incomplete set for reference only for information ... · diameter dimension down...

FILE

NAM

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USER

NAM

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DATE

STAM

P:

PGAL PROJECT NO.

STRUCTURAL ENGINEER

WALTER P MOORE &ASSOCIATES, INC.1301 MCKINNEY, SUITE 1100

(T) 713.630.7300HOUSTON, TX 77010

EL FRANCO LEECOMMISSIONER PRECINCT 1

JACK MORMANCOMMISSIONER PRECINCT 2

ED EMMETTCOUNTY JUDGE

BARBARA J. SCHOTT CPACOUNTY AUDITOR

STEVE RADACKCOMMISSIONER PRECINCT 3

R. JACK CAGLECOMMISSIONER PRECINCT 4

JOHN BLOUNT, P.E.COUNTY ENGINEER

Pierce Goodwin Alexander & LinvilleAlexandria Atlanta Boca Raton BostonAustin Dallas Houston Las Vegas Los Angeles New Orleans Mexico City

CIVIL ENGINEER

SIRRUS ENGINEERS, INC.

3100 TIMMONS, SUITE 500

(T) 713.334.7300HOUSTON, TX 77027

GEOTECHNICAL CONSULTANT

ULRICH ENGINEERS, INC.

2901 WILCREST DR., SUITE 200

(T) 713.780.7645HOUSTON, TX 77042

BID PACKAGE 1

MEP ENGINEER

REDDING LINDEN BURR -KCI TECHNOLOGIES INC.801 TRAVIS ST., SUITE 2000

(T) 713.237.9800HOUSTON, TX 77002

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HARRIS COUNTY - JOINT COUNTY/CITYPROCESSING CENTER

HARR

IS C

OUNT

Y - J

OINT

COU

NTY/

CITY

PRO

CESS

ING

CENT

ER

700 NORTH SAN JACINTO ST. HOUSTON, TX 77002

HARRIS COUNTY ENGINEERING DEPARTMENT

4/17

/15

1002005APRIL 17, 2015

ISSUED FOR PRICING & PERMIT

4/17/15

***Incomplete set for Reference Only *** for Information Contact Clark Horizon

LOCATION MAP

ABBREVIATIONS & NOTATIONS

& ANDL ANGLE (RIGHT)L ANGLE (ACUTE)@ ATCL CENTERLINE

ABACADAFFALTALUMARCHAUAV

ANCHOR BOLTACOUSTICAL TILEAREA DRAINABOVE FINISH FLOORALTERNATEALUMINUMARCHITECTURAL ASHURNAUDIO VISUAL

BDBLDGBLKGBMBNGBODBOTBRBRGBURBW

BOARDBUILDINGBLOCKINGBEAM OR BENCHMARKBEARINGBOTTOM OF DECKBOTTOMBACKER RODBRIDGINGBUILT-UP ROOFINGBOTH WAYS

CCABCEMCGCIPCIRCJCLGCmCMUCOLCONCCONSTCONTCORRCPTCSKCT

COURSECABINETCEMENT OR CEMENTITIOUSCORNER GUARDCAST-IN-PLACECIRCLECONTROL JOINTCEILINGCENTIMETERCONCRETE MASONRY UNITCOLUMNCONCRETECONSTRUCTIONCONTINUOUSCORRIDORCARPETCOUNTERSINK OR COUNTERSUNKCERAMIC TILE

DDBLDEGDEMODTLDFDIADIMDNDPDRDSDTLDWDWGDWR

DEPTH OR DEEPDOUBLEDEGREEDEMOLITIONDETAILDRINKING FOUNTAINDIAMETERDIMENSIONDOWNDAMPPROOFINGDOORDOWNSPOUTDETAILDISHWASHERDRAWINGDRAWER

EEAEHBEHDEIFSEJELELECEQEQUIPETSEWEWCEXPEXISTEXTEXTD

EASTEACHELECTRIC HAIR BLOWERELECTRIC HAND DRYEREXTERIOR INSULATING FINISHSYSTEM EXPANSION JOINTELEVATION (GRADE)ELECTRICALEQUALEQUIPMENTEXPOSED TO STRUCTUREEACH WAYELECTRIC WATER COOLEREXPANSION OR EXPOSEDEXISTINGEXTERIOREXTRUDED

FDFEFECFEXFFAFFEFFFHCFINFLRFLUORFPFRFRPFTFTGFURNFVFWCFPHB

FLOOR DRAINFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE EXTINGUISHER (NO CABINET)FURNITURE, FIXTURES & ACCESSORIESFURNITURE, FIXTURES & EQUIPMENTFINISHED FLOORFIRE HOSE CABINETFINISHFLOORFLUORESCENTFIREPROOFINGFIRE RETARDANT/ FIRE RESISTIVEFIBERGLASS REINFORCED POLYMERFOOT/ FEETFOOTINGFURNITUREFIELD VERIFYFABRIC WALL COVERINGFREEZE-PROOF HOSE BIBB

A

B

C

D

E

F

GAGALVGBGFRCGFRGGLGNDGRGYPGYP BD

GAUGEGALVANIZEDGRAB BARGLASS FIBER REINFORCED CONCRETEGLASS FIBER REINFORCED GYPSUMGLASSGROUNDGRADEGYPSUMGYPSUM BOARD

G

HHBHCHDHBDHCBRHDRHDWHDWDHMHORHPLHRHTHVAC

HIGHHOSE BIBBHOLLOW COREHOLDHARDBOARDHANDICAPPED ACCESSIBLE TOILETHEADERHARDWAREHARDWOODHOLLOW METALHORIZONTALHIGH PRESSURE LAMINATEHOURHEIGHTHEATING, VENTILATION & AIRCONDITIONING

IDININCANINSULINT

INSIDE DIAMETERINCHINCANDESCENTINSULATIONINTERIOR

JBJT

JUNCTION BOXJOINT

KDKO

KNOCK DOWNKNOCKOUT

LLAMLAVLBLFLLHLLVLT

LONGLAMINATEDLAVATORYLAG BOLTLINEAR BOLT OR LINEAR FEETLONG LEG HORIZONTALLONG LEG VERTICALLIGHT OR LIGHTING

MMACHMASMAT'LMAXMBHMBRMCMECHMEMBMFRMHMINMIR-FMIR-GMLDMMMOMSMTDMTGMTL

METERMACHINEMASONRYMATERIALMAXIMUMMOP AND BROOM HOLDERMODIFIED BITUMEN ROOFINGMEDICINE CABINETMECHANICALMEMBRANEMANUFACTURERMANHOLEMINIMUMMIRROR-FRAMED EDGEMIRROR-GLASS EDGEMOULDINGMILLIMETERMASONRY OPENINGMOP SINKMOUNTEDMOUNTINGMETAL

NNCOMNICNOMNPSNTS

NORTHNONCOMBUSTIBLENOT IN CONTRACTNOMINALNOMINAL PIPE SIZENOT TO SCALE

OCODOFCIOFDOFOIOHOPGOPPOPT

ON CENTEROUTSIDE DIAMETEROWNER FURNISHED/ CONTRACTOR INSTALLEDOVERFLOW DRAINOWNER FURNISHED/ OWNER INSTALLEDOPPOSITE HAND OR OVERHEADOPENINGOPPOSITEOPTION OR OPTIONAL

PCPCEMPAPCFPL P.LAMPLTRPLBGPLFPMRPNLPNTPOLPRPSFPSIPTPTDPTD/WR PTMPTNPVCPVMTPWD

PRECASTPORTLAND CEMENTPUBLIC ADDRESS SYSTEMPOUNDS PER CUBIC FOOTPLATE PLASTICLAMINATEPLASTERPLUMBINGPOUNDS PER LINEAR FOOTPROTECTED MEMBRANE ROOFINGPANELPAINT OR PAINTEDPOLISHEDPAIRPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOINTPAPER TOWEL DISPENSERPAPER TOWEL DISPENSER/ WASTERECEPTACLE PATCH TO MATCHPARTITIONPOLYVINYL CHLORIDEPAVEMENTPLYWOOD

QTQTRQTY

QUARRY TILEQUARTERQUANTITY

H

I

J

K

L

M

N

O

P

Q

RRARCPRDREREFLREGREINFREQRESREVRHRMROROWRSF

RADIUS OR RISERRETURN AIRREFLECTED CEILING PLANROOF DRAINREFER OR REFERENCEREFLECTEDREGISTERREINFORCEMENTREQUIREDRESILIENTREVERSEROBE HOOKROOMROUGH OPENINGRIGHT-OF-WAYRESILIENT SHEET FLOORING

SSASANSBSCSCHEDSDSECTSFSFPSHSHTSHTGSIMSKLTSNDSNVSPSPECSPRSQSRSCSSSTSTASTCSTDSTLSTORSTRUCTSUSPSYMSYNSYS

SOUTHSUPPLY AIRSANITARYSPLASH BLOCKSOLID CORE OR SHOWER CURTAINSCHEDULE OR SCHEDULEDSOAP DISPENSERSECTIONSQUARE FOOT OR SQUARE FEETSPRAYED FIREPROOFINGSPRINKLER HEADSHEETSHEATHINGSIMILARSKYLIGHTSANITARY NAPKIN DISPOSALSANITARY NAPKIN VENDORSTANDPIPESPECIFIED OR SPECIFICATIONSSINGLE PLY ROOFINGSQUARESHOWER RODSHOWER CURTAINSTAINLESS STEELSOAP TRAYSTATIONSOUND TRANSMISSION CLASSSTANDARDSTEELSTORAGESTRUCTURE OR STRUCTURALSUSPENDED OR SUSPENSIONSYMBOLSYNTHETICSYSTEM

TTBTBLT&BTCTDTELTERRT&GTHKTHRU BRTOCTODTOFTOITOJTOLTOPTOSTOWTPHTRTSTTBTVTYP

TREAD OR TOPTOWEL BARTOP OF BRICK LEDGETOP AND BOTTOMTOP OF CURBTRENCH DRAINTELEPHONETERRAZZOTONGUE & GROOVETHICK OR THICKNESSTHROUGHTOILET (BATHROOM)TOP OF CONCRETETOP OF DECKTOP OF FOOTINGTOP OF INSULATIONTOP OF JOISTTOLERANCETOP OF PARAPETTOP OF STEELTOP OF WALLTOILET PAPER HOLDERTELEPHONE RECEPTACLETOP OF SLABTELEPHONE TERMINAL BOARDTELEVISIONTYPICAL

UCLULAYUNOUR

UNDER CABINET LIGHTUNDERLAYMENTUNLESS NOTED OTHERWISEURINAL

VBVCTVERTVPVSVTVWC

VAPOR BARRIERVINYL COMPOSITION TILEVERTICALVENT PIPEVENT SHAFTVINYL TILEVINYL WALLCOVERING

WW/WBWCWCOTWDWDOWHWOW/OWPWRW/RWSWTWWF

WEST OR WIDE OR WIDTHWITHWIND BRACE OR BRACINGWATER CLOSETWAINSCOTWOODWINDOWWEEPHOLEWINDOW OPENINGWITHOUTWATERPROOFINGWASTE RECEPTACLEWATER RESISTIVE OR RESISTANTWEATHERSTRIPPINGWEIGHTWELDED WIRE FABRIC

YD YARD

R

S

T

U

V

Y

W

= EQUAL± PLUS OR MINUS# POUND OR NUMBERx TIMES DEGREES

' FOOT OR FEET" INCH- MINUS+ PLUS

PROJECT GENERAL DESCRIPTION

A. PROJECT NAME: HARRIS COUNTY - JOINT COUNTY/CITY PROCESSING CENTER

B. PROJECT LOCATION: 700 NORTH SAN JACINTO HOUSTON, TX 77002

C. JURISDICTION: CITY OF HOUSTON, HARRIS COUNTY

D. APPLICABLE CODES:THIS BUILDING SHALL MEET (BUT IS NOT LIMITED TO) THE FOLLOWING CODES WITHLOCAL AMENDMENTS:

2006 INTERNATIONAL BUILDING CODE2006 INTERNATIONAL MECHANICAL CODE2006 INTERNATIONAL PLUMBING CODE2006 INTERNATIONAL FIRE CODE2006 INTERNATIONAL ENERGY CONSERVATION CODE2005 NATIONAL ELECTRICAL CODE (NFPA 70)1998 ACCESSIBLE AND USABLE BUILDING FACILITIES (ANSI A117.1)2003 LIFE SAFETY CODE (NFPA 101)1994 TEXAS DEPARTMENT OF LICENSING AND REGULATION ARCHITECTURAL BARRIERS

TEXAS ACCESSIBILITY STANDARDS (TAS)1992 AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES

E. PROJECT DESCRIPTION:NEW CONSTRUCTION OF A JOINT COUNTY AND CITY INMATE PROCESSING CENTER

F. BUILDING AREAS (APPROX):PROPOSED = 240,000 S.F.

DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARYDIMENSION(S), THE CONSTRUCTION MANAGER SHALL NOTIFY THE ARCHITECT.

ALL DIMENSIONS ON PLANS ARE TO THE FACE OF MASONRY OR CONCRETE OR THE OUTSIDE FACE OF GYPSUM BOARD,UNLESS NOTED OTHERWISE.

ALL MASONRY DIMENSIONS ARE ACTUAL UNLESS NOTED OTHERWISE. VERIFY ALL DIMENSIONS, CONDITIONS, EXISTINGCONSTRUCTION AND GRADES AT JOB SITE. NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS.

VERIFY SIZE, LOCATION AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE INSTALLED OR RELOCATED(WHETHER FURNISHED BY OWNER OR BY CONTRACTOR(S)) BEFORE ANY CONSTRUCTION PERTAINING TO SAME ISBEGUN. ERRORS AND OMISSIONS IN THE ROOM, DOOR, WINDOW OR EQUIPMENT SCHEDULES DO NOT RELIEVE THECONTRACTORS FROM EXECUTING WORK SHOWN ON DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS.

VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL AND ELECTRICALWORK AND EQUIPMENT WITH ALL TRADES INVOLVED.

CEILING HEIGHTS INDICATED ON THE CONSTRUCTION DOCUMENTS ARE TAKEN FROM THE FINISH FLOOR ELEVATION.THE SIZE, LOCATION AND CHARACTERISTICS OF ALL MECHANICAL, ELECTRICAL AND STRUCTURAL ITEMS SHALL BEVERIFIED BEFORE CEILING CONSTRUCTION IS BEGUN.

COORDINATE WITH ALL TRADES IN ORDER TO MAINTAIN SCHEDULED CEILING HEIGHTS. VERIFY THAT REQUIREDOPERATION AND MAINTENANCE CLEARANCES ARE PROVIDED FOR ALL EQUIPMENT ITEMS.

DEMOLITION WORK IS ADDRESSED THROUGHOUT THE CONSTRUCTION DOCUMENTS AND IS NOT LIMITED TO THE"DEMOLITION" DRAWINGS. - REMOVE ALL CONSTRUCTION ITEMS NOT REQUIRED FOR THE FINISHED NEWCONSTRUCTION, EVEN IF NOT INDIVIDUALLY ENUMERATED. MECHANICAL, ELECTRICAL, INCLUDING BUT NOT LIMITED TOCONDUIT, BOXES, PIPING, ETC., NOT REQUIRED FOR THE FINISH WORK SHALL BE REMOVED OR RE ROUTED. WORKREQUIRED FOR EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS IS NOT LIMITED TO THE RENOVATIONAREA, BUT MAY OCCUR OUTSIDE THE LIMITS OF WORK AS WELL AS THE FLOORS ABOVE AND BELOW THE WORK.

