no. issuance status date n t i s t f o

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

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ibigroup.com

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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�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�004A SECTIONS AND DETAILS 10/22/2014



SB5�100 SCHEDULES 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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


COPYRIGHT:

ISSUES

A

1

B

C

D

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2 3 4 5 6

1 2 3 4 5 6

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B

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ibigroup.com

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DESIGN BY:

APPD BY:

PROJECT MGR:


C0R#8598

GENERAL NOTES

130323

D. FISHER

07/23/14

SS0002

STL SOUTHERN TUBE

D. LYKINS

Houston TX




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




C 50% REVIEW SET 08/22/2014



F 90% REVIEW 10/10/2014


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


BASIC LOAD CASES

LONGITUDINAL DIRECTION

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


TORSIONAL LOAD CASE

TRANSVERSE DIRECTION


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

As indicated

DESIGN CREITERIA

130323

D. FISHER

07/24/14

SS0003

STL SOUTHERN TUBE

D. LYKINS

Houston TX




J. LONGTON

W. KUSSRO

A. ISSAA. ISSA




C 50% REVIEW SET 08/22/2014



F 90% REVIEW 10/10/2014


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


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


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


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.



1705.2.2

APPLICABLE ASTMMATERIAL STANDARDS


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

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COPYRIGHT:

ISSUES

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1 2 3 4 5 6

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ibigroup.com

NO

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CO

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DESIGN BY:

APPD BY:

PROJECT MGR:


C0R#8598

3/64" = 1'0"

SPECIALINSPECTIONS

130323

Author

09/16/14

SS0004

STL SOUTHERN TUBE

Checker

Houston TX




Designer

Approver

A. ISSA


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


FIN FLOORFIN GRADESEE CIVILDWGS

#4 CONT TYP

#4 @ 12" O.C.


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


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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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UC

TIO

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DESIGN BY:

APPD BY:

PROJECT MGR:


C0R#8598

As indicated

TYPICAL DETAILS

130323

D. FISHER

09/03/14

SS0005

STL SOUTHERN TUBE

D. LYKINS

Houston TX




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


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

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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:


C0R#8598

As indicated

TYPICAL DETAILS

130323

Author

11/10/14

SS0006

STL SOUTHERN TUBE

Checker

Houston TX




Designer

Approver

A. ISSA


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


COPYRIGHT:

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1

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2 3 4 5 6

1 2 3 4 5 6

A

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ibigroup.com

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UC

TIO

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DESIGN BY:

APPD BY:

PROJECT MGR:


KEY PLAN

C0R#8598

1" = 40'0"

OVERALLSTRUCTURAL PLAN

130323

D. FISHER

08/21/14

SB1100

STL SOUTHERN TUBE

D. LYKINS

Houston TX




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


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

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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

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DESIGN BY:

APPD BY:

PROJECT MGR:


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




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


A 50% REVIEW SET 08/22/2014



D 90% REVIEW 10/10/2014


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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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CO

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TIO

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DESIGN BY:

APPD BY:

PROJECT MGR:


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




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


A 50% REVIEW SET 08/22/2014



D 90% REVIEW 10/10/2014


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


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




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



B 90% REVIEW 10/10/2014


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


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




Designer

Approver

A. ISSA

SCALE: 1/4" = 1'�0"

102BA

SOAKING FURNACE PITENLARGED EMBED PLAN @ EL. ±0.00



B 90% REVIEW 10/10/2014


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


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




Designer

Approver

A. ISSA

SCALE: 1/4" = 1'�0"

102CA

SOAKING FURNACE PITLOWER LEVEL ENLARGED EMBED PLAN @ EL. �3700



B 90% REVIEW 10/10/2014


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"



003G

SB5003

DEMOLISH TOPOF EXST WALL

DEMOLISH EXST WALL

N

DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


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




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


A 50% REVIEW SET 08/22/2014



D 90% REVIEW 10/10/2014


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


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




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.




