'D
TO
IN
ST
ALL F
ND
N
5'
0"
OR
AS
RE
Q'D
SAWCUT AND REMOVE EXST SLABREPLACE W/ NEW SLAB
SLAB S2 W/ LIQUIDHARDENER, REFERTO SS0005
001A
SB5001
001A
SB5001
EDGE OFEXSTSLAB
001B
SB5001
CONTROL JOINT, TYP
2'0" THICKENEDSLAB BELOWSAFE STOP
1652
5' 5 1/16"
1219
4' 0"
1272
4'
2 1
/16"
1219
4'
0"
PROVIDE (6) HILTI HY200 +1" DIA HAS THREADEDROD FOR SAFE STOP,EMBED 20" MIN
PR
OC
ES
S
EQ EQ EQ
18504
60' 8 1/2"
3W.1
EXSTFOUNDATION,BELOW
F2
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
KEY PLAN
C0R#8598
1/4" = 1'0"
ENLARGED PLAN CANOPYFOUNDATION
130323
D. FISHER
08/21/14
SB4101
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB1�100 SCALE: 1/4" = 1'�0"
101A ENLARGED CANOPY FOUNDATION PLAN
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SB5100 FOR FOUNDATION SCHEDULE4. CONTRACTOR TO VERIFY EXST FNDN CONDITION5. FNDNS TO BE OVER EXCAVATED 3'0" BELOW BOTTOM OF FOOTING, 2'0" OUTSIDE FNDN PERIMTER, REFILL WITH
NATURAL GROUND AND RECOMPACT TO 95% OF MODIFIED PROCTOR CURVE6. TOLERANCE FOR CONVEYOR ANCHOR BOLT LOCATION SHALL BE WITHIN +/ 3mm7. TOS TO MATCHADJACENT EXST SLAB ELEVATION8. ALL CONVEYOR LEG ANCHORS TO BE HILTI HY200 WITH 1" DIA HAS THREADED ROD, EMBED 8", UON9. ALL ELEVATIONS ARE REFERENCED FROM FINISHED FLOOR10.DESIGN OF SPREAD FOOTING FOUNDATIONS ARE BASED ON A NET ALLWABLE BEARING PRESSURE EQUAL TO 3000
PSF.11.COLUMN ANCHOR BOLT EMBEDMENT DEPTH = 1'6" FROM TOP OF CONCERETE PIER TO TOP FACE OF END NUT UON12.CONVEYOR ANCHOR BOLTS AND NUTS SUPPLIED BY SNA, WASHERS SUPPLIED BY STL
STL TO VERIFYDIMENSION , TYP
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B PERMIT ISSUE 09/05/2014
C 75% PROGRESS SET 09/26/2014
D 90% REVIEW 10/10/2014
E OWNER REVIEW 10/22/2014
11/14/2014
4 7
C
002B
SB5002
002D
SB5002
002AA
SB5002A
002DB
SB5002D
D002A
SB5002
002C
SB5002
002AB
SB5002A
P9
P7
P8
P7
P7
P7
P7
P7
P9
P9
P9
P9
P9
P9
P9
P9
P9
P10
1' 10 7/16"570
1' 5 1/2"445
2' 8 7/8"835
5 6
1' 7 11/16"500
2' 5 5/16"745
1' 7 11/16"500
1600
5' 3"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1200
3' 11 1/4"
1546
5' 0 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
875
2' 10 7/16"
875
2' 10 7/16"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
2405
7'
10 1
1/1
6"
1500
4'
11 1
/16"
3420
11'
2 5
/8"
3700
12'
1 1
1/1
6"
1800
5'
10 7
/8"
3700
12'
1 1
1/1
6"
4820
15'
9 3
/4"
2200
7'
2 5
/8"
1200
3' 11 1/4"
6535
21'
5 5
/16"
2482
8'
1 3
/4"
1200
3' 11 1/4"
5525
18'
1 1
/2"
P11
P11
P11
P11
P11
971
3' 2 3/16"
1700
5' 6 15/16"
1700
5' 6 15/16"
1700
5' 6 15/16"
1600
5' 3"
1600
5' 3"
1700
5' 6 15/16"
1700
5' 6 15/16"
10393' 4 7/8"
661
2' 2"
863 3/8"
542 1/8"
565
1'
10 1
/4"
1250
4'
1 3
/16"
800
2' 7 1/2"
600
1'
11 5
/8"
2206
7'
2 1
3/1
6"
419
1'
4 1
/2"
600
1'
11 5
/8" 3
00
11 1
3/1
6"
900
2'
11 7
/16"
625
2'
0 9
/16"
9070
29' 9 1/8"
1200
3' 11 1/4"
1208
3' 11 9/16"
1105
3'
7 1
/2"
419
1'
4 1
/2"
5406
17'
8 1
3/1
6"
4050
13' 3 7/16"
345011' 3 13/16"
2160
7'
1 1
/16"
6039
19' 9 3/4"
2506
8' 2 11/16"
15004' 11 1/16"
5805
19' 0 9/16"
248
9 3
/4"
3820
12'
6 3
/8"
6401
21'
0"
336
1'
1 1
/4"
2896
9' 6"
2896
9' 6"
1870
6' 1 5/8"
2195
7' 2 7/16"
813
2' 8"
1930
6' 4"
1628
5' 4 1/8"
1628
5' 4 1/8"
900
2' 11 7/16"
2850
9' 4 3/16"
2942
9'
7 1
3/1
6"
3458
11'
4 3
/16"
817
2'
8 3
/16"
1000
3'
3 3
/8"
002AD
SB5002A
002AE
SB5002A
STAIR
STAIR
FURNACE
SOAKING FURNACECHIMNEYFOUNDATION
200x200 POCKET, BOT OFPOCKET EL. + 295
200x200 POCKET, BOT OFPOCKET EL. + 220, TYP
290x500POCKET, BOTOF POCKETEL. + 585
220x150POCKET, BOTOF POCKET EL.+370, TYP
200x200POCKET, BOTOF POCKETEL. + 295
ST
AC
K
DIS
CH
AR
GIN
GC
HA
RG
ING
AIR
FA
N
002CC
SB5002C
1657
5'
5 1
/4"
850
2' 9 7/16"
850
2' 9 7/16"
002CH
SB5002C
002CH
SB5002C
002CH
SB5002C
002CH
SB5002C
11793' 10 7/16"
935
3'
0 1
3/1
6"
3329
10' 11 1/16"
W10
X22
[�2
1/2
"]
W10
X22
[�2
1/2
"]
2600ø 8' 6
3/8"
SB5002C
002CE
1075
3' 6 5/16"
660
2'
2"
660
2'
2"
850
2' 9 7/16"
2816
9'
2 7
/8" 1
817
5'
11 9
/16"
2224
7' 3 9/16"
817
2'
8 3
/16"
4951' 7 1/2"
1200
3' 11 1/4"
334
1'
1 1
/8"
665
2'
2 3
/16"
2996
9' 9 15/16"
3005
9' 10 5/16"
6000
19' 8 1/4"
800
2' 7 1/2"
999
3'
3 5
/16"
499
1'
7 1
1/1
6"
4951' 7 1/2"
800
2' 7 1/2"
1500
4'
11 1
/16"
751
2'
5 9
/16"
4942
16'
2 9
/16"
6456
21'
2 3
/16"
600
1'
11 5
/8"
4099
13'
5 3
/8"
1200
3'
11 1
/4"
1700
5'
6 1
5/1
6"
1400
4'
7 1
/8"
1500
4' 11 1/16"
800
2' 7 1/2"
1800
5' 10 7/8"
1700
5' 6 15/16"
1800
5' 10 7/8"
5394
17' 8 3/8"
10003' 3 3/8"
3358
11' 0 3/16"
1200
3'
11 1
/4"
1000
3'
3 3
/8"
2' 5 5/16"745
1' 10 7/16"570
390
1'
3 3
/8"
390
1'
3 3
/8"
1440
4' 8 11/16"
EBEDDED PL,TYP002CF/SB5002C
EBEDDED PL,TYP002CF/SB5002C
750
2'
5 1
/2"
495
1' 7 1/2"
495
1' 7 1/2"
0' 0"0
0' 0"0
0' 0"0
0' 0"0
0' 0"0
0' 0"0
0' 0"0
0' 0"0
0' 5 15/16"150
627
2'
0 1
1/1
6"
34
1 3
/8"
5' 1"1550
2900
9'
6 1
/8"
8350
27'
4 3
/4"
002CK
SB5002C
TYP
002CG
SB5002C
002CG
SB5002C
002CG
SB5002C
002CG
SB5002C
002CG
SB5002C
002CG
SB5002C
002CG
SB5002C
002CC
SB5002C
TYP
TYP
P15
1/8" CHECKEREDPLATE ON 2 1/2"GRATING
1/8" CHECKEREDPLATE ON 2 1/2"GRATING
TYP
2 1/2" THICKGRATING, TYP
700
2' 3 9/16"
165
6 1
/2"
LOW DENSITY EXPANDEDPOLYSTYRENE (EPS)COMPRESSIBLE FILLERBETWEEN EXST PIER ANDNEW FOUNDATION
EXST PIER
0' 0"0 VIF
915
3'
0"
460
1' 6 1/8" VIF
763" 500
1'
7 1
1/1
6"
7002' 3 9/16"
4391' 5 5/16"
1400
4' 7 1/8"
BOT OF TRENCHEL 1000
BOT OF TRENCHEL 600
BOT OF TRENCHEL 1300
BOT OF TRENCHWALL OPENINGEL 1300
900
2' 11 7/16"
SEE PIER DETAIL (P8) ONSB5002B FOR TOC EL
3' 1"940
711
2' 4"?
W8X
15
500H
SB5500
3051' 0"
12" WIDE BEAMPOCKET, EACH END
002AF
SB5002A
700
2'
3 9
/16"
700
2'
3 9
/16"
700
2'
3 9
/16"
200
7 7
/8"
960
3'
1 7
/8"
EQ
EQ
EQ
TYP
LIFTING HANDLE CENTEREDON REMOVABLE GRATINGPANEL, TYP UNO
SS0005
005U
450
1'
5 1
1/1
6"
2900
9' 6 3/16"
STACK
737
2'
5"
924
3'
0 3
/8"
1676ø 5' 6"
W10X22 [�2 1/2"]
W10
X22
[�2
1/2
"]
TYP, AT BEAMPOCKET
610
2' 0" TYP
L3x3x1/4, TYP
203
8"
203
8"
SNA GRID REFERENCE
DCC GRID REFERENCE
SNA GRID REFERENCE
DCC GRID REFERENCE
D
C
D
C
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
KEY PLAN
C0R#8598
As indicated
ENLARGED PLAN SOAKING FURNACEPIT / FIN FLR LEVEL
130323
D. FISHER
08/21/14
SB4102
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB1�100 SCALE: 1/4" = 1'�0"
102A SOAKING FURNACE PIT ENLARGED PLAN @ EL. ±0.00
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SB5002B FOR FOUNDATION SCHEDULE4. CONTRACTOR TO VERIFY EXST FNDN CONDITION5. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL PROCESS RELATED CONSTRUCTION6. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR7. TRENCH LAYOUT AND CROSS SECTIONAL DIMENSIONS BASED ON VENDOR INPUT DRAWINGS, VENDOR TO
VERIFY FINAL TRENCH SIZES AND LOCATIONS8. REFER TO SPEC FOR DEWATERING REQUIREMENTS9. REFER TO SHEET SB5002C FOR EQUPMENT ANCHOR INSTALLATION TOLERANCES10.HORIZONTAL GRIDS C AND D LOCATED AT OUTSIDE FACE OF COLUMNS, REFER TO DETAIL 102B/SF4102 FOR
RELATIONSHIP TO DCC REFERENCE DRAWINGS11.ELEVATION OF DISCHARGING CONVEYOR LINE TO MATCH CONVEYOR FOR INCOMING STRAINER
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B PERMIT ISSUE 09/05/2014
C 75% PROGRESS SET 09/26/2014
D 90% REVIEW 10/10/2014
E OWNER REVIEW 10/22/2014
11/14/2014
SCALE: 1" = 1'�0"
102B DCC TO SNA GRID RELATIONSHIP
4 7
C
002B
SB5002002D
SB5002
002AA
SB5002A
D002A
SB5002
002AB
SB5002A
P4
P4
P3
P3
P3
P3
P2
P6
P1
P1
P1
P1
P1
P1
P1
P1
P6
P2
P2
P2
2000
6' 6 3/4"
1670
5' 5 3/4"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1870
6' 1 5/8"
2000
6' 6 3/4"
3000
9'
10 1
/8"
3200
10'
6"
3000
9'
10 1
/8"
3200
10' 6"
3720
12' 2 7/16"
1410
4' 7 1/2"
5930
19' 5 7/16"
1410
4' 7 1/2"
6520
21' 4 11/16"
3000
9'
10 1
/8"
3200
10'
6"
3000
9'
10 1
/8"
1100
3'
7 5
/16"
424
1'
4 1
1/1
6"
1582
5'
2 1
/4"
3824
12'
6 9
/16"
8675
28'
5 9
/16"
7135
23'
4 7
/8"
914
3'
0"
1568
5'
1 3
/4"
1200
3' 11 1/4"
4799
15' 8 15/16"
834
2' 8 13/16"
3670
12' 0 1/2"
1226
4' 0 1/4"
2604
8' 6 9/16"
8691
28' 6 1/8"
1200
3' 11 1/4"
5216
17'
1 3
/8"
23390
76' 8 7/8"
6001' 11 5/8"
3200
10' 6"
614
2'
0 3
/16"
5216
17'
1 3
/8"
6025
19'
9 3
/16"
10699
35'
1 1
/4"
4024
13' 2 7/16"
6871
22' 6 1/2"
6839
22' 5 1/4"
5656
18' 6 11/16"
1208
3' 11 9/16"
4799
15' 8 15/16"
6300
20' 8 1/16"
8691
28' 6 1/8"
5230
17'
1 1
5/1
6"
2470
8' 1 1/4"
3830
12' 6 13/16"
5830
19'
1 1
/2"
600
1'
11 5
/8"
600
1'
11 5
/8"
6001' 11 5/8"
6001' 11 5/8"
600
1'
11 5
/8"
6001' 11 5/8"
586
1'
11 1
/16"
600
1'
11 5
/8"
6001' 11 5/8"
600
1'
11 5
/8"
6001' 11 5/8"
584
1' 11"
P5
P5
2990
9'
9 1
1/1
6"
2990
9'
9 1
1/1
6"
5 6
P2
P2
SB5002C
002CE
002CJ
SB5002C
002AD
SB5002A
002AC
SB5002A
P12
400
1' 3 3/4"
002AE
SB5002A
1510
4' 11 7/16"
EL 4130
SLO
PE
SLO
PE
SLO
PE
EL 4300
SLO
PE
SLOPE
SLOPE
SLO
PE
EL 4140
5030
16'
6"
3900
12'
9 9
/16"
3901
12'
9 9
/16"
904
2'
11 9
/16"
5030
16'
6"
3900
12'
9 9
/16"
3901
12'
9 9
/16"
904
2'
11 9
/16"
240x240 POCKETBOT OF POCKETEL 2930 TYP
200x200 POCKET, BOTOF POCKET EL. 2940
200x200 POCKET, BOTOF POCKET EL. 2940
BOT PITEL 5300
390
1'
3 3
/8"
3430
11'
2 7
/8"
600
1'
11 5
/8"
1910
6'
3"
14226
46'
8 1
/16"
400
1'
3 3
/4"
4667
15'
3 3
/4"
600
1' 11 5/8"
999
3' 3 3/8"
4106
13' 5 5/8"395
1' 3 9/16"
9209
30' 2 9/16"
1000
3'
3 3
/8"
4001' 3 3/4"
2566
8' 5"
400
1' 3 3/4"
3591' 2 1/8"
4590
15'
0 1
1/1
6"
135
5 5
/16"
2482
8'
1 3
/4"
1278
4'
2 5
/16"
600
1'
11 5
/8"
6212' 0 7/16"
8502' 9 7/16"
963
3'
1 1
5/1
6"
P14
BEAMABOVE,REFER TOSECTIONS
BEAM ABOVE,REFER TOSECTIONS
P13
P14
OPP H
AND
8222
26'
11 1
1/1
6"
FURNACE
002AF
SB5002A
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
KEY PLAN
C0R#8598
1/4" = 1'0"
ENLARGED PLAN SOAKING FURNACEPIT / 3.7m LEVEL
130323
D. FISHER
09/11/14
SB4102A
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
SCALE: 1/4" = 1'�0"
102AA
SOAKING FURNACE PITLOWER LEVEL ENLARGED PLAN @ EL. �3700
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SB5002B FOR FOUNDATION SCHEDULE4. CONTRACTOR TO VERIFY EXST FNDN CONDITION5. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL PROCESS RELATED
CONSTRUCTION6. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR7. TRENCH LAYOUT AND CROSS SECTIONAL DIMENSIONS BASED ON VENDOR INPUT DRAWINGS,
VENDOR TO VERIFY FINAL TRENCH SIZES AND LOCATIONS8. HORIZONTAL GRIDS C AND D LOCATED AT OUTSIDE FACE OF COLUMNS, REFER TO DETAIL
102B/SF4102 FOR RELATIONSHIP TO DCC REFERENCE DRAWINGS9. ELEVATION OF DISCHARGING CONVEYOR LINE TO MATCH CONVEYOR FOR INCOMING STRAINER
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
4 7
CC
002B
SB5002
002D
SB5002
002AA
SB5002A
002DB
SB5002D
DD002A
SB5002
002C
SB5002
002AB
SB5002A
5 6
P9
P7
P8
P7
P7
P7
P7
P7
P9
P9
P9
P9
P9
P9
P9
P9
P9
P10
1' 10 7/16"570
1' 5 1/2"445
2' 8 7/8"835
STAIR
STAIR
T
T
T
TT T
T T
T T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
TT T
T T
T T
T T
T T
T
T T
T
T T
T T
T T
T T
T TT T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T TT T
T T
T T
T T
T TT T
T T
T T
T T
T T
T
T
T
T
T T
T T
T T
T TT T
T T
T T
T T
T T
T T
T TT T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T T
T TT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TTT
T T
T TTT
T T
T T
TT
T T
T T
T T
T T
T T
T TTT
T T
TT
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
27510 13/16"
42
1 5
/8"
2147
7'
0 1
/2"
1520
4' 11 13/16"
1120
3' 8 1/8"
1700
5' 6 15/16"
1700
5' 6 15/16"
1700
5' 6 15/16"
16005' 3"
1600
5' 3"
1700
5' 6 15/16"
1700
5' 6 15/16"
1700
5' 6 15/16"
1255
4' 1 7/16"
800
2' 7 1/2"
460
1' 6 1/8"
1800
5'
10 7
/8"
1800
5'
10 7
/8"
1400
4'
7 1
/8"
1200
3'
11 1
/4"
1800
5'
10 7
/8"
1850
6'
0 1
3/1
6"
1380
4'
6 5
/16"
6202' 0 7/16"
500
1'
7 1
1/1
6"
588
1'
11 3
/16"
792
2'
7 3
/16"
1850
6'
0 1
3/1
6"
1800
5'
10 7
/8"
1200
3'
11 1
/4"
1400
4'
7 1
/8"
1800
5'
10 7
/8"
1800
5'
10 7
/8"
600
1' 11 5/8"
1150
3' 9 1/4"
600
1' 11 5/8"
1150
3' 9 1/4"
600
1' 11 5/8"
1150
3' 9 1/4"
600
1' 11 5/8"
1150
3' 9 1/4"
600
1' 11 5/8"
1150
3' 9 1/4"
600
1' 11 5/8"
1150
3' 9 1/4"
600
1' 11 5/8"
1150
3' 9 1/4"
600
1' 11 5/8"
920
3' 0 1/4"
275
10 13/16"
1378
4'
6 1
/4"
1120
3' 8 1/16"
710
2'
3 1
5/1
6"
1600
5' 3"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
875
2' 10 7/16"
875
2' 10 7/16"
1750
5' 8 7/8"
1750
5' 8 7/8"
1750
5' 8 7/8"
1200
3' 11 1/4"
1664
5' 5 1/2"
28411 3/16"
2007 7/8"
280
11"
2007 7/8"
200
7 7/8"
42
1 5
/8"
602 3/8"
200
7 7
/8"
602 3/8"
638
2'
1 1
/8"
350
1'
1 3
/4"
4501' 5 11/16"
2007 7/8"
4801' 6 7/8"
480
1'
6 7
/8"
430
1'
4 1
5/1
6"
200
7 7/8"
200
7 7/8"
200
7 7
/8"
002AD
SB5002A
002AE
SB5002A
650
2'
1 9
/16"
T T T T T T T T T
T T
T T T T T T T
T
T T
TT TT T T T T T T TT T T T
200
7 7/8"
340
1'
1 3
/8"
280
11"
FURNACE
DIS
CH
AR
GIN
GC
HA
RG
ING
730
2'
4 3
/4"
335
1'
1 3
/16"
335
1'
1 3
/16"
460
1' 6 1/8"
5101' 8 1/16"
360
1' 2 3/16"
5701' 10 7/16"
460
1' 6 1/8"
SEE PIER DETAIL (P8) ONSB5002B FOR TOC EL
002AF
SB5002A
1075
3' 6 5/16"
T
T
ANCHOR KEY
Ø = 120, H = 400
Ø = 150, H = 600
SYMBOL ROD POCKET
24TO
30TO
SEE SB5002C FOR ANCHOR DETAILS
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
KEY PLAN
C0R#8598
As indicated
ENLARGED PLAN SOAKING FURNACEPIT EMBED PLAN /FIN FLR LEVEL
130323
D. FISHER
09/25/14
SB4102B
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
SCALE: 1/4" = 1'�0"
102BA
SOAKING FURNACE PITENLARGED EMBED PLAN @ EL. ±0.00
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SB5002B FOR FOUNDATION SCHEDULE4. CONTRACTOR TO VERIFY EXST FNDN CONDITION5. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL PROCESS RELATED CONSTRUCTION6. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR7. REFER TO SHEET SB5002C FOR EQUPMENT ANCHOR INSTALLATION TOLERANCES8. HORIZONTAL GRIDS C AND D LOCATED AT OUTSIDE FACE OF COLUMNS, REFER TO DETAIL 102B/SF4102 FOR
RELATIONSHIP TO DCC REFERENCE DRAWINGS9. ELEVATION OF DISCHARGING CONVEYOR LINE TO MATCH CONVEYOR FOR INCOMING STRAINER
4 7
C
002B
SB5002
002D
SB5002
002AA
SB5002A
D002A
SB5002
002C
SB5002
002AB
SB5002A
5 6
C.0.5
T T
T T
T
T T
T
T T
TT
T T
T T
T T
TT
T
T T
T
T T
TT
T T
TTT T
T T
T T
T T
HO..