ANY DAMAGE TO EXISTING SHELL BUILDING WALLS / MATERIALS OR SURFACES SHALL BE REPAIRED TO THEIR ORIGINALCONDITION.

ALL PENETRATIONS (PIPING, CONDUIT, DUCTWORK, ETC.) THROUGH THE STRUCTURAL ROOF DECK, WALLS, OR FLOORSSHALL BE COMPLETELY SEALED. LARGE OPENINGS SHALL BE SEALED WITH METAL LATH (OR CORRUFORM) ANDCONCRETE TOPPING.

INSTALL ALL ITEMS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS, EXCEPT THAT THESPECIFICATIONS HEREIN, WHERE THE MORE STRINGENT, SHALL BE COMPLIED WITH. NOTIFY THE ARCHITECT INWRITING OF ANY CONFLICTS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

GENERAL NOTES

HARRIS COUNTY - JOINT COUNTY/CITYPROCESSING CENTER

WP

HR

CR

F

S

SS

ST

ROOM NAME/NUMBER

DOOR TYPE

STRUCTURAL GRID - NEW

STRUCTURAL GRID - EXISTING

PARTITION TYPE TAG

WINDOW TAG

MEDICAL EQUIPMENT TAG

REVISION MARK

DATUM ELEVATION

WALL SECTION MARK

DETAIL MARK

WALL PROTECTION(RIGID VINYL SHEET PROTECTION)

SURFACE MOUNTED HANDRAILS

SURFACE MOUNTED CRASHRAILS

FLUSH MOUNTED CORNER GUARD

SURFACE MOUNTED CORNER GUARD

SS CORNER GUARD

STRUCTURAL CORNER TRIM

ROOM NAME101

4202

0

0

A1

28

1

TOILET ACCESSORY TAGTA-X.X

AS-502B4 SIM

NameElevation

H3A-301

SIM

00-000

REFERENCE SYMBOLS

HOUSTON, TEXAS 77042

3131 BRIARPARKSUITE 200

www.pgal.com

[T] 713 622 1444[F] 713 968 9333PGAL TBPE REG. No. F-2742

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New

Orlea

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PROJECT NUMBER

PROJECT LOCATION

CURRENT DOCUMENT STAGE

REVISIONS

PROJECT TITLE

REGISTRATIONCOPYRIGHT ©

SHEET TITLE

SHEET NUMBER

ARCHITECT

OWNER

KEY PLAN

ORIGINAL ISSUE DATE

CURRENT ISSUE DATE

Mex

ico C

ity

1001 PRESTON, 5TH FLOORHOUSTON, TX 77002

4/17/15

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1-G0.01


PROJECT INFORMATION,ABBREVIATIONS &DRAWING INDEX

HARRIS COUNTY - JOINTCOUNTY/CITY

PROCESSING CENTER

700 NORTH SAN JACINTOST. HOUSTON, TX 77002

HARRIS COUNTY ENGINEERINGDEPARTMENT

713.755.4400

1002005

04/16/15

2015

4/17/15

1-G0.00 COVER SHEET PACKAGE 11-G0.01 PROJECT INFORMATION, ABBREVIATIONS & DRAWING

INDEX

1-D1.01 DEMOLITION SITE PLAN

1-A1.00 OVERALL SITE PLAN

1-GT1.0 SUBSURFACE DRAINAGE PLAN1-GT1.0A SUBSURFACE DRAINAGE PLAN (ALTERNATE)1-GT1.1 SUBSURFACE DRAINAGE DETAIL

S0.00 COVER SHEETS1.00 GENERAL NOTESS1.03 STRUCTURAL SYMBOLS & NOTATIONSS1.04 CONCRETE MATRIX AND CONCRETE COVERS2.00 BASEMENT LEVEL AND FOUNDATION PLANS2.01 LEVEL 1 FRAMING PLANS3.01 TYPICAL DETAILSS3.02 TYPICAL DETAILSS3.03 TYPICAL DETAILSS3.04 TYPICAL DETAILSS4.01 SPREAD FOOTING AND COLUMN CAP SCHEDULESS4.02 DRILLED PIER SCHEDULE AND DETAILSS4.03 CONCRETE BEAM AND PIER CAP SCHEDULES5.00 FOUNDATION & BASEMENT SECTIONS & DETAILSS5.01 FOUNDATION & BASEMENT SECTIONS & DETAILSS5.10 LEVEL 1 SECTIONS & DETAILSS5.11 LEVEL 1 SECTIONS & DETAILSS6.01 TUNNEL PLANS & DETAILSS6.02 Tunnel Sections and DetailsS6.20 ALTERNATE NORTH TUNNEL PLAN & DETAILSS6.21 ALTERNATE NORTH TUNNEL DETAILS

1-P1.0BA PLUMBING PLAN - BASEMENT

STRUCTURAL

PLUMBING

GENERAL

ARCHITECTURAL

DEMOLITION

GEO. TECH.


SET

MAG

NAI

L

SET

MAG

NAI

L

SET

3/8I

Rw

/LC

CAP

SET

MAG

NAI

L

FND

5/8

IRw

/CAP

'HC

ED T

RAV

SET

NAI

L - S

PUR

HC

ED P

T#1

CAL

L - 5

/8IR

HC

ED P

T#2

CAL

L - 5

/8IR

HC

ED P

T#5

CAL

L - X

CO

NC

WA

LL

WA

LL

CLF

CLF

CLF

CLF

CO

NC

CO

NC

PI C

ON

C

PI C

OM

C

PI

PI

WA

LLW

ALL

CPE 9-6" PVC

CONDUITS (ENCASED

IN CONCRETE)

CPE (2) 7-4"

PVC CONDUITS

(IN 20"∅ STEEL

CASING)

