CONNECTED TO A ROLLED SHAPE COLUMN WITH A STANDARD WELDED MOMENT CONNECTION STANDARD AISC ROLLED SHAPE BEAM A. DESIGN CONCEPT:

POUNDS PER LINEAR FOOT ELEV ELEVATOR PLUMB PLUMBING AMERICAN CONCRETE INSTITUTE EQ EQUAL(LY) PROJ PROJECTION EW EACH WAY PSI POUNDS PER S...
Author: Tobias Owen
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POUNDS PER LINEAR FOOT

ELEV

ELEVATOR

PLUMB

PLUMBING

AMERICAN CONCRETE INSTITUTE

EQ

EQUAL(LY)

PROJ

PROJECTION

EW

EACH WAY

PSI

POUNDS PER SQUARE INCH

ADDL

ADDITIONAL

EXIST

EXIST

PSF

POUNDS PER SQUARE FOOT

ADJ

ADJACENT

EXP

EXPANSION

R

RIGHT, RISER, RADIUS

AISC

AMERICAN INSTITUTE OF STEEL CONTSTRUCTION

FD

FLOOR DRAIN

RD

ROOF DRAIN

F.F.E.

FINISH FLOOR ELEVATION

RE

REFER

AMERICAN IRON AND STEEL INSTITUTE

FND

FOUNDATION

REF

REFERENCE

FS

FAR SIDE

REINF

REINFORCEMENT (D), (ING), (MENT)

AMERICAN NATIONAL STANDARD INSTITUTE

FT

FEET, FOOT

REQD

REQUIRED

FTG

FOOTING

REV

REVISION

APPROX

APPROXIMATE(LY)

GA

GAUGE

RH

RIGHT HAND

AR

ANCHOR ROD

GALV

GALAVNIZED

RO

ROUGH OPENING

ARCH

ARCHITECTURAL

GB

GRADE BEAM

S

SOUTH, SLAB

ASCE

AMERICAN SOCIETY OF CIVIL ENGINEERS

HORIZ

HORIZONTAL

SCHED

SCHEDULE(D)

HP

HIGH POINT

SDI

STEEL DECK INSTITUTE

HR

HOUR

SECT

SECTION

HSS

HOLLOW STRUCTURAL SECTION

SF

SQUARE FEET

ID

INSIDE DIAMETER

SHT

SHEET

ACI

AISI

ANSI

ASTM

AWS

AMERICAN SOCIETY OF TESTING MATERIALS AMERICAN WELDING SOCIETY

PRECAST CONCRETE PANEL

F1

SPREAD FOOTING MARK

P1

PLINTH MARK

STEEL ANGLE BACK TO BACK

C1

COLUMN MARK

STANDARD ROLLD CHANNEL

CONTINUOUS WALL FOOTING MARK

HOLLOW STRUCTURAL SECTION

BW1

BASEMENT WALL MARK

STANDARD STEEL PIPE

RW1

[BP1]

STRUCTURAL STEEL COLUMN SPLICE TYPE

24/24

14'-0"

J1

MILD REINFORCED CONCRETE JOIST MARK

DIM

JOINT

SJI

STEEL JOIST INSTITUTE

BLDG

BUILDING

K

KIPS, JOIST SERIES

SL

SLOPE

BOD

BOTTOM OF DECK

KB

KNEE BRACE

SPA

SPACE

BOT

BOTTOM

L

SPAN, LEFT, STEEL ANGLE

SPEC(S)

SPECIFICATION(S)

BT

BASE PLATE

Ld

DEVELOPMENT LENGTH

SQ

SQUARE

BRG

BEARING

LG

LENGTH, LONG

STD

STANDARD

DECK TYPE 1

BPL

BENT PLATE

LGT

LONGITUDINAL

STIF

STIFFENER

BS

BOTH SIDES

LH

LEFT HAND

STIR

STIRRUP

DECK

STEEL

TYPE 2

LLH

LONG LEG HORIZONTAL

T

TOP, TENSION

CL

CENTER LINE

LLV

LONG LEG VERTICAL

T&B

TOP & BOTTOM

CLR

CLEAR

LP

LOW POINT

T&G

TONGUE AND GROOVE

COL

COLUMN

LW

LONG WAY

TEMP

TEMPERATURE

CONC

CONCRETE

MATL

MATERIAL

THK

THICK(NESS)

CONTINUOUS

MAX

CPL

CAP PLATE

MC

CS

CARBON STEEL

CSJ

CONSTRUCTION JOINT

MECH

CTJ

CONTROL JOINT

D

MAXIMUM MOMENT CONNECTION, MISC CHANNEL

TOC

TOP OF CONCRETE

TOF

TOP OF FOOTING

TOL

TOP OF LEDGE

MECHANICAL

TOP

TOP OF PANEL

MFG(S)

MANUFACTURER(S)

TOS

TOP OF STEEL

DEPTH

MID

MIDDLE

TOT

TOTAL

DET

DEPAIL

MISC

MISCELLENEOUS

TOW

TOP OF WALL

DF

DRILLED FOOTING

ML

MATCH LINE

TRD(S)

TREAD(S)

DIA

DIAMETER

MO

MASONRY OPENING

TOJ

TOP OF JOIST

DIAG

DIAGONAL

MS

MILD STEEL

TYP

TYPICAL

DIM

DIMENSION

MT

UL

UNDERWRITERS LABORATORY

DL

DEAD LOAD

STRUCTURAL TEE CUT FROM MISC STEEL

UNF

UNIFORM

DN

DOWN

NORTH

NORTH

UON

UNLESS OTHERWISE NOTED

DO

DITTO

NIC

NOT IN CONTRACT

V

BEAM END SHEAR

DWG

DRAWING

NO.

NUMBER

VB

VERTICAL BRACE

DWL

DOWEL

NOM

NOMINAL

VERT

VERTICAL

E

EAST

NTS

NOT TO SCALE

W

WALL, EST, WIDTH, WIDE FLANGE

EA

EACH

OC

ON CENTER

W/

WITH

EF

EACH FACE

OD

OUTSIDE DIAMETER

WL

EJ

EXPANSION JOINT

OPNG

OPENING

WIND LOAD, WATER LEVEL, WORKING LINE

EL

ELEVATION

OPP

OPPOSITE

WP

WATER PROOF, WORKING POINT

PL

PLATE

W27X84 c=1" 20K

20K

3. AMERICAN CONCRETE INSTITUTE (ACI), BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318, AS AMENDED.

W27X84 (10)

4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, 13TH EDITION (ASD), 2005, AS AMENDED.

6. STEEL JOIST INSTITUTE (SJI), STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS. 7. STEEL DECK INSTITUTE (SDI), DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, ROOF DECKS, AND CELLULAR METAL FLOOR DECK WITH ELECTRICAL DISTRIBUTION.