740
2' 5 1/8"
411
1'
4 3
/16"
915
3'
0"
850
2'
9 7
/16"
850
2'
9 7
/16"
224
8 1
3/1
6"
250
9 1
3/1
6"
600
1'
11 5
/8"
250
9 1
3/1
6"
2007 7/8"
300
11 13/16" 2007 7/8"
1807 1/16" 740
2' 5 1/8"
1807 1/16"
170
6 1
1/1
6"
400
1'
3 3
/4"
400
1'
3 3
/4"
400
1'
3 3
/4"
170
6 1
1/1
6"
1807 1/16" 740
2' 5 1/8"
1807 1/16"
169
6 1
1/1
6"
400
1'
3 3
/4"
400
1'
3 3
/4"
400
1'
3 3
/4"
170
6 1
1/1
6"
1807 1/16" 740
2' 5 1/8"
1807 1/16"
169
6 1
1/1
6"
400
1'
3 3
/4"
400
1'
3 3
/4"
400
1'
3 3
/4"
170
6 1
1/1
6"
T T
T T
T
T T
T
1807 1/16" 740
2' 5 1/8"
1807 1/16"
169
6 1
1/1
6"
400
1'
3 3
/4"
400
1'
3 3
/4"
400
1'
3 3
/4"
170
6 1
1/1
6"
T T
TT
T T
TT
740
2' 5 1/8"
411
1'
4 3
/16"
915
3'
0"
850
2'
9 7
/16"
850
2'
9 7
/16"
3549
11' 7 3/4"
2250
7' 4 9/16"
1850
6' 0 13/16"
2249
7' 4 9/16"
2251
7' 4 5/8"
1850
6' 0 13/16"
2250
7' 4 9/16"
3541
11' 7 3/8"
1750
5'
8 3
/4"
351
1'
1 1
3/1
6"
1349
4'
5 1
/8"
800
2'
7 1
/2"
3081
10'
1 5
/16"
5100
16' 8 3/4"
1838
6'
0 3
/8"
2353
7' 8 5/8"
1253
4'
1 5
/16"
2931
9' 7 3/8"
1442
TY
P
4'
8 3
/4"
460TYP
1' 6 1/8"
HO..
250
9 1
3/1
6"
600
1'
11 5
/8"
250
9 7
/8"
2007 7/8"
300
11 13/16"200
7 7/8"
6300
20' 8 1/16"
002AD
SB5002A
002AE
SB5002A
EMBEDED PL002CF/SB5002CTYP
260TYP
10 1/4"
2782
9'
1 1
/2"
3440
11'
3 1
/2"
FURNACE
600
1' 11 5/8"
1200
3' 11 3/8"
5230
17'
1 1
5/1
6"
600
1'
11 5
/8"
850
2' 9 7/16"
205
8 1
/16"
1700
5'
6 1
5/1
6"
6300
20' 8 1/16"
4296
14' 1 1/8"
2004
6' 6 15/16"
60.0
0°
60.0
0°
T
T
ANCHOR KEY
Ø = 120, H = 400
Ø = 150, H = 600
SYMBOL ROD POCKET
24TO
30TO
SEE SB5002C FOR ANCHOR DETAILS
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
KEY PLAN
C0R#8598
As indicated
ENLARGED PLAN SOAKING FURNACEPIT EMBED PLAN /3.7m LEVEL
130323
D. FISHER
09/25/14
SB4102C
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
SCALE: 1/4" = 1'�0"
102CA
SOAKING FURNACE PITLOWER LEVEL ENLARGED EMBED PLAN @ EL. �3700
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SB5002B FOR FOUNDATION SCHEDULE4. CONTRACTOR TO VERIFY EXST FNDN CONDITION5. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL PROCESS RELATED CONSTRUCTION6. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR7. REFER TO SHEET SB5002C FOR EQUPMENT ANCHOR INSTALLATION TOLERANCES8. HORIZONTAL GRIDS C AND D LOCATED AT OUTSIDE FACE OF COLUMNS, REFER TO DETAIL 102B/SF4102 FOR
RELATIONSHIP TO DCC REFERENCE DRAWINGS9. ELEVATION OF DISCHARGING CONVEYOR LINE TO MATCH CONVEYOR FOR INCOMING STRAINER
305
1'
0"
7645
25'
1"
003A
SB5003
003F
SB5003
003E
SB5003
305
1' 0"
11862
38' 11"
1487
4' 10 9/16"
TOP OF SLAB EL = 4' 7"
TOP OF SLAB EL = 14' 6"
4724
15'
6"
381
1'
3"
381
1' 3"
4724
15' 6"
381
1' 3"
2210
7' 3"
2210
7' 3"
2210
7'
3"
2159
7'
1"
381
1'
3"
003B
SB5003
305
1' 0"
4521
14'
10"
2870
9' 5"
003D
SB5003
305
1' 0"
003C
SB5003
#6 DWLS x 12" LG @12" OC, DRILL ANDEPOXY GROUT 6"INTO EXST WALL
CHAMFER CORNERSOF CONC, TYP
18
EXST WALL
2515
8'
3"
#6 DWLS x 12" LG @12" OC, DRILL ANDEPOXY GROUT 6"INTO EXST WALL
#6 DWLS x 12" LG @12" OC, DRILL ANDEPOXY GROUT 6"INTO EXST WALL
003G
SB5003
DEMOLISH TOPOF EXST WALL
DEMOLISH EXST WALL
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
KEY PLAN
C0R#8598
1/2" = 1'0"
ENLARGED PLAN DESCALING PIT
130323
D. FISHER
08/21/14
SB4103
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB1�100 SCALE: 1/2" = 1'�0"
103A DESCALING PIT ENLARGED PLAN
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SB5100 FOR FOUNDATION SCHEDULE4. CONTRACTOR TO VERIFY EXST FNDN CONDITION5. ALL EXPOSED CONCRETE TO BE SEALED WITH WHITE EPOXY PAINT, REFER TO SPEC
VERIFY ALL PIT DIMENSIONSINDICATED ON DRAWING
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B PERMIT ISSUE 09/05/2014
C 75% PROGRESS SET 09/26/2014
D 90% REVIEW 10/10/2014
E OWNER REVIEW 10/22/2014
11/14/2014
004AE
SB5004A
004AD
SB5004A
004AA
SB5004A
004AB
SB5004A
004C
SB5004
004AC
SB5004A
004A
SB5004
004B
SB5004
WATER PITEL 6' 3 3/16"
CONTROL ROOM,REFER TO ARCH
DD
200
7 7
/8"
800
2'
7 1
/2"
SAWCUT ANDREMOVE EXST SLAB
1761
5'
9 3
/8"
300
11 1
3/1
6"
1267
4'
1 7
/8"
1242
4'
0 1
5/1
6"
004AF
SB5004A
424140
2007 7/8"
3501' 1 3/4"
30011 13/16"
1000
3'
3 3
/8"
200
7 7
/8"
2007 3/4"
1980
6' 5 7/8"
2007 7/8"
14900
48' 10 5/8" 2007 7/8"
570
1' 10 1/2"
2007 7/8"
1505 7/8"
5001' 7 11/16"
300
11 1
3/1
6"
1242
4'
0 1
5/1
6"
858
2'
9 3
/4"
5871
19'
3 1
/8"
18246
59' 10 3/8"
1" DIA SLEEVETHROUGHFOUNDATION FORELECTRICALGROUNDING,REFER TO ELEC
300
11 13/16"
1718
5' 7 5/8"
7633
25' 0 1/2"
26410 3/8"
7356
24' 1 5/8"
300
11 1
3/1
6"
1349
4'
5 1
/8"
300
11 1
3/1
6"
1242
4'
0 1
5/1
6"
1267
4'
1 7
/8"
300
11 1
3/1
6"
1587
5'
2 1
/2"
300
11 1
3/1
6"
874
2'
10 7
/16"
30011 3/4"
2007 7/8"
1505 7/8"
2007 3/4"
PROVIDE HOLES FOREQUIPMENT, COORDINATESIZE AND LOCATION W/SUPPLIER, REINFORCE PLON 4 SIDES OF EACH HOLEW/ L3x3x1/4 WELDED TOUNDERSIDE OF PL
004D
SB5004
BOT OF TRENCHEL 300mm
BOT OF TRENCHEL 300mm
2007 3/4"
1170
3' 10 1/8"
2880
9' 5 3/8"
2250
7' 4 5/8"
2500
8' 2 1/2"
7620
25' 0"
1430
4' 8 1/8"
LIFTING HANDLE FORREMOVABLE COVERPLATE, TYP
FIN FLR EL 0' 0"
1224 13/16"
GANTRY CRANE
EQ
UIP
EQ
UIP
EL. 1' 1"
EL. 1' 1"
EL. 1' 1"
EL. 1' 3"
EL. 1' 6 7/8"
EL. 0' 3 15/16"
EL. 0' 2"
EL. 1' 7 7/16"
EL. 1' 10 1/16"
EL. 2' 0"EL. 0' 7 7/8"
1187
3'
10 3
/4"
1358
4'
5 7
/16"
964
3'
1 1
5/1
6"
908
2'
11 3
/4"
835
2'
8 7
/8"
610
2'
0"
610
2'
0"
667
2' 2 1/4"
1085
3' 6 11/16"
686
2' 3"
407
1' 4 1/16"
4051' 3 15/16"
407
1' 4 1/16"
6841
22' 5 5/16"
4071' 4 1/16"
203
8"
203
8"
4071' 4 1/16"
6841
22' 5 5/16"
407
1' 4 1/16"
4051' 3 15/16"
407
1' 4 1/16"
280
11 1/16"
1088
3' 6 7/8"
280
11 1/16"
970
3' 2 3/16"
280
11 1/16"
970
3' 2 3/16"
280
11 1/16"
970
3' 2 3/16"
280
11 1/16"
970
3' 2 3/16"
280
11 1/16"
970
3' 2 3/16"
1405 1/2"
1405 1/2"
970
3' 2 3/16"
280
11 1/16"
9703' 2 3/16"
280
11 1/16"
970
3' 2 3/16"
280
11 1/16"
970
3' 2 3/16"
280
11 1/16"
970
3' 2 3/16"
281
11 1/16"
1476
4' 10 1/8"
280
11 1/16"
COORDINATE SYSTEM ORIGIN,CENTER OF GANTRY
3/4" Ø HILTI HAS THREADED RODEMBEDDED 6 3/4" WITH HILTIHITHY 200 ADHESIVE.0.225 k COMPRESSIVE LOAD PERANCHOR. TYP AT 6 LOCATIONS.SEE NOTE 10.
3/4" Ø HILTI HAS THREADED RODEMBEDDED 6 3/4" WITH HILTIHITHY 200 ADHESIVE.3.2 k COMPRESSIVE LOAD PERSET OF 4 ANCHORS. TYP AT 52LOCATIONS. SEE NOTE 10.
1 1/4" Ø HILTI HAS THREADED RODEMBEDDED 11 1/4" WITH HILTIHITHY 200 ADHESIVE.18.0 k COMPRESSIVE LOAD PERSET OF 8 ANCHORS. TYP AT 24LOCATIONS. SEE NOTE 10.
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
KEY PLAN
C0R#8598
3/8" = 1'0"
ENLARGED PLAN UTFOUNDATION
130323
D. FISHER
08/21/14
SB4104
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB1�100 SCALE: 3/8" = 1'�0"
104A UT FOUNDATION PLAN
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SS0003 FOR DESIGN CRITERIA4. TOP OF SLAB ELEVATION TO MATCH EXISTING5. SPOT ELEVATIONS RELATIVE TO TOS (0'0")6. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL PROCESS RELATED CONSTRUCTION7. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR8. WATER PIT COVER PLATE DESIGNED FOR FOOT TRAFFIC ONLY9. TRENCH LAYOUT AND CROSS SECTIONAL DIMENSIONS BASED ON VENDOR INPUT DRAWINGS, VENDOR TO
VERIFY FINAL TRENCH SIZES AND LOCATIONS10. ADHESIVE ANCHORS TO BE INSTALLED AFTER FINAL EQUIPMENT ALIGNMENT PER VENDOR'S SPECIFIED
TOLERANCE OF ±0.80 mm11. EQUIPMENT ANCHOR BOLTS AND NUTS SUPPLIED BY SNA, WASHERS SUPPLIED BY STL
STL/SNA TO VERIFY THATANCHOR DIAMETER MAY BEACCOMMODATED BY EQUIPMENTAND EQUIPMENT BASE PLATES.
STL/SNA TO VERIFY THATANCHOR DIAMETER MAY BEACCOMMODATED BY EQUIPMENTAND EQUIPMENT BASE PLATES.
STL/SNA TO VERIFY THATANCHOR DIAMETER MAY BEACCOMMODATED BY EQUIPMENTAND EQUIPMENT BASE PLATES.