HB

HB

HB

HB

VAULT

INTERIO

21.3'INTERIOR DIMENSION

CH-3:SET. 3/8" IR.W/LC CAPELEV. =35.89

CH-2:SET. MAG NAIL

ELEV. =36.61

CH-1:SET. MAG NAIL

ELEV. =36.36

CH-5:FND. 5/8"IR.W/CAP 'HCEDTRAV

ELEV. =36.69

FE.16.74 CE.24.74

FE.17.78 CE.25.78

FE.17.84 CE.25.84

FE.18.94 CE.26.94

FE.20.17 CE.28.17

FE.21.49 CE.29.49

FE.21.89 CE.29.89

FE.22.03 CE.30.03

FE.22.08 CE.30.08

FE.22.16 CE.30.16

FE.22.22 CE.30.22

FE.22.11 CE.30.11

FE.26.45 CE.34.45

FE.27.15 CE.35.15

7 34 CE.35.34

FE.15.65 CE.23.65

FE.15.03 CE.23.03

FE.14.25 CE.22.25

FE.14.55 CE.22.55

FE.14.48 CE.22.48

FE.14.55 CE.22.55

FE.16.12 CE.24.12

FE.18.66 CE.26.66

FE.20.64 CE.28.64

FE.21.21 CE.29.21

FE.21.23 CE.29.23

FE.21.21 CE.29.21

2001+C

HK

5

2002+C

HK

5101

2003+C

HK

4

2004+C

HK

5102

2005+C

HK

3

2022+C

HK

2003

LC

4

2027+C

HK

2003

12"∅

12"∅

28"∅

28"∅

28"∅

28"∅

16"∅

16"∅

10"∅

10"∅

16"∅28"∅ 12"∅

END OF 12"∅ PIPE℄ 12" PIPE(W) 13.35




SET

MAG

NAI

L

SET

MAG

NAI

L

SET

3/8I

Rw

/LC

CAP

SET

MAG

NAI

L

FND

5/8

IRw

/CAP

'HC

ED T

RAV

FND

PK

NAI

LFND

PKN

AIL

CLF

CLF

CLF

CLF

GAT

E

GAT

E

PIC

LFC

LFC

LFPI

CLF

CLF

MET

AL E

R

POC

POC

CO

NCC

ONC

CO

NC

CO

NC

CO

NC

CO

NC

CO

NCC

ONC

2.5X

2.5

TOP

MH

2.5X

2.5

TOP

MH

2.5X

2.5

2.5X

2.5

2.5X

2.5

2.5X

2.5

2.5X

2.5

2.5X

2.5

2.5X

2.5

2.5X

2.5

2.5X

2.5

2.5X

2.5

2.5X

2.5

2.5X

2.5

2.5X

2.5

1.3X

3 .0

2 .5X

2 .5

1 .3X

3 .0

1 .3X

3 .0

1 .3X

3 .0

2 .5X

2 .5

GR

INL

MHP

H

MHP

H

MHP

H

MHP

H

MHP

H

MHP

H

MHP

H

MHP

H

MHP

HM

HPH

FOC

MAR

K ER

WV

WV

WV

WV

WV

WV

WV

WV

WV

WM

MO

NIT

OR

WEL

L

WM

WV

WV

WV

FHW

V

36.59 T

C37.11

37.38

37.47

TC37.27

TC37.63 TC37.66 T

C37.53

36.91

37.04

37.69

37.54

TC36.86

37.12

36.59

TC36.98 T

C37.05 T

C36.65

37.13 37.11 T

C36.67 TC36.94

36.53

36.60

37.13

36.69

36.38 3

6.39

36.44

36.57

36.88

TC36.87 T

C37.09

TC36.92

TC36.81

36.51

36.62

36.57

36.58

36.53

36.62 3

6.59

36.85

36.57

36.94

36.61

36.48

TC36.62

TC37.03

37.11

TC36.58

TC37.10

TC37.29

TC36.37 T

C36.38

TC36.28

TC36.21

TC36.69

36.84

TC37.33

37.07

TC36.86

36.35

36.33

36.21

TC36.79

36.86

36.12

36.21

TC36.20

36.28

TC36.53

TC36.56

36.58

TC36.63

TC36.69

TC36.76

TC36.74

TC36.79

TC36.79

35.83

36.25

TC36.79

36.83

TC37.00

36.52

36.45

36.71

36.76

36.23 3

6.21

TC36.65

36.16

TC36.18

TC36.18

TC36.20 TC36.77

TC36.93

TC36.81 T

C36.79

TC36.85

TC36.87

TC36.99

36.45

36.85

36.68

36.28

36.28

36.26

36.36

36.22

35.76

35.79

36.08

36.71

36.88

TC36.67

TC36.56

TC36.54 T

C36.55

TC36.51

36.12

36.04

36.12

36.21

36.13

36.41

36.66

36.82

TC36.58

TC36.70

TC36.81

36.77

36.57

36.59

36.67

36.74

36.66

36.84 3

6.20

36.83

TC36.78

TC36.62

36.15

36.95

36.58

36.73

37.03

36.55

36.48

36.69

TC36.39

35.92 3

6.56

36.03

TC36.56 36.64

36.71

36.65

TC36.99

36.50

36.55 3

6.69

TC37.03

TC37.00

36.47 3

6.61

36.61

36.24

36.07

TC36.76

TC36.55

TC36.61

36.06

36.09

TC36.53

TC36.44

TC36.43

TC35.98

TC35.79

TC36.32

35.80

36.47

35.95

35.79

36.42

35.57

36.76 3

7.24

TC36.81 3

6.29

36.18

36.12

TC36.64

TC36.67

TC36.62

TC36.52

TC35.89

35.66

TC35.60

TC36.06

TC36.09

36.08

35.62

35.59

35.89

35.78

36.25

36.49

36.64

36.13

35.86

35.68

36.28 3

5.35

35.75

TC 36.30

TC36.27

TC36.43

TC36.76 36.65

36.36

35.64

35.71

35.55

36.09

36.60

TC36.75

TC36.55 T

C36.19

TC36.32

TC36.63

TC36.66 T

C36.39

TC35.99

TC36.17

TC36.60

TC36.52

TC36.23

TC35.93

TC35.90

35.39

35.95

36.00

35.62

36.75

36.63

36.49

35.85

36.04

36.02

35.80

35.94

35.61

35.82 3

5.84 3

5.59

35.52

36.08 T

C35.66

35.25 3

6.23

35.62

TC36.10

TC36.18

TC36.06

35.54

35.68

36.08

36.20

36.25

36.56

TC36.78

36.35

TC36.88

36.34

36.19

36.07

TC36.71 TC36.61

36.83

36.42

36.46

35.89

TC36.38

35.13

35.95

TC36.27

TC36.19

36.13

35.87

36.34

36.37

36.35

36.49

36.55

36.51

36.41

36.52

34.88

35.47

36.15

TC35.66

TC35.95

TC36.31 3

6.53

36.33

36.58

36.91

TC37.17

TC37.19

TC37.17

TC37.12

TC37.16

TC37.18

TC37.24

37.17

36.76

36.63

36.66

36.60

36.63

36.67

36.62

36.75

36.69 3

6.55

36.23

36.46

36.46

36.60

36.59

36.64

36.74 36.68

36.25

36.15 36.17

36.06

35.94

36.29 3

6.24

36.48

36.54

36.63

36.42

36.16

36.39

36.51

36.49 3

6.53

36.50

36.39

TC36.75

36.23

36.36

36.28

36.33

36.17

35.97

36.26

36.20

36.25

36.05

TC36.56

35.84

36.36 3

6.44

36.49

36.19 3

6.20

36.15

36.18

36.38

36.35

36.19

TC36.82

36.30

36.38

36.49

36.44

36.29

36.23

36.08

36.33

36.37

36.33

36.02

TC36.53

36.05

36.23 3

6.30

36.21

36.13

36.69

36.64

36.70

36.40 T

C36.55

36.07

TC36.55

TC36.57

36.10

TC36.65

36.70 TC36.71

TC36.82

TC37.16

36.66

36.81

36.51 36.16

TC36.57

TC36.59

36.56

36.64

TC36.66

TC37.02

36.56

35.87

36.10

36.40

36.55

TC37.03

TC36.77

TC36.75

TC36.81

TC36.88

TC36.91

TC36.71

TC36.16

TC36.12

TC36.12

TC36.79 3

6.75

36.16

36.15

36.18 3

6.11 3

6.31

36.29

36.46

TC36.96

36.85

36.64

TC36.59

36.11

35.78

35.96

36.48

36.56

36.44

36.21

36.29

TC36.69 T

C36.25

TC36.14 T

C36.09

TC35.98

35.44

35.72

36.18

36.09

36.41

36.13

36.08

36.16

36.02

35.91 3

5.84

35.97 TC35.88

TC35.77

TC35.90

TC36.05

TC36.13

35.60

35.43

35.64

35.50

35.11

35.83

TC36.34

TC36.25

35.66

36.29

35.73 3

6.40

35.86 36.39 3

7.02

36.80

36.50

TC36.97

36.86

TC37.04

36.95

36.39

36.39

36.44

36.57

36.31

TC36.35

TC36.38

TC36.39

35.87

36.03

TC36.52

TC35.70

TC35.45

35.25

35.31 35.66 T

C35.76

35.38

35.79

35.77

TC35.79

TC36.29

TC36.32

TC36.39

35.90

35.85

35.52

35.94

34.23

34.69

35.17

35.60

36.13

36.21

36.29

36.26

36.09

TC36.59

36.29

35.77

36.35

36.36 3

6.15

36.11

36.22

36.23

36.23

36.19

36.16

36.28

36.76

36.53

36.37

35.65

36.05

TC36.20

35.67

36.10

36.47

36.54

36.53

36.41

36.50

TC37.02

TC37.11

36.61

36.57

TC37.06

TC36.62

36.13

36.01

TC36.47

TC36.33

TC36.21

TC36.35

35.84

35.60

36.01

TC36.49

TC36.44

35.93

35.52

35.75

TC36.27

TC36.49

35.99

35.98

35.97

36.08 3

9.83

35.99

39.78

39.72

35.86

35.71

36.13

TC36.64

35.93

TC36.64

36.11

35.76

35.89

36.07

TC36.94 3

7.40 3

6.93

36.51

37.27

36.77

TC36.76

36.30

36.10

TC36.58

37.11

36.14

36.18

36.06

36.83

36.80

36.79 3

6.89

36.28

36.21

36.25

36.30

36.87

36.93

36.81

36.79

36.25

36.25

36.25

36.29

35.98

36.96

36.84

36.85

36.07

36.27

36.26

35.99

35.67

35.70

35.69

36.16

37.14

37.06

37.21

37.40

37.28

37.23

36.13

35.67

35.95

35.62

35.72

35.71 35.64

37.54 37.33

37.23

36.37

35.85

36.18

35.58

35.66

35.59

35.56

36.11

35.80

36.51

37.19

37.46

37.71

38.06

37.39

37.79

37.87

38.12

37.65

38.01

37.27

36.19

35.57

35.82

35.43

35.54

35.57

35.47

38.73

38.64

36.33

36.10

35.57

35.12

34.89

34.59

34.37

36.72

36.63

36.81

36.63

34.31

34.21

33.79

33.71

37.03

37.11

37.31

36.98

33.36

33.39

33.21

37.36

37.07

37.12

37.44

36.57

33.01

33.36

33.42

34.82 3

7.30

37.57

34.92

34.01

33.97

33.79

34.15

33.72

33.60

33.77

33.69

33.69

33.68

33.74

34.43

34.58 3

4.66

34.50

34.36

34.73

34.74

33.73

33.62

33.65 3

3.54 3

3.58

33.33

TC32.85

32.28

32.88

32.30

32.69

32.69

32.19

32.69 3

3.73

33.39

32.88

32.88

33.21

32.98

TC32.91

32.38

32.37

TC32.86

33.14

33.85

33.32

38.08 37.89

34.53

34.46

34.35

34.28

34.34

33.45

38.57

38.34

34.17

33.65

3

30

31

36.98

36.77

37.02

37.03

36.59

36.72

36.98

36.95

36.42

36.58

36.40

36.25

36.84

36.57

36.73

36.02

36.06

36.62

36.29

36.53

36.12

35.82

35.69

35.77

36.26

36.10

36.63

35.70

35.81

35.65 3

6.14

36.17

36.27

36.28

36.44 36.24

36.32 3

6.28

36.48

36.64

36.90

36.41

36.18

36.56

36.22

36.20

36.32

36.56

36.04

36.58

36.01 3

5.93

36.52

36.09

35.36

34.63

35.05

36.22

36.19

36.41

36.23

36.29

36.22

36.05

36.03

35.85

36.54

36.12

36.29

36.59

35.72

35.84

35.83

35.90

35.44

36.00

35.73

36.72

TC37.22

TC37.29

TC37.27

TC37.25

36.81 3

6.81

36.80

37.26

37.23 T

C37.32

TC37.25

36.79

36.85

37.04

TC36.99

36.96

36.87

TC37.27

TC37.24 3

7.19

37.10

37.23

36.84

37.06

36.98

37.01

37.07

37.07

TC37.51

TC37.55

37.03

37.08

TC37.10

37.03

36.68

TC37.18

TC37.29

TC36.71

TC36.57

36.06

36.11

36.62

37.12

39.13

39.02

38.85 38.79

36.23

37.05

36.86

37.19

37.12

TC37.00

TC36.84

TC37.14

36.42 3

6.55

36.07

36.69

36.70

TC36.84

36.41

37.12

36.86

TC36.74

TC36.79

36.42

36.08

36.31

36.38

TC36.85

TC36.86

TC36.52

35.96

36.25 36.81

36.62

36.26

35.98

35.94

TC36.84

TC36.32

TC36.93

36.45

36.95

36.63

36.21

36.13

36.07

36.06

36.03

36.04

35.94

TC36.80

TC36.63

TC36.64

35.94

36.05

36.41

36.38

36.65

36.60

36.24

36.37

36.12

35.91

36.03 3

6.21

36.18

36.23

36.28

36.18

35.89

35.82

35.80

32.69 3

2.91

32.76

32.73

TC32.35 T

C32.86

TC32.79

TC32.31

TC32.66

32.14

32.72 TC33.32

33.28

33.14

TC32.40 31.84 3

2.31

31.74

TC32.23

32.84

32.32 32.37

32.44 3

2.18

36.59

36.52

36.46

36.35

36.79

36.29

36.47

36.37

36.44

36.25

36.40

36.50

37.24

36.41

36.26 3

6.90

36.88 3

6.90

32.81

TC33.29

TC33.61

TC33.80 TC34.05

TC34.04 T

C34.18

TC34.24

TC34.32

TC34.44

TC34.57

TC34.99

34.51

34.45

33.50

33.34

33.92

34.38

34.30

34.09

33.93

33.78

33.64

33.37

3" F.D.

SWBT 8" M.U.T.D.

SWBT 36-4" 'C' P.V.C.

SWBT30" M. T.D.

SWBT 30 MTD

SWBT

1-2"GIP

SWBT 6-4" 'C' PVC

SWBT

8-4" 'C'PVC

24"

ALLEN STREET

BAKER STREET

N. S

AN

JA

CIN

TOST

REET

80' R.O.W.

80' R.O.W.

80' R

.O.W

.

TOP

STR

EETEXISTING ELECT.

TRANSFORMERS

ALTERNATE 1UNDERGROUNDTUNNEL EXTENSION

OUTLINE OFBASEMENT

UNDERGROUNDTUNNEL CONNECTION

EXISTING UNDERGROUNDVAULT

EXISTINGUNDERGROUNDTUNNEL

NORTHCENTRAL

PLANT

STATEJAIL

1200 BAKER STREET

CONCRETE PAVINGRE: CIVIL

ASPHALT BIKE TRAIL

CONC. RETAININGWALL, RE: CIVIL

CONNECT TOEXISTING TRAIL

EXISTING EDGEOF PAVING

ASPHALT BIKE TRAILCONC. CURB & GUTTER

CONC. CURB & GUTTER

UNDERGROUND ELECT.DUCTBACK & EASEMENT

ELECT. TRANSFORMERS& EASEMENT

CENTRAL PLANT YARD

80' R

.O.W

.

S 75 13'30" E 330.00'

S 75 13'30" W 537.08'

N 1

4 46

'30"

E 2

50.0

0'

LEVEL ONE - F.F.E. = 37.50'BASEMENT LEVEL - F.F.E. = 21.50'

RAILROAD TRACKS & CROSSING

CONCRETE DRIVE

MATCH EXIST.GRADE

STREET WIDTHMATCH EXIST. +/-20'-0"+/- 20'-0"

R20'-0"

R30'-

0"

R10'-0" R10'-0"

R10'-0" R10'-0"

R30'-0"

R10'-0"

138'-0" 24'-0" 116'-0" 24'-0"

4'-0"

19'-6

"38

'-0"

4'-6"

12'-0

"2'-

0"

23'-6

"38

'-0"

4'-6"

12'-0

"2'-

0"

R30'-0"

15'-0" 35'-0" 140'-0" 34'-0" 20'-0" 16'-6" 51'-6" 17'-6" 6"

38'-0

"

R5'-0"

OUTLINE OFBASEMENT

WATER METERVAULT, RE: CIVIL

CONC. SIDEWALK

PROPOSED BUILDINGFOOTPRINT

PROPOSED BUILDINGFOOTPRINT

82'-6". 25'-0" 56'-0" 10'-0" 70'-4". 10'-0"

5'-0"

R5'-0" R5'-0"

5'-6"

5'-6"

R5'-0"



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FILE

NAM

E:

DATE

STAM

P:

Pier

ce G

oodw

in A

lexa

nder

& L

invi

lleAl

exan

dria

Atlan

taBo

ca R

aton

Bost

onAu

stin

Dalla

sHo

usto

nLa

s Veg

asLo

s Ang

eles

New

Orlea

ns

PROJECT NUMBER

PROJECT LOCATION


REVISIONS

PROJECT TITLE

REGISTRATIONCOPYRIGHT ©

SHEET TITLE

SHEET NUMBER

ARCHITECT

OWNER

KEY PLAN

ORIGINAL ISSUE DATE

CURRENT ISSUE DATE

Mex

ico C

ity

1001 PRESTON, 5TH FLOORHOUSTON, TX 77002

4/17/15

C:\U

sers

\ero

sipa

l\Doc

umen

ts\A

-HCC

OH

JPC_

R14_

eros

ipal

.rvt

4/17

/201

5 4:

58:5

7 PM

1-A1.00


OVERALL SITE PLAN

HARRIS COUNTY - JOINTCOUNTY/CITY

PROCESSING CENTER

700 NORTH SAN JACINTOST. HOUSTON, TX 77002

HARRIS COUNTY ENGINEERINGDEPARTMENT

713.755.4400

1002005

04/17/15

2015

4/17/15

1" = 30'-0" 1BID PACKAGE 1 - OVERALL SITE PLAN

N0 30'-0" 60'-0" 90'-0"


Notice:NOTICE:

VERIFICATION OF PRIVATE UTILITY LINES

DATE

DATE

DATE

AT&T TEXAS / SWBT APPROVED FOR UNDERGROUND CONDUIT FACILITIES ONLY.

SIGNATURE VALID FOR ONE YEAR

FOR YOUR SAFETY, YOU ARE REQUIRED BY TEXAS LAW TO CALL 811 AT LEAST 48 HOURS

BEFORE YOU DIG SO THAT UNDERGROUND LINE CAN BE MARKED. THIS VERIFICATION

DOES NOT FULFILL YOUR OBLIGATION TO CALL 811.

TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT ENERGY AT

713-207-2222.

CENTERPOINT ENERGY/NATURAL GAS FACILITIES VERIFICATION ONLY. (THIS SIGNATURE

VERIFIES THAT YOU HAVE SHOWN CNP NATURAL GAS LINES CORRECTLY - NOT TO BE

USED FOR CONFLICT VERIFICATION.) (GAS SERVICE LINES ARE NOT SHOWN.)

SIGNATURE VALID FOR SIX MONTHS.

CENTERPOINT ENERGY/UNDERGROUND ELECTRICAL FACILITIES VERIFICATION ONLY. (THIS

SIGNATURE VERIFIES EXISTING UNDERGROUND FACILITIES - NOT TO BE USED FOR

CONFLICT VERIFICATION.)

SIGNATURE VALID FOR SIX MONTHS.


INDEX OF DRAWINGS

SHEET DESCRIPTION

1 COVER SHEET

2 INDEX OF DRAWINGS

3 EXPRESS REVIEW SHEET

NOTES

4 GENERAL NOTES FOR PRECINCTS 1, 2 AND 4

5 GENERAL NOTES FOR CHANNELIZING DEVICES AND BARRICADES

6 CONSTRUCTION NOTES

7 PROJECT SIGN FOR PRECINCT 2

8 OVERALL PROJECT LAYOUT

9 TYPICAL SECTION ALLEN STREET STA 5+00 TO 12+00

10 TYPICAL SECTION BAKER STREET STA 5+00 TO 12+00

11 LIMIT OF DISTURBANCE PLAN

STORM WATER QUALITY

12 STORM WATER POLLUTION PREVENTION PLAN

13 STORM WATER POLLUTION PREVENTION PLAN DETAILS

DRAINAGE AREA MAPS

14 OVERALL DRAINAGE AREA MAP - EXISTING/PROPOSED CONDITION

PLAN AND PROFILE

15 PLAN AND PROFILE ALLEN STREET STA.4+00 TO STA.9+00

16 PLAN AND PROFILE ALLEN STREET STA.9+00 TO STA.12+00

17 PLAN BAKER STREET STA.4+00 TO STA. 9+00

18 PROFILE BAKER STREET STA.4+00 TO STA.9+00

19 GRADING AND DRIVEWAY SUMMARY FOR ALLEN STREET

20 GRADING AND DRIVEWAY SUMMARY FOR BAKER STREET

CONSTRUCTION DETAILS

21 STORM SEWER CONSTRUCTION DETAILS

22 PRECAST CONCRETE STORM SEWER MANHOLE DETAILS

23 TYPE B-B INLET DETAILS

24 CONCRETE PAVEMENT DETAILS -1

25 CONCRETE PAVEMENT DETAILS -2

26 SUBDIVISION DRIVEWAY DETAILS

27 RETAINING WALL DETAILS

28 WATER LINE DETAILS

29 SIGNING AND STRIPING STA 5+00 TO STA.12+00

30 TRAFFIC CONTROL PLAN FOR SIDEWALK

31 SIGNING AND STRIPING DETAILS

32 PAVEMENT MARKING DETAILS -1

33 PAVEMENT MARKING DETAILS -2

34 GENERAL NOTES AND LEGEND TCP

35 STANDARD PAVEMENT MARKING (WORDS) DETAIL

36 STANDARD PAVEMENT MARKING (SYMBOLS) DETAIL

37 STANDARD PAVEMENT MARKINGS WITH REFLECTIVE RAISED PAVEMENT

MARKERS FOR POSITION GUIDANCE

38 REFLECTIVE CHIP SEAL MARKER USE FOR TEMPORARY MARKINGS

39 OVERALL TRAFFIC CONTROL LAYOUT

40 TRAFFIC CONTROL LAYOUT

41 TRAFFIC CONTROL PLAN ONE LANE CLOSURE

42 TRAFFIC CONTROL PLAN ONE LANE CLOSURE PHASE I AND II

43 BICYCLE LANE PAVEMENT MARKINGS

44 TYPICAL CROSSWALK DETAILS

45 CONCRETE PAVEMENT OVER FIVE YEARS IN AGE AND

WHEEL CHAIR RAMP DETAILS

46 PAVEMENT REPAIR DETAILS FOR STREET CUTS




www.pgal.com


Pierce G

oodw

in A

lexander &

Linville


NOTES

NOTES

NOTES

1. REFERENCE SECTIONS - BENTONITE DAMP

PROOFING AND - PERMANENT DRAINAGE.