A 50% REVIEW SET 08/22/2014



D 90% REVIEW 10/10/2014


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




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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


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




J. LONGTON

W. KUSSRO

A. ISSA

SB1�100 SCALE: 1/4" = 1'�0"

105A BLDG 1 EXPANSION ENLARGED FOUNDATION PLAN


A 50% REVIEW SET 08/22/2014



D 90% REVIEW 10/10/2014


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 &#4 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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


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




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


A 50% REVIEW SET 08/22/2014



D 90% REVIEW 10/10/2014


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


KEY PLAN

C0R#8598

As indicated

ENLARGED PLAN CONTROL ROOMTRENCHES

130323

D. FISHER

09/04/14

SB4108

STL SOUTHERN TUBE

D. LYKINS

Houston TX




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




C 90% REVIEW 10/10/2014


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

As indicated

ENLARGED PLAN PIPE CUTTINGFOUNDATION

130323

Author

10/14/14

SB4109

STL SOUTHERN TUBE

Checker

Houston TX




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


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



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






～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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


COPYRIGHT:

ISSUES

A

1

B

C

D

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2 3 4 5 6

1 2 3 4 5 6

A

B

C

D

E

ibigroup.com

NO

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DESIGN BY:

APPD BY:

PROJECT MGR:


KEY PLAN

C0R#8598

As indicated

HT BUILDINGENLARGED PLAN

130323

D. FISHER

08/21/14

SB4500

STL SOUTHERN TUBE

D. LYKINS

Houston TX




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


A HT BUILDING PERMIT ISSUE 09/05/2014


C 90% REVIEW 10/10/2014


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 16x160x360 W/ (3)1/2" Ø x 6" LG STUDS,4 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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

1/4" = 1'0"

HT BUILDINGENLARGED EMBEDPLAN

130323

Author

09/26/14

SB4500A

STL SOUTHERN TUBE

Checker

Houston TX




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



B 90% REVIEW 10/10/2014


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

As indicated

HT BUILDINGEXTERIORCONVEYORFOUNDATION

130323

Author

09/16/14

SB4500B

STL SOUTHERN TUBE

Checker

Houston TX




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



B 90% REVIEW 10/10/2014


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.


3W.1

DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

1" = 1'0"

SECTIONS ANDDETAILS

130323

D. FISHER

08/21/14

SB5001

STL SOUTHERN TUBE

D. LYKINS

Houston TX




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


A 50% REVIEW SET 08/22/2014


C 90% REVIEW 10/10/2014


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


#9 @ 10" OC, EW, BOT

#7 @ 10" OC, EW, TOP

#7 @ 10" OC, VERT, EF#7 @ 10" OC, VERT, 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


#9 @ 10" OC, EW, BOT

#7 @ 10" OC, EW, TOP

#7 @ 10" OC, VERT, EF


#9 @ 10" OC, EW, BOT

#7 @ 10" OC, EW, TOP


#7 @ 10" OC, VERT, 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




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



#9 @ 10" OC, EW, BOT

#7 @ 10" OC, EW, TOP

#7 @ 10" OC, VERT, 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



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.



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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

1/4" = 1'0"

SECTIONS ANDDETAILS

130323

D. FISHER

08/21/14

SB5002

STL SOUTHERN TUBE

D. LYKINS

Houston TX




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


A 50% REVIEW SET 08/22/2014


C 90% REVIEW 10/10/2014


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


#7 @ 10" OC, VERT, EF


#7 @ 10" OC, VERT, EF


#7 @ 10" OC, VERT, 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



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"


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


#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


#7 @ 10" OC, VERT, EF

#5 @ 12" OC, HORIZ, EF #5 @ 12" OC, HORIZ, EF

#7 @ 10" OC, VERT, EF


#6 @ 12" OC, EW, T&BREFER TO SB5002BFOR PIER REINF., TYP



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"


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"


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"




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




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"


#6@12 EW, TYP

#6@12EW, TYP

#6@12EW, TYP

#6@12EW, TYP

#6@12 EW, TYP

N

DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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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TIO

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DESIGN BY:

APPD BY:

PROJECT MGR:


C0R#8598

As indicated

SECTIONS ANDDETAILS

130323

Author

09/11/14

SB5002A

STL SOUTHERN TUBE

Checker

Houston TX




Designer

Approver

A. ISSA

SB4�102 SCALE: 1/4" = 1'�0"

002AA SECTION

SB4�102 SCALE: 1/4" = 1'�0"

002AB SECTION



B 90% REVIEW 10/10/2014


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"


24 #7 VERTICAL

700

2' 3 9/16"

1100

3'

7 5

/16"


12 #7 VERTICAL

1000

3'

3 3

/8"

800

2' 7 1/2"

24 #7 VERTICAL


600

1' 11 5/8"

600

1'

11 5

/8"

12 #7 VERTICAL


800

2' 7 1/2"

600

1'

11 5

/8"

12 #7 VERTICAL


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


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


1000

3'