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B PERMIT ISSUE 09/05/2014
C 75% PROGRESS SET 09/26/2014
D 90% REVIEW 10/10/2014
E OWNER REVIEW 10/22/2014
11/14/2014
C
51.1
C.14
C.6
C.2
005A
SB5005
51.2
C.5
1661
5'
5 3
/8"
7315
24'
0"
4029
13'
2 5
/8"
610
2'
0"
7315
24'
0"
C.5.9
55
SLAB TYPE S2 W/LIQUID HARDENER,REFER TO SS0005
EXST CONCRETEAROUND EXST COL
EXST CONCRETEAROUND EXST COL
EXST CONCRETEAROUND EXST COL
EXST CONCRETEAROUND EXST COL
REFER TO CONTROLROOM TRENCH PLANON SB4�108 FORMORE INFO
533
1' 9"
30359
99' 7 1/4"
EQ EQ EQ EQ EQ
394
1' 3 1/2"
127
5"
330
1'
1"
EXST GRADEBEAM, VIF
EXST DRILLEDPIER, TYP, VIF
CONTROL JOINT, TYP
3656
11'
11 1
5/1
6"
3962
13'
0"
3962
13'
0"
4029
13'
2 5
/8"
3656
11'
11 1
5/1
6"
005B
SB5005
51.9 53.5 54.3
F6
F13
F12
F10
F11
F10
F9
F8
FORMFOUNDATIONAGAINST EXSTGRADE BEAMAND PIER W/BOND BREAKERBETWEEN
2438
8' 0"
279
11"
FORM FOUNDATIONAROUND EXST PIERW/ BOND BREAKERBETWEEN
3023
9' 11"
17120
56' 2"
5109
16' 9 1/8"
5109
16' 9 1/8"
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
KEY PLAN
C0R#8598
1/4" = 1'0"
ENLARGED PLAN BLDG 1 EXPANSIONFOUNDATION
130323
D. FISHER
08/21/14
SB4105
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB1�100 SCALE: 1/4" = 1'�0"
105A BLDG 1 EXPANSION ENLARGED FOUNDATION PLAN
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B PERMIT ISSUE 09/05/2014
C 75% PROGRESS SET 09/26/2014
D 90% REVIEW 10/10/2014
E OWNER REVIEW 10/22/2014
11/14/2014
NOTES:
1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATION2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SB5100 FOR FOUNDATION SCHEDULE4. CONTRACTOR TO VERIFY EXST FNDN CONDITION5. ALL ELEVATIONS ARE REFERENCED FROM FINISHED FLOOR6. DESIGN OF SPREAD FOOTING FOUNDATIONS ARE BASED ON A NET ALLWABLE BEARING PRESSURE EQUAL TO 3000 PSF.7. COLUMN ANCHOR BOLT EMBEDMENT DEPTH = 1'6" FROM TOP OF CONCERETE PIER TO TOP FACE OF END NUT UON8. ALL CONVEYOR LEG ANCHORS TO BE HILTI HY200 WITH 1" DIA HAS THREADED ROD, EMBED 8", UON9. CONVEYOR ANCHOR BOLTS AND NUTS SUPPLIED BY SNA, WASHERS SUPPLIED BY STL
C
X5
Y1
007A
SB5007
5791
19'
0"
1829
6' 0"
2134
7' 0"
7620
25'
0"
492
1'
7 3
/8"
6'0"x10'0"x24"THICK FOOTINGW/ #7@12 EW,BOT, TYP
1206
3'
11 1
/2"
3' 0" Ø PIERW/ (12) #6 VERT  TIES @ 12"OC, TYP
914
ø 3'
0"
Y4.5
Y4.5
C
X5
Y1
007A
SB5007
914
3' 0"
914
3' 0"
1829
6' 0"
1206
3'
11 1
/2"
7620
5 E
Q S
P =
25'
0"
492
1'
7 3
/8"
3048
10' 0"
W14X38
W14X38
W14
X38
W14
X38
W8X15
W8X15
W8X15
W8X15
007B
SB5007
W12
X53
W12
X53
Y4.5
Y4.5
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
KEY PLAN
C0R#8598
1/4" = 1'0"
ENLARGED PLAN PIPE TRESTLEFOUNDATION
130323
D. FISHER
08/21/14
SB4107
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB1�100 SCALE: 1/4" = 1'�0"
107A PIPE TRESTLE ENLARGED FOUNDATION PLAN
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SB5100 FOR FOUNDATION SCHEDULE4. CONTRACTOR TO VERIFY EXST FNDN CONDITION
SCALE: 1/4" = 1'�0"
107B PIPE TRESTLE ENLARGED FRAMING PLAN
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B PERMIT ISSUE 09/05/2014
C 75% PROGRESS SET 09/26/2014
D 90% REVIEW 10/10/2014
E OWNER REVIEW 10/22/2014
11/14/2014
3
D
10
108C
SB4108
EXST TRENCH
1552
5'
1 1
/16"
457
1'
6"
1676
5'
6"
457
1'
6"
457
1' 6"
7951
26' 1"
457
1' 6"
8943
29' 4 1/8"286
11 1/4"
17808
58' 5 1/8"
C.14
C.6
C.5.9
D
108C
SB4108
108D
SB4108
108E
SB4108
55
55
631
2'
0 7
/8"
2896
9'
6"
305
1'
0"
3051' 0"
2286
7' 6"
3051' 0" 1784
5' 10 1/4"
4115
13' 6"
305
1' 0"
2896
9' 6"
12265
40'
2 7
/8"
15465
50'
8 7
/8"
305
1'
0"
54.3
54.3
6"
4"
1'
0"
#5 @ 12"EW T&B TYP#5 @ 12"EW T&B TYP
1' 0" 1' 4" 1' 0"
3' 10"
EXST SLAB
#4 @ 12" DWLS TYP
#4 @ 12" DWLS TYP
1/2" CHECKEREDSTEEL COVER PL
EXST SLAB
SS0005
004A
6"
4"
1' 0" 8" 1' 0" EXST SLAB
#4 @ 12" DWLS TYP
1/2" CHECKEREDSTEEL COVER PL
EXST SLAB
SS0005
004A
4"
3' 2"
#4 @ 12" EW#4 @ 12" EW
FIN FLOOR
EQ EQ EQ
t1
1
8"
VA
RIE
S
REINFORCING TO BE #4 @ 12" TYPUON
SS0005
004A
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
KEY PLAN
C0R#8598
As indicated
ENLARGED PLAN CONTROL ROOMTRENCHES
130323
D. FISHER
09/04/14
SB4108
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB1�100 SCALE: 1/4" = 1'�0"
108B CONTROL ROOM 2
SB1�100 SCALE: 1/4" = 1'�0"
108A CONTROL ROOM 1
SB4�108 SCALE: 3/4" = 1'�0"
108C
TYPICAL CONTROL ROOMTRENCH SECTION @ EXST SLAB
SB4�108 SCALE: 3/4" = 1'�0"
108D TRENCH SECTION @ EXST SLABSB4�108 SCALE: 3/4" = 1'�0"
108E TYPICAL TRENCH SECTION @ NEW SLAB
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SB5510 FOR FOUNDATION SCHEDULE4. CONTRACTOR TO VERIFY EXST FNDN CONDITION5. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL PROCESS RELATED CONSTRUCTION6. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR7. TRENCH LAYOUT AND CROSS SECTIONAL DIMENSIONS BASED ON VENDOR INPUT DRAWINGS, VENDOR
TO VERIFY FINAL TRENCH SIZES AND LOCATIONS
NO. ISSUANCE STATUS DATE
A PERMIT ISSUE 09/05/2014
B 75% PROGRESS SET 09/26/2014
C 90% REVIEW 10/10/2014
D OWNER REVIEW 10/22/2014
11/14/2014
FIN FLR0' 0"
35
490
1'
7 5
/16"
EXST SLAB, REMOVE ASREQUIRED TO INSTALL PIPECUTING FOUNDATION
#7 @ 12" OC, EW, BOT
#5 @ 12" OC, EW, TOPEXPANSIONBOARD, TYP
711
2'
4"
D
35
109B
SB4109
453
1' 5 13/16"
300
11 13/16"
650
2' 1 9/16"
510
1' 8 1/16"
960
3' 1 13/16"
920
3' 0 1/4"
2160
7' 1 1/16"
DIM
EN
SIO
N
PR
OV
IDE
300
11 1
3/1
6"
1230
4'
0 7
/16"
300
11 1
3/1
6"
1203
3'
11 3
/8"
627
2'
0 1
1/1
6"
5500
18' 0 9/16"
1830
6'
0 1
/16"
327
1'
0 7
/8"
903
2'
11 9
/16"
258
10 1
/8"
645
2'
1 3
/8"
SEE POCKETDETAIL, THISSHEET
275
10 13/16"
195
7 11/16"
TOP OF FNDN
POCKET TO BEGROUTED BYMECHANICALCONTRACTOR
5/8" DIAJBOLT,BY STL
400
1'
3 3
/4"
180
7 1
/16"
220
8 1
1/1
6"
LEVELING PLATE120x50x10, BYSTL, NO GROUTREQUIRED
POCKET TO BEGROUTED BYMECHANICALCONTRACTOR
HEX NUT,BY STL
LOCK NUT,BY STL
10
3/8
"
60
2 3
/8"4
0
1 9
/16"
100
3 15/16"
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
ENLARGED PLAN PIPE CUTTINGFOUNDATION
130323
Author
10/14/14
SB4109
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
SB4�109 SCALE: 1/2" = 1'�0"
109B PIPE CUTTING FOUNDATION SECTION
SB1�100 SCALE: 1/2" = 1'�0"
109A PIPE CUTTING FOUNDATION No. 1
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SS0003 FOR DESIGN CRITERIA4. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL PROCESS RELATED CONSTRUCTION5. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR
SCALE: 1" = 1'�0"
109C POCKET DETAIL
NO. ISSUANCE STATUS DATE
A 90% REVIEW 10/10/2014
B OWNER REVIEW 10/22/2014
11/14/2014
X1 X5
Y1
Y2
500E
SB5500
500A
SB5500
500D
SB5500
500B
SB5500
600
1'
11 5
/8"
1275
4'
2 3
/16"
1275
4'
2 3
/16"
2000
6'
6 3
/4"
1900
6'
2 1
3/1
6"
1900
6' 2 13/16"
500
1' 7 11/16"
1300
4' 3 3/16"
14000
45' 11 3/16"
800
2' 7 1/2"
7750
25' 5 1/8"
500
1' 7 11/16"
1400
4' 7 1/8"
2100
6' 10 11/16"
950
3' 1 3/8"
4001' 3 3/4"
13750
45' 1 5/16"
500
1' 7 11/16"
2007 7/8"
1850
6' 0 13/16"
400
1' 3 3/4"
3500
11' 5 13/16"
500
1' 7 11/16"
3501' 1 3/4"
2400
7' 10 1/2"
800
2' 7 1/2"
4001' 3 3/4"
1600
5' 3"
2450
8' 0 7/16"
500
1' 7 11/16"
2550
8' 4 3/8"
950
3' 1 3/8"
3000
9' 10 1/8"
5001' 7 11/16"
3000
9' 10 1/8"
3238
10' 7 1/2"
2999
9'
10 1
/16"
501
1'
7 3
/4"
3000
9'
10 1
/8"
5485
17'
11 1
5/1
6"
685
2'
2 1
5/1
6"
750
2'
5 1
/2"
1475
4'
10 1
/16"
1" DIA SLEEVETHROUGHFOUNDATION FORELECTRICALGROUNDING,REFER TO ELEC
W8X
15
W8X
15W
8X15
500F
SB5500
LADDER, REFERTO ARCH, TYP
2900
9'
6 3
/16"
3150
10'
4"
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
350
1'
1 3
/4"
3415
11'
2 7
/16"
EL 300 EL 300
EL 350 EL 350
SLO
PE
SLO
PE
SLO
PE
SLO
PE
EL 450
EL 350
EL 0
EL 450
EL 350
EL 0
2007 7/8"
EL 450
EL 450
EL 450
EL 450
EL 350
EL 350
900
2' 11 7/16"
5201' 8 1/2"
4001' 3 3/4"
230
9 1/16"
1110
3' 7 11/16"
280
11"
4001' 3 3/4"
1170
3' 10 1/16"400
1' 3 3/4"
400
1' 3 3/4"
1300
4' 3 3/16"
1900
6' 2 13/16"
500
1' 7 11/16"
300
11 13/16"
750
2' 5 1/2"
1550
5' 1" 7302' 4 3/4"
300
11 13/16"
8702' 10 1/4"
600
1' 11 5/8"
1900
6' 2 13/16"
600
1' 11 5/8"
2600
8' 6 3/8"
600
1' 11 5/8"
2200
7' 2 5/8"
600
1' 11 5/8"
2250
7' 4 9/16"
600
1' 11 5/8"
2050
6' 8 11/16"2650
8' 8 5/16"
2080
6' 9 7/8"
1470
4' 9 7/8"
400
1'
3 3
/4"
1900
6'
2 1
3/1
6"
300
11 1
3/1
6"
1625
5'
4"
2550
8'
4 3
/8"
1875
6'
1 1
3/1
6"
700
2'
3 9
/16"
750
2'
5 1
/2"
3000
9' 10 1/8"
15000
49' 2 9/16"
785
2' 6 7/8"
1285
4' 2 9/16"
2007 7/8"
895
2' 11 1/4"
7002' 3 9/16"
1110
3' 7 11/16"
5001' 7 11/16"
1125
3' 8 5/16"
501
1' 7 3/4"
1784
5' 10 1/4"500
1' 7 11/16"
10100
33' 1 5/8"
715
2' 4 1/8"
600
1' 11 5/8"
2500
8' 2 7/16"
1000
3' 3 3/8"
800
2' 7 1/2"
885
2' 10 13/16"
30011 13/16"
1315
4' 3 3/4"
EL 0
EL 0
EL 0
EL 0
EL 0
EL 0
EL 350EL 350
EL 0
EL 0
EL 500
EL
500
EL
400
EL
500
EL
500
EL 500
EL 500
EL 500
EL
500
EL
500
1348
4' 5 1/16"
1500
4' 11 1/16"
SB5500
500M
TYP
110x110 POCKET FOR J1 EQUIPMENTANCHOR, TYP, 24 TOTAL, REFER TOSB4500A FOR LOCATIONS & ANCHORSCHEDULE, THIS SHEET, FORANCHOR INFORMATION
500
1' 7 11/16"
2000
6' 6 3/4"
EL 800 1% SLOPE1% SLOPE 1% SLOPE 1% SLOPE1% SLOPE
300
11 13/16"
350
1'
1 3
/4"
350
1'
1 3
/4"
300
11 13/16"
350
1'
1 3
/4"
350
1'
1 3
/4"
1850
6'
0 1
3/1
6"
1150
3'
9 1
/4"
500
1'
7 1
1/1
6"
6365
20'
10 9
/16"
400
1'
3 3
/4"
4150
13'
7 3
/8"
500
1'
7 1
1/1
6"
1500
4'
11 1
/16"
500
1'
7 1
1/1
6"
500
1'
7 1
1/1
6" 300
11 1
3/1
6"
1307
4'
3 7
/16"
285
11 1
/4"
292
11 1
/2"
22300
73' 1 15/16"
2107
6'
10 1
5/1
6"
3800
12'
5 5
/8"
500
1' 7 11/16"
5449
17' 10 9/16"
400
1'
3 3
/4" 400
1' 3 3/4"
5900
19'
4 5
/16"
5800
19'
0 3
/8"
CO
NV
EY
OR
CO
NV
EY
OR
TR
EN
CH 6
10
2'
0"
50mm POCKETFOR J2 EQPTBASE GROUT,TYP (6) PLACES,SEE 500P/SB5500
610
2'
0"
6102' 0"
3000
9' 10 1/8"
2500
8' 2 7/16"
1000
3' 3 3/8"
1800
5'
10 7
/8"
1800
5'
10 7
/8"
50mm POCKETFOR J2 EQPTBASE GROUT, TYP(4) PLACES, SEE500P/SB5500
10003' 3 3/8"
3000
9' 10 1/8"
1800
5'
10 7
/8"
1800
5'
10 7
/8"
50mm POCKETFOR J16 (RIGHT) &J17 (LEFT) EQPTBASE GROUT, TYP(2) PLACES, SEE500S/SB5500
1118ø 3' 8
"
1118ø 3' 8
"
533ø 1' 9
"
50mm POCKET FOR J18EQUIPMENT BASE GROUT,SEE 500S/SB5500
3250
10' 7 15/16"
1250
4' 1 3/16"
1500
4' 11 1/16"
3400
11'
1 7
/8"
10700
35' 1 1/4"
500
1' 7 11/16"
7900
25' 11"
610
2'
0"
610
2' 0"
50mm POCKETFOR J4 EQPTBASE GROUT(EL 400), SEE500R/SB5500
TRESTLECOLUMN
COLUMNISOLATIONJOINT, TYP
30011 13/16"
396
1'
3 9
/16"
610
2'
0"
3941' 3 1/2"
200
7 7
/8"
1505 7/8"
200x150x150 DEEPPOCKET CENTERED ONJ4 EQPT LEG, EL: 550,SEE 500R/SB5500
3/8" THICK STEEL PLATE ATELECTRICAL TRENCH BOT(EL 400) , BRIDGE OVERLOWER WATER TRENCH
2509 13/16"
5551' 9 7/8"
200
7 7
/8"
1600
5'
3"1
00
3 1
5/1
6"
100
3 1
5/1
6"
POCKET 200x250EL: 250, TYP,SEE 500T/SB5500
2509 13/16"
5551' 9 7/8"
300
11 1
3/1
6"
200
7 7
/8"
100
3 1
5/1
6"
100
3 1
5/1
6"
1600
5'
3"
200
7 7
/8"
5551' 9 7/8"
2509 13/16"
POCKET EL 250,SEE 500T/SB5500
EL 250
EQUIP REFERENCE EQUIP REFERENCE
7311
23' 11 7/8"
14000
45' 11 3/16"
1900
6'
2 1
3/1
6"
500
1'
7 1
1/1
6"
2600
8'
6 3
/8" 500C
SB5500
500C
SB5500
500C
SB5500
500C
SB5500
500C
SB5500
500C
SB5500
500C
SB5500
500C
SB5500
500M
SB5500
X2 X3 X4 Y4.5
7861
25' 9 1/2"
8230
27' 0"
8230
27' 0"
8230
27' 0"
7861
25' 9 1/2"
Y1.3
Y1.6
5064
16'
7 3
/8"
7620
25'
0"
5064
16'
7 3
/8"
3621' 2 1/4"
3621' 2 1/4"
3893
12'
9 1
/4"
3727
12'
2 3
/4"
F5
F3
F3
F3
F5
F5
F3A
F3A
F3A
F3A
F5
F4
F4
F4
F4
F3
POCKET EL 250,SEE 500T/SB5500
POCKET EL 250,SEE 500T/SB5500
1576 3/16"
610
2' 0"
610
2'
0"
1188
3'
10 3
/4"
403
1'
3 7
/8"
610
2'
0"
50mm POCKET FORJ10 EQPT BASEGROUT, TYP (2)PLACES, SEE500S/SB5500
504
1'
7 1
3/1
6"
300
11 13/16"
610
2'
0"
200
7 7
/8"
1505 7/8"
394
1' 3 1/2"
200x150x150 DEEP POCKET CENTERED ONJ5 EQPT LEG, EL: 200, SEE 500R/SB5500
50mm POCKET FOR J5 EQPT BASEGROUT (EL 50), SEE 500R/SB5500
EL 300 EL 300 EL 300 EL 300EL 300
600
1'
11 5
/8"
600
1'
11 5
/8"
HT BUILDING ANCHOR SCHEDULE
ANCHOR # DESCRIPTION FOUNDATIONQUANTITY
EQPT BOT ELFROM FIN FL
(mm)
GROUTINGTHICKNESS
(mm)
VERT LOADINCLUDINGDYNAMIC
(KN)
MOMENT(KNm)
DIAMETER(IN)
REQD BOLTLENGTHABOVE
GROUTING (IN)
THREADEDLENGTH (IN)
QUANTITYPER
FOUNDATION
TOTALQUANTITY
ANCHORTYPE
J2
J1
J4
J16
J17
J18
SHROUD
HYDROTESTER
MACHINE
PREWASHER
PRESSURIZEDINTENSIFIER
SUSTAINEDINTENSIFIER
SEALINGINTENSIFIER
10
1
1
1
1
1
400
0
SEE500R/SB5500
0
0
0
50
50
50
50
50
50
500
40
10
30
25
10
20
7/8
1 1/8
7/8
1 1/8
1 1/8
1 1/8
3 1/4
3 1/4
4
3 1/4
3 1/4
4
4
4
3 1/4
3 1/4
2 3/4
2 3/4
24
4
6
6
6
5
24
40
6
6
6
5
CHEMICAL W/ DOUBLENUT AND WASHER
J10
J5 PREWASHER 1 50 10 20 7/8 3 1/4 2 3/4 6 6
LOWPRESSURE
WATER PUMP
2 0 50 20 3/4 2 3/4 2 1/2 4 8
SEE500R/SB5500
I TYPE W/ DOUBLENUT AND WASHER
I TYPE BOLT (BY STL)W/ DOUBLE NUT AND
WASHER
EMBEDLENGTH (IN)
8
10
10
10
8
8
8
8
CHEMICAL W/ DOUBLENUT AND WASHER
CHEMICAL W/ DOUBLENUT AND WASHER
CHEMICAL W/ DOUBLENUT AND WASHER
CHEMICAL W/ DOUBLENUT AND WASHER
CHEMICAL W/ DOUBLENUT AND WASHER
~10
29
23 DIA (7/8" ) DRILL HOLE
330
200
.~
827
MACHINEFRAME
M20 (3/4")
GROUT
.