DIMENSION TO FACE, COLUMN GRID OR CENTER LINE ANGLE IN DEGRESS, MINUTES AND SECONDS REVISION MARK

W27X84 (10, 6, 12)

DEAD LOAD (PSF)

BUILDING AREA

LIVE LOAD (PSF)

1. SLAB ON GRADE

0

100

2. ROOF

20

20

E.

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, DETAILING ALL THE OPENINGS, INCLUDING ADDED REINFORCEMENT AS SHOWN ON THE TYPICAL WALL, SLAB AND BEAM OPENING DETAILS FOR REVIEW.

F.

ADDITIONAL REINFORCEMENT ABOVE THAT SHOWN IN THE TYPICAL SLAB AND BEAM OPENING DETAILS MAY BE REQUIRED AND WILL BE REVIEWED ON THE SHOP DRAWINGS.

G.

USE THE MANUFACTURER'S CERTIFIED DRAWINGS AND SPECIFICATIONS FOR THE EQUIPMENT ANCHORAGE AND DETAILS.

H.

ALL CONSTRUCTION JOINTS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE INCORPORATED INTO THE STRUCTURE. ADDITIONAL CONSTRUCTION JOINTS TO FACILITATE CONSTRUCTION SHALL BE LOCATED AND DETAILED ON THE SHOP DRAWINGS FOR REVIEW.

I.

HORIZONTAL CONSTRUCTION JOINTS SHALL NOT BE PERMITTED IN BEAMS UNLESS SHOWN ON THE STRUCTURAL DRAWINGS.

J.

ALL CONSTRUCTION AND CONTROL JOINTS FOR BEAMS WHICH ARE EXPOSED TO VIEW ARE TO BE LOCATED TO COINCIDE WITH THE ARCHITECTURAL RUSTICATION JOINTS AS SHOWN ON THE BUILDING ELEVATION SHEETS OR AS REVIEWED IN WRITING.

K.

SHOP DRAWINGS:

D. LATERAL DESIGN LOADS: 1. WIND LOADS FOR A BASIC WIND SPEED OF 145 MPH 3-SECOND GUST, WITH EXPOSURE C AND AN IMPORTANCE FACTOR OF 1.0. 2. COMPONENT AND CLADDING PRESSURES ARE AS FOLLOWS: TYPE

SECTION OR DETAIL REFERENCE (DRAWN AS DETAIL 2 ON SHEET S501)

STANDARD AISC ROLLED SHAPE OF W27X84 WITH 1" UPWARD CAMBER

TRIBUTARY AREA

PRESSURES (PSF) CORNER

PERIMETER

FIELD

WALLS

10 FT 2

+26, -35

-

+26, -28

ROOF

10 FT 2

+12, -48

+12, -48

+12, -29

PARAPET

10 FT 2

+71, -57

-

+71, -49

1

STANDARD AISC ROLLED SHAPE OF W27X84 WITH 20 KIPS BEAM END SHEAR

S501 A. RE: IBC 2012 FOR DESCRIPTION OF CORNER, PERIMETER & FIEILD.

STANDARD AISC ROLLED SHAPE OF W27X84 WITH 28 HEADED SHEAR CONNECTORS EQUALLY SPACED FROM LEFT TO RIGHT AS 10 CONNECTORS / 6 CONNECTORS / 12 CONNECTORS

THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS TO DETERMINE WHERE OPENINGS ARE REQUIRED IN REINFORCED CONCRETE BEAMS, SLABS AND WALLS.

ELEVATION FROM DATUM

SECTION OR DETAIL REFERENCE (DRAWN AS DETAIL 2 ON SHEET S501)

STANDARD AISC ROLLED SHAPE OF W27X84 AT ELEVATION 24'-0"

STANDARD AISC ROLLED SHAPE OF W27X84 WITH 10 HEADED SHEAR CONNECTORS EQUALLY SPACED

D.

2. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7, AS AMENDED.

SLAB DEPRESSION AND AMOUNT

SPECIAL OPEN WEB STEEL JOIST, K SERIES WITH 5 KIPS END SHEAR

W27X84 c=1"

BEAM

CONT

1

SPAN DIRECTION OF A BARE STEEL DECK TYPE 2 WITH NO CONCRETE TOPPING

W27X84

S5.01

B1-P10

30 /72

30 /72

30 /72

POUR STRIP

5'-0"

30 /72

30 /72

30 /72

5'-0"

30 /72

LEAVE OUT

B1-P8

5'-0"

B1-P15

B1-P11

R

www.kashou.com

5 K # IA C 4 H .E S R @ W D T L F "G 1 N 6 O B .E C W

B1-P12

IN

20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

5'-0"

5" SLAB-ON-GRADE WITH #4 @ 16" O.C. EACH WAY RE: 1/S5.01

10

ONA L EN G

Kashou Architecture Shawn Kashou, AIA

6

B1-P13

C ENS E D

11/17/16

S5.01

B1-P14

SI

9

9

B1-C

LI

C1 24 /54

C1 24 /54

24 /54

24 /54

30 /72

S5.01

C1

C1

S5.01

33'-5 5/8"

XA

EE

O

6

C1

S5.01

33'-6"

TE

90904

PR

67'-0"

OF

FRED DALLY

P1

B1-B

E

S

33'-5 5/8"

33'-6"

S5.01 TYPICAL CONTROL / CONSTRUCTION JOINT. RE: 2 & 3/S5.01 MAX. JOINT SPACING 15'-0" MAX. E.W.

B1-P9

9

10

S5.01

S5.01

Issued for: Permit & Construction

1

11/17/16

FOUNDATION PLAN - BUILDING 1 1/8" = 1'-0"

Project No. Dwg. Name

FOUNDATION PLAN FOUNDATION NOTES: 1. DATUM ELEV. (0' - 0") CORRESPONDS TO TRUE ELEVATION = RE: CIVIL. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION (0' - 0"). 2. ALL INTERIOR PLINTHS ARE 24/24 U.O.N. RE: S3.01 FOR PIER DETAIL & REBAR. TOP OF ALL PIERS IS AT (-2' - 7") B.F.F. U.N.O. 4. TOP OF ALL PLINTHS ARE AT ELEVATIONS (-8") U.O.N. 5. ALL COLUMNS ARE TYPE "C1" U.O.N. RE: S3.02 FOR COLUMN SCHEDULE. 6. TYPICAL LIGHTPOLE FOUNDATION DETAIL RE: 7/S5.01.