3 3

/8"

600

1' 11 5/8"

16 #7 VERTICAL


900

2'

11 7

/16"

1105

3' 7 1/2"

12 #7 VERTICAL


1000

3'

3 3

/8"

750

2' 5 1/2"

12 #7 VERTICAL


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


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


1321

4'

4"

1700

5' 6 15/16"

N

DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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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TIO

N

DESIGN BY:

APPD BY:

PROJECT MGR:


C0R#8598

1/2" = 1'0"

SECTIONS ANDDETAILS

130323

Author

09/11/14

SB5002B

STL SOUTHERN TUBE

Checker

Houston TX




Designer

Approver

A. ISSA

P4P3

P5

P2P1

P6 P7 P8

P9 P10 P11



B 90% REVIEW 10/10/2014


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


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


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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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OR

CO

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TR

UC

TIO

N

DESIGN BY:

APPD BY:

PROJECT MGR:


C0R#8598

As indicated

SECTIONS ANDDETAILS

130323

Author

09/25/14

SB5002C

STL SOUTHERN TUBE

Checker

Houston TX




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



B 90% REVIEW 10/10/2014


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


244a 20

5b

THK WEIGHT

mm KgQ.TYITEM TOTAL

1

611

SECTION AA


a

SECTION BB


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

As indicated

SECTIONS ANDDETAILS

130323

Author

10/22/14

SB5002D

STL SOUTHERN TUBE

Checker

Houston TX




Designer

Approver

A. ISSA

SB4�102 SCALE: 1/2" = 1'�0"

002DB CHIMNEY FOUNDATION


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


#8 @ 9" OC, VERT, 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"


#6 @ 12" OC, VERT, EF


#6 @ 12" OC, VERT, EF

#6 @ 12" OC, EW, T&B#6 @ 12" OC, EW, T&B




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"







#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.


WATER STOP, TYP

#6 DWLS @ 12" OC, DRILLAND EPOXY GROUT INTOEXST CONCRETE305

EMBED1' 0"


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






#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"


WATER STOP, 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"


EX

ST

WA

LL T

O B

E R

EM

OV

ED

16"

16"

WATER STOP

EXST WALL


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



#6 DWLS 16"x16" @12" OC, DRILL ANDEPOXY GROUT INTOEXST CONCRETE

EXST WALL

305

1' 0"


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


DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

1/2" = 1'0"

SECTIONS ANDDETAILS

130323

D. FISHER

08/21/14

SB5003

STL SOUTHERN TUBE

D. LYKINS

Houston TX




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


A 50% REVIEW SET 08/22/2014


C 90% REVIEW 10/10/2014


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


#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


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

305

1'

0"

655

2' 1 13/16"

305

1' 0"

EXST 6"SLAB, 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


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


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


1

1

510

1'

8"

350

1'

2"

DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

1/2" = 1'0"

SECTIONS ANDDETAILS

130323

D. FISHER

08/21/14

SB5004

STL SOUTHERN TUBE

D. LYKINS

Houston TX




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


A 50% REVIEW SET 08/22/2014



D 90% REVIEW 10/10/2014


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


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


#4 @ 12" OCDWLS, TYP


#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


#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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

As indicated

SECTIONS ANDDETAILS

130323

D. FISHER

09/03/14

SB5004A

STL SOUTHERN TUBE

D. LYKINS

Houston TX




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




C 90% REVIEW 10/10/2014


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

1/2" = 1'0"

SECTIONS ANDDETAILS

130323

D. FISHER

08/21/14

SB5005

STL SOUTHERN TUBE

D. LYKINS

Houston TX




J. LONGTON

W. KUSSRO

A. ISSA

SB4�105 SCALE: 1/2" = 1'�0"

005A SECTION


A 50% REVIEW SET 08/22/2014

B 90% REVIEW 10/10/2014


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

As indicated

SECTIONS ANDDETAILS

130323

D. FISHER

08/21/14

SB5007

STL SOUTHERN TUBE

D. LYKINS

Houston TX




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


A 50% REVIEW SET 08/22/2014

B 90% REVIEW 10/10/2014


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"


362

1'

2 1

/4"

305

1'

0"

3W.1

357

1' 2 1/16"


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


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"


508

1' 8"

914

3'

0"

PIER WHEREREQUIRED,REFER TO SCHEDULE


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"


C.2

53.5 FOUNDATION& BASE PLATE

203

8"

330

1'

1"

51

2"

51

2"

318

1' 0 1/2"

763"

763"



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"



55

C.2

102

4"

102

4"

391

1'

3 3

/8"

102

4"

102

4"

102

4"

51

2"

51

2"


C.5


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"



C.5

55

102

4"

102

4"

279

11"

763"

763"

51

2"

51

2"

362

1' 2 1/4"


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


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


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

As indicated

SCHEDULES ANDDETAILS

130323

Author

09/04/14

SB5100

STL SOUTHERN TUBE

Checker

Houston TX




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.