THREADED ANCHOR ROD
NUT
SPRING WASHER
SPECIAL WASHER
50
.6
516 16
~103
122
CONCETE
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
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NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
KEY PLAN
C0R#8598
As indicated
HT BUILDINGENLARGED PLAN
130323
D. FISHER
08/21/14
SB4500
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB1�100 SCALE: 1/4" = 1'�0"
500A HT BUILDING ENLARGED FOUNDATION PLAN
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SB5100 FOR FOUNDATION SCHEDULE4. CONTRACTOR TO VERIFY EXST FNDN CONDITION5. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL PROCESS RELATED CONSTRUCTION6. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR7. FNDNS TO BE OVER EXCAVATED 3'0" BELOW BOTTOM OF FOOTING, 2'0" OUTSIDE FNDN PERIMTER, REFILL WITH
NATURAL GROUND AND RECOMPACT TO 95% OF MODIFIED PROCTOR CURVE8. TOP OF FIN FLR TO MATCH EXST BUILDING, EL = 26.75 +/9. TOLERANCE FOR CONVEYOR ANCHOR BOLT LOCATION SHALL BE WITHIN +/ 3mm10.ALL EXPOSED CONCRETE AT 3 PITS TO BE SEALED WITH WHITE EPOXY PAINT11.TRENCH LAYOUT AND CROSS SECTIONAL DIMENSIONS BASED ON VENDOR INPUT DRAWINGS, VENDOR TO VERIFY FINAL
TRENCH SIZES AND LOCATIONS12.ALL ELEVATIONS ARE REFERENCED FROM FINISHED FLOOR13.DESIGN OF SPREAD FOOTING FOUNDATIONS ARE BASED ON A NET ALLWABLE BEARING PRESSURE EQUAL TO 3000 PSF.14.COLUMN ANCHOR BOLT EMBEDMENT DEPTH = 1'6" FROM TOP OF CONCERETE PIER TO TOP FACE OF END NUT UON.15.ALL ANCHOR BOLTS AND NUTS SUPPLIED BY SNA, ALL WASHERS SUPPLIED BY STL, UON, REFER TO ANCHORING
SCHEDULE FOR EXCEPTIONS
SLOPE FROMEL 300 TOEL 350, TYP
NO. ISSUANCE STATUS DATE
A HT BUILDING PERMIT ISSUE 09/05/2014
B 75% PROGRESS SET 09/26/2014
C 90% REVIEW 10/10/2014
D OWNER REVIEW 10/22/2014
11/14/2014
SCALE: 1 1/2" = 1'�0"
500B THREADED ANCHOR ROD DETAIL
X1 X5
Y1
Y2
660
2'
2"
660
2'
2"
1750
5' 8 7/8"
885
2' 10 13/16"
1015
3' 3 15/16"
1700
5' 6 15/16"
1800
5' 10 7/8"
1800
5' 10 7/8"
1600
5' 3"
1800
5' 10 7/8"
1700
5' 6 15/16"
2100
6' 10 11/16"
485
1' 7 1/8"
815
2' 8 1/16"
1300
4' 3 3/16"
1385
4' 6 1/2"
8792
28'
10 1
/8"
8957
29'
4 5
/8"
EMBED PL 16x200x200 W/(1) 1/2" Ø x 6" LG STUD,12 PLATES TOTALEMBED PL 8x200x200 W/
(1) 1/2" Ø x 6" LG STUD,2 PLATES TOTAL
EMBED PL 16x150x150 W/(1) 1/2" Ø x 6" LG STUD UNO,12 PLATES TOTAL
EMBED PL 16x400x400 W/(6) 1/2" Ø x 6" LG STUDS,1 PLATE TOTAL
EMBED PL 16x120x240 W/(2) 1/2" Ø x 6" LG STUDS,4 PLATES TOTAL
EMBED PL 16x280x700 W/(8) 1/2" Ø x 6" LG STUDS,1 PLATE TOTAL
EMBED PL 16x280x400 W/(6) 1/2" Ø x 6" LG STUDS,1 PLATE TOTAL
EMBED PL 16x260x600 W/(8) 1/2" Ø x 6" LG STUDS,2 PLATES TOTAL
EMBED PL 16x160x360 W/ (3)1/2" Ø x 6" LG STUDS,4 PLATES TOTAL
EMBED PL 16x200x400 W/(3) 1/2" Ø x 6" LG STUDS,2 PLATES TOTAL
EMBED PL 16x100x200 W/(1) 1/2" Ø x 6" LG STUD,2 PLATES TOTAL
6682' 2 5/16"
963
3' 1 15/16"
3979
13' 0 11/16"
2749
9'
0 3
/16"
1275
4'
2 3
/16"
3177
10'
5 1
/16"
1300
4'
3 3
/16"
1300
4'
3 3
/16"
1740
5'
8 1
/2"
1600
5' 3"
29011 7/16"
1220
4' 0 1/16"
6051' 11 13/16"
12155
39' 10 9/16"
665
2' 2 3/16"
5501' 9 11/16"
4901' 7 5/16"
865
2' 10 1/16"
1150
3'
9 1
/4"
900
2'
11 7
/16"
550
1'
9 5
/8"
612
2'
0 1
/16"
500
1'
7 1
1/1
6"
1503
4'
11 3
/16"
870
2'
10 1
/4"
1450
4' 9 1/8"
1405
4' 7 5/16"
3151' 0 7/16"
635
2' 1"
5851' 11 1/16"
1485
4' 10 7/16"
1500
4' 11 1/16"
1250
4' 1 3/16"
635
2' 1"
2359 1/4"
765
2' 6 1/8"
1500
4' 11 1/16"
1700
5' 6 15/16"
750
2'
5 1
/2"
612
2'
0 1
/16"
2200
7'
2 5
/8"
1200
3'
11 1
/4"
1000
3' 3 3/8"
800
2' 7 1/2"
280
11"
1250
4'
1 3
/16"
550
1'
9 5
/8"
950
3'
1 3
/8"
1700
5'
6 1
5/1
6"
1160
3'
9 1
1/1
6"
170
6 1
1/1
6"
EMBED PL 16x700x700 W/(6) 1/2"Ø x 6" LG STUD,PROVIDE 6"Ø CENTERHOLE, 2 PLATES TOTAL
EQUIP REFERENCE EQUIP REFERENCE
300
11 1
3/1
6"
300
11 1
3/1
6"
250
9 1
3/1
6"
250
9 1
3/1
6"
X2 X3 X4 Y4.5
Y1.3
Y1.6
2369
7' 9 1/4"
SEE SB4500 FOR ANCHORINFORMATION, TYP
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
1/4" = 1'0"
HT BUILDINGENLARGED EMBEDPLAN
130323
Author
09/26/14
SB4500A
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
SB4�109 SCALE: 1/4" = 1'�0"
500AA HT BUILDING ENLARGED FOUNDATION EMBED PLAN
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL PROCESS RELATED
CONSTRUCTION4. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR5. TOLERANCE FOR CONVEYOR ANCHOR BOLT LOCATION SHALL BE WITHIN +/ 3mm
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
X5
Y1
37
5000
16' 4 7/8"
14021
46' 0"
1399
4'
7 1
/16"
3353
11'
0"
5486
18'
0"
EXTERIORFACE OF HTBUILDING
CONTROL JOINT, TYP
SLAB S2, REFER TOSS0005. BROOMFINISH
EQ EQ EQ
EQ
EQ
2085
6'
10 1
/16"
POCKET 200x250 EL: 250,SEE 500T/SB5500
13055
42' 10"
2509 13/16"
100
3 1
5/1
6"
100
3 1
5/1
6"
1500
4' 11 1/16"
CO
NV
EY
OR
EQUIP REF
1
SB4500B
2'0"THICKENED
SLAB
1524
5'
0"
1524
5' 0"
TYP
Y1.3
Y1.6
X1
Y2
18644
61' 2"
5392
17'
8 1
/4"
4667
15'
3 3
/4"
3480
11' 5"
EXTERIOR FACEOF HT BUILDING
EQ EQ EQ
EQ
EQ
CONTROL JOINT, TYP
SLAB S2, REFER TOSS0005. BROOMFINISH
3353
11'
0"
POCKET 200x250 EL: 250SEE 500T/SB5500
2509 13/16"
3963
13'
0 1
/16" 100
3 1
5/1
6"
100
3 1
5/1
6"
14556
47' 9 1/16"
3087
10' 1 9/16"
CO
NV
EY
OR
EQUIP REF
2'0"THICKENEDSLAB
1524
5'
0"
1524
5' 0"
1
SB4500B
TYP
Y1.6 Y1.6
FIN FLR0' 0"
SLAB THICKNESS,REINF AND SURFACETREATMENT SEE PLAN
GRANULAR FILL610
2'
0"
305
1'
0"
305
1' 0"
305
1' 0"
#4 CONT TYP
#4 @ 12" O.C.254
10"
EXPANSIONBOARD
SLAB S1
3W.1
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
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TIO
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DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
HT BUILDINGEXTERIORCONVEYORFOUNDATION
130323
Author
09/16/14
SB4500B
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
SB1�100 SCALE: 3/16" = 1'�0"
500A HT CONVEYOR PAD EASTSB1�100 SCALE: 3/16" = 1'�0"
500B HT CONVEYOR PAD WEST
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SB5510 FOR FOUNDATION SCHEDULE4. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL PROCESS RELATED
CONSTRUCTION5. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR6. REFER TO CIVIL FOR EXTENT OF ADJACENT CONCRETE SLAB ON GRADE7. TOP OF SLAB TO MATCH HT BUILDING FIN FLR, EL = 26.75 +/8. TOLERANCE FOR CONVEYOR ANCHOR BOLT LOCATION SHALL BE WITHIN +/ 3mm9. ALL CONVEYOR LEG ANCHORS TO BE HILTI HY200 WITH 1" DIA HAS THREADED ROD, EMBED
8", UON10.CONVEYOR ANCHOR BOLTS AND NUTS SUPPLIED BY SNA, WASHERS SUPPLIED BY STL
NOTES:1. REFER TO SHEET SS0001 FOR SYMBOLS AND ABBREAVIATIONS2. REFER TO SHEET SS0002 FOR GENERAL NOTES3. REFER TO SHEET SB5510 FOR FOUNDATION SCHEDULE4. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL PROCESS RELATED CONSTRUCTION5. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR6. REFER TO CIVIL FOR EXTENT OF ADJACENT CONCRETE SLAB ON GRADE7. TOP OF SLAB TO MATCH HT BUILDING FIN FLR, EL = 26.75 +/8. TOLERANCE FOR CONVEYOR ANCHOR BOLT LOCATION SHALL BE WITHIN +/ 3mm9. ALL CONVEYOR LEG ANCHORS TO BE HILTI HY200 WITH 1" DIA HAS THREADED ROD, EMBED 8", UON10.CONVEYOR ANCHOR BOLTS AND NUTS SUPPLIED BY SNA, WASHERS SUPPLIED BY STL
SB4�500B SCALE: 1" = 1'�0"
1 CONVEYOR PAD SLAB EDGE
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
EXIST CONC SLAB
SLAB S2
SAWCUT ANDSEMIRIGIDJOINT FILLER#4 @12 x 1'6" LG DWLS
DRILL AND FILL WITH HILTIHT 500 OR APPROVEDEQUIVALENT, TYP
GRANULAR FILL
6" MIN
305
1'
0" 1
52
6"7
63"
763"
FIN FLR0' 0"
SLAB THICKNESS,REINF AND SURFACETREATMENT SEE PLAN
GRANULAR FILL
GRADE, REFERTO CIVIL
MATCH EXISTSLAB EDGE
610
2'
0"
305
1'
0"
305
1' 0"
305
1' 0"
#4 CONT TYP
#4 @ 12" O.C.
#4 @ 12" O.C. EWEXTEND TO AND EMBED 8" INTOEXST CONC SLAB W/ HILTIHY 150ADHESIVE ANCHOR SYSTEM
3W.1
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
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NS
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UC
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DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
1" = 1'0"
SECTIONS ANDDETAILS
130323
D. FISHER
08/21/14
SB5001
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB4�101 SCALE: 1" = 1'�0"
001A SLAB JOINT DETAIL
SB4�101 SCALE: 1" = 1'�0"
001B EXTERIOR SLAB EDGE DETAIL
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B 75% PROGRESS SET 09/26/2014
C 90% REVIEW 10/10/2014
D OWNER REVIEW 10/22/2014
11/14/2014
FIN FLR0' 0"
D
WATER STOP, TYP
INTERFACE TO BE CLEAN & FREEOF LAITANCE. ROUGHEN TO A FULLAMPLITUDE OF APPROXIMATELY1/4". TYP.
#7 @ 10" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#9 @ 10" OC, EW, BOT
#7 @ 10" OC, EW, TOP
#7 @ 10" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#9 @ 10" OC, EW, BOT
#7 @ 10" OC, EW, TOP
#7 @ 10" OC, VERT, EF#7 @ 10" OC, VERT, EF
#5 @ 6" OC, HORIZ, EF
#6 @ 12" OC, EW, T&B, TYP#6 @ 12" OC, EW, T&B, TYP
REFER TO SB5002BFOR PIER REINF.
PERMANENT EARTHRETENTION SYSTEMAS REQUIRED, TYP
BENTONITE GEOTEXTILEWATERPROOFING, REFERTO SPEC FOR ADDITIONALINFORMATION
2 1/2" BARGRATING, TYP
11
1067
3' 6"
11
DWLS TO MATCH SIZE& SPACING OF VERTWALL BARS, TYP
1372
4' 6"
#4 @ 12" OC DWLS, TYP
406
1'
4"
2690
8' 9 15/16"
6001' 11 5/8"
4 #6 CONT, T&B
#4 @ 7" OC STIRRUPS
FIN FLR0' 0"
C D
2355
7'
8 1
1/1
6"
600
1'
11 5
/8"
745
2'
5 5
/16"
904
2' 11 5/8"
WATER STOP, TYP
INTERFACE TO BE CLEAN & FREE OFLAITANCE. ROUGHEN TO A FULLAMPLITUDE OF APPROXIMATELY 1/4". TYP.
#7 @ 10" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#9 @ 10" OC, EW, BOT
#7 @ 10" OC, EW, TOP
#7 @ 10" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#9 @ 10" OC, EW, BOT
#7 @ 10" OC, EW, TOP
#5 @ 6" OC, HORIZ, EF
#7 @ 10" OC, VERT, EF
#5 @ 6" OC, HORIZ, EF
6 #8CONT, T&B
#4 @ 12" OCSTIRRUPS
6 #7CONT, T&B
#4 @ 9" OCSTIRRUPS
#6 @ 12" OC, EW, T&B, TYP#6 @ 12" OC, EW, T&B, TYP
REFER TO SB5002BFOR PIER REINF.
PERMANENT EARTHRETENTION SYSTEMAS REQUIRED, TYP
BENTONITE GEOTEXTILEWATERPROOFING, REFERTO SPEC FOR ADDITIONALINFORMATION
W10 BEYOND
914
3' 0"
#8 CONT @CORNER
#4 UBAR@ 12" OC
4 #8CONT,T&B
#4 @ 10" OCSTIRRUPS
2 1/2" BARGRATINGTYP
305
1'
0"
800
2'
7 1
/2"
475
1' 6 11/16"
475
1' 6 11/16"
600
1' 11 5/8"
1062
3' 5 13/16"
DWLS TO MATCH SIZE& SPACING OF VERTWALL BARS, TYP
#4 @ 12" OC DWLS 2 #5 ADDL, EF
5080
16' 8"
1321
4' 4" 3361' 1 1/4"
745
2'
5 5
/16"
2955
9'
8 5
/16"
DISCHARGING DISCHARGING
600
1' 11 5/8"300
11 13/16"
900
2' 11 7/16"
1000
3'
3 3
/8"
600
1'
11 5
/8"
500
1'
7 1
1/1
6"
600
1'
11 5
/8"
FIN FLR0' 0"
D
WATER STOP, TYP
INTERFACE TO BE CLEAN & FREE OFLAITANCE. ROUGHEN TO A FULLAMPLITUDE OF APPROXIMATELY 1/4". TYP.
#5 @ 6" OC, HORIZ, EF
#9 @ 10" OC, EW, BOT
#7 @ 10" OC, EW, TOP
#7 @ 10" OC, VERT, EF
#5 @ 6" OC, HORIZ, EF
#9 @ 10" OC, EW, BOT
#7 @ 10" OC, EW, TOP
#7 @ 10" OC,VERT, EF
#5 @ 12" OC,HORIZ, EF
#6 @ 12" OC,EW, T&B, TYP#6 @ 12" OC,EW, T&B, TYP
PERMANENT EARTHRETENTION SYSTEMAS REQUIRED, TYP
BENTONITE GEOTEXTILEWATERPROOFING, REFERTO SPEC FOR ADDITIONALINFORMATION
2 1/2" BARGRATING, TYP
1067
3' 6"
DWLS TO MATCH SIZEAND SPACING OFVERT. WALL BARS, TYP
#4 @ 12" OC DWLS
4 #6 CONT, T&B
#4 @ 7" OC STIRRUPS
500
1'
7 1
1/1
6"
800
2'
7 1
/2"
FIN FLR0' 0"
1500
TYP 4' 11 1/16" O.C.