ASA Dally STRUCTURAL ENGINEERS

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S2.01

B2-2

B2-3

B2-4

B2-5

B2-6

B2-7

150'-0" 3/4"

23'-11 1/4"

3/4"

9 30 /72

10 30 /72

23'-11 1/4"

S5.01 B2-P1

23'-11 1/4"

3/4"

B2-P2

B2-P3

S5.01 B2-P4

S5.01 B2-P5

B2-P6

B2-A

5'-0"

POUR STRIP

B2-A

8"

9

10

S5.01

26'-3 5/8"

30 /72

3/4"

30 /72

23'-11 1/4"

30 /72

3/4"

30 /72

26'-3 5/8"

30 /72

8"

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

B2-1

Shell Buildings 1 & 2

Clear Lake Plaza II

CITY APPROVAL SEAL

10 S5.01 S

AT

E

OF

TE

XA S

10

T

S5.01 FRED DALLY

B2-P7 O

F

ES

POUR STRIP

LI

SI

C ENS E D

ONA L EN G

R

90904

PR

5'-0"

EE

B2-P16

IN

P1

B2-B

P1

P1

C1

P1

Kashou Architecture Shawn Kashou, AIA

30 /72

C1

24 /54

24 /54

S5.01

C1

24 /54

C1

6 24 /54

30 /72

C1

24 /54

11/17/16

P1

B2-B

S5.01

9 S5.01

20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

9

6

www.kashou.com

S5.01

Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

5'-0"

5" SLAB-ON-GRADE WITH #4 @ 16" O.C. EACH WAY RE: 1/S5.01

POUR STRIP

5 K # IA C 4 H .E S R @ W D T L F "G 1 N 6 O B .E C W

DATUM = < 0'-0" >

B2-P14

B2-P13

B2-P12

10

30 /72

5'-0"

B2-C

B2-P11

S5.01

30 /72

30 /72

POUR STRIP

5'-0"

30 /72

30 /72

30 /72

30 /72

B2-C

LEAVE OUT

B2-P8

5'-0"

B2-P15

B2-P10

B2-P9

9

10

S5.01

S5.01

Issued for: Permit & Construction

B2-1

B2-2

B2-3

B2-4

B2-5

B2-6

B2-7

6" SLAB -ON-GRADE W/ #4 @ 12" O.C.

11/17/16

11 S5.01

11 SIM

1

S5.01

FOUNDATION PLAN - BUILDING 2 1/8" = 1'-0"

Project No. 11 S5.01

Dwg. Name

FOUNDATION PLAN FOUNDATION NOTES: 1. DATUM ELEV. (0' - 0") CORRESPONDS TO TRUE ELEVATION = RE: CIVIL. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION (0' - 0"). 2. ALL INTERIOR PLINTHS ARE 24/24 U.O.N. RE: S3.01 FOR PIER DETAIL & REBAR. TOP OF ALL PIERS IS AT (-2' - 7") B.F.F. U.N.O. 4. TOP OF ALL PLINTHS ARE AT ELEVATIONS (-8") U.O.N. 5. ALL COLUMNS ARE TYPE "C1" U.O.N. RE: S3.02 FOR COLUMN SCHEDULE. 6. TYPICAL LIGHTPOLE FOUNDATION DETAIL RE: 7/S5.01.

ASA Dally STRUCTURAL ENGINEERS

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S2.02

B1-3

27'-0" 4 S6.01 BOD = < 17'-0" >

B1-4

24'-0"

B1-5

24'-0"

B1-6

24'-0"

2

5

S6.01

S6.01

B1-7

24'-0"

27'-0"

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

B1-2

B1-1

Shell Buildings 1 & 2

Clear Lake Plaza II

CITY APPROVAL SEAL

4 S6.01 BOD = < 17'-0" >

B1-P1

B1-P2

B1-P3

B1-P4

B1-P5

B1-P6

B1-A AT

E

OF

TE

XA S

S

T

FRED DALLY

O

1/4" / 1'-0"

S6.01 1 S6.02

S6.02

MECHANICAL ZONE

S6.02

B1-B

W18X35

W18X35

S6.01 3

1

S6.02

S6.02

R

www.kashou.com

4

W18X35

IN

20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

1

Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

2

S6.02 W18X35

ONA L EN G

Kashou Architecture Shawn Kashou, AIA

24K4

1

6

C ENS E D

B1-P7

1/4" / 1'-0"

1

SI

11/17/16

W16X26

W16X26

24K4

W16X26

24K4, U.O.N.

W16X26

W16X26

24K4

W16X26

B1-P16

W16X26

W16X26

33'-6"

F

ES

EE

PR

90904 LI

W18X35

S6.01

W18X35

2

10'-0"

S6.01

5'-4"

7'-4"

33'-6"

24KCS3 B1-P15

B1-P8 1'-0" 4'-0" DECK

ROOF HATCH. RE: ARCH FOR ADD'L INFO. RE: 1/S7.01 FOR DECK OPN'G FRAME

4'-0"

TYPE 1

Issued for: Permit & Construction

B1-C

11/17/16

BOD = < 15'-7 1/4" > BOD = < 15'-7 1/4" >

B1-P14

B1-P13

B1-P12

B1-P11

B1-P10

B1-P9

2 4

4

S6.01

S6.01

B1-1

B1-2

S6.01

B1-3

B1-4

1

B1-5

B1-6

B1-7

ROOF FRAMING PLAN - BUILDING 1 1/8" = 1'-0"

Project No. Dwg. Name

ROOF FRAMING PLAN

STEEL FRAMING PLAN NOTES: 1. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION. 2. T.O. STEEL ELEVATION AT DECK TYPE 1 IS AT 2 1/2" BELOW METAL DECK, UON. FOR DECK TYPE INFORMATION RE: 7E/S0.02 . 3. COORDINATE LOCATIONS AND SIZES OF ROOF AND PENETRATIONS WITH MEP & ARCH. FOR FRAMING AROUND ROOF OPENING RE: 8/S7.01 . 4. RE: PANEL ELEVATIONS FOR T.O. PANEL ELEVATIONS. 5. MECHANICAL ZONE HAS BEEN DESIGNED TO SUPPORT A 1500# RTU (UNIT SUPPORTED ON 2 JOIST, MIN.) IF WEIGHT EXCEEDS THAT NOTED, CONSULT STRUCTURAL ENGINEER. 6. ALL FRAMING TO BE SPACED EQUALLY, U.O.N.

ASA Dally STRUCTURAL ENGINEERS

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S2.03

B2-2

B2-3

27'-0" 4 S6.01 BOD = < 17'-0" >

B2-4

24'-0"

B2-5

24'-0"

B2-6

24'-0"

B2-7

24'-0"

27'-0"

2

5

4

S6.01

S6.01

S6.01

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

B2-1

Shell Buildings 1 & 2

Clear Lake Plaza II

CITY APPROVAL SEAL

BOD = < 17'-0" > B2-P2

B2-P1

B2-P3

B2-P4

B2-P5

B2-P6

B2-A

AT

E

OF

TE

XA S

S

T

FRED DALLY

24K4 U.O.N.