C 90% REVIEW 10/10/2014


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


#8 @ 12" OC, VERT, EF


#8 @ 12" OC, VERT, 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


#8 @ 12" OC, VERT, EF


#8 @ 12" OC, VERT, EF


#8 @ 12" OC, VERT, 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"



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


SEE PLAN

50

1 1

5/1

6"

EQPT BASE PL,BY VENDOR

GROUT

150

5 1

5/1

6"

J4: EL=350 +/


J5: EL=±0

SEE PLAN

+/ 0

50

250

9 1

3/1

6"

DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

As indicated

SECTIONS ANDDETAILS

130323

D. FISHER

08/21/14

SB5500

STL SOUTHERN TUBE

D. LYKINS

Houston TX




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



B 90% REVIEW 10/10/2014


11/14/2014

N

DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

SOAKING FURNACEPIT ISOMETRICSOUTHEAST VIEW

130323

Author

09/11/14

SB9002

STL SOUTHERN TUBE

Checker

Houston TX




Designer

Approver

A. ISSA

SCALE:

002A SOAKING FURNACE PIT ISOMETRIC VIEW



B 90% REVIEW 10/10/2014


11/14/2014

DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

SOAKING FURNACEPIT ISOMETRICNORTHWEST VIEW

130323

Author

11/09/14

SB9002A

STL SOUTHERN TUBE

Checker

Houston TX




Designer

Approver

A. ISSASCALE:

002AA SOAKING FURNACE PIT ISOMETRIC VIEW


11/14/2014

N

DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

UT FOUNDATION ISOMETRIC VIEW

130323

Author

09/16/14

SB9004

STL SOUTHERN TUBE

Checker

Houston TX




Designer

Approver

A. ISSA

SCALE:

004A UT FOUNDATION ISOMETRIC SOUTHWEST VIEW



B 90% REVIEW 10/10/2014


11/14/2014

SCALE:

004B UT FOUNDATION ISOMETRIC NORTHEAST VIEW

N

DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

HT BUILDING ISOMETRIC VIEW

130323

Author

09/11/14

SB9501

STL SOUTHERN TUBE

Checker

Houston TX




Designer

Approver

A. ISSA

SCALE:

501A HT BUILDING � ISOMETRIC VIEW



B 90% REVIEW 10/10/2014


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 TOREMAIN (FOR SIZE FIELD VERIFY)

51.9 53.5 54.3

N

DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

1/4" = 1'0"

ENLARGEDPLANBLDG 1EXPANSION DEMOPLAN

130323

Author

09/15/14

SD4101

STL SOUTHERN TUBE

Checker

Houston TX




Designer

Approver

A. ISSA

SB4�109 SCALE: 1/4" = 1'�0"

101A BLDG 1 EXPANSION ENLARGED FOUNDATION DEMO PLAN



B 90% REVIEW 10/10/2014


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

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11163

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7 1

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1420

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7 7

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15502

50'

10 5

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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

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PROVIDE 3/8" THKMIN GUSSET PL,WELD TO EXSTTRUSS, TYP

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T = 90k

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110A

SF4110

110B

SF4110

110C

SF4110

BUILTUP HEADER,SEE DETAIL 110BTHIS SHEET

TYP

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EXST SLAB

FOOTING REFER TOSCHEDULEFOR REINF

1004" 100

4"

18" x 12" x1/2"THK BASE PL

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1' 6"

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N

DATE:

ISSUE

SHEET TITLE

PROJECT


SCALE:

CHKD' BY:

DRAWN BY:

PROJECT NO:

SHEET NUMBER

PRIME CONSULTANT

SUB CONSULTANT

SEAL

CLIENT


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:


C0R#8598

As indicated

ENLARGED PLAN BIFOLD DOOR

130323

Author

11/10/14

SF4110

STL SOUTHERN TUBE

Checker

Houston TX




Designer

Approver

A. ISSA


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

no. issuance status date n t i s t f o

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