ES16 TYP
2650
8'
8 5
/16"
600
1'
11 5
/8"
145
5 1
1/1
6"1000
3' 3 3/8"
7590
24' 10 13/16"
3700
12' 1 11/16"
600
1' 11 5/8"
2200
7' 2 5/8"
1000
3' 3 3/8"
2200
7' 2 5/8"
1000
3' 3 3/8"
2000
6' 6 3/4"
1000
3' 3 3/8"
WATER STOP,TYP INTERFACE TO BE CLEAN &
FREE OF LAITANCE. ROUGHENTO A FULL AMPLITUDE OFAPPROXIMATELY 1/4". TYP.
PERMANENT EARTHRETENTION SYSTEMAS REQUIRED, TYP
BENTONITE GEOTEXTILEWATERPROOFING, REFERTO SPEC FOR ADDITIONALINFORMATION
SEE 002B THISSHEET, TYP
SEE 002B THISSHEET, TYP
SEE 002B THISSHEET, TYP
1067
3' 6"
DWLS TO MATCHSIZE AND SPACINGOF VERT. WALLBARS, TYP
#4 @ 12"OC DWLS SEE 002C
THIS SHEET
500
1'
7 1
1/1
6"
800
2'
7 1
/2"
EXSTSLAB
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
1/4" = 1'0"
SECTIONS ANDDETAILS
130323
D. FISHER
08/21/14
SB5002
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB4�102 SCALE: 1/4" = 1'�0"
002A SECTION
SB4�102 SCALE: 1/4" = 1'�0"
002B SECTION
SB4�102 SCALE: 1/4" = 1'�0"
002C SECTION
SB4�102 SCALE: 1/4" = 1'�0"
002D SECTION
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B 75% PROGRESS SET 09/26/2014
C 90% REVIEW 10/10/2014
D OWNER REVIEW 10/22/2014
11/14/2014
FIN FLR0' 0"
4 7
10' 7 15/16"3250
450
1'
5 1
1/1
6"2600
8'
6 3
/8"
12' 1 11/16"3700
10' 7 15/16"3250
WATER STOP, TYP
INTERFACE TO BECLEAN & FREE OFLAITANCE. ROUGHENTO A FULL AMPLITUDEOF APPROXIMATELY1/4". TYP.
#9 @ 10" OC, EW, BOT
#7 @ 10" OC, EW, TOP
#9 @ 10" OC, EW, BOT
#7 @ 10" OC, EW, TOP
#7 @ 10" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#7 @ 10" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#7 @ 10" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#7 @ 10" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
6 #7 CONT
#4 @ 9" OCSTIRRUPS
500
1'
7 1
1/1
6"
600
1'
11 5
/8"
7000
22' 11 9/16"
7000
22' 11 9/16"
495
1' 7 1/2"
1105
3' 7 1/2"
495
1' 7 1/2"
1105
3' 7 1/2"
500
1'
7 1
1/1
6"
600
1'
11 5
/8"
6 #7 CONT
#4 @ 9" OCSTIRRUPS
8' 11 7/8"2740 8' 11 7/8"
2740REFER TO SB5002BFOR PIER REINF., TYP
PERMANENT EARTHRETENTION SYSTEMAS REQUIRED, TYP
BENTONITE GEOTEXTILEWATERPROOFING, REFERTO SPEC FOR ADDITIONALINFORMATION
5 6
1405
4'
7 5
/16"
400
1' 3 3/4"400
1' 3 3/4"
1100
3'
7 5
/16"
3 #9 CONT
#4 @12" OCSTIRRUPS
#4 @ 6" OCADDITIONAL
3 #7 CONT
3 #9 CONT
#4 @12" OCSTIRRUPS
#4 @ 12" EF OCADDITIONAL
3 #7 CONT
796
2'
7 5
/16"
HO HO
HOHO
HO HO
HOHO
800
2' 7 1/2"
800
2' 7 1/2"
1067
3' 6"
1067
3' 6"
#4 @ 12" OC DWLS, TYP
950
3' 1 3/8"
200
7 7
/8"
WALL OPENINGFOR TRENCH,BEYOND
1300
4'
3 3
/16"
400
1'
3 3
/4"
2555
8'
4 9
/16"
960
3'
1 1
3/1
6"
310
1'
0 3
/16"
958
3'
1 1
1/1
6"
310
1'
0 3
/16"
745
2'
5 5
/16"
805
2'
7 1
1/1
6"
FURNACE
2496
8' 2 1/4"
800
2' 7 1/2"
3700
12' 1 11/16"
4500
14' 9 3/16"
400
1'
3 3
/4"
300
11 13/16" 300
11 13/16"
700
2' 3 9/16"
700
2' 3 9/16"
4900
16' 0 15/16"
4900
16' 0 15/16"
2150
7'
0 5
/8"
FIN FLR0' 0"
4 7
WATER STOP, TYP
INTERFACE TO BE CLEAN & FREE OFLAITANCE. ROUGHEN TO A FULLAMPLITUDE OF APPROXIMATELY 1/4". TYP.
#9 @ 10" OC, EW, BOT
#7 @ 10" OC, EW, TOP
#9 @ 10" OC, EW, BOT
#7 @ 10" OC, EW, TOP
#7 @ 10" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#7 @ 10" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF #5 @ 12" OC, HORIZ, EF
#7 @ 10" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#6 @ 12" OC, EW, T&BREFER TO SB5002BFOR PIER REINF., TYP
PERMANENT EARTHRETENTION SYSTEMAS REQUIRED, TYP
BENTONITE GEOTEXTILEWATERPROOFING, REFERTO SPEC FOR ADDITIONALINFORMATION
5 6
145
5 1
1/1
6"
600
1'
11 5
/8"
2650
8'
8 5
/16"
1500
TYP 4' 11 1/16" OC
ES16 TYP
1505 15/16" TYP
1040
3'
4 1
5/1
6"
2355
7'
8 1
1/1
6"
1067
3' 6"
1
1
1
1
1067
3' 6"
3700
12'
1 1
1/1
6"
4310
14'
1 1
1/1
6"
#4 @ 12" OC DWLS, TYP
SB5002C
002CJ
305
1'
0"
SOAKING FURNACELOWER LEVEL
12' 1 11/16"
305
1'
0"
TRENCH THROUGHPIT WALL BEYOND
#5 @ 12" EW, EF, TYP
INTERFACE TO BE CLEAN & FREE OFLAITANCE. ROUGHEN TO A FULLAMPLITUDE OF APPROXIMATELY 1/4", TYP.
BENTONITEGEOTEXTILEWATERPROOFING,REFER TO SPECFOR ADDITIONALINFORMATION
#5 @ 12" EW, T&B
1601
5'
3"
REFER TO SB5002BFOR PIER REINF.
FIN FLR0' 0"
D
3700
12'
1 1
1/1
6"
1219
4'
0"
002BA
SB5002B
002BA
SB5002B
SEE SECTIONS ON SB5002& SB5002A FOR REINF
DWL VERTBARS INTO FDN
#6 @ 10" OC, T&B
#6 @ 10" OC
661
2' 2"
965
3' 2"
1000
3' 3 3/8"
817
2' 8 3/16"
250
9 3/4"
250
9 3
/4"
745
2'
5 5
/16"
805
2'
7 1
1/1
6"
2150
7'
0 5
/8"
PERMANENT EARTHRETENTION SYSTEMAS REQUIRED, TYP
BENTONITE GEOTEXTILEWATERPROOFING, REFERTO SPEC FOR ADDITIONALINFORMATION
REFER TO SB5002BFOR PIER REINF.
FIN FLR0' 0"
D
610
2' 0"
1214
3' 11 13/16"
1000
3' 3 3/8"
817
2' 8 3/16"
288
11 5
/16"
745
2'
5 5
/16"
1550
5'
1"
2782
9' 1 1/2"
3440
11' 3 1/2"
1219
4'
0"
457
1'
6"
610
2' 0"
DWLS TO MATCHSIZE AND SPACINGOF VERT WALL BARS
#7 @ 10" OC VERT, EF
#5 @ 12" OC HORIZ, EF
#6 DWL @ 10" OC
#6 @ 10" OC, T&B
#6 @ 10" OC
EXST FOOTING
EXST PIER
2 #6 ADDL, EF
#4 @ 9" OCSTIRRUPS
8 #8 CONT, T&B
SEE SECTIONS ON SB5002& SB5002A FOR REINF
203
8"
1753
5'
9"
2150
7'
0 5
/8"
LOW DENSITY EXPANDEDPOLYSTYRENE (EPS) COMPRESSIBLEFILLER BETWEEN EXST FOOTING ANDNEW FOUNDATION
FORM FOUNDATION AROUND EXSTCONC PIER, REFER TO PLAN
INTERFACE TO BE CLEAN &FREE OF LAITANCE. ROUGHENTO A FULL AMPLITUDE OFAPPROXIMATELY 1/4". TYP.
WATER STOP
PERMANENT EARTHRETENTION SYSTEMAS REQUIRED, TYP
BENTONITE GEOTEXTILEWATERPROOFING, REFERTO SPEC FOR ADDITIONALINFORMATION
REFER TO SB5002BFOR PIER REINF.
805
2'
7 1
1/1
6"
250
9 7
/8"
250
9 7/8"
FIN FLR0' 0"
600
1' 11 5/8"300
11 13/16"
900
2' 11 7/16"
1
1
TYP
0
0"
EL 1000
EL 600
305
1' 0"
305
1'
0"
#4 @ 12" OCDWLS,EMBED12" MIN, TYP
#6@12 EW, TYP
#6@12EW, TYP
#6@12EW, TYP
#6@12EW, TYP
#6@12 EW, TYP
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
SECTIONS ANDDETAILS
130323
Author
09/11/14
SB5002A
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
SB4�102 SCALE: 1/4" = 1'�0"
002AA SECTION
SB4�102 SCALE: 1/4" = 1'�0"
002AB SECTION
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
SB4�102A SCALE: 1/2" = 1'�0"
002AC SECTION
SB4�102 SCALE: 1/4" = 1'�0"
002AE SECTIONSB4�102 SCALE: 1/4" = 1'�0"
002AD SECTION
SB4�102 SCALE: 1/2" = 1'�0"
002AF SECTION
3250
10'
7 1
5/1
6"
1100
3' 7 5/16"
48 #7 VERTICAL
#4 TIES @ 12" OC,13 PER SET
1540
5'
0 5
/8"
1100
3' 7 5/16"
#4 TIES @ 12" OC,7 PER SET
24 #7 VERTICAL
700
2' 3 9/16"
1100
3'
7 5
/16"
#4 TIES @ 12" OC,3 PER SET
12 #7 VERTICAL
1000
3'
3 3
/8"
800
2' 7 1/2"
24 #7 VERTICAL
#4 TIES @ 12" OC,7 PER SET
600
1' 11 5/8"
600
1'
11 5
/8"
12 #7 VERTICAL
#4 TIES @ 12" OC,3 PER SET
800
2' 7 1/2"
600
1'
11 5
/8"
12 #7 VERTICAL
#4 TIES @ 12" OC,3 PER SET
800
2' 7 1/2"
800
2'
7 1
/2"
12 #7VERTICAL
#4 TIES @12" OC, 3PER SET
800
2'
7 1
/2"
28 #7 VERTICAL
#4 TIES @ 12" OC,7 PER SET
800TOC EL + 445
2' 7 1/2"
950TOC EL + 370
3' 1 3/8"
800TOC EL + 445
2' 7 1/2"
UPPER SECT TIESTO MATCH P7
UPPER SECT TIESTO MATCH P7
2 #7 ADDL, TYP
8 #7 VERTICAL
#4 TIES @ 12" OC,3 PER SET
1000
3'
3 3
/8"
600
1' 11 5/8"
16 #7 VERTICAL
#4 TIES @ 12" OC,5 PER SET
900
2'
11 7
/16"
1105
3' 7 1/2"
12 #7 VERTICAL
#4 TIES @ 12" OC,3 PER SET
1000
3'
3 3
/8"
750
2' 5 1/2"
12 #7 VERTICAL
#4 TIES @ 12" OC,4 PER SET
1000
3'
3 3
/8"
400
1' 3 3/4"
12 #7 VERTICAL
#4 TIES @ 12" OC,4 PER SET400
1' 3 3/4"
835
2'
8 7
/8"
CORNER DWL,MATCH SIZE ANDSPACING OF HORIZWALL REINF
SEE SB5002 & SB5002AFOR WALL REINF
12 #7 VERTICAL
#4 TIES @ 12" OC,3 PER SET
500
1'
7 1
1/1
6"
400
1' 3 3/4"
DWL, MATCH SIZEAND SPACING OFHORIZ WALL REINF
SEE SB5002 & SB5002AFOR WALL REINF
32 #8VERTICAL
#4 TIES @12" OC, 5PER SET
1214
3'
11 1
3/1
6"
1171
3' 10 1/8"
44 #8 VERTICAL
#4 TIES @ 12" OC,6 PER SET1
875
6'
1 1
3/1
6"
1171
3' 10 1/8"
OUTLINE OF TOPCOLUMN SECTION
BARS FROM UPPERCOLUMN SECTION
UPPER SECTION
LOWER SECTION
TOP OF SECTION EL. 745
TOP OF SECTION EL. 1550
32 #7 VERTICAL
#4 TIES @ 12" OC,5 PER SET
1321
4'
4"
1700
5' 6 15/16"
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
1/2" = 1'0"
SECTIONS ANDDETAILS
130323
Author
09/11/14
SB5002B
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
P4P3
P5
P2P1
P6 P7 P8
P9 P10 P11
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
P12
P13 P14
SB5�002A SCALE: 1/2" = 1'�0"
002BA STEPPED COLUMN SECTIONS
NOTES:1. REFER TO PLANS SB4102 AND SB4102A FOR TOP OF PIER ELEVATIONS2. REFER TO SECTIONS FOR MORE INFORMATION3. ALL PIER DETAILS ORIENTED WITH NORTH AT TOP OF SHEET4. TIE PIERS TO MAT FOUNDATION WITH DOWELS MATCHING SIZE ANDSPACING OF VERTICAL BARS
P15
L2x2X1/4
STRAP ANCHOR@ 12" OC, STAG
STRAP ANCHOR@ 12" OC, STAG
L 4x4x1/4
REMOVABLE W10SEE PLAN
2 1/2" REMOVABLEGRATING
SHIM ASREQUIRED
318
1'
0 1
/2"
318
1'
0 1
/2"
1/2" DIA, MIN 2" LG THREADEDSTUD EA SIDE, WELD TO EDGEANGLE, PROVIDE SLOTTEDHOLES PERPENDICULAR TOBEAM SPAN
CAPO e
HOUSING AND FINAL GROUTINGWITH NOT SHRINKING MALT(EMACO S55 OR EQUIVALENT)
INDULATED PIPESPIRAL TYPE
H
� PLAN VIEW �
SLEEVE
THK
axb
AxA
SQUARE BAR BxB
H1
H
E PLATE
31z
21
z
STEEL PLATE THK. 3
SQUARE BAR 30
3 301
z
21z
AxA
BxB
b
a Q T
N
TotalWeightkg.
0.344055.K/000184823140402016060025150210180X100X530H0
TOTAL WEIGHT : 184 kg
Q.tyNr.
SingleWeightkg.
Q
mm
N
mm
T
mm
H1
mm
H
mm
E
mm
B
mm
A
mm
axbxspess
mmTYPE
STRAP ANCHOR@ 12" OC
PLATE 150x12
ROUGH LEVEL
ROUGH LEVEL
BASE PLATE
3÷5
BASE PLATE
WET TYPE"A", "B" TYPE
DRY TYPE"C", "D", "E", "F", "F*" TYPE
EPOXY RESIN FOR LEVELING
POSSIBLE CHIPPING ACCORDINGTO CONCRETE FOUNDATIONROUGHNESS
30÷35
SHIMS & LEVELLING PADS
mm
BBOLTS
SIZE mm
L
mmmm
H1 H2TYPE
Nr.
Q.tyCode
Single
Weight
Kg.
Weight
Kg.
Total
TOTAL WEIGHT : 280 Kg.
0.264131.C/001
0.264131.C/002
A
B
M20÷24
M30÷36
100
150
50
100
6
6
15
15
0.82
2.47
Danieli Reference Standard nr. 2.4.500
100
80
82
198
.H
2H
1
GROUTING
SUGGESTED SHEAR LUG(BAR/STEEL PLATE / ANGULARPROFILE)
L
B
.H
2H
1
II
ANCHOR BOLTS TYPE "H"ANCHOR BOLTS TYPE "T"
TOTAL WEIGHT: 51 Kg.
BOLT
TYPE
M
mm
H
type Nr.
Q.tyCode
mm mm mm mm mm
D L F I TSingle
Weight
Kg.
Weight
Kg.
Total
30H0 12280800M30 30 516.320 8 0.344043.N/000
Danieli Reference Standard nr. 7.300.122
CodeTYPE
BOLT
mmmm
M L
mm
ASingle
Weight
Kg.
Q.ty
Nr.Weight
Total
Kg.
TOTAL WEIGHT: 797 Kg.
24T0 40M24 500 3841.9 202 0.344104.H/000
30T0 51M30 750 4.3 0.344105.K/000
10C
PUNCHED NOTCH:
WITH MAJOR AXISOF BOLT HEAD
TO BE PARALLELNOTCH ORIENTATION
STAMP BOLT DIAMETER
(Ex: M30 x 800)AND LENGTH HERE
(Ex: M30 x 750)AND LENGTH HERESTAMP BOLT DIAMETER2
2THREADED ROD 3 C
Danieli Reference Standard nr. 7.300.122
2
1
1
96 413
HFGHFHFG
M
H
ROD
4M.
L+F
L F
10 .
.
PLATE
2
.
TO D
.
L
M
2M MIN
M
.
A
.
1500 TYPICAL MAX PITCH300 .300 .
300 .
300 .
50 M
IN
840 .
1500 TYPICAL MAX PITCH
SB5002C
002CD
002CD
SB5002C
64
2 1
/2"
L3X3X1/4 W/ 1/2" DIAx5" LG STUDS @ 1'6" O.C.