NOTES

NOTES



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Pierce G

oodw

in A

lexander &

Linville




www.pgal.com


FILE NAME:

DATE STAMP:

Pie

rce G

ood

win

Ale

xan

de

r &

Lin

vill

eA

lexa

nd

ria

Atla

nta

Bo

ca R

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ost

on

Au

stin

Dal

las

Ho

ust

on

Las

Veg

asL

os

An

gel

esN

ew O

rlea

ns

PROJECT NUMBER

PROJECT LOCATION


REVISIONS

PROJECT TITLE

REGISTRATION

COPYRIGHT ©

SHEET TITLE

SHEET NUMBER

CONSULTANT

ARCHITECT

OWNER

KEY PLAN

ORIGINAL ISSUE DATE

CURRENT ISSUE DATE

Mex

ico

City

P:\S

03\2

014\

1402

3-00

HC

CO

H J

oint

Pro

cess

& S

T C

ente

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SIN

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TR -

R14

.rvt

2015

HARRIS COUNTY ENGINEERING

DEPARTMENT

1001 PRESTON, 5TH FLOOR

HOUSTON, TX 77002

713.755.4400

4/17/2015 12:56:09 PM

1-S1.00

ISSUE FOR PRICING & PERMIT

GENERAL NOTES -

PACKAGE #1

HARRIS COUNTY - JOINT

COUNTY/CITY

PROCESSING CENTER

700 NORTH SAN JACINTO

ST. HOUSTON, TX 77002

1002005

04/17/2015

04/17/15

GENERAL STRUCTURAL NOTES

PART I - DESIGN CRITERIA

A. GENERAL BUILDING CODE

1. THE CONSTRUCTION DOCUMENTS ARE BASED ON THE REQUIREMENTS OF THEINTERNATIONAL BUILDING CODE 2012 WITH HOUSTON AMENDMENTS TO THE 2012INTERNATIONAL BUILDING CODE.

B. DEAD LOADS

1. PARTITIONS: AN ALLOWANCE OF 20 PSF OR THE ACTUAL WEIGHT OF THE WALL,WHICHEVER IS GREATER, HAS BEEN MADE FOR PARTITIONS AS A UNIFORMLYDISTRIBUTED DEAD LOAD.

2. HANGING CEILING AND MECHANICAL LOADS: AN ALLOWANCE OF 15 PSF HASBEEN MADE FOR HANGING CEILING AND MECHANICAL EQUIPMENT LOADS SUCH ASDUCT WORK AND SPRINKLER PIPES.

C. LIVE LOADS

1. DESIGN LIVE LOADS ARE BASED ON THE MORE RESTRICTIVE OF THE UNIFORMLOAD LISTED BELOW OR THE CONCENTRATED LOAD LISTED ACTING OVER AN AREA 2.5FEET SQUARE.

a. ASSEMBLY AREAS:1) BENCH SEATS: 100 PSF2) FIXED, INDIVIDUAL SEATS: 60 PSF3) LOBBIES: 100 PSF4) MOVABLE SEATS: 100 PSF

b. BALCONIES (EXTERIOR) AND DECKS: REFER TO NOTE A BELOW.c. CORRIDORS, EXCEPT AS OTHERWISE INDICATED: 100 PSFd. ELEVATOR MACHINE ROOMS: 125 PSF, REFER TO NOTE B BELOW.e. GYMNASIUMS: 100 PSFf. MECHANICAL ROOMS:

1) LARGE ROOMS: 150 PSF, REFER TO NOTE B BELOW.2) AIR HANDLER UNIT ROOMS, ELECTRICAL AND IT CLOSETS: 100

PSF AND REFER TO NOTE B BELOW.g. PENAL INSTITUTIONS:

1) CELL BLOCKS: 40 PSF2) CORRIDORS: 100 PSF

h. RESTROOMS: REFER TO NOTE A BELOW.i. ROOFS:

1) ORDINARY FLAT, PITCHED AND CURVED ROOFS: 20 PSF2) ROOFS SUBJECT TO MAINTENANCE WORKERS: 20 PSF, 300 LBS

j. STAIRS AND EXITS: 100 PSF, 300 LBSk. STORAGE:

1) LIGHT: 125 PSF

NOTES:A. UNIFORM LOAD REQUIRED IS THE SAME AS THE OCCUPANCY SERVED.B. DESIGN CONCENTRATED LOAD IS THAT REQUIRED BY ASSUMED

EQUIPMENT WEIGHT.

2. REDUCTION OF LIVE LOADS:a. LIVE LOADS HAVE BEEN REDUCED USING THE STANDARD PROCEDURE

FROM THE BUILDING CODE.b. FOR LIVE LOADS EXCEEDING 100 POUNDS PER SQUARE FOOT, NO

REDUCTION HAS BEEN MADE, EXCEPT THAT THE DESIGN LIVE LOAD ONMEMBERS SUPPORTING TWO OR MORE FLOORS HAS BEEN REDUCED AMAXIMUM OF 20 PERCENT BUT THE LIVE LOAD IS NOT TO BE LESS THAN THATCALCULATED BY THE FORMULA ABOVE.

D. ELEVATOR LOADS

1. MACHINE BEAM, CAR BUFFER, COUNTERWEIGHT BUFFER, AND GUIDE RAILLOADS: ELEVATOR LOADS TO THE SUPPORTING STRUCTURE HAVE BEEN ASSUMED,INCLUDING MACHINE BEAM REACTIONS, CAR BUFFER REACTIONS, COUNTERWEIGHTBUFFER REACTIONS, AND HORIZONTAL AND VERTICAL GUIDE RAIL LOADS. THEGENERAL CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER FINALELEVATOR SHOP DRAWINGS SHOWING ALL LOADS TO THE STRUCTURE PRIOR TO THEINSTALLATION OF THE ELEVATORS FOR VERIFICATION OF LOAD CARRYING CAPACITY.

E. WIND LOADS

1. WIND PRESSURES ARE BASED ON THE PROVISIONS OF THE AMERICANSOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHERSTRUCTURES, ASCE 7-10 AND THE FOLLOWING CRITERIA:a. ULTIMATE DESIGN WIND SPEED (VULT): 145 MPH (3 SECOND GUST)b. NOMINAL DESIGN WIND SPEED (VASD): 110 MPH (3-SECOND GUST)c. BUILDING RISK CATEGORY: IIId. WIND EXPOSURE CATEGORY: Be. INTERNAL PRESSURE COEFFICIENT (GCPI): +0.18/-0.18

F. FUTURE EXPANSION

1. NO PROVISIONS FOR ANY FUTURE EXPANSIONS HAVE BEEN MADE IN THESTRUCTURAL DESIGN.

PART II - FOUNDATION

A. GEOTECHNICAL REPORT

1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL INVESTIGATIONREPORT AS FOLLOWS MEMORANDUM NO. 2014-076-04, “FOUNDATION DESIGNCONCLUSIONS AND RECOMMENDATIONS, JOINT PROCESSING CENTER, HOUSTON,TEXAS”, DATED OCTOBER 8, 2014 BY ULRICH ENGINEERS, 2901 WILCREST, SUITE 200,HOUSTON, TEXAS 77042, AND REPORT NO. 2014-076—01 “DESIGN GEOTECHNICALREPORT PROPOSED COH AND HARRIS COUNTY JOINT PROCESSING CENTER, HOUSTON,TEXAS” DATED OCTOBER 1, 2014 BY ULRICH ENGINEERS.

2. THE GEOTECHNICAL REPORT IS AVAILABLE TO THE GENERAL CONTRACTORUPON REQUEST TO THE OWNER. THE INFORMATION INCLUDED THEREIN MAY BE USEDBY THE GENERAL CONTRACTOR FOR HIS GENERAL INFORMATION ONLY. THEARCHITECT AND ENGINEER WILL NOT BE RESPONSIBLE FOR THE ACCURACY ORAPPLICABILITY OF SUCH DATA THEREIN.

B. DEEP FOUNDATION TYPE

1. DRILLED PIER FOUNDATION (CAISSONS):a. DESIGN PRESSURES

1) TOTAL LOAD: END BEARING 10,000 PSF2) SKIN FRICTION: 700 PSF STARTING AT 20 FEET BELOW EXISTING

GRADE

C. SHALLOW FOUNDATION TYPE

1. SPREAD FOOTING:a. DESIGN PRESSURES

1) TOTAL LOAD: FOOTINGS AT GROUND LEVEL 4000 PSF NET PRESSURE FOOTINGS AT BASEMENT LEVEL 6000 PSF NET PRESSURE

D. RETENTION SYSTEMS

1. DRILLED RETAINING PIERS:a. DESIGN SOIL PRESSURES. REFER TO THE GEOTECHNICAL REPORT FOR

COMPLETE EARTH PRESSURE DIAGRAMS. THE DRILLED RETENTION PIERSALONG THE PERIMETER BASEMENT WALL ALSO ACT AS THE FOUNDATION PIERS.

E. BASEMENT WALLS

1. DESIGN CRITERIA FOR BASEMENT WALLS NOT AGAINST DRILLED RETENTIONPIERS:a. AT REST SOIL PRESSURE: 72 PSF PER FOOT OF DEPTH.b. THE DESIGN PRESSURES SPECIFIED ABOVE ARE BASED ON DRAINED

BACKFILL WITH NO BUILDUP OF WATER PRESSURE BEHIND THE WALLS.

2. DESIGN CRITERIA FOR BASEMENT WALLS AGAINST DRILLED RETENTION PIERSa. ACTIVE SOIL PRESSURE: 40 PSF PER FOOT OF DEPTH.b. SURCHARGE: WALLS HAVE BEEN DESIGNED FOR A SURCHARGE LOAD

OF AN ADDITIONAL 2 FEET OF SOIL.c. THE DESIGN PRESSURES SPECIFIED ABOVE ARE BASED ON DRAINED

BACKFILL WITH NO BUILDUP OF WATER PRESSURE BEHIND THE WALLS.

F. CONSTRUCTION DEWATERING

1. THE CONTRACTOR SHALL DETERMINE THE EXTENT OF CONSTRUCTIONDEWATERING REQUIRED FOR THE EXCAVATION. THE CONTRACTOR SHALL SUBMIT TOTHE GEOTECHNICAL ENGINEER FOR REVIEW THE PROPOSED PLAN FOR CONSTRUCTIONDEWATERING, PRIOR TO BEGINNING THE EXCAVATION.

PART III - REINFORCED CONCRETE

A. CLASSES OF CONCRETE

1. ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE “CLASSES OFCONCRETE MATRIX” ON SHEET 1-S1.04 UNLESS NOTED OTHERWISE ON THE DRAWINGS.

B. HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS

1. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN ANY CONCRETEPOURS UNLESS SHOWN ON THE DRAWINGS. THE ARCHITECT/ENGINEER SHALLAPPROVE ALL DEVIATIONS OR ADDITIONAL JOINTS IN WRITING.

C. REINFORCING STEEL

1. ALL REINFORCING STEEL WITH BAR SIZES FROM NO. 7 TO NO. 18 SHALLCONFORM TO ASTM A 615, GRADE 75 UNLESS NOTED OTHERWISE ON THE DRAWINGS.ALL OTHER BAR SIZES SHALL CONFORM TO ASTM A 615, GRADE 60 UNLESS NOTEDOTHERWISE ON THE DRAWINGS.

2. GALVANIZED REINFORCING STEEL: PROVIDE REINFORCING STEEL GALVANIZEDACCORDING TO ASTM A 767 CLASS II (2.0 OZ. ZINC PSF WHERE NOTED ON THEDRAWINGS).

3. DEFORMED BAR ANCHORS: AWS D1.1 TYPE C (TABLE 7.1) STUDSMANUFACTURED IN CONFORMANCE WITH SPECIFICATION ASTM A 496 WITH A MINIMUMYIELD STRENGTH 70,000 PSI. REINFORCING BARS SHALL NOT BE SUBSTITUTED FORDEFORMED BAR ANCHORS.

4. HEADED STUD ANCHORS FOR EMBEDDED PLATES: AWS D1.1 TYPE A STUDSMANUFACTURED IN CONFORMANCE WITH SPECIFICATION ASTM A 108 WITH A MINIMUMTENSILE STRENGTH OF 61,000 PSI.

D. REINFORCING STEEL COVERAGE

1. REINFORCING STEEL COVERAGE SHOULD CONFORM TO THE REQUIREMENTSSPECIFIED IN DETAILS LABELED “TYPICAL CLEAR CONCRETE COVER” ON SHEET 1-1S.04UNLESS NOTED OTHERWISE ON THE DRAWINGS. COVER SPECIFIED SHALL BECONSIDERED MINIMUMS THAT MAY REQUIRE INCREASING WHERE REINFORCING STEELINTERSECTS FOR DIFFERENT MEMBER TYPES. COVER IN STRUCTURAL MEMBERS NOTSPECIFIED IN THE DETAILS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. THE REINFORCING STEELDETAILER SHALL ADJUST REINFORCING STEEL CAGE SIZES AT INTERSECTINGSTRUCTURAL MEMBERS AS REQUIRED TO ALLOW CLEARANCE FOR INTERSECTINGREINFORCING BAR LAYERS WITH MINIMUM SPECIFIED COVER.

E. SPLICES AND HOOKS IN REINFORCING STEEL

1. SPLICE LOCATION AND TYPE AND HOOKS FOR WALLS:a. BASEMENT WALLS. VERTICAL BARS SHALL BE CONTINUOUS WITHOUT

ANY SPLICES. HORIZONTAL BARS SHALL HAVE A CLASS B TENSION SPLICE.

PART IV - STRUCTURAL STEEL

A. MATERIAL

1. HOT ROLLED STRUCTURAL MEMBERS: ALL HOT ROLLED STEEL PLATES,SHAPES, SHEET PILING, AND BARS SHALL BE NEW STEEL CONFORMING TO ASTMSPECIFICATION A 6.

2. ASTM SPECIFICATION AND GRADE: UNLESS NOTED OTHERWISE ON THEDRAWINGS, STRUCTURAL STEEL SHALL BE AS FOLLOWS:a. C-SHAPE BEAMS: ASTM A 572, GRADE 50.b. PLATES: ALL PLATES SHALL CONFORM TO ASTM A 36 UNLESS NOTED

OTHERWISE ON THE DRAWINGS.

PART V - SPECIAL INSPECTIONS

A. THE OWNER’S TESTING LABORATORY SHALL PROVIDE SPECIAL INSPECTION SERVICESIN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING ITEMS.

1. CONCRETE CONSTRUCTION:a. CONCRETE WORKb. CONTINUOUS INSPECTION OF REINFORCING STEEL PLACINGc. FORMWORKd. REINFORCING STEEL PLACEMENTe. SHOTCRETE WORK

2. SOILS:a. PREPARED EARTH FILL

3. DEEP FOUNDATIONS:a. PIER FOUNDATIONS

B. STATEMENT OF SPECIAL INSPECTIONS

1. SPECIAL INSPECTION IS REQUIRED FOR THE ITEMS LISTED ABOVE. REFER TOSPECIFICATION SECTION 014529 FOR TYPE AND EXTENT OF EACH SPECIAL INSPECTIONAND EACH TEST. THE SPECIFICATION ALSO INDICATES WHETHER CONTINUOUS ORPERIODIC INSPECTION IS REQUIRED FOR THE ITEMS LISTED ABOVE ADDITIONALINFORMATION.

PART VI - SUBMITTALS

A. SUBMITTAL LIST AND SCHEDULE

1. THE GENERAL CONTRACTOR SHALL PREPARE A DETAILED LIST AND SCHEDULEOF ALL SUBMITTAL ITEMS TO BE SENT TO THE STRUCTURAL ENGINEER PRIOR TO THESTART OF CONSTRUCTION. THIS LIST SHALL BE UPDATED AND REVISED AND KEPTCURRENT AS THE JOB PROGRESSES. THE SUBMITTAL LIST SHALL BE ORGANIZED ASSHOWN BELOW:a. SHOP DRAWINGSb. DESIGN CALCULATIONSc. PRODUCT DATA, CERTIFICATES, REPORTS, AND OTHER LITERATURE

B. SUBMITTALS TO BE PROVIDED TO STRUCTURAL ENGINEER

1. STRUCTURAL SUBMITTALS: IN ADDITION TO THE SUBMITTALS REQUIRED BYTHE STRUCTURAL SPECIFICATIONS, THE FOLLOWING SUBMITTALS SHALL BE PROVIDED:a. LAYOUT OF EMBEDDED ITEMS (PLATES, ANGLES, BOLTS, ETC.) OR

ITEMS ATTACHED TO THE STRUCTURAL FRAME FOR ATTACHMENT OF OTHERITEMS.

b. LAYOUT OF MECHANICAL, ELECTRICAL, AND PLUMBING OPENINGS.c. LAYOUT OF PENETRATIONS IN BEAMS AND WALLS.