24K4

S6.01 1/4" / 1'-0"

S6.01

1/4" / 1'-0"

1 6 1

S6.02

S6.02

S6.02

MECHANICAL ZONE

W18X35

W18X35

2

W18X35

S6.01

W18X35

10'-0"

10'-0"

24KCS3

B2-P8

33'-6"

7'-4"

1'-0" 4'-0" DECK TYPE 1

4'-0"

ROOF HATCH. RE: ARCH FOR ADD'L INFO. RE: 1/S7.01 FOR DECK OPN'G FRAME

R

Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

S6.01

B2-P15

IN

www.kashou.com

B2-B

2

5'-4"

ONA L EN G

20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

S6.02 4

W18X35

C ENS E D

Kashou Architecture Shawn Kashou, AIA

1

S6.02 W18X35

SI

11/17/16 1

1

ES

EE

33'-6"

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

24K4

B2-P7

F

B2-P16

O

W16X26

PR

90904 LI

B2-C B2-P14

BOD = < 15'-7 1/4" >

B2-P13

B2-P12

B2-P11

B2-P10

B2-P9

BOD = < 15'-7 1/4" >

Issued for: Permit & Construction

B2-1

B2-2

4

4

S6.01

S6.01

B2-3

B2-4

1

B2-5

B2-6

11/17/16

B2-7

ROOF FRAMING PLAN - BUILDING 2 1/8" = 1'-0"

Project No. Dwg. Name

ROOF FRAMING PLAN

STEEL FRAMING PLAN NOTES: 1. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION. 2. T.O. STEEL ELEVATION AT DECK TYPE 1 IS AT 2 1/2" BELOW METAL DECK, UON. FOR DECK TYPE INFORMATION RE: 7E/S0.02 . 3. COORDINATE LOCATIONS AND SIZES OF ROOF AND PENETRATIONS WITH MEP & ARCH. FOR FRAMING AROUND ROOF OPENING RE: 8/S7.01 . 4. RE: PANEL ELEVATIONS FOR T.O. PANEL ELEVATIONS. 5. MECHANICAL ZONE HAS BEEN DESIGNED TO SUPPORT A 1500# RTU (UNIT SUPPORTED ON 2 JOIST, MIN.) IF WEIGHT EXCEEDS THAT NOTED, CONSULT STRUCTURAL ENGINEER. 6. ALL FRAMING TO BE SPACED EQUALLY, U.O.N.

ASA Dally STRUCTURAL ENGINEERS

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S2.04

TIES REMARKS

6

#5

24

6

#6

30

6

#8

#4

12

36

8

#8

#4

12

42

10

#8

#4

12

48

12

#8

#4

12

#4

DRILLED PIER & COL.

12

BLOCKOUT RE. 3/S502

12

DATUM EL. RE: PLAN TOP OF PLINTH

STEEL COLUMN RE: PLAN

CITY APPROVAL SEAL

RE: PLAN

3" MIN.

SCHEDULE PLINTH RE: SCHEDULE EXISTING GRADE TOP OF PIER RE: PLAN

3#3 TIES @ 3" O.C. BALANCE AS SCHEDULED

1. A GEOTECHNICAL REPORT IS AVAILABLE FOR REVIEW RE: 5/S0.01 2. THE INDEPENDENT TESTING LABORATORY SHALL CONFIRM THE ALLOWABLE SOIL BEARING CAPACITY IN THE FIELD AT THE ELEVATION DESIGNATED AS THE PLANE OF BEARING FOR THE DRILLED PIER. 3. THE INDEPENDENT TESTING LABORATORY SHALL INSPECT THE BOTTOM AND SIDES OF THE DRILLED PIER PRIOR TO PLACING REINFORCING AND CONCRETE. 4. CENTER ALL DRILLED PIERS UNDER THEIR COLUMNS, UON.

1.3 Ld LAP

3" CLEAR CL DRILLED PIER

SCHEDULE VERTICAL REINFORCING & TIES

PLAN

T

AT

E

OF

TE

XA

S

2B. STRAIGHT SHAFT PIER GENERAL NOTES

5. MAINTAIN CLOSE AND ACCURATE DRILLING PRACTICES TO ACHIEVE CLOSE TOLERANCES WITH THE REINFORCING STEEL AND THE ANCHOR ROD TEMPLATE.

S

14' - 0" MINIMUM BELOW EXISTING GRADE

SHAFT DIAMETER RE : PLAN

FRED DALLY 90904

PR O

6. ALL REINFORCING STEEL FOR DRILLED PIERS SHALL BE DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. MIN .

F

ES

SI

60°

7. ALL SCHEDULED REINFORCEMENT SHALL BE UNIFORMLY DISTRIBUTED.

LI

8. DEPOSIT CONCRETE TO ITS FINAL POSITION BY THE USE OF A TREMIE.

BOTTOM OF DRILLED PIER BELOW EXISTING GRADE

ONA L EN G

IN

11/17/16

2" 4"

9. CONSOLIDATE CONCRETE IN ITS FINAL POSITION BY VIBRATING.

C ENS E D

R

18

(IN)

Shell Buildings 1 & 2

#4

SPACING

Clear Lake Plaza II

SIZE

TYP - UON

SIZE

2' - 7"

NUMBER

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

VERTICAL REINFORCING

8"

SHAFT DIAMETER

2A. STRAIGHT SHAFT PIER DETAILS

EE

2. STRAIGHT SHAFT PIER SCHEDULE

Kashou Architecture Shawn Kashou, AIA

BELL DIAMETER

20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

www.kashou.com

3. PLINTH SCHEDULE

3A. PLINTH DETAILS

REINFORCING MARK

PLINTH TYPE

REMARKS VERTICAL

P1

TYPE 1

(8) #6

Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

ALL DETAILS ARE PLAN VIEW UON

TIES #4 @ 10" OC

GRID 2'-0" EQ

EQ TIES, TYP

2" CLR, TYP

2'-0"

GRID

EQ

VERT REINF, TYP

Issued for: 11/17/16

EQ

Permit & Construction

3B. PLINTH GENERAL NOTES 1. RE: PLAN FOR TYPE AND ORIENTATION OF PLINTHS.

TYPE P1

Project No. Dwg. Name

DRILLED PIER SCHEDULE & DETAILS

ASA Dally STRUCTURAL ENGINEERS

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S3.01

C3

A/S302

A/S302

A/S302

A. CAP PLATE DETAIL

B. COLUMN GENERAL NOTES

(NO SCALE)

1. PROVIDE STRUCTURAL STEEL FOR W SHAPES CONFORMING TO ASTM 992, GRADE 50. GRID

2. PROVIDE STRUCTURAL STEEL FOR HSS COLUMNS CONFORMING TO ASTM A500, GRADE B. 3. PROVIDE STEEL FOR STIFFENER PLATES, CONNECTION PLATES AND ANGLES CONFORMING TO ASTM A36.

.

3/4" TYPICAL, U.O.N.

4. SAW OR MILL SURFACES NOTED FIN. (FINISHED) FOR TRUE AND FULL CONTACT.

( THICKNESS SHALL MATCH BEAM FLANG THICKNESS AT MOMENT CONNECTION)

5. USE E70XX WELDING ELECTRODES FOR ALL WELDS, UNLESS OTHERWISE NOTED. 6. WEB DOUBLER PLATES ARE NOT REQUIRED.

CITY APPROVAL SEAL

.