STRAP ANCHOR@ 12" OC
PLATE 200x15
L2x2x1/4 W/ 1/2" DIAx5" LG STUDS @ 1'6" O.C.
36
1 7
/16"
VE
ND
OR
TO
VE
RIF
Y
VARIES
SEE PLAN
VA
RIE
S
SB5002C
002CG
EL 3700
67
2 5
/8"
L3X3X1/4 W/ 1/2" DIAx5" LG STUDS @ 1'6" O.C.
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
SECTIONS ANDDETAILS
130323
Author
09/25/14
SB5002C
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
102A SCALE: 1 1/2" = 1'�0"
002CC SOAKING FURNACE DETAIL
SCALE: 1/2" = 1'�0"
002CA POCKET FOR ANCHOR TYPE "T"
SCALE: 3/4" = 1'�0"
002CB TRAVELING CYLINDER POCKET FOR ANCHOR TYPE "H"
002CE SCALE: 3" = 1'�0"
002CD EMBED PLATE
SB4�102 SCALE: 1" = 1'�0"
002CE TYP HYDRAULIC TRENCH
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
102A SCALE: 1 1/2" = 1'�0"
002CG EDGE DETAIL @ 2 1/2" GRATING
SCALE: 3" = 1'�0"
002CF EMBED PLATE
102A SCALE: 1 1/2" = 1'�0"
002CH EDGE DETAIL
102AA SCALE: 1" = 1'�0"
002CJ TRENCH SECTION
SB4�102 SCALE: 1 1/2" = 1'�0"
002CK EDGE DETAIL @ 2 1/2" GRATING WITH PLATE
TYPICAL SECTION JOINT PLATES(Scale 1:10)
DETAIL "1"
60° 5
2
1
TYPICAL SECTION JOINT PLATES(Scale 1:10)
DETAIL "1"
60° 5
2
1
DETAIL "2"TYPICAL SECTION JOINT PLATES
(Scale 1:10)
DETAIL "2"TYPICAL SECTION JOINT PLATES
(Scale 1:10)
∅2700
∅2600
∅2500
12.86°
100
∅34
∅2700
∅2600
∅2500
12.86°
100
∅34
20
75°
1
2
∅2700
∅2600
∅2500
12.86°
100
∅34
∅2700
∅2600
∅2500
12.86°
100
∅34
20
75°
1
2
M30
∅30120
120
1300
20
SECTION AA
JOINT PLATESDETAIL "1"
N°2 PLATES 100x20a
JOINT PLATESDETAIL "2"
244a 20
5b
THK WEIGHT
mm KgQ.TYITEM TOTAL
1
611
SECTION AA
JOINT PLATESDETAIL "1"
a
SECTION BB
JOINT PLATESDETAIL "2"
a 20
5b
THK WEIGHT
mm KgQ.TYITEM TOTAL
TEMPLATE
TOTAL
KgWEIGHT
232
M
M30
Q.TY
28
WEIGHT
KgUNIT.
8.3
a
STACK ANCHOR BOLTS(with washers and nuts)
ROUND STEEL Ø30
MAT. S275JR4EN 10025
MAT. C.S. Cl. 140HV
NUTS M30 EN ISO 4032
MAT. Cl. 84EN ISO 89842
WASHERS ∅ 33 DIN 12541
EQUIDISTANTNR.28 HOLES ∅34
EQUIDISTANTNR.28 HOLES ∅34
N°2 PLATES 100x5bb
ROUGH ELEVATION
FINISHED ELEVATION
A
B
PLAN
CF
ANCHOR PLATE(FOR H BOLTS)
D
(FOR "T" BOLTS)STEEL PIPECORRUGATEANCHOR BOX
Z
H
SECTION
E
Anchor plateor anchor box
EMBEDDEDSTEEL
CL OF
Surface
EQUIPMENTFOUNDATION
EMBEDDEDCOMPLETELY
IN CONCRETE
0/+5mm
OF
2mm/1m
0/;3mm
MAIN REFERENCE
GT,S,RPH&FBOLT TYPE
ANCHOR ROD
WITHTRASVERSAL
ANCHOR BOX
±10mm
ANCHORBOX
±20mm
CORRUGATED
0/;10mm
OF
0/;10mm
ANCHORSLEEVE
±5mm
TYPEEMBEDDED
OR
FORL
L
C ANCHOR PLATE
POSITION IN PLAN
C ANCHOR BOX
0/;5mm
OFFOR LENGHT
ANCHOR SLEEVE
1mm/1m
ZHEIGHT
POSITION IN
H
INCLINATION OFANCHOR SLEEVE
A,B,C,D,E,F,
PIPE
PIPE
FOR LENGHT1mm/1m
0/;5mm
±3mm
FOUNDATION
EMBEDDED
ANCHOR BOLTS
FOR LENGHT
0/+20mm
±3mm
EMBEDDED
COMPLETELY
IN CONCRETE
ANCHOR BOLTS
INSTALLATION TOLERANCES FOR EMBEDDED STEEL
FIN FLR0' 0"
914
3'
0"
5791
19' 0"
#7 @ 12" EW#7 @ 12" EW
#7 @ 12" EW #7 @ 12" EW
64
2 1
/2"
CLR
NOTE ; REFER TO CHIMNEY ANCHORING DETAIL ( XX ) FOR EMBED PLATE AND ANCHOR INFO
500
1'
7 1
1/1
6"
414
1'
4 5
/16"
A
aa
b
550 .
50 G
RO
UT
ING
600 .
500 .
100 .
Ø i 1400
Ø i 1800
Ø 2600
Ø 3000
ROUND STEEL
Ø 3200 GROUTING
CL STACK
100 .
20 .
500 .
30 .
600 .
20 .
+ 0.550
+ 0.500
+/ 0.000
100 .
REFERENCE TEMPLATE
TO USE BEFORECONCRETE SOLIDIFICATION
B
A
B
REFER TO CHIMNEY FOUNDATIONSECTION 002DB FOR MORE INFO
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
SECTIONS ANDDETAILS
130323
Author
10/22/14
SB5002D
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
SB4�102 SCALE: 1/2" = 1'�0"
002DB CHIMNEY FOUNDATION
NO. ISSUANCE STATUS DATE
A OWNER REVIEW 10/22/2014
11/14/2014
SCALE: 3/4" = 1'�0"
002DA CHIMNEY ANCHORING
FIN FLR0' 0"
#8 @ 9" OC, EW, T&B
#4 @ 12" OC, HORIZ, EF
#8 @ 9" OC, VERT, EF
#4 @ 12" OC, HORIZ, EF
#8 @ 9" OC, VERT, EF
#4 @ 12" OC, HORIZ, EF
#6 @ 12" OC, VERT, EF
#6 @ 12" OC, EW, T&B#6 @ 12" OC, EW, T&B
#8 @ 9" OC, EW, T&BINTERFACE TO BE CLEAN & FREE OFLAITANCE. ROUGHEN TO A FULLAMPLITUDE OF APPROXIMATELY 1/4". TYP.
305
1'
0"
1397
4'
7"
305
1'
0"
MATCH EXST WALL HEIGHT, TYP
WATER STOP, TYP
NOTE:CHAMFER EXPOSEDCORNERS OF CONC, TYP
305
1' 0"
2159
7' 1"
381
1' 3"
4724
15' 6"
381
1' 3"
305
1'
0"
1397
4'
7"
305
1'
0"
2718
8'
11"
457
1'
6"
305
1'
0"
4420
14'
6"
457
1'
6"
WATER STOP
DWL, SIZE & SP TOMATCH WALL REINF, TYP
FIN FLR0' 0"
#4 @ 12" OC, HORIZ, EF
#6 @ 12" OC, VERT, EF
#4 @ 12" OC, HORIZ, EF
#6 @ 12" OC, VERT, EF
#6 @ 12" OC, EW, T&B#6 @ 12" OC, EW, T&B
INTERFACE TO BE CLEAN & FREE OFLAITANCE. ROUGHEN TO A FULLAMPLITUDE OF APPROXIMATELY 1/4". TYP.
MATCH EXST WALL HEIGHT, TYP
NOTE:CHAMFER EXPOSEDCORNERS OF CONC, TYP
305
1' 0" 381
1' 3"
305
1'
0"
1397
4'
7"
305
1'
0"
305
1'
0"
1397
4'
7"
305
1'
0"
WATER STOP, TYP
DWL, SIZE & SPACINGTO MATCH WALL REINF
DWL, SIZE & SPACINGTO MATCH WALL REINF
FIN FLR0' 0"
457
1'
6"
INTERFACE TO BE CLEAN &FREE OF LAITANCE. ROUGHENTO A FULL AMPLITUDE OFAPPROXIMATELY 1/4". TYP.
#4 @ 12" OC, HORIZ, EF
#8 @ 9" OC, VERT, EF
#4 @ 12" OC, HORIZ, EF
#8 @ 9" OC, VERT, EF
#4 @ 12" OC, HORIZ, EF
#6 @ 12" OC, VERT, EF
#8 @ 9" OC, EW, T&B#8 @ 9" OC, EW, T&B
305
1'
0"
1397
4'
7"
3023
9'
11"
EXST PIT SLAB TO REMAIN,VERIFY TOP OF SLABELEVATION IN FIELD.
DEMOLISH EXST WALL FROMTOP OF EXST WALL DOWNTO BOT OF EXST SLAB.
MATCH EXST WALL HEIGHT, TYP
WATER STOP, TYP
#6 DWLS @ 12" OC, DRILLAND EPOXY GROUT INTOEXST CONCRETE305
EMBED1' 0"
NOTE:CHAMFER EXPOSEDCORNERS OF CONC, TYP
305
1'
0"
4420
14'
6"
305
1'
0"
203
8"
381
1' 3"
2210
7' 3"
305
1' 0"
2210
7' 3"
381
1' 3"
WATER STOP
32"
14"
DWL, SIZE & SP TOMATCH WALL REINF, TYP
CLEAN & ROUGHENEXST SURFACE, APPLYBONDING AGENT
PERMANENT EARTHRETENTION SYSTEM
FIN FLR0' 0"
#8 @ 9" OC, EW, T&B
#4 @ 12" OC, HORIZ, EF
#8 @ 9" OC, VERT, EF
#4 @ 12" OC, HORIZ, EF
#8 @ 9" OC, VERT, EF
#4 @ 12" OC, HORIZ, EF
#6 @ 12" OC, VERT, EF
#6 @ 12" OC, EW, T&B#6 @ 12" OC, EW, T&B
#8 @ 9" OC, EW, T&BINTERFACE TO BE CLEAN & FREE OFLAITANCE. ROUGHEN TO A FULLAMPLITUDE OF APPROXIMATELY 1/4". TYP.
305
1'
0"
MATCH EXST WALL HEIGHT, TYP
WATER STOP, TYP
NOTE:CHAMFER EXPOSEDCORNERS OF CONC, TYP
273
10 3/4"
2191
7' 2 1/4"
381
1' 3"
4724
15' 6"
381
1' 3"
305
1'
0"
1397
4'
7"
305
1'
0"
2718
8'
11"
457
1'
6"
WATER STOP
DWL, SIZE & SPACING TOMATCH WALL REINF, TYP
FIN FLR0' 0"
#6 DWLS @ 12" OC,DRILL AND EPOXYGROUT INTO EXSTCONCRETE
203
EM
BE
D8"
NOTE:CHAMFER EXPOSEDCORNERS OF CONC, TYP
EX
ST
WA
LL T
O B
E R
EM
OV
ED
16"
16"
WATER STOP
EXST WALL
CLEAN & ROUGHENEXST SURFACE, APPLYBONDING AGENT
FIN FLR0' 0"
VIF
HO
LE
IN
EX
ST
WA
LL
1219
4'
0"
152
EM
BE
D6"
204
8"
#6 DWLS x 12" LG@ 12" OC ALLAROUND WALL
#5 @ 12" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
NOTE:CHAMFER EXPOSEDCORNERS OF CONC, TYP
#6 DWLS 16"x16" @12" OC, DRILL ANDEPOXY GROUT INTOEXST CONCRETE
EXST WALL
305
1' 0"
CLEAN & ROUGHENEXST SURFACE, APPLYBONDING AGENT
EXST PIT EL, VIF
FIN FLR0' 0"
#6 DWLS x 18 LG @12" OC, DRILL ANDEPOXY GROUT 8"INTO EXST SLAB
WATER STOP
EXST SLAB
EXST WALL
CLEAN & ROUGHENEXST SURFACE, APPLYBONDING AGENT
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
1/2" = 1'0"
SECTIONS ANDDETAILS
130323
D. FISHER
08/21/14
SB5003
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB4�103 SCALE: 1/2" = 1'�0"
003A DESCALING PIT
SB4�103 SCALE: 1/2" = 1'�0"
003F DESCALING PIT
SB4�103 SCALE: 1/2" = 1'�0"
003E DESCALING PIT
SB4�103 SCALE: 1/2" = 1'�0"
003B DESCALING PIT
SB4�103 SCALE: 1/2" = 1'�0"
003D DESCALING PITSB4�103 SCALE: 1/2" = 1'�0"
003C DESCALING PIT
NOTES:1. REFER TO SHEET SS0002 FOR GENERAL NOTES2. REFER TO SHEET SS0003 FOR DESIGN CRITERIA3. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL
PROCESS RELATED CONSTRUCTION4. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR5. INTERIOR OF ALL PIT WALLS AND SLABS TO BE PAINTED WHITE6. CHAMFER EXPOSED CORNERS AT TOP OF PIT WALLS AND
CORNERS, TYP
SB4�103 SCALE: 1/2" = 1'�0"
003G DESCALING PIT
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B 75% PROGRESS SET 09/26/2014
C 90% REVIEW 10/10/2014
D OWNER REVIEW 10/22/2014
11/14/2014
FIN FLR0' 0"
510
1'
8"
700
2'
3 9
/16"
30011 7/8"
350
1' 1 3/4"
1370
4' 5 7/8"
7630
25' 0 1/2"
7620
25' 0"
860
2' 9 5/8"
770
2' 6 3/8"
200
8"
BOTTOM OF TRENCHEL VARIES, SEE PLAN
300
11 1
3/1
6"
EXST 6"SLAB, TYP
#4 @ 12" OCDWLS, EMBED12" MIN, TYP
#5 @ 12" EW#5 @ 12" EW
#5 @ 12" EW#5 @ 12" EW
#8 @ 12" EW#8 @ 12" EW
(3) #5 BARS@ TRENCH
#5 @ 12"
#5 @ 12"
#8 @ 12" EW#8 @ 12" EW
#8 @ 12"
424140
#5 @ 12" EW T&B#5 @ 12" EW T&B
(3) #5 BARS @ TRENCH
#5 ADDITIONAL, TYP
SS0005
004A
#5 @ 12"
#8 @ 12" EW#8 @ 12" EW
305
1' 0"
501
1' 7 3/4"
350
1'
2"
1
1
1
1
645
2' 1 3/8"
FIN FLR0' 0"
410
1' 4"
30011 7/8"
350
1' 1 3/4"200
7 3/4"
1170
3' 10 1/8"
810
2' 7 3/4"200
7 7/8"
6630
21' 8 7/8"
7620
25' 0"
660
2' 1 3/4"
2007 7/8"
570
1' 10 1/2"
2007 7/8"
200
8"
645
2' 1 3/8"
700
2'
3 9
/16"
510
1'
8"
300
11 1
3/1
6"
SE
E P
LA
NV
AR
IES
330
1'
1"
SE
E P
LA
NV
AR
IES
SE
E P
LA
NV
AR
IES
SE
E P
LA
NV
AR
IES
EXIST 6"SLAB, TYP
#4 @ 12" OCDWLS, EMBED12" MIN, TYP
#5 @ 12" EW#5 @ 12" EW
#5 @ 12" EW#5 @ 12" EW
#8 @ 12" EW#8 @ 12" EW
#5 @ 12"
#8 @ 12" EW#8 @ 12" EW
#8 @ 12" EW#8 @ 12" EW
#8 @ 12"
#5 @ 12" EW
(3) #5 @ TRENCH
#6 @ 12" EW#6 @ 12" EW
#8 @ 12" EW#8 @ 12" EW
424140
#5 @ 12" EW T&B#5 @ 12" EW T&B
(3) #5 BARS @ TRENCH
SS0005
004A
#5 @ 12"
164
6 7
/16"
1
1
102
4"
1
1 305
1' 0"
305
1' 0"
350
1'
2"
FIN FLR0' 0"
30011 13/16"
351
1' 1 13/16"
1367
4' 5 13/16"
2880
9' 5 3/8"
2250
7' 4 9/16"
2503
8' 2 1/2"
7620
25' 0"
1626
5' 4"
203
8"
BOTTOM OF TRENCHEL VARIES, SEE PLAN
BOTTOM OF TRENCHEL. VARIES, SEE PLAN
305
1'
0"
655
2' 1 13/16"
305
1' 0"
EXST 6"SLAB, TYP
#4 @ 12" OCDWLS, EMBED12" MIN, TYP
#5 @ 12" EW T&B#5 @ 12" EW T&B
#5 @ 12" EW#5 @ 12" EW
#5 @ 12" EW#5 @ 12" EW
(3) #5 BARS @ TRENCH #8 @ 12" EW#8 @ 12" EW
(3) #5 BARS@ TRENCH
#5 @ 12"
#5 @ 12" DWLS#5 @ 12" DWLS
#5 ADDITIONAL, TYP
#8 @ 12" EW#8 @ 12" EW
#4 @ 12"
(3) #5 @ TRENCH
#5 @ 12"
#5 @ 12"DWLS, EF
#5 @ 12"HORIZ &VERT, EF
#5 @ 12" EW T&B#5 @ 12" EW T&B
#5 @ 12"DWLS, EF
#5 @ 12"HORIZ &VERT, EF
424140
SS0005
004A
BENTONITE GEOTEXTILEWATERPROOFING, REFER TO SPECFOR ADDITIONAL INFORMATION
#8 @ 12" EW#8 @ 12" EW#8 @ 12" EW
INTERFACE TO BE CLEAN &FREE OF LAITANCE. ROUGHENTO A FULL AMPLITUDE OFAPPROXIMATELY 1/4". TYP.