2. DEFERRED SUBMITTALS:a. THE FOLLOWING ITEMS ARE CONSIDERED DEFERRED SUBMITTALS BY

THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE:1) FORMWORK, SHORING, AND BACKSHORING (S&S, REC)2) EXCAVATION RETENTION (TEMPORARY) (S&S, REC).

NOTES:

(S&S) ITEMS MARKED THUS SHALL HAVE THE SHOP DRAWINGS ANDDELEGATED DESIGN SUBMITTALS (INCLUDING CALCULATIONS) SEALED PER THEPROJECT SPECIFICATIONS BY AN ENGINEER REGISTERED IN THE STATE WHERETHE PROJECT IS LOCATED.

(REC) ITEMS MARKED THUS SHALL BE SUBMITTED TO ENGINEER FORRECORD ONLY AND WILL NOT HAVE THE ENGINEER’S SHOP DRAWING STAMPAFFIXED.

b. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTEDTO THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE FORWARDED TOTHE BUILDING OFFICIAL.

c. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEDEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDINGOFFICIAL.

3. SUBMITTALS WITH IMPACT TO STRUCTURE:a. ELEVATORSb. CONSTRUCTION AND CONTROL JOINT LOCATIONS

4. SUBMITTAL REQUIREMENTS:a. ALL SHOP DRAWINGS MUST BE REVIEWED AND ELECTRONICALLY

STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL.b. CONTRACTOR SHALL PROVIDE THE SUBMITTAL IN ELECTRONIC

PORTABLE DOCUMENT FORMAT (PDF) PER THE SPECIFICATIONS.c. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS

REQUIRED BY THE CONTRACT DOCUMENTS TO BE FURNISHED SHALL NOTRELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING ANDINSTALLING SUCH MATERIALS, REGARDLESS OF WHETHER THE SHOP DRAWINGSHAVE BEEN REVIEWED AND APPROVED.

C. REPRODUCTION

1. THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THESE CONTRACTDOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, ORMATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIRACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATESTHEMSELVES TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORSTHAT MAY OCCUR HEREON.

PART VII - MISCELLANEOUS

A. CONTRACT DOCUMENTS

1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALLCONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TOALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOPDRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THEFIELD.

2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENTTHE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOTINDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALLSUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALLCONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE.

3. OPENINGS THROUGH FLOORS, ROOFS, AND WALLS FOR DUCTS, PIPING,AND/OR CONDUIT SHALL BE COORDINATED BY THE CONTRACTOR. CONTRACTOR SHALLVERIFY SIZES AND LOCATIONS OF HOLES AND OPENINGS WITH THE MECHANICAL,ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS AND THE RESPECTIVESUBCONTRACTORS.

4. REFER TO DRAWINGS OTHER THAN STRUCTURAL FOR COMPLETEINFORMATION INCLUDING: OPENINGS IN STRUCTURAL WALLS AND FLOORS REQUIREDBY ARCHITECTURAL AND MEP FEATURES, ETC.

5. WHERE MEMBER LOCATIONS ARE NOT SPECIFICALLY DIMENSIONED, MEMBERSARE EITHER LOCATED ON COLUMNS LINES OR ARE EQUALLY SPACED BETWEENLOCATED MEMBERS.

6. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR SPECIFIED ON THEDRAWINGS OR IN THE SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAMECHARACTER AS SHOWN OR SPECIFIED IN SIMILAR CONDITIONS.

B. DRAWING CONFLICTS

1. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL ANDSTRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCY BETWEEN EACH SET OFDRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEERPRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS.

C. CONFLICTS IN STRUCTURAL REQUIREMENTS

1. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE STRUCTURALCONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES, ANDSPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER,SHALL GOVERN.

D. EXISTING CONDITIONS

1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONSOF THE EXISTING BUILDING AT THE JOB SITE AND REPORT ANY DISCREPANCIES FROMASSUMED CONDITIONS SHOWN ON THE DRAWINGS TO THE ARCHITECT AND ENGINEERPRIOR TO THE FABRICATION AND ERECTION OF ANY MEMBERS.

2. WORK SHOWN ON THE DRAWINGS IS NEW, UNLESS NOTED AS EXISTING.

3. EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS WAS OBTAINED FROMEXISTING CONSTRUCTION DOCUMENTS AND LIMITED SITE OBSERVATION. THESEDRAWINGS OF EXISTING CONSTRUCTION ARE AVAILABLE FOR CONTRACTOR USE.HOWEVER, THE AVAILABLE DRAWINGS OF EXISTING CONSTRUCTION ARE NOTNECESSARILY COMPLETE. THE CONTRACTOR SHALL FIELD VERIFY ALL PERTINENTINFORMATION.

4. EXISTING SHALLOW SPREAD FOOTINGS FROM A PREVIOUS EXISTING BUILDINGARE STILL PRESENT ON THE SITE. HOWEVER, THE NUMBER, SIZE, LOCATIONS ANDDEPTHS ARE UNKNOWN. THESE EXISTING SPREAD FOOTINGS ARE TO BE REMOVEDCOMPLETELY.

5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES PRIORTO THE START OF CONSTRUCTION AND TAKE CARE TO PROTECT EXISTING UTILITIESTHAT ARE TO REMAIN IN SERVICE.

6. THE CONTRACTOR SHALL REPAIR ALL DAMAGE CAUSED DURINGCONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP TO RESTORECONDITIONS TO LEVELS ACCEPTABLE TO THE ARCHITECT.

E. ADJACENT BUILDINGS AND PROPERTY

1. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTIONMETHODS USED WILL NOT CAUSE DAMAGE TO THE ADJACENT BUILDINGS ANDPROPERTY. THIS SHALL INCLUDE ALL FOUNDATION INSTALLATION.

2. THE GENERAL CONTRACTOR IS ADVISED TO PERFORM ALL PHOTOGRAPHICSURVEYS AND OTHER DOCUMENTATION OF THE ADJACENT BUILDINGS BEFORE THESTART OF AND DURING CONSTRUCTION.

F. RESPONSIBILITY OF THE CONTRACTOR FOR CONSTRUCTION LOADS

1. THE STRUCTURE HAS BEEN DESIGNED FOR THE LOADS IDENTIFIED WITHINTHESE STRUCTURAL DRAWINGS THAT ARE ANTICIPATED TO BE APPLIED TO THE FINALSTRUCTURE ONCE COMPLETED AND OCCUPIED. THE CONTRACTOR SHALL NOTOVERLOAD THE STRUCTURE DURING CONSTRUCTION OR GROUND LEVEL ADJACENT TOOR IN THE VICINITY OF THE CANTILEVERED DRILLED RETENTION AND FOUNDATIONPIERS ALONG THE PERIMETER OF THE BASEMENT. THE CONTRACTOR SHALL BERESPONSIBLE FOR CHECKING THE ADEQUACY OF THE STRUCTURE TO SUPPORT ANYAPPLIED CONSTRUCTION LOADS, INCLUDING THOSE DUE TO CONSTRUCTION VEHICLESOR EQUIPMENT, MATERIAL HANDLING OR STORAGE, SHORING OR RESHORING, OR ANYOTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL SUBMIT CALCULATIONSSIGNED AND SEALED BY AN ENGINEER LICENSED IN THE STATE WHERE THE PROJECT ISLOCATED VERIFYING THE ADEQUACY OF THE STRUCTURE FOR ANY PROPOSEDCONSTRUCTION LOADS THAT ARE IN EXCESS OF THE STATED DESIGN LOADS. THESTRUCTURAL ENGINEER IS NOT RESPONSIBLE TO DESIGN OR CHECK THE STRUCTUREFOR LOADS APPLIED TO THE STRUCTURE FOR ANY CONSTRUCTION ACTIVITY.

G. CONTRACTOR SUBSTITUTIONS

1. ANY MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL THAT AREDIFFERENT FROM THE MATERIAL OR PRODUCTS SPECIFIED IN THE STRUCTURALCONTRACT DOCUMENTS WILL BE APPROVED ONLY IF THE FOLLOWING CRITERIA ARESATISFIED:a. A COST SAVINGS TO THE OWNER IS DOCUMENTED AND SUBMITTED

WITH THE REQUEST.b. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE

INTERNATIONAL CODE COUNCIL (ICC) AND THE ICC REPORT IS SUBMITTED WITHTHE REQUEST.1) THE ICC ESR THAT IS SUBMITTED MUST REFERENCE THE

BUILDING CODE UNDER WHICH THE PROJECT IS PERMITTED.2) ICC REPORTS THAT HAVE BEEN DISCONTINUED AT THE TIME OF

PRODUCT INSTALLATION WILL NOT BE ACCEPTED.

2. SUBMITTALS NOT SATISFYING THE ABOVE CRITERIA WILL NOT BE CONSIDERED.

H. THE STRUCTURAL ENGINEER’S ROLE DURING CONSTRUCTION

1. THE ENGINEER SHALL NOT HAVE CONTROL NOR CHARGE OF, AND SHALL NOTBE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES,OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITHTHE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, ORANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANYOF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACTDOCUMENTS.

2. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF WALTER P.MOORE AND ASSOCIATES IS SOLELY FOR THE PURPOSE OF BECOMING GENERALLYFAMILIAR WITH THE PROGRESS AND QUALITY OF THE WORK COMPLETED ANDDETERMINING, IN GENERAL, IF THE WORK OBSERVED IS BEING PERFORMED IN AMANNER INDICATING THAT THE WORK, WHEN FULLY COMPLETED, WILL BE INACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITEOBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TOCHECK THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORTTO KEEP THE OWNER REASONABLY INFORMED ABOUT THE PROGRESS AND QUALITY OFTHE PORTION OF THE STRUCTURE COMPLETED.

PART VIII - DRAWING INTERPRETATION

A. DRAWING VIEWS LABELED AS “TYPICAL”

1. PARTIAL PLANS, ELEVATIONS, SECTIONS, DETAILS, OR SCHEDULES LABELEDWITH “TYPICAL” AT THE BEGINNING OF THEIR TITLE SHALL APPLY TO ALL SITUATIONSOCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSESPECIFICALLY SHOWN. THE APPLICABILITY OF THE CONTENT OF THESE VIEWS TOLOCATIONS ON THE PLAN CAN BE DETERMINED FROM THE TITLE OF THE VIEWS. SUCHVIEWS SHALL APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION.DECISIONS REGARDING APPLICABILITY OF THESE “TYPICAL” VIEWS SHALL BEDETERMINED BY THE STRUCTURAL ENGINEER.

B. STRUCTURAL ABBREVIATIONS, SYMBOLS, AND NOTATIONS

1. REFER TO SHEET 1-S1.03 FOR ABBREVIATIONS, SYMBOLS, AND NOTATIONSUSED ON THE STRUCTURAL DRAWINGS.


A

A

B

B

C

C

D

D

E

E

F

F

44

55

66

77

88

99

5" SLAB-ON-GRADE OVER WATERPROOFINGAND A 3" THICK CONCRETE SEAL SLAB.REINF WITH #3@15" EACH WAY. REFER TOTYPICAL DETAILS AND GEOTECH DWGS FORUNDERSLAB DRAINAGE SYSTEM.

PROVIDE SLABTURNDOWN AT CMUWALLS, TYP.

TY

P@

30

'-0"

BA

YS

6@

5'-0"

=

30'-0"

5'-0"

30'-0" 40'-0"

30'-0"

30'-0"

40'-0" 40'-0" 40'-0"

7@

5'-0"

=

35'-0"

4'-6"

5'-2"

6@4'-10" = 29'-0"

2'-9"

3'-9"

1'-0"

30'-0"

30'-0"

30'-0"

1'-0"

1'-2"

4'-8"

5@

4'-10"

3'-6"

3'-6"

3'-6"

2@

4'-10 1

/2"

5'-0"

4'-9"

2'-1"

CL PIERS

8"

11'-3"

6'-3"

3'-1"

1'-0"

8'-3" 2'-9"

5'-0" 4'-9" 1'-3"

STEP INWALL FTG

11'-5"

1'-2"

STEPIN WALLFOOTING

TYP AT 40'-0" BAYS

8 AT 5'-0" = 40'-0"

EXISTINGMECHANICALVAULT ANDFOUNDATION

2'-0"

14'-0"

2'-0"

1'-6"

2'-1 1

/2"

8'-10 1

/2"

1'-6"

1'-6" 4'-2 1/8" 17'-0 7/8"

2'-0" 24'-3" 2'-0"

2'-9"

30'-0"

5'-0"

C LP

IER

S

2'-9" 3'-3" 5'-0"

5'-0"

4@5'-0" = 20'-0" 15'-0"

5'-2"

C LP

IER

S

CL PIERS

C LP

IER

S

C LP

IER

S

CL PIERS

CL PIERS

1'-0"

2'-9"

21'-7"

3'-3"

5'-0"

CL PIERS

4@

5'-0"

=

20'-0"

4'-10"

1'-0" 6@4'-10" = 29'-0"

10'-0" 4'-6 1/2" 14'-6 1/2"

12'-11"

C LF

OO

TIN

GS

&C

OLU

MN

S

1'-0"

1'-0"

4'-3" 8'-0" 2'-9"

1'-0" 29'-0"

CL PIERS

5'-0"

1'-0"

3'-0"

4'-0"

1'-6"

6 @ 4'-10" = 29'-0"

NEW TUNNEL, REFERTO SHEET 1-S6.01FOR PLAN

30'-0" 40'-0" 40'-0" 40'-0" 40'-0"

190'-0"

F12

F18

F6 F6

F6 F6

F16

F4.5 F4.5 F4.5

F18

F18

F15TOP OF FTGTYP UNO

-3'-0"

F14F16

F15F14

9'-0" 11'-10"

8'-10"

11'-2"

30'-0"

30'-0"

30'-0"

30'-0"

F16 F16

4"

3@

5'-0"

=

15'-0"

C LP

IER

P4____(-50.00)

P4____(-50.00)

P4____(-50.00)

P4____(-50.00)

P4____(-50.00)

TYP AT 40 FOOT BAYS

8@5'-0" = 40'-0"

P4____(-50.00)

P4____(-23.50)

P4____(-50.00)

P4____(-23.50)

P4____(-23.50)

P4____(-23.50)

10'-0" 20'-0" 10'-0"

CL PIERS CL PIERS

4@

5'-0"

= 2

0'-0"

1'-4"

P4____(-23.50)

P4____(-23.50)

P2___(-3.50)

P4___(-23.50)

P2___(-23.50)

P2___(-23.50)

P2___(-23.50)

P2___(-13.50)

P4____(-23.50)

TOP OFSTRIP FTG

-6'-9"