ROOF

COLUMN RE: SCHEDULE

B.O.D. ELEVATION = RE: PLAN

C. COLUMN REMARKS

E. BASE PLATE GENERAL NOTES

E

OF

TE

XA S

FRED DALLY

1. PROVIDE STEEL FOR BASE PLATES CONFORMING TO ASTM A36.

90904

PR

HSS6x6x1/4"

AT

S

T

O

2. PROVIDE HOLES IN BASE PLATES 7/16" LARGER THAN THE SCHEDULED ANCHOR ROD DIAMETER.

F

ES

3. PROVIDE ANCHOR RODS CONFORMING TO ASTM F1554, GRADE 55 WELDABLE.

LI

SI

C ENS E D

ONA L EN G

R

C2

EE

CAP PLATE DETAIL

C1

Shell Buildings 1 & 2

COLUMN MARK

Clear Lake Plaza II

LEVEL

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

1. STRUCTURAL STEEL COLUMN SCHEDULE AND DETAILS

IN

4. PROVIDE ANCHOR RODS WITH PLATE WASHERS AND HEX NUTS.

11/17/16

5. USE E70XX WELDING ELECTRODES FOR ALL WELDS, UNLESS OTHERWISE NOTED.

Kashou Architecture Shawn Kashou, AIA

6. MILL SURFACES NOTED FIN. (FINISHED) FOR TRUE AND FULL CONTACT. 7. SET ANCHOR RODS WITH TEMPLATE.

20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

8. PROVIDE NON-METALLIC SHRINK-RESISTANT GROUT WITH 8000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS.

www.kashou.com Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

F.F.E.= 0'-0"

- 6 1/2"

BOTTOM OF BASE PLATE EL. BASE PLATE MARK

BP 1

REMARKS

-

-

-

2. BASE PLATE SCHEDULE AND DETAILS

Issued for: Permit & Construction

LENGTH, L (FT - IN)

W (IN)

BP1

A

12

12

3/4"

4

1"

6

2'-0"

5/16

REMARKS

GRID B B/2

B/2 1 1/2"

1 1/2"

N

PROJECTION, P (IN)

PLAN

Project No. BOT OF BASE PLATE

Dwg. Name

COLUMN & BASE PLATE SCHEDULES

TOP OF PLINTH

.

W

.

DATUM EL. 0'-0"

L

DIA. (IN)

N/2

NUMBER

N/2

tp (IN)

P

N (IN)

1 1/2"

B (IN)

1 1/2"

TYPE

tp

MARK

8"

WELD SIZE

1 1/2" GROUT

ANCHOR RODS

DIMENSIONS

GRID

PLATE

11/17/16

ANCHOR RODS

SECTION

TYPE A

3/8" x 3x3 PLATE WASHER TACK WELD TO NUT

ASA Dally STRUCTURAL ENGINEERS

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S3.02

RE: PNL EL

1 1/2"

1 1/2"

6"

EMBED PLATE "C" AND "cc" 3/8" X 9" (W) x 12" (L) W/ (4) 1/2" Ø x 4" LONG HEADED CONCRETE ANCHORS

EMBED PLATE "F" AND "ff" 3/4" X 12" (W) x 24" (L) W/ (8) 1/2" Ø x 4" LONG HEADED CONCRETE ANCHORS

3"

3"

1 1/2"

9"

6"

6" 2"

6"

6"

2'-0"

8"

1'-0"

2"

4" 2"

RE: STRUCTURAL NOTES

2" 4"

1'-0"

RE: STRUCTURAL NOTES

3"

RE: STRUCTURAL NOTES

CITY APPROVAL SEAL

PLATE "A" AND "aa"

RE: PNL EL

OPEN

PLATE "F" AND "ff"

PLATE "C" AND "cc"

RE: TYPICAL PANEL LEG REINF DETAIL

1'-0" RE: STRUCTURAL NOTES 2"

6"

4"

EMBED PLATE "W" AND "ww" 1/2" X 12" (W) x 16" (L) W/ (6) 1/2" Ø x 4" LONG HEADED CONCRETE ANCHORS

NOTE: MINIMUM DISTANCE FROM EDGE OF PLATE TO EDGE OF CONCRETE: TOP & SIDES = 1" BOTTOM = 4 1/4"

2"

6"

2"

EMBED PLATE "F1" 3/4" X 10" (W) x 24" (L) W/ (8) 1/2" Ø x 4" LONG HEADED CONCRETE ANCHORS

6"

3"

EMBED PLATE "G1" 3/4" X 10" (W) x 30" (L) W/ (10) 1/2" Ø x 4" LONG HEADED CONCRETE ANCHORS

3"

NOTE: MINIMUM DISTANCE FROM EDGE OF PLATE TO EDGE OF CONCRETE: TOP & SIDES = 1" BOTTOM = 4 1/4"

3"

NOTE: MINIMUM DISTANCE FROM EDGE OF PLATE TO EDGE OF CONCRETE: TOP & SIDES = 1" BOTTOM = 4 1/4"

10"

1'-0"

Shell Buildings 1 & 2

EMBED PLATE "A" 3/8" X 3" (W) x 12" (L) W/ (3) 1/2" Ø x 4" LONG HEADED CONCRETE ANCHORS

3" 1 1/2"

NOTE: MINIMUM DISTANCE FROM EDGE OF PLATE TO EDGE OF CONCRETE: TOP & SIDES = 1" BOTTOM = 4 1/4"

3"

Clear Lake Plaza II

NOTE: MINIMUM DISTANCE FROM EDGE OF PLATE TO EDGE OF CONCRETE: TOP & SIDES = 1" BOTTOM = 4 1/4"

NOTE: MINIMUM DISTANCE FROM EDGE OF PLATE TO EDGE OF CONCRETE: TOP & SIDES = 1" BOTTOM = 4 1/4"

3"

2'-6" 6"

6"

2'-0"

6"

E

OF

TE

XA

PLATE "W"AND "ww"

PLATE "F1"

PLATE "G1"

S

S

AT

FRED DALLY PR

90904

O

F

ES

TILT-UP WALL PANEL REINFORCING - TYPICAL

1

2

3/16" = 1'-0"

LI

SI

EMBED PLATES - TYPICAL 3/4" = 1'-0"

C ENS E D

ONA L EN G

R

6" 3"

T

EE

6" RE: TYPICAL PANEL LEG REINF DETAIL

3"

2"

RE: TYPICAL PANEL BOTTOM REINF DETAIL

6"

6"

2" 6" 1'-4"

FINISH FLOOR

6"

OPEN

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

1'-0"

RE: STRUCTURAL NOTES

IN

11/17/16

Kashou Architecture Shawn Kashou, AIA 20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470 RE: PNL EL

www.kashou.com

RE. PNL EL

3/8" SHOE PLATE RE: TYP CONNECTION DETAILS FOR LENGTH

Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

RE: PNL EL 3/4" TYP

(2) #5 BAR

INTERIOR FACE OF PANEL OUTSIDE FACE OF TILT-UP PANEL RE: PNL EL

SECTION

3

3/4" = 1'-0"

4

TYP END PANEL - PLAN VIEW 3/4" = 1'-0"

5

TYP PANEL TO PANEL JOINT - PLAN VIEW 3/4" = 1'-0"

6

RE: PNL EL

RE: PNL EL

.