1
1
#5 @ 12"DWLS, EF
#5 @ 12"DWLS, EF
1
1
510
1'
8"
350
1'
2"
FIN FLR0' 0"
424140300
11 7/8"
350
1' 1 3/4"200
7 3/4"
1170
3' 10 1/8"
7630
25' 0 1/2"
7620
25' 0"
1430
4' 8 1/8"200
7 7/8"
350
1' 1 3/4"300
11 3/4"
EXST 6"SLAB, TYP
#4 @ 12" OCDWLS,EMBED12" MIN, TYP
SS0005
004A
#8 @ 12" EW, T&B#8 @ 12" EW, T&B
#5 @ 12" EW, T&B#5 @ 12" EW, T&B
#5 @ 12" EW#5 @ 12" EW
#8 @ 12" EW#8 @ 12" EW
#4 @ 12" EW#4 @ 12" EW
#8 @ 12" EW#8 @ 12" EW
1
1
645
2' 1 3/8"
295
11 5/8"
511
1' 8 1/8"
1646 7/16"
#5 @ 12" EW T&B#5 @ 12" EW T&B
(3) #5 BARS @ TRENCH
1
1
510
1'
8"
350
1'
2"
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
1/2" = 1'0"
SECTIONS ANDDETAILS
130323
D. FISHER
08/21/14
SB5004
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB4�104 SCALE: 1/2" = 1'�0"
004A SECTION
SB4�104 SCALE: 1/2" = 1'�0"
004B SECTION
SB4�104 SCALE: 1/2" = 1'�0"
004C SECTION
NOTES:1. REFER TO SHEET SS0002 FOR GENERAL NOTES2. REFER TO SHEET SS0003 FOR DESIGN CRITERIA3. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL
PROCESS RELATED CONSTRUCTION4. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR
SB4�104 SCALE: 1/2" = 1'�0"
004D SECTION
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B PERMIT ISSUE 09/05/2014
C 75% PROGRESS SET 09/26/2014
D 90% REVIEW 10/10/2014
E OWNER REVIEW 10/22/2014
11/14/2014
FIN FLR0' 0"
SB5004A
004AF
#8 @ 12" EW
#8 @ 12" EW#8 @ 12" EW
#5 @ 12" HORIZ, EF
#5 @ 12" VERT, EF
#5 @ 12" EW, T&B
#6 @ 12"
#5 @ CORNER
#5 @ 12" HORIZ, EF
#5 @ 12" VERT, EF
#8 @ 12"
18"
18"
#8 @ 12"#8 @ 12" EW#8 @ 12" EW
#8 @ 12" EW#8 @ 12" EW
#6 @ 12" EW#6 @ 12" EW
#5(3) BARS
#5 @ 12"
D
#5 @ 12" EW T&B
#5 @ 12" EW#5 @ 12" EW
#4 DWLS@ 12" OC
#4 DWLS@ 12" OC
610
2'
0"
700
2'
3 9
/16"
305
1'
0"
305
1' 0"
203
8"
1504
4' 11 1/4"
1000
3' 3 3/8"
2007 7/8"
3271
10' 8 13/16"
858
2' 9 3/4"
1242
4' 0 15/16"
1649
5' 4 15/16"300
11 13/16"
305
1' 0"
EXST 6"SLAB, TYP
4681' 6 7/16"
330
1'
1"
506
1'
7 1
5/1
6"
1910
6'
3 3
/16"
SE
E P
LA
N
VA
RIE
S
@ P
IT
1/2" THICKCHKD PLOVER PIT
SS0005
004A
BENTONITE GEOTEXTILEWATERPROOFING, REFER TO SPECFOR ADDITIONAL INFORMATION
#8 @ 12" EW
INTERFACE TO BE CLEAN & FREE OFLAITANCE. ROUGHEN TO A FULLAMPLITUDE OF APPROXIMATELY 1/4". TYP.
FIN FLR0' 0"
D
#8 @ 12" EW#8 @ 12" EW, TYP
#8 @ 12" EW#8 @ 12" EW, TYP
#5 @ 12"
#5 @ 12"
#5 @ 12" EW T&B#5 @ 12" EW
#5 @ 12" EW#5 @ 12" EW
#6 @ 12" EW#6 @ 12" EW
#5 @ 12"
#5(3) BARS
#8 @ 12" EW
#4 DWLS @ 12" OC
EXST 6"SLAB, TYP
813
2' 8"
2007 7/8"
3271
10' 8 13/16"
858
2' 9 3/4"
1242
4' 0 15/16"
1649
5' 4 15/16"
300
11 13/16"
305
1' 0"
506
1'
7 1
5/1
6"
700
2'
3 9
/16" 330
1'
1"
SE
E P
LA
NV
AR
IES
SE
E P
LA
N
VA
RIE
S
SB5004A
004AF
#8 @ 12" EW#8 @ 12" EW
FIN FLR0' 0"
D
#8 @ 12" EW#8 @ 12" EW
#8 @ 12" EW#8 @ 12" EW
#8 @ 12" EW#8 @ 12" EW
#8 @ 12" EW #8 @ 12"BENT DWLS
#8 @ 12", TYP
#4 DWLS@ 12" OC
#4 DWLS @ 12" OC
700
2'
3 9
/16"
813
2' 8"
4329
14' 2 7/16"
1847
6' 0 3/4"
BOTTOM OF TRENCHEL. VARIES, SEE PLAN
FIN FLR0' 0"
305
1' 0"
300
11 13/16"
305
1' 0"
203
8"
303
11 1
5/1
6"
300
11 1
3/1
6"
3/8" CHKD PL
SS0005
004A
FIN FLR0' 0"
D
2504
8' 2 5/8"
200
7 7/8"
4129
13' 6 9/16"
1242
4' 0 15/16"
1649
5' 4 15/16"
300
11 13/16"
305
1' 0"
700
2'
3 9
/16"
164
6 7
/16"
506
1'
7 1
5/1
6"
#8 @ 12" EW, TYP#8 @ 12" EW, TYP
#8 @ 12" EW, TYP#8 @ 12" EW, TYP #5 @ 12"
(5) #5 BARS
#8 @ 12" EW#8 @ 12" EW
#8 ADDITIONAL, TYP
BOTTOM OF TRENCHEL VARIES, SEE PLAN
#4 @ 12" OCDWLS, TYP
BOTTOM OF TRENCHEL VARIES, SEE PLAN
#5 @ 12" HORIZ, EF
#5 @ 12" DWL(3) #5 BARS
#5 @ 12"
#5 @ 12"EW, T&B#5 @ 12"EW, T&B
#5 @ 12"EW, T&B#5 @ 12"EW, T&B
#5 @ 12" EW#5 @ 12" EW
#5 @ 12" DWL
EXST 6"SLAB, TYP
SB5004A
004AF
FIN FLR0' 0"
D
#8 @ 12" EW, TYP
#8 @ 12" EW, TYP #5 @ 12"
(5) #5 BARS
#8 @ 12" EW
#8 ADDITIONAL, TYP
BOTTOM OF TRENCHEL VARIES, SEE PLAN
#4 @ 12" OCDWLS, TYP
#5 @ 12" HORIZ, EF
#5 @ 12" DWL#5 @ 12"
(3) #5 BARS@ TRENCH
#5 @ 12"EW, T&B
#5 @ 12"EW, T&B
#5 @ 12" EW#8 @ 12" EW, TYP
#8 @ 12" EW, TYP
#8 @ 12" EW
#5 @ 12"EW, T&B
#5 @ 12"EW, T&B
#5 @ 12" EW
#5 @ 12" DWL
EXST 6"SLAB, TYP
700
2'
3 9
/16"
506
1'
7 1
5/1
6"
2504
8' 2 5/8"
4329
14' 2 7/16"
1542
5' 0 3/4"
1349
4' 5 1/8"
300
11 13/16"
305
1' 0"
SB5004A
004AF
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
SECTIONS ANDDETAILS
130323
D. FISHER
09/03/14
SB5004A
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
W. KUSSRO
A. ISSA
SB4�104 SCALE: 1/2" = 1'�0"
004AD SECTION
SB4�104 SCALE: 1/2" = 1'�0"
004AE SECTIONSB4�104 SCALE: 1/2" = 1'�0"
004AC SECTION
SB4�104 SCALE: 1" = 1'�0"
004AF DETAIL
NOTES:1. REFER TO SHEET SS0002 FOR GENERAL NOTES2. REFER TO SHEET SS0003 FOR DESIGN CRITERIA3. METRIC DIMENSIONS GOVERN AND SHALL BE USED FOR ALL PROCESS
RELATED CONSTRUCTION4. ALL DIMENSIONS TO BE VERIFIED BY SNA AND EQUIPMENT VENDOR
SB4�104 SCALE: 1/2" = 1'�0"
004AA SECTION
SB4�104 SCALE: 1/2" = 1'�0"
004AB SECTION
NO. ISSUANCE STATUS DATE
A PERMIT ISSUE 09/05/2014
B 75% PROGRESS SET 09/26/2014
C 90% REVIEW 10/10/2014
D OWNER REVIEW 10/22/2014
11/14/2014
FIN FLR0' 0"
51.151.2
EXST GRADE BEAM, VIF
EXST SLAB
FIN FLR0' 0"
C.14
152
6"
127
5"
763"
EXST SLAB
#4 @ 12" OC DWLS,EMBED 12" MIN
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
1/2" = 1'0"
SECTIONS ANDDETAILS
130323
D. FISHER
08/21/14
SB5005
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB4�105 SCALE: 1/2" = 1'�0"
005A SECTION
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
SB4�105 SCALE: 1/2" = 1'�0"
005B SECTION
CY1
GRADE
762
2'
6" 305
1'
0"
1067
3'
6"
4877
MIN
CLR
16'
0"
W8 TYP, SEE PLAN
W14, SEE PLAN
SB5007
007C
SEE PLAN FOR REINF, TYP
COL COL
7620
5 EQ SP = 25' 0"
6100
20' 0" ROAD (VIF)
W14, SEE PLAN
W14, TYP
PL 14"x12"x3/4"
1/4
3/8" GUSSETPL, TYP9
14
BR
AC
ING
WO
RK
PO
INT
S
3'
0"
L3x3x1/4
L3x3
x1/4
512"
51
2"
508
1' 8"
508
1'
8"
PIER BELOW
W12 COL
1 1/4"x20"x20"BASE PLATE
5/16
PLAN
ELEVATION
457
EM
BE
DM
EN
T
1'
6"
512"
GROUT PAD
(4) 1" ØANCHOR RODS
HEAVY HEX NUTTACK WELD TO ROD
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
SECTIONS ANDDETAILS
130323
D. FISHER
08/21/14
SB5007
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB4�107 SCALE: 1/2" = 1'�0"
007A TRESTLE ELEVATION
SB4�107 SCALE: 3/4" = 1'�0"
007B SECTION
SB5�007 SCALE: 3/4" = 1'�0"
007C TRESTLE BASE PLATE
NO. ISSUANCE STATUS DATE
A 50% REVIEW SET 08/22/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
NOTE:PLACE REINFORCING FOR RECTANGULAR PIERSWITH THE GREATER NUMBER OF VERTICALBARS PARALLEL TO THE LONGEST SIDE OF THEPIER UNLESS NOTED IN THE PIER SCHEDULEREMARKS AS "ROTATE REINF 90 DEG"
CASE 3CASE 2CASE 1
CASE 8CASE 7CASE 6CASE 5
CASE 4
ENGR NOTE:1.WORK THESE REINF TYPES W/ PIER TYPES SHOWN IN 3.5.10-132.90 DEGREE TIE HOOKS SHOWN ARE FOR NON-SEISMIC CONDITIONS. FORPROJECTS W/ SEISMIC LOADS, AND/OR HIGH TORSION STRESSES, REFER TO THELATEST EDITION OF THE ACI MANUAL FOR CONCRETE PRACTICE.
314
1' 0 3/8"
203
8"
305
1'
0"
100
3 15/16"
914
3' 0"
1W.11
EW
1" DIA ANCHOR BOLTSPROJECTED 5" ABOVEPIER OR FOOTING
362
1'
2 1
/4"
102
4"
102
4"
SW149
5 7/8"
76
3"
FOUNDATION ANDBASE PLATE
FO
UN
DA
TIO
N A
ND
BA
SE
PLA
TE
311
1' 0 1/4"
SW
EW
279
11"
146
5 3/4"
1" DIA ANCHOR BOLTSPROJECTED 5" ABOVEPIER OR FOOTING
362
1'
2 1
/4"
305
1'
0"
3W.1
357
1' 2 1/16"
FOUNDATION ANDBASE PLATE
FO
UN
DA
TIO
N A
ND
BA
SE
PLA
TE
362
1' 2 1/4"
203
8"512"
512"
76
3"
76
3"
279
11"
203
8"
EW 3/4" DIA ANCHOR BOLTS
PROJECTED 5" ABOVEPIER OR FOOTING
FOUNDATIONAND BASE PLATE
FO
UN
DA
TIO
N A
ND
BA
SE
PLA
TE
305
1' 0"
794
2'
7 1
/4"
203
8"
EW
362
1' 2 1/4"
51
2"
51
2"
763"
763"
762
2'
6"
3/4" DIA ANCHOR BOLTSPROJECTED 5" ABOVEPIER OR FOOTING
FOUNDATION ANDBASE PLATE
FO
UN
DA
TIO
N A
ND
BA
SE
PLA
TE
381
1' 3"
800
2'
7 1
/2"
51
2"
51
2"
763"
763"
203
8" 2
79
11"
3/4" DIA ANCHOR BOLTSPROJECTED 5" ABOVEPIER OR FOOTING
508
1' 8"
914
3'
0"
PIER WHEREREQUIRED,REFER TO SCHEDULE
FOUNDATION ANDBASE PLATE
FO
UN
DA
TIO
N A
ND
BA
SE
PLA
TE
SW
EQ EQ
EQ
EQ
102
4"
102
4"
279
11"
763"
763"
203
8"2
79
11"
362
1' 2 1/4"
EX
IST
ING3/4" DIA ANCHOR BOLTS
PROJECTED 5" ABOVEPIER OR FOOTING
FOUNDATION& BASE PLATE
55
C.5.9 C.6
368
1' 2 1/2"
102
4"
102
4"
203
8"
76
3"
76
3"
279
11"
512"
512"
3/4" DIA ANCHOR BOLTSPROJECTED 5" ABOVEPIER OR FOOTING
C.2
53.5 FOUNDATION& BASE PLATE
203
8"
330
1'
1"
51
2"
51
2"
318
1' 0 1/2"
763"
763"
3/4" DIA ANCHOR BOLTSPROJECTED 5" ABOVEPIER OR FOOTING
FOUNDATION& BASE PLATE
C.2
51.2
203
8"327
1'
0 7
/8"
318
1' 0 1/2"
51
2"
51
2" 203
8"
763"
763"
279
11"
3/4" DIA ANCHOR BOLTSPROJECTED 5" ABOVEPIER OR FOOTING
FOUNDATION& BASE PLATE
55
C.2
102
4"
102
4"
391
1'
3 3
/8"
102
4"
102
4"
102
4"
51
2"
51
2"
1" DIA ANCHOR BOLTSPROJECTED 5" ABOVEPIER OR FOOTING
C.5
FOUNDATION& BASE PLATE
51.2
102
4"
102
4"
383
1'
3 1
/16"
51
2"
51
2"
203
8"
102
4"
102
4"
102
4"
305
1'
0"
1" DIA ANCHOR BOLTSPROJECTED 5" ABOVEPIER OR FOOTING
FOUNDATION& BASE PLATE
C.5
55
102
4"
102
4"
279
11"
763"
763"
51
2"
51
2"
362
1' 2 1/4"
FOUNDATION& BASE PLATE
C.6C.5.9
51.2
314
1' 0 3/8"
102
4"
102
4"
203
8"
76
3"
76
3"
279
11"
512"
512" FO
UN
DA
TIO
N&
BA
SE
PLA
TE
54.351.9
C.2
CONSTRUCTIONOR CONTROLJOINT (TYP) WITHSEMI RIGIDEPOXY JOINTFILLER
1/4"PREMOLDJOINT WITHSEALANT
MIN, TYP
5"
FILLPOCKETWITHCONCRETE
(4)#6 BARS
COLUMN ISOLATIONSEE TYP DETAIL
SLAB
FOOTING REFER TO SCHEDULE FOR REINF
EQ EQ
EQ
EQ
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
SCHEDULES ANDDETAILS
130323
Author
09/04/14
SB5100
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
STRUCTURAL FOUNDATION SCHEDULE
MARKBASE PLATE
TYPE
FORMED PIER SPREAD FOOTING
REMARKSTYPE ELEV
SIZE VERT REINF TIES REINF CASE SIZE REINFORCING
N/S X E/W NO & SIZESIZE &
SPACING CASE NO. N/S X E/W X TN/S
(TOP & BOT)E/W
(TOP & BOT)
F1 B 6' 0" X 6' 0" X 3' 0" 6#6 6#6 DESIGNED FOR 11.9K UPLIFT FORCE. CONNECT FOOTING TO SLAB PER DETAIL 100A THIS SHEET
F2 A 8' 0" X 4' 6" X 3' 0" 5#6 8#6 DESIGNED FOR 12.7K UPLIFT FORCE. CONNECT FOOTING TO SLAB PER DETAIL 100A THIS SHEET
F3 E I 1' 0" 3' 0" X 1' 8" 10#5 #3 @ 12" 6 7' 0" X 7' 0" X 2' 6" 6#6 6#6 DESIGNED FOR 20.7K UPLIFT FORCE.
F3A E 8' 0" X 8' 0" X 2' 6" 7#6 7#6
F4 C 6' 0" X 6' 0" X 2' 6" 10#6 10#6 DESIGNED FOR 11.9K UPLIFT FORCE.
F5 D 7' 0" X 7' 0" X 2' 6" 6#6 6#6
F6 L, M 20' 6" X 8' 0" X 4' 0" 11#8 27#8 CONNECT FOOTING TO SLAB AT BASE PLATE L ONLY, PER DETAIL 001A THIS SHEET
F8 J 4' 0" X 8' 0" X 2' 6" 8#8 4#8 DESIGNED FOR 9.5K UPLIFT FORCE.
F9 H 10' 0" X 10' 0" X 2' 6" 10#8 10#8 DESIGNED FOR 32.5K UPLIFT FORCE. CONNECT FOOTING TO SLAB PER DETAIL 100A THIS SHEET
F10 G 6' 0" X 6' 0" X 2' 6" 6#8 6#8 DESIGNED FOR 12.5K UPLIFT FORCE.
F11 N 4' 0" X 4' 0" X 2' 0" 5#6 5#6 DESIGNED FOR 3.9K UPLIFT FORCE.
F12 N 8' 0" X 8' 0" X 2' 0" 10#6 10#6 DESIGNED FOR 15.8K UPLIFT FORCE.
F13 K 6' 0" X 4' 0" X 2' 0" 5#6 8#6 DESIGNED FOR 5.9K UPLIFT FORCE.