TOP OFSTRIP FTG

-4'-9"

TOP OFSTRIP FTG

-6'-9"2'-0"

8"

2'-0"

2'-0"

SUMP PIT, REF TYPDETAIL & 15/1-S5.00FOR COVER DETAILS

22'-6" 2'-9"STEP INFOOTING

STEP INFOOTING

2'-9"

C.8 D.6

15

1-S5.00

13

1-S5.00

TOP OF FTG

-6'-2"

TOP OF FTG

-6'-2"

12

1-S5.01

20°

8

1-S5.00

TYPUNO

8

1-S5.00

TYPUNO1-S5.01

2

TOP OFSTRIP FTG

-4'-0"

8

1-S5.00

TYPUNO

8

1-S5.00

1-S5.00

11

1-S5.00

11OPH

9

1-S5.00

20'- 0"

TYPUNO

TO STRIPFOOTINGTYP UNO

-3'-0"

8

1-S5.00

8

1-S5.00

P4____(-23.50)P4___

(-33.50)1'-0"

8'-0"

1'-0"10'-0"

P4___(-33.50)

C LP

IER

S

POUR ELEVATORPIT SLAB MONOLITHICWITH SPREAD FOOTINGS

TYP

2'-0"

TYPUNO

TYP UNO

REFER TO SHEET1-S2.01 FOR PIERTYPE AND BOTTOMELEVATION

14'-8"

2'-9"

12'-7"

P3____(-23.50)TYP UNO ALONGBASEMENT WALL

TY

P @

30'-0

" B

AY

S

6 @

5'-0"

= 3

0'-0"

CL FOOTINGS& COLUMNS

COLUMN TYPEB TYPE REFERTO PLAN NOTE 5

9'-0"

P3____(-23.50)TYP

P3____(-23.50)TYP

21'-10"

CL FOOTINGS& COLUMNS

C LF

OO

TIN

GS

& C

OLU

MN

S

COLUMN TYPEB REFER TOPLAN NOTE 5

COLUMN TYPEB REFER TOPLAN NOTE 5

CO

L TY

PE A

RE

FER

TO

PLA

N

NO

TE NO

. 5

TYP U

NO

13

1-S3.02

2'-3"

TOP OFPIT SLAB

-4'-0"

6

1-S3.04

8'-9" 8'-11" 8'-11" 8'-9"

3'-2" 35'-4" 1'-6"

11'-5"

11'-0 5

/8"

4 3

/8"

CL ELEVATORDIVIDERBEAMEMBEDS

AT DIVIDERBEAMEMBEDS

4

1-S3.04TYP

TOP OFPIT SLAB

-6'-1"

NOTETHE CONTRACTOR SHALL FIELD VERIFYTHE DIMENSIONS, LOCATION, EXTENT &ELEVATIONS OF THE EXISTINGMECHANICAL VAULT AND UNDERGROUNDUTILITIES AROUND THE SOUTH AND WESTSIDE OF THE SITE PRIOR TO BEGINNINGCONSTRUCTION.

3

1-S5.01

1'-6"

1'-6"

1'-6"

3

1-S5.01

1'-6"

1'-6"

1'-6"1'-6"

16'-3"

1'-2"

C LS

UM

P P

IT

36"Øx5'-6" SUMP PITREFER TO 14/S-3.03.REFER TO PLUMBING &GEOTECH DWGS FORADDL DETAILS

TRENCH DRAIN, COORDINATELOCATION & DETAILSW/ PLUMBING DRAWINGS

4

1-S5.01

8'-10 5/8" 8'-2"

2'-9"

1'-0"

4'-0"

16'-3"

TOP OFSTRIP FTG

-4'-9"

7'-3"

6'-9"

6'-6"

6'-9"

48"Øx8'-0"DEEP PIT

36"Øx8'-0"DEEP PIT



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PROJECT NUMBER

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REVISIONS

PROJECT TITLE

REGISTRATION

COPYRIGHT ©

SHEET TITLE

SHEET NUMBER

CONSULTANT

ARCHITECT

OWNER

KEY PLAN

ORIGINAL ISSUE DATE

CURRENT ISSUE DATE

Mex

ico

City

P:\S

03\2

014\

1402

3-00

HC

CO

H J

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Pro

cess

& S

T C

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tion\

Dra

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evit

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CC

OH

JT

PR

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ES

SIN

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TR -

R14

.rvt

2015


DEPARTMENT


HOUSTON, TX 77002

713.755.4400

4/17/2015 12:57:34 PM

1-S2.00


BASEMENT LEVEL AND

FOUNDATION PLAN -

PACKAGE #1


COUNTY/CITY

PROCESSING CENTER



1002005

04/17/2015

04/17/15

1/8" = 1'-0"1BASEMENT LEVEL AND FOUNDATION PLAN

FOUNDATION PLAN NOTES:

1. THE BASEMENT LEVEL REFERENCE FINISH FLOOR ELEVATION IS 21.50RELATIVE TO MEAN SEA LEVEL WHICH IS 16'-0" BELOW THE LEVEL 1REFERENCE FINISH FLOOR ELEVATION. WHICH IS 37.50 MEAN SEA LEVEL.

2. REFER TO SHEET 1-S4.01 FOR THE SPREAD FOOTING SCHEDULE ANDFOOTING DETAILS. NOTATION THUS: "FX" INDICATES THE SCHEDULEDSPREAD FOOTING. NOTATION THUS: -3'-0" INDICATES IN UNITS OF FEETAND INCHES THE LOCATION OF THE TOP OF THE SPREAD FOOTING ORSTRIP FOOTING BELOW BASEMENT LEVEL REFERENCE FINISH FLOOR.

3. REFER TO SHEET 1-S4.02 FOR DRILLED PIER SCHEDULE AND PIER DETAILS.NOTATION THUS: P2 (-23.50) DENOTES A TYPE P2 PIER WITH THE BOTTOMOF THE PIER AT ELEVATION -23.50 RELATIVE TO MEAN SEA LEVELELEVATION 0.0. REFER TO SHEET 1-S2.01 FOR THE LOCATION OF DRILLEDPIERS WITHOUT DIMENSIONS.

4. FUTURE COLUMNS AND FOOTINGS SHALL BE CENTERED ON THEINTERSECTION OF GRIDLINES OR AS INDICATED ON THE PLAN.

5. FOR SLAB-ON-GRADE BLOCKOUTS AT COLUMNS, ALL COLUMNSSHALL BE ASSUMED TO BE TYPE A 30"x30", UNLESS INDICATED ON PLANAS TYPE B 14"x14".

6. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING,AND GEOTECH DRAWINGS FOR ADDITIONAL INFORMATION AND DETAILS.

7. REFER TO GENERAL NOTES, TYPICAL DETAILS, AND SPECIFICATIONS FORADDITIONAL INFORMATION AND DETAILS.


A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

11

22

33

44

55

66

77

88

99

G.5

G.5

H.4

H.4

2.6

BASEMENTWALL BELOWAND FACE OFPIER CAP,TYP UNO

1'-0"

1'-0"

4'-6" 6'-6"

6'-0"

CL COLS &FTGS

C LC

OLS

&F

TG

S

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

30'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0"

NOTE:REFER TO 4/1-S5.10FOR DEEPER PIER CAPAT COLUMNS ALONGBASEMENT WALL, TYP UNO

11'-10 1

/2"

18'-1 1

/2"

15'-0 1/2" 24'-11 1/2"

2'-0"

CL COLUMNS &FOOTINGS

20'-0" 20'-0"

12'-8"

7'-8"

9'-3"

1'-6"

4'-2 1/8"

17'-0 7/8" 1'-6"

EXISTINGMECHANICALVAULT ANDFOUNDATIONBELOW GROUND

1'-6"

8'-10 1

/2"

2'-1 1

/2"

1'-6"

2'-9" 5'-0" 5'-0" 2'-9"

7'-9" 7'-9"

TY

P U

NO

5'-2"

24'-10"

2'-9"

C LP

IER

S

BASEMENT WALLBELOW & FACEOF PIER CAP,TYP UNO

3'-3" 5'-0"

2'-9"

2'-3"

2'-9"

2'-3"

2'-9" 2'-3"

TO PILE CAP

-3'-6"

3'-1"

STEP INPIER CAP

1'-3" 3'-9"

4'-0"

1'-0"

2'-9"5'-0"

5'-0"2'-9"

1'-0"

3'-9"

2'-9" 5'-0" 5'-0" 2'-9" 2'-9" 5'-0" 5'-0" 2'-9"

5'-0"

WORK POINT

WORK POINT

WORK POINT

CLPIE

RS

CL BEAM

8'-0

"

49° 1

4' 1

1"

1'-0"

2'-9" 5'-0" 5'-0" 2'-9"CL BEAM

9° 46' 57"

C LP

IER

S

9°

46' 5

7"

1'-0"

TY

P

2'-0"

9'-6"

C LP

IER

S

CL COL &BEAM

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

6'-10 1

/2"

2'-0"

14'-0"

2'-0"

2'-0"24'-3"

2'-0"

30'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 20'-0" 20'-0" 15'-0 1/2" 24'-11 1/2"

CROSS SHAPEDTRANSFER BEAM(PIER CAP AND BEAMS)WHEN SHOWN ON PLANTYP

1'-0"

WORK POINT

2'-0"

7'-9"

9'-9"

8'-7"

7'-9"

4'-0"

6"

F11x10F21x10 F21x10 F21x11 F21x11 F21x11 F22x11

F14x10 F13F16

F15F13

F18

F18

F13F15F15

F13F14x10

F20

F22 F21x11

F21x11

F21x11F22

F22F21x11

F28x11

F10

F15F18

F20

F26x12

F36x11.5

F6

F6

F6

F6

F6

F21x11F22

20'-0" 20'-0"

CL FTG

F6

C LF

TG

F6F6

CL FTG

20'-0" 20'-0"

15'-6" 15'-6" 9'-0"

F6

CL FTG

5'-5 1

/2"

F6

CL FTG

20'-0" 20'-0"

F6

F6

TOP OF SPREADFTG TYP UNO

-3'-0"

PIL

E C

AP

SLO

PE

S

15'-7"

14'-2"

6'-7"

3'-6 3/8"

2'-10 3

/8"

10'-0 5

/8"

C LF

TG

C LF

TG

8'-8 1

/4"

2'-10 3

/8"

CL FTG

3'-6 5/8"

NEW TUNNEL, REFERTO SHEET 1-S6.01 FORPLAN & DETAILS

F6

CL FTG

20'-0" 20'-0"

F4.5

CL FTG

17'-0" 13'-0"

C LF

TG

6"

6"

C LF

TG

6"

C LF

TG

6"

C LF

TG

6"C L

FT

G

C LF

TG

B10

PC11

CB

10

2'-9" 5'-0" 2'-9"

CL COL & BEAMS

3'-6" 1'-6"

(2)-TYPE P2(-33.50)

B9

CB

9

PC10

2'-0"

TY

PU

NO

TYPUNO

CL COL & BEAMSTYP UNO

(3)-TYPE P2(-33.50)

(3)-TYPE P2(-33.50)

B9

CB

9

PC10

(4)-TYPE P1(-33.50)

CC1-3'-0"

B9

CB

9

PC10

NOTE:TOP OF ALL CROSSSHAPED PIER CAPS &TRANSFER BEAMS TOBE LOCATED 3'-0"BELOW LEVEL 1 REFFIN FLOOR, TYP UNO

(3)-TYPE P2(-33.50)

PC

2

TY

TP

UN

O

7'-9"

TY

P U

NO

7'-9"

7'-9"

7'-9"

PC

2P

C2

PC

2

10'-10" 19'-11"

(LEDGE FOR FUTURE ELEVATOR PIT)

30'-9"

PC9

12'-9 1/2" 22'-9 1/2"

SCHEDULED PIER CAP PC9

PC2

10'-0" 20'-0" 10'-0"

20'-0"

2'-3"

C LP

IER

S

TO PIER CAP

-2'-6"TO PIER CAP

-2'-6"

12'-9" 14'-6" 12'-9"

CL PIERS &PIER CAP

END OFPIER CAP

PC2

7'-7" 7'-9"

PC1

PC

1P

C1

PC

1

6'-3"

SC

HE

D P

IER

CA

P P

C1

NOTE:EXTEND DEEPERPIER CAP OVERTHIS PIER

8"

NOTE:TOP OF ALL PIER CAPS& CAP BEAMS ALONGBASEMENT WALL 2'-6"BELOW LEVEL 1 REF FINFLOOR TYP UNO ON PLANOR SECTIONS

PC

1P

C1

7'-7" 7'-9"

PC3

2'-0"

1'-0"

5'-2"

C LP

IER

S

2'-9" 5'-0" 5'-0" 2'-9"

CB

2B

2

PC4

2'-3"

2'-9"

PC5

CB

4

B4

CB

5

8'-0" 2'-9"

PC7

7'-9" 7'-9"

B3CB3

CB3 B3 PC7CL PIER

7'-9"

BEAM PIER CAPS/CAP BEAMEND OFSCHEDBEAM

END OF SCHEDPIER CAP &SCHED BEAM

B5

PC6

B6

CB

6

PC8

C.8 D.6

31'-0"

CL COL &BEAM

21'-10"

30'-10" 18'-2"

CB

8B

7

5'-0"

2'-3"

2'-9"

CLPIER CB

7

TO BEAM& PIER CAP

-2'-6"

CB

7

7'-9" 7'-9"

5'-2"

PC10

C LP

IER

S

8'-3"

12'-7"

21'-7"

EDGE OF FUTURELEVEL 1 STRUCTURE

1'-6 5/8"

4'-4"

15'-2"

EDGE OFFUTURE LEVEL 1STRUCTURE

1'-6 5/8"

7'-4"

6 5/8"

3'-3 1

3/1

6"

1'-6 5/8"

15'-5"

6'-4 1

/2"

F4.5

CL FTG


1

1-S5.10


5

1-S5.10

TYP ATCOLS UNO

TYPE P2(-8.50)

TYPE P2(-8.50)

8

1-S5.10

TYPUNO

15

1-S5.10

TYPUNO

1

1-S5.10

TYPUNO

EDGE OFFUTURE LEVEL 1STRUCTURE

6 5/8"

1

1-S5.11

9'-6"

1

1-S5.10TYPUNO

1

1-S5.10

TYPUNO

4

1-S5.11

4

1-S5.119

1-S5.00

1'-0"

12

1-S5.11

6

1-S5.10

4'-7" 5'-11"

PC12

PC12

7

1-S5.1011

1-S5.10

B7

7

1-S5.10

SIM

2

1-S5.11

2

1-S5.11 3

1-S5.11

TYP

1'-0"

13'-6"

6'-0"

13

1-S5.10

EDGE OF FUTURELEVEL 1 LOADINGDOCK

1'-2 1/4"

EDGE OFFUTURELEVEL 1STRUCTURE

5

1-S5.11

2'-0

"

CB1

NOTE:POUR FOOTING AND TRANSFERBEAM MONOLITHIC. REFER TO5/1-S5.11 FOR ADDITIONAL REINF.