. 1 1/2"

ELEVATION

TYP SHOE PLATE1

3/4"

1/2" OUTSIDE FACE OF TILT - UP PANEL

TYP MITER JOINT - PLAN VIEW 3/4" = 1'-0"

(3) - #6 EACH FACE

(2) - #6 T & B

3/4" TYP

CHAMPER 3/4", TYP

TYP

" 3/4

PNL THICKNESS

INTERIOR FACE OF TILT-UP PANEL

RE: PNL EL

1'-0"

INTERIOR FACE OF TILT-UP PANEL

1/2"

CHAMPER 3/4", TYP

1 1/2"

2"

RE: PNL EL

8"

.

RE: PNL EL

2"

#3 @ 10" OC TIES

OUTSIDE FACE OF TILT-UP PANEL MITER JOINT

4"

4"

1'-9"

3/4"

INTERIOR FACE OF PANEL

OUTSIDE FACE OF TILT - UP PANEL

7

TYP BUTT JOINT - PLAN VIEW 3/4" = 1'-0"

8

TYP PANEL BOTTOM REINF - DETAIL

Issued for:

3/4" = 1'-0"

Permit & Construction

11/17/16

RE. STRUCT. DWGS

(2) #3 STIRRUPS @ 12" OC (2) #3 STIRRUPS @ 12" OC

#6 @ 6" OC EACH FACE

3/4" TYP

RE: PNL EL

3/4" TYP

RE: PNL EL

3/4"

3/4" TYP

#6 @ 6" OC @ EACH FACE

RE: PNL EL

RE: PNL EL

#6 @ 6" OC EACH FACE

3/4" TYP

RE: PNL EL

3 _ " 4

CONCRETE WALL PANEL

3 _ 3 _ 3 _ " " " 4 4 4

(3) #3 STIRRUPS @ 12" OC #6 @ 6" OC @ EACH FACE

RE: PNL EL

3/4" TYP

(2) #3 STIRRUPS @ 12" OC

Project No.

RE: PNL EL

RE: PNL EL

Dwg. Name

9

TYP LEG REINF 36" WIDE OR LESS 3/4" = 1'-0"

10

TYP LEG REINF MORE THAN 36" WIDE 3/4" = 1'-0"

11

TYP LEG REINF 36" WIDE OR LESS 3/4" = 1'-0"

12

TYP LEG REINF MORE THAN 36" WIDE 3/4" = 1'-0"

13

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

ASA Dally STRUCTURAL ENGINEERS

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

TILT-WALL PANEL REINF, EMBED DETAILS & PANEL CONNECTION DETAILS Dwg. No.

S4.01

NOTE: PROTECT ALL STEEL PLATES, ANGLES AND ANCHOR BOLTS TO BE PROTECTED WITH MINIMUM OF 4" OF CONCRETE

EXTERIOR FACE OF PANEL

TYPICAL CONNECTION DETAIL RE: DETAIL 6/S4.02 ON THIS SHEET

EXTERIOR FACE OF PANEL

EQ EQ

TYPICAL CONNECTION DETAIL RE: DETAIL 6/S4.02 ON THIS SHEET

EXTERIOR FACE OF PANEL

EQ EQ

INTERIOR FACE OF PANEL

INTERIOR FACE OF PANEL

CITY APPROVAL SEAL

6 S4.02

TYP

TYP

TYP

1/4

TYP FOUNDATION PANEL CONN - PLAN

2

3/4" = 1'-0"

EQ

1/4

TYP PANEL CONN @ END OF PANEL - PLAN

3

3/4" = 1'-0"

TYP PANEL CONN @ CONT PANEL - PLAN 3/4" = 1'-0"

EQ DRILLED PIER RE: PLAN

NOTE: PROTECT ALL STEEL PLATES, ANGLES AND ANCHOR BOLTS TO BE PROTECTED WITH MINIMUM OF 4" OF CONCRETE

CL OF PIER/FOOTING

NOTE: PROTECT ALL STEEL PLATES, ANGLES AND ANCHOR BOLTS TO BE PROTECTED WITH MINIMUM OF 4" OF CONCRETE NOTE: PROTECT ALL STEEL PLATES, ANGLES AND ANCHOR BOLTS TO BE PROTECTED WITH MINIMUM OF 4" OF CONCRETE

3/4" PNL JOINT

3/8"

3/8"

CL OF PIER/FOOTING

TYP.

2" TYP

TYP

TYPICAL SHOE PLATE RE: DETAIL 3/S4.01 ON THIS SHEET

TYPICAL SHOE PLATE RE: DETAIL 3/S4.01 ON THIS SHEET

XA

SI

C ENS E D

ONA L EN G

IN

11/17/16

Kashou Architecture Shawn Kashou, AIA

.

4"

EXTERIOR FACE OF PANEL

EXTERIOR FACE OF PANEL

TE

1"

INTERIOR FACE OF PANEL

ES

LI

TYP SHOE PLATE RE: DETAIL 3/S4.01 ON THIS SHEET

INTERIOR FACE OF PANEL

OF

90904

F

1'-2"

E

FRED DALLY

L4x4x1/2" x 1'-2" LONG W/ (3) 3/4" ø HILTI KWIK BOLT III EXP. ANCHORS (4 1/4" EMB.)

O

TYPICAL PANEL CONNECTION RE: DETAIL 6/S4.02 ON THIS SHEET

2" TYP

AT

PR

L4X4X1/2 W/ (2) 3/4" Ø EXPANSION BOLT W/ EMBED 4"

1/4"

CONCRETE COVER RE: NOTE

9" 5"

T

S

TYP. 1/4"

TILT-WALL PANEL RE: PLAN S

1

1/4

R

TYPICAL SHOE PLATE RE: DETAIL 3/S4.01 ON THIS SHEET

TYPICAL SHOE PLATE RE: DETAIL 3/S4.01 ON THIS SHEET

EE

INTERIOR FACE OF PANEL

TYPICAL SHOE PLATE RE: DETAIL 3/S4.01 ON THIS SHEET

Shell Buildings 1 & 2

TYPICAL PANEL CONNECTION RE: DETAIL 6/S4.02 ON THIS SHEET

EQ

Clear Lake Plaza II

EQ

DRILLED PIER RE: PLAN

3/8"

EQ EQ

3/8"

NOTE: PROTECT ALL STEEL PLATES, ANGLES AND ANCHOR BOLTS TO BE PROTECTED WITH MINIMUM OF 4" OF CONCRETE

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

NOTE: PROTECT ALL STEEL PLATES, ANGLES AND ANCHOR BOLTS TO BE PROTECTED WITH MINIMUM OF 4" OF CONCRETE

DRILLED PIER RE: PLAN

AFTER FINAL PANEL ALIGNMENT AND WELDING OF RESTRAINT ANGLE, GROUT SOLID (WITH NON-SHRINK GROUT) THE REMAINING SPCAE BETWEEN THE BOTTOM OF THE PANEL AND TOP OF THE FOOTING