NO. ISSUANCE STATUS DATE
A PERMIT ISSUE 09/05/2014
B 75% PROGRESS SET 09/26/2014
C 90% REVIEW 10/10/2014
D OWNER REVIEW 10/22/2014
11/14/2014
TYPE "A"TYPE "B"TYPE "C"TYPE "D"TYPE "E"
PIER TYPE I
TYPE "J""TYPE F"TYPE"K"TYPE"G"TYPE"L"TYPE"H"
TYPE"M""TYPE N"SCALE: 1/2" = 1'�0"
100A DETAIL
FIN FLR0' 0"
Y1 Y2
610
2'
0" 350
1'
1 3
/4"
869
2'
10 1
/4"
SB5500
500C
#5 @ 12" OC EW, T&B #5 @ 12" OC EW, T&B
#7 @ 12" OC EW, T&B
#5 @ 12" OCEW, T&B
450
1'
5 1
1/1
6"
VA
RIE
S
610
2'
0"
254
10"
254
10"
300
11 1
3/1
6"
400
1' 3 3/4"
300
11 13/16"
300
11 1
3/1
6"
650
2'
1 9
/16"
J1 POCKET FOREQUIPMENT ANCHOR,REFER TO PLAN, TYP
500
1'
7 1
1/1
6"
500
1' 7 11/16"
1727
5' 8"
500
1' 7 11/16"
355
1'
1 1
5/1
6" 305
1'
0"
3415
11' 2 7/16"
750
2' 5 1/2"
1075
3' 6 5/16"
625
2' 0 5/8"
600
1' 11 5/8"
625
2' 0 5/8"
975
3' 2 3/8"
700
2' 3 9/16"
3450
11' 3 13/16"
2107
6' 10 15/16"
350
1'
1 3
/4"
305
1'
0"
354
1'
1 1
5/1
6"
305
1'
0"
305
1'
0"
500
1'
7 1
1/1
6"
305
1'
0"
1524
5'
0"
Y1.3
1110
3' 7 11/16"
1110
3' 7 11/16"
1
1 TYP
1
1 TYP
305
1' 0"
305
1' 0"
REFER TO TYPDETAIL SHEET, SS0005FOR SLAB EDGE
REFER TO TYPDETAIL SHEET, SS0005FOR SLAB EDGE
FIN FLR0' 0"
Y2
SB5500
500C#5 @ 12" OC EW, T&B
#5 @ 12" OC EW, T&B
#7 @ 12" OC EW, T&B
#5 @ 12" OCEW, T&B
350
1'
1 3
/4"
469
1'
6 1
/2"
305
1'
0"
#5 @ 12" OC EW, T&B
#5 @ 12" OCEW, T&B
305
1'
0"
305
1'
0"
1850
6' 0 13/16"
600
1' 11 5/8"
625
2' 0 5/8"
350
1' 1 3/4"
1586 1/4"
1586 1/4"
350
1' 1 3/4"
625
2' 0 5/8"
2900
9' 6 3/16"
3150
10' 4"
305
1'
0"
1727
5' 8"
500
1' 7 11/16"
3415
11' 2 7/16"
500
1'
7 1
1/1
6"
WATER COLLECTIONTRENCH
350
1'
1 3
/4"
750
2'
5 1
/2"
Y1.6
1110
3' 7 11/16"
TYP 1
1
305
1' 0"
305
1' 0"
REFER TO TYPDETAIL SHEET,SS0005FOR SLAB EDGE
#5 @ 12" OC EW, T&B
300
1'
0"
TYP 1
1
116
4 9/16"
116
4 9/16"
FIN FLR0' 0"
500
1' 7 11/16"
3000
9' 10 1/8"
WATER STOP, TYP
INTERFACE TO BE CLEAN &FREE OF LAITANCE, ROUGHENTO A FULL AMPLITUDE OFAPPROXIMATELY 1/4", TYP
305
1'
0"
3715
12'
2 1
/4"
381
1'
3"
#8 @ 12" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#8 @ 12" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#8 @ 12" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
400
SQ
UA
RE
1'
3 3
/4"
5% SLOPE 5% SLOPE
PROVIDEWHITE EPOXYPAINT, TYP
1/8" CHECKEREDPL OVER 1 1/2"BAR GRATING
W8
400
1' 3 3/4"
POCKET@ W8
600
1'
11 5
/8"
600
1' 11 5/8"1000
3'
3 3
/8"
#8 @ 12" OC, EW, T&B#8 @ 12" OC, EW, T&B
EMBED PL 16x300x300 W/(4) 1/2" Ø x 6" LG STUDS,AT WALL BEYOND, TYP
2200
7' 2 5/8"
400
1'
3 3
/4"6
00
1'
11 5
/8"
STEEL FRAMEFOR FILTER
SB5500
500H
500J
SB5500
EMBED PL 16x200x200 W/(4) 1/2" Ø x 6" LG STUDS, ATWALL BEYOND, TYP
TYP
1
1TYP
1210
3' 11 5/8"
305
1'
0"
500
1' 7 11/16"
3000
9' 10 1/8"
3000
9' 10 1/8"
400
1' 3 3/4"
400
1' 3 3/4"
WATER STOP, TYP
INTERFACE TO BE CLEAN& FREE OF LAITANCE,ROUGHEN TO A FULLAMPLITUDE OFAPPROXIMATELY1/4", TYP
4020
13'
2 1
/4"
381
1'
3"
#8 @ 12" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#8 @ 12" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#8 @ 12" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#8 @ 12" OC, VERT, EF
#5 @ 12" OC, HORIZ, EF
#8 @ 12" OC,EW, T&B#8 @ 12" OC,EW, T&B
1/8" CHECKERED PLOVER 1 1/2" BARGRATING, TYP
400
SQ
UA
RE
1'
3 3
/4"
5% SLOPE5% SLOPE5% SLOPE5% SLOPE
PROVIDE WHITE EPOXYPAINT, TYP
W8, POCKET ATWALL BEYOND
W8, POCKETAT WALLBEYOND
500
1'
7 1
1/1
6"
381
1'
3"
600
1' 11 5/8"
600
1' 11 5/8"
600
1'
11 5
/8"
600
1'
11 5
/8"
1000
3'
3 3
/8"
OPENING INWALL BEYOND
400
1'
3 3
/4"
1348
4' 5 1/16"
382
1' 3 1/16"
1270
4' 2"
EMBED PL 16x200x200W/ (4) 1/2" Ø x 6" LGSTUDS, AT WALLBEYOND
600
1'
11 5
/8"
305
1' 0"
1500
4' 11 1/16"
1500
4' 11 1/16"
305
1' 0"251
9 7
/8"
251
9 7
/8"
STEEL FRAMEFOR FILTER
STEEL FRAMEFOR FILTER
SB5500
500G
500J
SB5500
500J
SB5500
305
1'
0"1000
3'
3 3
/8"
Y4.5
TYP
1210
3' 11 5/8"
1210
3' 11 5/8"
1
1
1
1
305
1'
0"
305
1'
0"
TYP
TYP
3/8" THICKCHKD PL
305
1'
0"
512"
500
1'
7 1
1/1
6"
500
1' 7 11/16"
1
1
1110
3' 7 11/16"
305
1'
0"TYP
SS0005
004A
FIN FLR0' 0"
2900
9' 6 3/16"
300
11 13/16"
700
2' 3 9/16"
1900
6' 2 13/16"
SLOPE
300
11 1
3/1
6"
350
1'
1 3
/4"
450
1'
5 1
1/1
6"
VA
RIE
S
869
2'
10 1
/4"354
1'
1 1
5/1
6"
305
1'
0"
305
1'
0" #5 @ 12" OC EW, T&B
#7 @ 12" OC EW, T&B
#5 @ 12" OCEW, T&B
#7 @ 12" OC EW, T&B
FIN FLR0' 0"
L2 1/2x2 1/2x1/4 W/ 1/2" Øx 5" LG STUDS @ 1'6" OC
CHECKERED PL OVERBAR GRATING
102
4"
L4x4x1/4 W/ 1/2" Ø x 5" LGSTUDS @ 1'6" OC
3/16 2�123/16 2�12
FIN FLR0' 0"
89
3 1/2"13
1/2"
L4x4x1/4 W/ (2) 1/2" Øx 5" LG STUDS
244
9 5
/8"
SHIM AS REQD
W8 CHECKERED PLOVER BAR GRATING
3/163/16
500K
SB5500
L2x2x1/4
EMBED PLATE,TYP
WALL OPENING
127
5"
L2x2x1/4, TYP
520
1' 8 1/2"
127
5"
127
5"
1/4" THK PL, TYP
STRAP ANCHOR@ 12" OC, TYP3/16 3�12
3/16 3�12TYP
EQ
EQ
EQ
SEE SB4500 SEE SB4500
EQ
EQ
LADDER
LIFTING HANDLE CENTEREDON REMOVABLE GRATINGPANEL, TYP UNO
CHECKEREDPLATE ON BARGRATING, SEESB4500 & SB5500
LIFTING HANDLES AT 1/4 & 3/4POINTS OF REMOVABLEGRATING PANEL ATLADDER,TYP
SS0005
005U
MIN OPENING INGRATING REQUIREDFOR LADDERACCESS
940
3'
1"
762
2' 6"
PROVIDE HOLES FOREQUIPMENT, COORDINATESIZE AND LOCATION W/SUPPLIER, REINFORCE PLON 4 SIDES OF EACH HOLEW/ L3x3x1/4 WELDED TOUNDERSIDE OF GRATING
Y1.3 Y1.3
EQ
EQ
EQ EQ
ONE STUD
EQEQ
512"
512"
TWO STUDS THREE STUDS
512"
512"
EQ EQ
EQ
EQ
FOUR STUDS
512"
512"
51
2"
51
2"
SIX STUDS
51
2"
51
2"
512"
512"
EQ
EQ
EIGHT STUDS
512"
512"
51
2"
51
2"
EQ
EQ
EQ
100SQ
3 15/16"
100SQ
3 15/16"
50
1 1
5/1
6"
SEE PLAN EQPT BASE PL,BY VENDOR
GROUT
305
1'
0"
NOTE:SEE ANCHORSCHEDULE ON SB4500
50
1 1
5/1
6"
SEE PLAN
GROUT
EQPT BASE PL,BY VENDOR
NOTE:SEE ANCHORSCHEDULE ON SB4500
SEE PLAN
50
1 1
5/1
6"
EQPT BASE PL,BY VENDOR
GROUT
150
5 1
5/1
6"
J4: EL=350 +/
NOTE:SEE ANCHORSCHEDULE ON SB4500
J5: EL=±0
SEE PLAN
+/ 0
50
250
9 1
3/1
6"
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
SECTIONS ANDDETAILS
130323
D. FISHER
08/21/14
SB5500
STL SOUTHERN TUBE
D. LYKINS
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
J. LONGTON
W. KUSSRO
A. ISSA
SB4�500 SCALE: 1/2" = 1'�0"
500A SECTION
SB4�500 SCALE: 1/2" = 1'�0"
500B SECTION
SB4�500 SCALE: 1/2" = 1'�0"
500D SECTIONSB4�500 SCALE: 1/2" = 1'�0"
500E SECTION
SB4�500 SCALE: 1" = 1'�0"
500C TRENCH DETAIL
SB4�500 SCALE: 1/2" = 1'�0"
500F SECTION
SB5�500 SCALE: 1" = 1'�0"
500G DETAILSB4�102 SCALE: 1" = 1'�0"
500H DETAILSB5�500 SCALE: 1" = 1'�0"
500J DETAILSB5�500 SCALE: 1" = 1'�0"
500K DETAIL
SB4�500 SCALE: 1/2" = 1'�0"
500M GRATING PLAN
SCALE: 1" = 1'�0"
500N EMBED PL STUD LAYOUT
SCALE: 1" = 1'�0"
500P POCKET J�2
SCALE: 1" = 1'�0"
500S POCKET J�10, 16, 17, 18
SCALE: 1" = 1'�0"
500R POCKET J�4, 5
SCALE: 1" = 1'�0"
500T CONVEYOR SHEAR POCKET
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
SOAKING FURNACEPIT ISOMETRICSOUTHEAST VIEW
130323
Author
09/11/14
SB9002
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
SCALE:
002A SOAKING FURNACE PIT ISOMETRIC VIEW
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
SOAKING FURNACEPIT ISOMETRICNORTHWEST VIEW
130323
Author
11/09/14
SB9002A
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSASCALE:
002AA SOAKING FURNACE PIT ISOMETRIC VIEW
NO. ISSUANCE STATUS DATE
11/14/2014
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
UT FOUNDATION ISOMETRIC VIEW
130323
Author
09/16/14
SB9004
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
SCALE:
004A UT FOUNDATION ISOMETRIC SOUTHWEST VIEW
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
SCALE:
004B UT FOUNDATION ISOMETRIC NORTHEAST VIEW
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
HT BUILDING ISOMETRIC VIEW
130323
Author
09/11/14
SB9501
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
SCALE:
501A HT BUILDING � ISOMETRIC VIEW
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
C
51.1
C.14
C.6
C.2
51.2
C.5
C.5.9
55
1661
5'
5 3
/8"
7315
24'
0"
4029
13'
2 5
/8"
610
2'
0"
7315
24'
0"
CO
NC
RE
TE
RA
MP
DEMOLISH EXST LOADING DOCK AND RAMP
CONC AROUND EXST COL TO REMAIN(FOR SIZE FIELD VERIFY)
CONC AROUND EXST COL TO REMAIN(FOR SIZE FIELD VERIFY)
CONC AROUND EXST COL TO REMAIN(FOR SIZE FIELD VERIFY)
CONC AROUND EXST COL TOREMAIN (FOR SIZE FIELD VERIFY)
51.9 53.5 54.3
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
NO
T F
OR
CO
NS
TR
UC
TIO
N
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
1/4" = 1'0"
ENLARGEDPLANBLDG 1EXPANSION DEMOPLAN
130323
Author
09/15/14
SD4101
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
SB4�109 SCALE: 1/4" = 1'�0"
101A BLDG 1 EXPANSION ENLARGED FOUNDATION DEMO PLAN
NO. ISSUANCE STATUS DATE
A 75% PROGRESS SET 09/26/2014
B 90% REVIEW 10/10/2014
C OWNER REVIEW 10/22/2014
11/14/2014
5W
MIN 3/8 THK ANGLE,CONNECT FOR 15kFACTORED HORIZONTALFORCE, TOP AND BOT
W16
MIN 3/8 THK ANGLE,CONNECT FOR 20kFACTORED VERTICALFORCE
5W
PROVIDE NEW 1/2"THK BASE PL W/4 3/4" Ø A325N BOLTS
REWORK & REUSEEXST WIND COL
5W
5/16 2�125/16 2�12
5/16 2�125/16 2�12 6" AT EA DOOR
HINGE
3/163/16
1/2" THK STIFFENERBETWEEN BOLTS OFEA DOOR HINGE CONN
W30x116
W16x67 T&B
70
2 3
/4"
DOOR HINGE AND BOLTSBY DOOR MANUF2
34"
FR
OM
FIN
FLR
VE
RIF
Y W
ITH
EQ
UIP
MA
NU
FA
TU
RE
R
BE
AM
5W
FF
EE
3W.1
25222
82'
9"
11163
36'
7 1
/2"
1420
4'
7 7
/8"
15502
50'
10 5
/16"
7391
24' 3"
7379
24' 2 1/2"
EXST STRUT
EXST HORIZBRACE
EXST TRUSS BC
EXST TRUSS BC
EXST STRUT
EXST STRUT
EXST STRUT
EXST STRUT
EXST STRUT
EXST HORIZBRACE
W16
X67
W16
X67
PROVIDE 3/8" THKMIN GUSSET PL,WELD TO EXSTTRUSS, TYP
T = 90k
T = 90k
T = 90k
5W
FF
EE
110A
SF4110
110B
SF4110
110C
SF4110
BUILTUP HEADER,SEE DETAIL 110BTHIS SHEET
TYP
#4 DWLS @ 12" OC,FOUR SIDES
EXST SLAB
FOOTING REFER TOSCHEDULEFOR REINF
1004" 100
4"
18" x 12" x1/2"THK BASE PL
(4) 3/4" DIA A325ANCHOR BOLTS
5W
150
6"
610
2'
0"
460
1'
6"
FIN FLR
460
1' 6"
460
1' 6"
502"
GR
OU
T
5W
FF
EE
3'0"x3'0"x2'0" THK SPREAD FOOTING W/4#5 BARS EW, T&B. REFER TO DETAIL110D THIS SHEET FOR ELEVATION ANDANCHORING INFO,TYP
N
DATE:
ISSUE
SHEET TITLE
PROJECT
Any reproduction or distribution for any purpose other than authorized by IBI Groupis forbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions on thejob and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor approval before proceeding with fabrication.
SCALE:
CHKD' BY:
DRAWN BY:
PROJECT NO:
SHEET NUMBER
PRIME CONSULTANT
SUB CONSULTANT
SEAL
CLIENT
COPYRIGHT © 2009 IBI GROUP
COPYRIGHT:
ISSUES
A
1
B
C
D
E
2 3 4 5 6
1 2 3 4 5 6
A
B
C
D
E
ibigroup.com
DESIGN BY:
APPD BY:
PROJECT MGR:
SHIMIZU NORTH AMERICA LLC
C0R#8598
As indicated
ENLARGED PLAN BIFOLD DOOR
130323
Author
11/10/14
SF4110
STL SOUTHERN TUBE
Checker
Houston TX
Shimizu North America,LLC (SNA)
25200 Telegraph Rd. Suite 200Southfield MI 48033tel (248) 9368240 fax (248) 9368111
IBI GROUP MICHIGAN, LLC
Designer
Approver
A. ISSA
NO. ISSUANCE STATUS DATE
11/14/2014
SF4�110 SCALE: 3/4" = 1'�0"
110A BIFOLD DOOR DETAILSF4�110 SCALE: 3/4" = 1'�0"
110C BIFOLD DOOR DETAILSF4�110 SCALE: 3/4" = 1'�0"
110B BIFOLD DOOR DETAIL
BIFOLD DOOR BOTTOM CHORD ENLARGED PLANBIFOLD DOOR HEADER ENLARGED PLAN
WT7x15 STRUT
WT7x15 STRUT
NOTE: COORDINATE LOCATION OF HINGE ANDBOLTS WITH EQUIP CERTIFIED SHOP DRAWINGS
SCALE: 1/2" = 1'�0"
110D BIFOLD DOOR COLUMN BASE
SCALE: 1/8" = 1'�0"
4 BIFOLD DOOR ENLARGED FOUNDAION PLAN