NOTE:POUR COL CAP AND TRANSFERBEAM MONOLITHIC. REFER TO5/1-S5.11 FOR ADDITIONAL INFO

TYP UNO

PC1

B1

-4'-0"TO SPREAD FOOTINGALONG GRIDLINE G.5AT GRIDLINES 2, 3, 4,5, 6, 7, AND 8

TOP OFSPREAD FTG

-4'-6"



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nta

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nB

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stin

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Ho

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on

Las

Veg

asL

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An

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esN

ew O

rlea

ns

PROJECT NUMBER

PROJECT LOCATION


REVISIONS

PROJECT TITLE

REGISTRATION

COPYRIGHT ©

SHEET TITLE

SHEET NUMBER

CONSULTANT

ARCHITECT

OWNER

KEY PLAN

ORIGINAL ISSUE DATE

CURRENT ISSUE DATE

Mex

ico

City

P:\S

03\2

014\

1402

3-00

HC

CO

H J

oint

Pro

cess

& S

T C

ente

r\3-D

ocum

enta

tion\

Dra

win

gs\R

evit

Stru

ctur

e\H

CC

OH

JT

PR

OC

ES

SIN

G C

TR -

R14

.rvt

2015


DEPARTMENT


HOUSTON, TX 77002

713.755.4400

4/17/2015 12:56:16 PM

1-S2.01


LEVEL 1 FRAMING PLAN -

PACKAGE #1


COUNTY/CITY

PROCESSING CENTER



1002005

04/17/2015

04/17/15

3/32" = 1'-0"1LEVEL 1 FRAMING PLAN

LEVEL 1 PLAN NOTES:

1. REFER TO FOUNDATION PLAN NOTES ON SHEET1-S2.00 FOR ADDITIONAL NOTES.

2. THE LEVEL 1 REFERENCE FINISH FLOOR ELEVATION IS37.50 RELATIVE TO MEAN SEA LEVEL.

3. REFER TO SHEET 1-S4.01 FOR THE SPREAD FOOTING ANDCOLUMN CAP SCHEDULES. THE LOCATIONS OF THE TOPS OFTHE FOOTINGS AND COLUMN CAPS RELATIVE TO THE LEVEL 1REFERENCE FINISH FLOOR IN UNITS OF FEET AND INCHES AREINDICATED ON THE PLAN. FUTURE COLUMNS AND COLUMNCAPS SHALL BE CENTERED ON THE INTERSECTION OF THEGRIDLINES OR AS INDICATED ON THE PLAN.

4. REFER TO SHEET 1-S4.03 FOR THE CONCRETE BEAM AND PIERCAP SCHEDULES. THE LOCATIONS OF THE TOPS OF THEGRADE BEAMS AND PIER CAPS RELATIVE TO THE LEVEL 1REFERENCE FINISH FLOOR IN UNITS OF FEET AND INCHES AREINDICATED ON THE PLAN.


A A

EQEQ

2'-0"

RE

F P

LA

N

SLA

B T

HIC

KN

ES

S

[3'-0"

MIN

]

VA

RIE

S,

RE

F P

LA

N16'-0"

(NT

S)

1'-6"

1'-6"

BASEMENT LEVELREF FIN FLR

TOP OFFOOTING

SLAB ON GRADEREF PLAN

#4 @12"

1'-0"

6"

4-#5 CONT ALONG EDGE

POUR SLAB EDGEDOWN ONTO TOPOF FOOTING

CONT WATERSTOP

CONT STRIP FOOTING

#4 VERT DWLS @12"

1'-0"

MIN

9" 3" COVER

2'-6"

4-#6 CONT (STAGGERLAP SPLICE LOCATION)

#5 VERTDWLS @12"

2-#5 CONTHORIZ BOTTOM

2-#5 CONTHORIZ TOP

CONT 2x4SHEARKEY ANDWATERSTOP

DRAIN PIPES FROMSAND WICKS, REFGEOTECH DWGS

3'-0"

DRILLED PIER

CONT VERT SANDWICK (DRAINAGECOLUMN) BETWEENPIERS

SHOTCRETE WALLBETWEEN PIERS

0

1'-0" THICK BASEMENTWALL, REF PLAN ANDSECTION "A"

FACE OF PIERS ANDSHOTCRETE WALL

RE

F P

LA

N A

ND

SE

CT

ION

S

VA

RIE

S

BOTTOM OF PIER CAPOR CAP BEAM AND TOPOF BASEMENT WALLTYP UNO ON SECTIONS

LEVEL 1REF FIN FLR

PIER CAP OR CAPBEAM, REF PLANAND SECTIONS

CONT WATERSTOP

#5x3'-0" VERT DWLS @12"

WATERPROOFING#4 CONT HORIZ @12" OCEACH FACE

BASEMENT WALL

#6 CONT VERT @12"

#5 CONT VERT @12"

(RE

F P

LA

N)

VA

RIE

S

(RE

F P

LA

N)

VA

RIE

S

CL PIER

1' - 0"

REF PLAN

1'-0" THICK BASEMENTWALL, REF PLAN

CL PIER

FACE OF PIERS ANDSHOTCRETE WALL

WATERPROOFING, REFERTO GEOTECH DWGS ANDSPECIFICATIONS

9" MIN

REMOVE CONC AT PROJECTIONS ONPIERS OR WHERE PIERS ARE OUT OFPOSITION AS REQUIRED SUCH THATTHE MINIMUM 9" THICKNESS OF THEBASEMENT WALL IS MAINTAINED

CONT VERT SAND WICK(DRAINAGE COLUMN)BETWEEN PIERS TYP

SHOTCRETE BETWEEN ADJACENT PIERSAND IN LINE WITH FACE OF PIERS WITHSUITABLE FINISH ON THE EXPOSED FACEFOR APPLICATION AND INSTALLATION OFTHE WATERPROOFING

NOTE:AT SOME LOCATIONS SHOWN ON PLAN THE FACE OF THESHOTCRETE WALL IS BEYOND THE FACE OF THERETENTION PIERS TO ALLOW FOR THE BASEMENT WALLTO PASS BY THE SIDE OF A DEEP CAP BEAM AT LEVEL 1.REFER TO PLAN AND PLAN SECTIONS.

DRILLED RETENTIONAND FOUNDATION PIER,REF PLAN TYP

SECTION "A"

ELEVATION

NOTE:

1. THIS DETAIL APPLIES, UNLESS INDICATED OR DETAILED OTHERWISE, WHERE THE CONCRETEBASEMENT WALL IS TO BE CONSTRUCTED ADJACENT TO THE DRILLED RETENTION PIERS.

2. REFER TO OTHER TYPICAL DETAILS AND PLAN SECTIONS FOR ADDITIONAL DETAILS.

FACE OFBASEMENT WALL

RE

F P

LA

N

SLA

B T

HIC

KN

ES

S

RE

F P

LA

N16'-0"

(NT

S)

1'-6"


SLAB ON GRADEREF PLAN

REFER TO 8/1-S5.00FOR SLAB EDGEDETAILS

#4 VERT DWLS @9" EA FACE

1'-0"

5-#5 CONT

CONT STRIP FOOTING,DOWEL TO BASEMENTSTRIP FOOTING AT BOTHENDS

2-#5 CONTHORIZ BOTTOM

DRAINAGE PIPE REFERTO GEOTECH DWGS

2'-6"

TY

P

REFER TO TYPICALDETAIL ANDGEOTECH DWGSFOR DRAINAGE ANDBACKFILL DETAILS

#7 CONT VERT @12"

#5 CONT VERT @12"

SECTION

NOTE:CONSTRUCT STRIP FOOTING, BASEMENT WALL,AND CROSS BEAM AFTER CONSTRUCTIONRAMP IS NO LONGER REQUIRED. DO NOTBACKFILL AGAINST BASEMENT WALL UNTILCROSS BEAM IS INSTALLED AND THECONCRETE HAS ACHIEVED ITS FULL DESIGNSTRENGTH.

2-#5 CONTHORIZ TOP

2'-0"

REF PLAN FACE OF BASEMENTWALL AND CROSSBEAM

2'-6"

2'-6"

2'-3"

2'-3"

6"

MA

X

4"

MIN

5-#7 CONTHORIZ

FUTURE LEVEL 1FLOOR STRUCTURE

5-#5 CONTHORIZ

#4 OUTER CLOSEDSTIRRUPS @10"

#4 STIRRUPS@10"

CONT CROSS BEAMBETWEEN PIER CAPSAT BOTH ENDS. REF12/1-S5.00 FORDETAILS AT ENDS

2-#5 CONTTOP AND BOTTOM CONT 2x4 SHEARKEY

AND WATERSTOPTOP AND BOTTOM

#4 CONT HORIZ@12" EACH FACE

BASEMENT WALL

1'-1" 1'-4" 1'-1"

3'-6"

#5 @9"

TO FOOTING

REF PLAN

#4x4'-6" VERTDWLS @30"

LEVEL 1REF FIN FLR

LEAVE TOP OFBEAM ROUGH

1'-4"

1'-0"

6"

RE

F P

LA

N

1'-6 1/2" 1'-5 1/2"

1'-9"

BASEMENT WALL,REF 9/1-S5.00

CONT WATERSTOP

CONSTRUCTIONJOINT

#4 DWLS WITH FLUSHDWL COUPLER @12"

JOINT IN WALL ANDSTRIP FOOTINGS BELOW


BASEMENT WALL,REF 8/1-S5.00

CL P

IER

S

DRILLED RETENTION PIER

CL PIERCONSTRUCTION RAMP

BETWEEN PIERS

PLAN DETAIL

CONT 2-4 SHEARKEY

NOTE:PROVIDE DOWELS WITH FLUSH COUPLERS ANDHORIZ SHEARKEY IN STRIP FOOTING BELOW

10" 4" 10"

6" 1'-0" 6"

2'-0"

REF PLAN

CL PIERS

CL DOWELS

6"

3 @

6"

= 1

'-6"

6"

TY

P

2'-6"

TOP OF CROSSBEAM AND PIERCAP

CROSS BEAM (REINF NOTSHOWN FOR CLARITY)

8-#5x3'-6" HORIZ DOWELS WITHFLUSH DOWEL COUPLER AND 1'-9" EMBEDMENT FROM PIER CAPINTO CROSS BEAM

BASEMENT WALL

1'-4"

PROVIDE 2x4 VERT SHEARKEYAND WATERSTOP AT END OFPIER CAP

PIER CAP,REF OTHERSSECTIONS

PIER

SECTION

NOTE:REFER TO 9/1-S5.00 FOR ADDITIONALDETAILS.

RE

F P

LA

N

1'-0"

SLO

PE

1"

TO

SU

MP

PIT

4'-0"

MIN

ELEVATOR PITSLAB, REFER TOTYPICAL DETAIL

NOTE:DOWEL ENDS OF ELEVATOR PITWALLS TO BASEMENT WALLAND PROVIDE CONT VERTWATERSTOP.

MIN

9"

POUR ELEVATOR PIT SLABDOWN ONTO TOP OF FOOTING.REFER TO 8/1-S5.00 FOR ADDLDETAILS AND REINF


1'-0" ELEVATOR PIT REF TOPLAN FOR DIMENSIONS

DRILLEDPIER

BASEMENT WALL,REFER TO 8/1-S5.00FOR DETAILS

TOP OF FTGREF PLAN

RE

F P

LA

N

ELEVATOR PITSLAB, REFER TOTYPICAL DETAIL

NOTE:DOWEL ENDS OF ELEVATOR PITWALLS TO BASEMENT WALLAND PROVIDE CONT VERTWATERSTOP.

8"

3-#4 EVENLY SPACED


1'-0" ELEVATOR PIT REF TOPLAN FOR DIMENSIONS

DRILLEDPIER

BASEMENT WALL,REFER TO 8/1-S5.00FOR DETAILS

0

4"

4"

8"

0

0

2" COVERTYP

TYP2" COVER

SLOPE PITSLAB 1" TOSUMP PIT

EMBEDDED PL3/8x4x0'-8" WITH(1) 3/8"Øx0'-4" HSA (GALV) ATEACH CORNER OF PIT

3/4" STEEL GRATING (GALV) TYPE W/B BYBORDEN OR APPROVED EQUAL (3/4"x1/8"BEARING BARS @1 3/16" WITH CROSS BARS@4")

CONT L2x2x3/16 (GALV) ALL SIDES

1' -0

"

(3) PAIRS OF #4 "U"SHAPED BARS WITH2'-0" LAP SPLICE

3-#4 EA WAY

1'-0"

1'-0"

1'-0"

3-#41'-0"1'-0" NOTE:

REFER TO 13/1-S5.00 FORADDITIONAL DETAILS.

8"

2'-0"

4'-1"

3/16 2

3/16 2

TOP OF FTGREF PLAN

3/4

"

REF PLAN

2'-0" SQUARE



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PROJECT NUMBER

PROJECT LOCATION


REVISIONS

PROJECT TITLE

REGISTRATION

COPYRIGHT ©

SHEET TITLE

SHEET NUMBER

CONSULTANT

ARCHITECT

OWNER

KEY PLAN

ORIGINAL ISSUE DATE

CURRENT ISSUE DATE

Mex

ico

City

P:\S

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R14

.rvt

2015


DEPARTMENT


HOUSTON, TX 77002

713.755.4400

4/17/2015 12:56:32 PM

1-S5.00


FOUNDATION &

BASEMENT SECTIONS &

DETAILS - PACKAGE #1


COUNTY/CITY

PROCESSING CENTER



1002005

04/17/2015

04/17/15

3/4" = 1'-0"8BASEMENT WALL AGAINST RETENTION PIERS

3/4" = 1'-0"9SECTION

3/4" = 1'-0"11SECTION

3/4" = 1'-0"12SECTION

3/4" = 1'-0"13SECTION

3/4" = 1'-0"15SECTION


REF PLAN

OPENING (NOT TO SCALE)

8"-0" WIDE TUNNEL REF PLAN

TY

P

RE

F P

LA

N

TY

P

RE

F P

LA

N1'-0"

EM

BE

D

8"

MIN

1'-0"

1'-0"

6" 6"

1'-0" 1'-5 1/4"

REF PLAN

1'-0"

(NOT TO SCALE)

8'-0".

1'-0"

1'-0"

WRAP BASEMENTWALL WITHREINFORCINGAROUND JAMBSOF OPENING

APPLY AN EPOXYBONDING AGENTTO FACE OF WALLALONG COLLARTYP

WORK POINT

CONT WATERSTOP(TYPE 2) ALONG ALLJOINTS. SEAL ALLJOINTS. CONNECTWATERSTOPS TOEACH OTHER AT TOPOF TUNNELFOUNDATION

2"

CO

VE

R

WATERSTOP TYP2" COVER ON

CONT CONC COLLARALONG TUNNEL WALL TYP

2-#5 CONT

#4 DWLS @12"DRILL AND EPOXYINTO BASEMENTWALL

TYP

CONT WATERSTOP (TYPE 1)ALL ALONG COLLAR. SEALAT JOINTS

CL PIER

CL P

IER

S

BASEMENTWALL TYP

DRILLEDPIER TYP

WATERPROOFINGTYP

TUNNEL, REF PLAN AND

OTHER DETAILS

NOTE:TYPE 1 WATERSTOP SHALL BE 6" WIDE PVCSPLIT FLANGE RIBBED WITH CENTER BULB(TYPE 724 AS MANUFACTURED BYGREENSTREAK OR APPROVED EQUAL). TYPE 2WATERSTOP SHALL BE HYDROPHILICWATERSTOP (TYPE CJ-1020-2K ASMANUFACTURED BY GREENSTREAK ORAPPROVED EQUAL). ALL WATERSTOPS SHALLBE CONTINUOUS ALONG JOINTS ANDCONNECTED AT CORNERS.