20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

www.kashou.com

4

TYP PANEL CONN @ BUTT JOINT - PLAN 3/4" = 1'-0"

5

TYP PANEL CONN @ MITER JOINT - PLAN 3/4" = 1'-0"

6

TYP FOUNDATION PANEL CONNECTION - ELEVATION

Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

3/4" = 1'-0"

Issued for: Permit & Construction

11/17/16

Project No. Dwg. Name

PANEL CONNECTION DETAILS

ASA Dally STRUCTURAL ENGINEERS

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S4.02

B1-1

B1-2

B1-3

B1-4

B1-5

B1-6

B1-7

3/4"

23'-11 1/4"

23'-11 1/4"

3/4"

26'-3 5/8"

C

C

C

19'-10" 2'-1 5/8"

C

C

C

20'-0"

1'-11 5/8"

CHAMFERED CORNER RE: 6/S4.01

REVEAL

C

20'-0"

B1-P16

8"

J (@ BRACES)

S6.01

F [@ BMS]

B/DECK 4'-4"

3/4"

4'-0"

4'-0"

REVEAL

23'-11 1/4"

5

REVEAL CHAMFERED CORNER RE: 6/S4.01

3/4"

27'-0"

1'-11 5/8"

C

C

20'-0"

1'-11 5/8"

1'-11 5/8"

C

B/DECK

20'-0"

1'-11 5/8"

20'-0"

1'-11 5/8"

1'-11 5/8"

C, TYP. U.O.N.

4'-4"

1'-11 5/8"

1'-11 5/8"

10'-1" B1-P1

B1-P2

B1-P3

B1-P4

1 B1-A

B1-B

B1-P5

B1-P6

ALL PANELS TO BE 8" THICK

PANELS B1 P1 - P6 1/8" = 1'-0"

B1-C

B1-C

B1-B

67'-0"

67'-0"

3/4"

32'-9 5/8"

T

AT

E

OF

TE

XA

S

32'-9 5/8"

B1-A

8"

8"

32'-9 5/8"

3/4"

32'-9 5/8"

S

8"

DATUM 0'-0"

2'-6"

8"

8"

10'-1"

17'-0"

B1-P7

CITY APPROVAL SEAL

Shell Buildings 1 & 2

23'-11 1/4"

24'-0"

Clear Lake Plaza II

3/4"

24'-0"

28'-6"

26'-3 5/8"

24'-0"

26'-0"

8"

24'-0"

17'-0"

27'-0"

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

150'-0"

8" FRED DALLY

2'-0"

24'-6"

22'-0" 17'-0"

4'-1 1/4"

2'-6"

DATUM 0'-0"

2'-6"

3

1/8" = 1'-0"

B1-7

B1-6

B1-5

B1-4

B1-3

ONA L EN G

R

IN

www.kashou.com

10'-1" 8"

1'-11 3/4"

2'-6"

PANELS B1 P7 - P8

C ENS E D

20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

B1-P8

2

SI

Kashou Architecture Shawn Kashou, AIA

4'-4"

4'-5 5/8"

15'-7 1/4"

20'-0"

10'-0"

ALL PANELS TO BE 8" THICK

2'-6"

8"

B1-P7

PANELS B1 P15- P16

Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

1/8" = 1'-0"

B1-2

B1-1

150'-0" 8"

26'-3 5/8"

3/4"

23'-11 1/4"

3/4"

23'-11 1/4"

3/4"

23'-11 1/4"

3/4"

23'-11 1/4"

3/4"

26'-3 5/8"

8"

Issued for: Permit & Construction

1'-4"

1'-8"

1'-8"

1'-4"

1'-8"

1'-0"

C

C

8'-7 5/8"

3'-4"

C

C C

C 8'-7 5/8"

8'-4" CHAMFERED CORNER RE: 6/S4.01

3'-4"

3'-4"

11'-11 5/8"

C

B/DECK

C 3'-4"

11'-11 5/8"

8'-7 5/8"

3'-4"

16'-1 7/8"

B1-P9

B1-P14 B1-P10

B1-P11

B1-P12

B1-P13

Project No.

7'-2" 8"

7'-2"

7'-2" 8"

7'-2" 8"

8"

8"

7'-2"

B1-P15

7'-2"

20'-0"

15'-8 3/8"

B1-P8

3'-4"

1'-8"

11/17/16

1'-0"

C C

11'-0"

1'-4"

1'-11 5/8" 1'-0"

4" 1'-0"

B/DECK

1'-8"

22'-6"

1'-8"

20'-0"

C, TYP. U.O.N.

1'-8"

Dwg. Name 2'-6"

1'-4"

15'-8 3/8"

1'-8" 5'-4"

8"

CHAMFERED CORNER RE:6/S4.01

2'-6"

2'-6"

22'-6"

B1-P9

22'-6"

15'-7 1/4"

B1-P6

10'-1"

17'-0"

22'-0"

24'-6"

DATUM 0'-0"

B/ DECK

G1

4'-0" A, TYP. U.O.N.

LI

11/17/16

B/ DECK

8'-5 5/8" A, TYP. U.O.N.

F

20'-0"

B/ DECK

ES

4'-6 5/8" G1

G1

G1

O

B/ DECK

CHAMFERED CORNER RE: 6/S4.01

REVEAL

CHAMFERED CORNER RE: 6/S4.01

REVEAL

90904

PR

CHAMFERED CORNER RE: 6/S4.01

REVEAL

4'-4"

REVEAL

EE

CHAMFERED CORNER RE: 6/S4.01

PANEL ELEVATIONS BUILDING 1

DATUM 0'-0"

ASA Dally STRUCTURAL ENGINEERS

4

PANELS B1 P9 - P14 1/8" = 1'-0"

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S4.03

B2-3

B2-4

B2-5

B2-6

B2-7

150'-0"

3/4"

23'-11 1/4"

CHAMFERED CORNER RE: 6/S4.01

3/4"

24'-0"

23'-11 1/4"

3/4"

24'-0"

23'-11 1/4"

3/4"

27'-0"

23'-11 1/4"

3/4"

26'-3 5/8"

8"

REVEAL REVEAL

REVEAL

4'-0"

CHAMFERED CORNER RE: 6/S4.01

F [@ BMS]

C, TYP. U.O.N.

