GENERAL NOTES FOUNDATION AND EARTHWORK

SHOP DRAWINGS AND SUBMITTALS

TENSION LAPS AND EMBEDMENT

TABLE AREINFORCEMENT

CIVIL S

TRUCTU

RAL M

ARINE

TOPO

GRAP

HIC S

URVE

YING

TBPE

FIRM N

o. F-12240

PHONE: 361-946-4848

EMAIL: ram

@munozengrg.com

3810 A

NDREA

LN

CORPU

S CHRISTI, TX, 78414

MUNOZ

ENGINEE

RING

14REY111

RE

YT

EC

OFFIC

E &

WA

RE

HO

US

ES

TR

UC

TU

RA

L P

AC

KA

GE

71

8 S

. N

AV

IG

AT

IO

N B

OU

LE

VA

RD

, C

OR

PU

S C

HR

IS

TI, T

X

DESIGN CRITERIA

STR

UC

TUR

AL

NO

TES

S1

CONCRETE NOTES

CONCRETE NOTES CONT'D

WINDSTORM

METAL DECK NOTES

OPEN WEB STEEL JOISTS AND GIRDERS

STRUCTURAL STEEL CONNECTIONS

STRUCTURAL STEEL NOTES

3 4

FOUNDATION PLAN1

A

C

C

C

A

A

A

B

C

6

5

3

C

CIVIL S

TRUCTU

RAL M

ARINE

TOPO

GRAP

HIC S

URVE

YING

TBPE

FIRM N

o. F-12240

PHONE: 361-946-4848

EMAIL: ram

@munozengrg.com

3810 A

NDREA

LN

CORPU

S CHRISTI, TX, 78414

MUNOZ

ENGINEE

RING

14REY111

RE

YT

EC

OFFIC

E &

WA

RE

HO

US

ES

TR

UC

TU

RA

L P

AC

KA

GE

71

8 S

. N

AV

IG

AT

IO

N B

OU

LE

VA

RD

, C

OR

PU

S C

HR

IS

TI, T

X

FOU

ND

ATI

ON

PLA

N

S2

LEGEND & NOTES:

SECTIONA SECTIONCSECTIONB DETAIL1

TYP BEAM INTERSECTION3 TYP BEAM CORNER4 TYP BEAM CORNER @ COL5 TYP BEAM INTERSECTION6

2 EMBED PLATE - EP1 2A EMBED PLATE - EP2

CIVIL S

TRUCTU

RAL M

ARINE

TOPO

GRAP

HIC S

URVE

YING

TBPE

FIRM N

o. F-12240

PHONE: 361-946-4848

EMAIL: ram

@munozengrg.com

3810 A

NDREA

LN

CORPU

S CHRISTI, TX, 78414

MUNOZ

ENGINEE

RING

14REY111

RE

YT

EC

OFFIC

E &

WA

RE

HO

US

ES

TR

UC

TU

RA

L P

AC

KA

GE

71

8 S

. N

AV

IG

AT

IO

N B

OU

LE

VA

RD

, C

OR

PU

S C

HR

IS

TI, T

X

FOU

ND

ATI

ON

SE

CTI

ON

S &

DE

TAIL

S

S3

ROOF FRAMING PLAN1

A

B

B

A

1

C2 3

CIVIL S

TRUCTU

RAL M

ARINE

TOPO

GRAP

HIC S

URVE

YING

TBPE

FIRM N

o. F-12240

PHONE: 361-946-4848

EMAIL: ram

@munozengrg.com

3810 A

NDREA

LN

CORPU

S CHRISTI, TX, 78414

MUNOZ

ENGINEE

RING

14REY111

RE

YT

EC

OFFIC

E &

WA

RE

HO

US

ES

TR

UC

TU

RA

L P

AC

KA

GE

71

8 S

. N

AV

IG

AT

IO

N B

OU

LE

VA

RD

, C

OR

PU

S C

HR

IS

TI, T

X

RO

OF

FRA

MIN

G P

LAN

S4

LEGEND & NOTES:

TYP DETAILCONCENTRATED LOAD ON JOIST6

TYP DETAIL FOR OPENINGSLESS THAN 10" SQUARE7

TYP DETAIL FOR OPENINGSLARGER THAN 10" SQUARE8

2 BOLTED CONNECTION DETAILTYP INTERIOR CAP PLATE

3 BOLTED CONNECTION DETAILTYP SHEAR SPLICE (CANTILEVER)

4TYP OPEN WEB STEEL JOIST ATINTERIOR STEEL BEAM DETAIL

TYP PERIMEER ROOF SECTIONA TYP PERIMETER ROOF SECTIONB SECTIONC DETAIL1

TYP DECK DIAPHRAGMCHORD SPLICE DETAIL5

CONNECTION (ALL AROUND)9TYP CURB

CIVIL S

TRUCTU

RAL M

ARINE

TOPO

GRAP

HIC S

URVE

YING

TBPE

FIRM N

o. F-12240

PHONE: 361-946-4848

EMAIL: ram

@munozengrg.com

3810 A

NDREA

LN

CORPU

S CHRISTI, TX, 78414

MUNOZ

ENGINEE

RING

14REY111

RE

YT

EC

OFFIC

E &

WA

RE

HO

US

ES

TR

UC

TU

RA

L P

AC

KA

GE

71

8 S

. N

AV

IG

AT

IO

N B

OU

LE

VA

RD

, C

OR

PU

S C

HR

IS

TI, T

X

STE

EL

FRA

MIN

G D

ETA

ILS

& S

EC

TIO

NS

S5

SOUTH ELEVATIONC WEST ELEVATIOND

NORTH ELEVATIONA EAST ELEVATIONB

CIVIL S

TRUCTU

RAL M

ARINE

TOPO

GRAP

HIC S

URVE

YING

TBPE

FIRM N

o. F-12240

PHONE: 361-946-4848

EMAIL: ram

@munozengrg.com

3810 A

NDREA

LN

CORPU

S CHRISTI, TX, 78414

MUNOZ

ENGINEE

RING

14REY111

RE

YT

EC

OFFIC

E &

WA

RE

HO

US

ES

TR

UC

TU

RA

L P

AC

KA

GE

71

8 S

. N

AV

IG

AT

IO

N B

OU

LE

VA

RD

, C

OR

PU

S C

HR

IS

TI, T

X

WA

LL P

AN

EL

ELE

VA

TIO

NS

S6

AT PANEL WITHOUT OPENINGSTYP PANEL REINFORCING DETAIL

AT PANEL W/ OPENINGSTYP PANEL REINFORCING DETAIL

(<8'-0" MAX OPENING)

BETWEEN PANEL WITH OPENINGSTYP PANEL REINFORCING DETAIL

(>8'-0" AND <15'-0")

VERTICAL BAR AT CL OF PANELTILT-UP PANEL BAR LOCATIONTYP DETAIL

1 TYP PANEL TO PANEL CONNECTION DETAIL2

EMBED PLATE "B"4TYP WALL PANEL

EMBED PLATE "A"3TYP WALL PANEL

EMBED PLATE "C"5TYP WALL PANEL

EMBED PLATE "D"6TYP WALL PANEL

CIVIL S

TRUCTU

RAL M

ARINE

TOPO

GRAP

HIC S

URVE

YING

TBPE

FIRM N

o. F-12240

PHONE: 361-946-4848

EMAIL: ram

@munozengrg.com

3810 A

NDREA

LN

CORPU

S CHRISTI, TX, 78414

MUNOZ

ENGINEE

RING

14REY111

RE

YT

EC

OFFIC

E &

WA

RE

HO

US

ES

TR

UC

TU

RA

L P

AC

KA

GE

71

8 S

. N

AV

IG

AT

IO

N B

OU

LE

VA

RD

, C

OR

PU

S C

HR

IS

TI, T

X

WA

LL P

AN

EL

DE

TAIL

S

S7

NET UPLIFT ANDWALL PRESSURE DIAGRAM

FOUNDATION PLAN (WAREHOUSE)1

C

A

B

BB

B

3

A

2

A1

A

C

S8

FOU

ND

ATI

ON

PLA

NCIVIL S

TRUCTU

RAL M

ARINE

TOPO

GRAP

HIC S

URVE

YING

TBPE

FIRM N

o. F-12240

PHONE: 361-946-4848

EMAIL: ram

@munozengrg.com

3810 A

NDREA

LN

CORPU

S CHRISTI, TX, 78414

MUNOZ

ENGINEE

RING

14REY111

RE

YT

EC

OFFIC

E &

WA

RE

HO

US

ES

TR

UC

TU

RA

L P

AC

KA

GE

71

8 S

. N

AV

IG

AT

IO

N B

OU

LE

VA

RD

, C

OR

PU

S C

HR

IS

TI, T

X

LEGEND & NOTES:

FOUNDATION PLAN (WASH RACK)1

A

A

B1

1A

2A

A

A

B1

DE

F

CIVIL S

TRUCTU

RAL M

ARINE

TOPO

GRAP

HIC S

URVE

YING

TBPE

FIRM N

o. F-12240

PHONE: 361-946-4848

EMAIL: ram

@munozengrg.com

3810 A

NDREA

LN

CORPU

S CHRISTI, TX, 78414

MUNOZ

ENGINEE

RING

14REY111

RE

YT

EC

OFFIC

E &

WA

RE

HO

US

ES

TR

UC

TU

RA

L P

AC

KA

GE

71

8 S

. N

AV

IG

AT

IO

N B

OU

LE

VA

RD

, C

OR

PU

S C

HR

IS

TI, T

X

FOU

ND

ATI

ON

PLA

N

S9

LEGEND & NOTES:

SECTIONA

TYP BEAM CORNER @ COL2ATYP BEAM INTERSECTION1A

SECTIONB1

TYP BEAM INTERSECTION3

C SECTIONB

1 2

SECTION @ TRENCH DRAIND

PERPENDICULAR TO BEAMSECTION @ TRENCH DRAIN

E

SECTION @ PRE-CAST CATCHF

S10

FOU

ND

ATI

ON

SE

CTI

ON

S &

DE

TAIL

SCIVIL S

TRUCTU

RAL M

ARINE

TOPO

GRAP

HIC S

URVE

YING

TBPE

FIRM N

o. F-12240

PHONE: 361-946-4848

EMAIL: ram

@munozengrg.com

3810 A

NDREA

LN

CORPU

S CHRISTI, TX, 78414

MUNOZ

ENGINEE

RING

14REY111

RE

YT

EC

OFFIC

E &

WA

RE

HO

US

ES

TR

UC

TU

RA

L P

AC

KA

GE

71

8 S

. N

AV

IG

AT

IO

N B

OU

LE

VA

RD

, C

OR

PU

S C

HR

IS

TI, T

X