INTERIOR FACE OFBASEMENT WALL TYP

4"

MA

X3"

MIN

CL PIER

1'-0" REF PLAN REF PLAN

1'-6"

2'-3" 4'-3"

6'-6"

RE

F P

LA

N

SLA

B T

HIC

KN

ES

S

1'-6"

RE

F P

LA

N16'-0"

(NT

S)

3'-0"

2'-6"

CA

P B

EY

ON

D

2'-6"

DE

EP

PIE

R

1'-6"

8"

1'-3"

10"-

6"

(NT

S)

1'-0"

1'-0"

3"

6"

6"

1'-6"

LEVEL 1REF FIN FLR

TOP OFPIER CAP

BASEMENTLEVEL REFFIN FLR

TOP OFFOOTING

CL PIERSFACE OF BASEMENTWALL


CONT PIER CAP POUREDMONOLITHIC WITH PIER CAPSAT BOTH ENDS (NO JOINTS).REFER TO 1/1-S5.10 FORADDL DETAILS

CONT CONC COLLAR ALONGTUNNEL ROOF. CONNECT TOCONC COLLAR ON TUNNEL WALLSAT ENDS. REF TO 2/1-S5.01 FORADDL DETAILS

CONT WATERSTOP (TYPE 2)SEAL AT ALL JOINTS

APPLY EPOXY BONDINGAGENT TO PIER CAP ATCOLLAR ONLY

TUNNELROOF SLAB

#4 @12"ADDL REINF

BASEMENT WALL ATJAMB OF TUNNELBEYOND, REF 2/1-S5.01

5-#5 CONTHORIZ EACHFACE

TUNNEL FLOORSLAB REF OTHERSECTIONS

CONT WATERSTOP (TYPE 2)SEAL AT ALL JOINTS ANDCONNECT VERTICALLYALONG ENDS OF TUNNELSLAB

#5x3'-0" DWLS @12"

CONT 2x4 SHEARKEYSTOP 9" FROM SIDESOF TUNNEL SLAB

TUNNEL DRAINAGE PIPE

#5 VERT DWLS @10"

1'-0"

1'-0"

CONT 2x4 SHEARKEYAND WATERSTOP

STRIP FOOTING BETWEENADJACENT PIERS. EXTEND TOCENTERLINE OF PIER AT BOTHENDS

#5 @10"

5-#6 CONT

DRILLED PIERBEYOND

#4 VERT DWLS@10"

1'-0"

CONT BASEMENTWALL STRIPFOOTING REINFBARS

STABLE SLOPE

TY

P

2"

CO

VE

R

SLAB-ON-GRADE,REF PLAN

BASEMENT WALLBEYOND

6-#5 ADDL REINF

NOTE:REFER TO 2/1-S5.01 FOR WATERSTOP TYPES.

2'-6"

6'-3"

(NT

S)

RE

FE

R T

O P

LA

N

3"

1'-2"

2"

8" 8" SQUARE

CL COL & PLINTH

FUTURE COLUMN

LEAVE 30"x30" OPENINGIN SLAB FOR FUTURECOLUMN

SLAB-ON-GRADE

TURN SLAB DOWNONTO TOP OF PLINTHALL AROUND

12-#7 VERT (4 BARSEACH SIDE) EVENLYSPACED

PLINTH AT COLUMN

#4 CLOSED TIES @12"

#4 CLOSED TIE AROUNDDOWELS AT TOP ANDBOTTOM OF PLINTH

SCHEDULED FOOTING,REFER TO PLAN

#4 CLOSED TIE ATTOP AND BOTTOM

TOP OF PLINTH


TOP OFFOOTING

2" COVER

8-#9 VERTDWLS (3 BARSEACH FACE

REF PLAN REF PLAN

3"

BASEMENT LEVEL,REF FIN FLR

1-#5 CONT ALONGEDGE, TYP

#4 @9"

1-0 1-0

SLAB ON GRADE,REF PLAN

8" WIDTH 8"

RE

F P

LA

NS

LA

B T

HIC

KN

ES

S,

8"

RE

FE

R T

O P

LU

MB

ING

DR

AW

ING

SD

EP

TH

OF

TR

EN

CH

DR

AIN

,

1

1

CO

VE

R3"

2" COVER

0

TRENCH DRAIN ANDCOVER, REF TOPLUMBING DWGS

COVER

3"

OF TRENCH, REFTO PLUMBING DWGS

#4 @12"

1-0 1-0

#4 @12"

1-0 1-0

NOTE: REFER TO PLUMBING DRAWINGS FOR ADDITIONAL DETAILS



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FILE NAME:

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rlea

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PROJECT NUMBER

PROJECT LOCATION


REVISIONS

PROJECT TITLE

REGISTRATION

COPYRIGHT ©

SHEET TITLE

SHEET NUMBER

CONSULTANT

ARCHITECT

OWNER

KEY PLAN

ORIGINAL ISSUE DATE

CURRENT ISSUE DATE

Mex

ico

City

P:\S

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2015


DEPARTMENT


HOUSTON, TX 77002

713.755.4400

4/17/2015 12:56:33 PM

1-S5.01


FOUNDATION &

BASEMENT SECTIONS &



COUNTY/CITY

PROCESSING CENTER



1002005

04/17/2015

04/17/15

1/2" = 1'-0"2PLAN DETAIL

3/4" = 1'-0"12SECTION

1/2" = 1'-0"3DETAIL

3/4" = 1'-0"4DETAIL



#4x4'-6" VERT DOWELS @30"REF PLAN

EDGE OF LEVEL 1FLOOR STRUCTURE

6"

PIE

R C

AP

2'-6"

2'-6"

2'-3"

8" MAX6" MIN

TOP OFPIER CAP

TO

P

2"

CO

VE

R

SIDES3" COVER

BO

TT

OM

3"

CO

VE

R

TOP PIERSAND BOTTOMOF PIER CAP

CL PIERS

2'-3" 2'-9"

5'-0"

1'-0"DRILLED PIER,REF PLAN ANDOTHER DETAILS

FACE OF BASEMENTWALL AND PIER CAP

BASEMENT WALL REFPLAN AND 8/1-S5.00FOR ADDL DETAILS

CONT PIER CAP

8" MAX6" MIN

LEAVE TOP OFPIER CAP ROUGH

5-#7 CONT EA SIDEFACE EVENLY SPACED

#5 CLOSEDSTIRRUPS @12"

5-#5 CONT TOPAND BOTTOMEVENLY SPACED

LEVEL 1REF FIN FLR

NOTE:STAGGER SPLICE LOCATIONS OF PIER CAP HORIZ BARS

REF PLAN REF PLAN REF PLAN REF PLAN

6"

CA

P D

EP

TH

SC

HE

D P

IER

2'-6"

REF PLANREF PLAN

CL COL

DRILLED PIER,REF PLAN TYP

CL PIER CL PIER CL PIER CL PIER CL PIER

NOTE:THIS DETAIL APPLIES TO ALL COLUMNS SUPPORTED BY THE DRILLED PIERS ALONG THEBASEMENT WALL TYPICAL UNLESS NOTED OR DETAILED OTHERWISE.

FUTURE COL

6"

RE

F 1

/1-S

5.1

0

2'-6"

TY

P P

IER

CA

P

TYP

3'-0"

4"

CL COL

NOTE:CENTER LINE OF COL MAYBE OFFSET FROM PIERCENTER LINE, REF PLAN.

TOP OF PIERSAND BOTTOMOF PIER CAP

TOP OFPIER CAPS


SCHED PIER CAP AT COL; REFPLAN AND PIER CAP SCHEDULE(REINF NOT SHOWN FOR CLARITY)

TYPICAL PIER CAPSREF 1/1-S5.10 EXTENDALL HORZ REINF INTOCOL PIER CAP ASSHOWN TYP

TOP OFPIERS ANDBOTTOM OFPIER CAP

5

1-S5.10LEVEL 1REF FIN FLR

1'-0"

REF PLAN REF PLAN

SCHED PIER CAP WIDTH

6"

SC

HE

D P

IER

CA

P D

EP

TH

2'-6"

REF PLAN

CL COL AND PIERS

EDGE OF FUTURELEVEL 1 FLOORSTRUCTURE

TYP8" SQUARE

6'-3"

(NT

S)

TOP OFPIER CAP

TOP OF PIERSBOTTOM OFPIER CAP

DRILLED PIER,REF PLAN ANDOTHER DETAILS

FUTURE COL


REF TO 1/1-S5.10FOR VERT DOWELS

SCHED PIER CAP, REFPLAN AND 4/1-S5.10(REINF NOT SHOWNFOR CLARITY)

8-#9 VERT COL DOWELSCENTERED ON FUTURECOL REST HOOK ENDSON PIER CAP BOTTOMREINF

BASEMENT WALL, REF PLANAND 8/1-S5.00 FOR ADDLDETAILS

LEVEL 1REF FIN FLR

6"

SC

HE

DU

LE

D P

IER

CA

P O

R C

AP

BE

AM

DE

PT

H2'-6"


LEVEL 1REF FIN FLR

CL PIERS AND COLUMNS BEYOND

TOP OF PIERCAP OR CAPBEAM

TOP OF PIERSAND BOTTOMOF PIER CAPOR CAP BEAM


1'-0"

REF PLAN REF PLAN

SCHEDULED PIER CAP OR CAP BEAM WIDTH

SCHEDULED PIER CAPOR CAP BEAM REF PLANAND 5/1-S5.10 (REINFNOT SHOWN FORCLARITY)

BASEMENT WALL, REFPLAN AND 8/1-S5.00FOR ADDL DETAILS

NOTE:TRANSFER BEAM FRAMESINTO SIDE OF PIER CAPWHERE SHOWN ON PLAN.POUR PIER CAP ANDBEAM MONOLITHIC.

2'-0"

2'-0"

1'-0"

4" MAX3" MIN

EXTEND BASEMENTWALL VERT REINFAS SHOWN

#4 DWLS@10"

BASEMENT WALL, REFPLAN AND 8/1-S5.00 FORADDL DETAILS

SHOTCRETE WALLREF 8/1-S5.00

EQ EQ

SCHEDULED CAP BEAM WIDTH 1'-0"

REF PLAN STAIR OPENINGREF PLAN

CL PIERS, CAP BEAM, AND COLUMNS BEYOND



LEVEL 1REF FIN FLR

6"

SC

HE

DU

LE

D C

AP

BE

AM

DE

PT

H2'-6"

TOP OF CAPBEAM ANDBASEMENTWALL

TOP OF PIERSAND BOTTOMOF CAP BEAMS

SCHEDULED CAPBEAM, REF PLAN(REINF NOTSHOWN FORCLARITY)


2'-3"

#4x4'-6" VERTDOWELS @12"

SE

CT

ION

S (

VA

RIE

S)

RE

F P

LA

N A

ND

SC

HE

DU

LE

D B

EA

M D

EP

TH

LEVEL 1REF FIN FLR

FUTURE COLUMNBEYOND REF PLAN

FUTURE BLDG SLAB-ON-GRADE OR PAVING

NOTE:PROVIDE VERT COLUMNDOWELS AT COLUMN ASSHOWN ON 5/1-S5.10

SCHEDULED TRANSFERBEAM AT COLUMN, REFPLAN

EQ EQ

SCHEDULED BEAM WIDTH

NOTE:SCHEDULED BEAM STIRRUPS SHALL BEGIN AT FACE OF SUPPORTINGPIER CAP BEYOND. WHERE END OF BEAM IS SUPPORTED BY A SINGLEPIER, EXTEND STIRRUPS TO END OF BEAM.

TOP OFBEAM

9'-0"

LEVEL 1REF FIN FLR

TOP OF PIER CAPAND TRANSFER BEAM

TOP OF PIERSAND BOTTOM OFPIER CAP ANDTRANSFER BEAM

CL PIER, TRANSFER BEAM AND COLUMN BEYOND REF PLAN

TRANSFER BEAMBEYOND, REF PLANAND 8/1-S5.10

FUTURE BLDGSLAB-ON-GRADEOR PAVING

NOTE:SCHEDULED PIER CAP STIRRUPSSHALL BE PLACED FOR FULLLENGTH OF PIER CAP.

PIER CAP,REF PLAN

EQ EQ

SCHEDULED BEAM WIDTH

REF PLAN REF PLAN

CL PIERCL PIER CL PIER

1'-0"

REF PLAN

5'-0"

REF PLAN REF PLAN

STAIR OPENINGREF PLAN

FACE OF BASEMENTWALL AND PIER CAP

FUTURE LEVEL 1CONC WALL

COVER3"

COVER3"

CONT SLOPINGPIER CAP

REFER TO1/1-S5.10FOR ADDLDETAILS

BASEMENTWALL

CL PIERS

DRILLED PIER

6"

2'-6"

VA

RIE

S,

RE

F P

LA

N

LEVEL 1REF FIN FLR

TOP OF PIER CAPSLOPES, REF PLAN

TOP OF PIERELEVATION VARIESWITH PIER CAPSLOPE

2'-3"

#4x4'-6" VERTDOWELS @12"EA SIDE

REF PLAN REF PLAN

CL PIERCL PIER CL PIER

REF PLAN

PIE

R C

AP

2'-6"

6"

RE

F P

LA

N 2'-6"

PIE

R C

AP

2'-6"

6"

2'-9"

3'-0"

DRILLED PIER, REFPLAN AND OTHERDETAILS TYP

TOP OFPIER

TOP OFPIER CAP

PIER CAP, REFERTO 1/1-S5.10 FORDETAILS TYP

EXTEND UPPER PIER CAP BOTTOMAND LOWER FACE BARS INTO LOWERPIER CAP AS SHOWN

HOOK UPPER PIER CAPTOP AND FACE BARS ATSTEP

PIER CAP STEP

PIER CAPSLOPES SLOPE

REF PLAN

TOP OF LOWERPIER CAP AT STEP

LEVEL 1REF FIN FLR



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FILE NAME:

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Las

Veg

asL

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An

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rlea

ns

PROJECT NUMBER

PROJECT LOCATION


REVISIONS

PROJECT TITLE

REGISTRATION

COPYRIGHT ©

SHEET TITLE

SHEET NUMBER

CONSULTANT

ARCHITECT

OWNER

KEY PLAN

ORIGINAL ISSUE DATE

CURRENT ISSUE DATE

Mex

ico

City

P:\S

03\2

014\

1402

3-00

HC

CO

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cess

& S

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OH

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PR

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SIN

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R14

.rvt

2015


DEPARTMENT


HOUSTON, TX 77002

713.755.4400

4/17/2015 12:56:35 PM

1-S5.10


LEVEL 1 SECTIONS &



COUNTY/CITY

PROCESSING CENTER



1002005

04/17/2015

04/17/15

3/4" = 1'-0"1SECTION

1/2" = 1'-0"4SECTION

3/4" = 1'-0"5SECTION

3/4" = 1'-0"6SECTION

3/4" = 1'-0"7SECTION

3/4" = 1'-0"8SECTION

3/4" = 1'-0"15SECTION

3/4" = 1'-0"11SECTION

3/4" = 1'-0"13SECTION


***incomplete set for reference only *** for information ... · diameter dimension down...

Documents

incomplete set for reference only for information ... · diameter dimension down...