CITY APPROVAL SEAL

B/DECK

C 2'-1 5/8"

19'-10"

C

1'-11 5/8"

1'-11 5/8"

20'-0"

C

C

1'-11 5/8"

1'-11 5/8"

20'-0"

C

C

1'-11 5/8"

C

1'-11 5/8"

20'-0"

C

1'-11 5/8"

C

1'-11 5/8"

20'-0"

B/DECK 1'-11 5/8"

20'-0"

4'-4"

B2-P16

B2-P7

10'-1"

ALL PANELS TO BE 8" THICK

2'-6"

8"

DATUM 0'-0"

B2-P1

B2-P2

B2-P3

B2-P4

1/8" = 1'-0"

B2-C

B2-C

B2-B

B2-A

67'-0"

3/4"

32'-9 5/8"

8"

33'-6"

8" CHAMFERED CORNER RE: 6/S4.01

32'-9 5/8"

3/4"

32'-9 5/8"

8"

CHAMFERED CORNER RE: 6/S4.01

CHAMFERED CORNER RE: 6/S4.01

TE

XA

ES

LI

SI

C ENS E D

ONA L ENG

IN

11/17/16

CHAMFERED CORNER RE: 6/S4.01

REVEAL

Kashou Architecture Shawn Kashou, AIA

REVEAL

20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

2'-0"

2'-0"

OF

90904

F

32'-9 5/8"

33'-6"

O

8"

E

FRED DALLY

67'-0"

33'-6"

AT

PR

33'-6"

T

S

B2-B

B2-P6

PANELS B2 P1 - P6

1 B2-A

B2-P5

S

22'-0"

28'-6"

4'-4"

C

R

26'-3 5/8"

24'-0"

Shell Buildings 1 & 2

8"

24'-0"

Clear Lake Plaza II

27'-0"

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

B2-2

EE

B2-1

B/DECK G1

B/DECK

G1

www.kashou.com G1

10'-0"

24'-6"

B2-P1 B2-P14

2'-6"

2'-6"

8"

ALL PANELS TO BE 8" THICK

DATUM 0'-0" B2-P7

4'-4" 22'-0"

20'-0"

22'-6"

22'-6"

B2-P9

15'-7 1/4"

10'-0"

10'-8"

4'-4"

B2-P6

15'-7 1/4"

A, TYP. U.O.N.

22'-6"

24'-6"

DATUM 0'-0"

B2-P8 B2-P15

2

PANELS B2 P15- P16

3

1/8" = 1'-0"

B2-7

B2-6

B2-5

B2-4

B2-3

1/8" = 1'-0"

B2-2

B2-1 Issued for:

150'-0" 27'-0" 8"

CHAMFERED CORNER RE: 6/S4.01

24'-0"

26'-3 5/8"

5'-4"

1'-8"

3/4"

24'-0"

23'-11 1/4"

3/4"

24'-0"

23'-11 1/4"

3/4"

24'-0"

23'-11 1/4"

3/4"

1'-4"

1'-8"

1'-8"

1'-8"

1'-8"

1'-4"

Permit & Construction

27'-0"

23'-11 1/4"

3/4"

11/17/16

26'-11 5/8"

1'-4" 1'-0"

Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

B2-P16

PANELS B2 P7 - P8

1'-8"

1'-8"

1'-4"

1'-8"

CHAMFERED CORNER RE: 6/S4.01

8'-4"

3'-4"

8'-7 5/8"

3'-4"

C

C

8'-7 5/8"

3'-4"

C

8'-7 5/8"

3'-4"

5'-4"

3'-4"

Project No.

2'-4"

2'-6" B2-P14

B2-P11

B2-P12

4

PANELS B2 P9 - P14 1/8" = 1'-0"

Dwg. Name ALL PANELS TO BE 8" THICK

PANEL ELEVATIONS BUILDING 2

7'-2" 8"

7'-2"

7'-2" 8"

7'-2" 8"

7'-2" 8"

7'-2" B2-P9

B2-P10

22'-6"

8'-7 5/8"

C

20'-0"

3'-4"

C

B2-P15

8"

B2-P8

8'-7 5/8"

C

16'-1 7/8"

15'-8 3/8"

3'-4"

C

B/DECK

15'-8 3/8"

C

4" 1'-0"

C

4"

C

4"

B/DECK

1'-0"

1'-0"

1'-0"

1'-11 5/8"

8"

24'-6"

20'-0"

17'-0"

G1

B2-P13

DATUM 0'-0"

ASA Dally STRUCTURAL ENGINEERS

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S4.04

PREVIOUS PLACEMENT

15 MIL THICK VAPOR RETARDER

1'-0"

2'-6" #4 SMOOTH BARS @ 1'6" OC ,TYP

1 1/2" 12 " 1_ 3

GREASE & WRAP THIS END

1 1/2"

RE: PLAN

1/4" MAX. SAW CUT JOINT

CITY APPROVAL SEAL

(2) #4, TYP 3" TYP

DATUM RE: PLAN

#4 TYP

DATUM RE: PLAN

3"

CL EA R

DATUM RE: PLAN

1'-0"

OPEN

P TY 0" 1'- MIN

SLAB REINFORCING RE: PLAN

PREFORMED GALVANIZED KEYWAY (TYP)

PLAN VIEW

CUT ALTERNATE BARS

NOTE: RE: ARCHITECTURAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SIZES AND LOCATIONS OF THE FLOOR PENETRATIONS.

1. RE: 1/S5.01 FOR MORE INFORMATION NOT SHOWN.

TYPICAL SLAB DETAIL

1

2

3/4" = 1'-0"

TYPICAL CONSTRUCTION SLAB JOINT

3

3/4" = 1'-0"

TYPICAL SLAB CONTROL JOINT

4

3/4" = 1'-0"

TYPICAL SLAB ADD'L REINF. AT OPENING 2' - 0" DIA.

3/4" = 1'-0"

2'-0" MAX U.N.O.

GRID

GRID

BASE PLATE AND ANCHOR BOLTS & NON-SHRINK GROUT RE: 2/S3.02

3'-0"

#4 TOP & BOTTOM

#4 TOP AND BOT

AT

E

OF

TE

XA

FRED DALLY

PAVING RE. CIVIL

90904 ES

F

#4 @ 8" OC, EW

T

O

SLAB REINF RE: DETAIL 1 THIS SHEET

3000 PSI CONCRETE PIER

PR

BARS INTERRUPTED BY OPENING

PROVIDE 2 ADDITIONAL TIES AT TOP OF BASE

S

SCHEDULED COLUMN RE: PLAN

CONSTRUCTION JOINT RE: DETAIL 2/S5.01

SLAB-ON-GRADE RE: DETAIL 1 THIS SHEET CSJ OR CTJ RE: PLAN

2 - #5 x 4'-0" EA. CONER , EA. FACE.

(12" IF MORE THAN 3'-0" AWAY FROM CURB/PAVING)

NOTE

SEE POLE MANUFACTURER FOR ANCHOR SIZE AND LOCATION.

S

REINFORCING STEEL SUPPORT W/ BEARING PLATES @ EA REBAR

0.25% SLAB THICKNESS

NEW PLACEMENT

1'0" MI TY N P

2" C TY LEA P R

EQ

COMPACTED SUB-GRADE RE: GEOTECHNICAL REPORT FOR REQUIREMENTS

LI

SI

C ENS E D

ONA L EN G

R

EQ

1 1/2" TYP

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

EQ

EE

EQ

TYP

Shell Buildings 1 & 2

45°

Clear Lake Plaza II

SLAB-ON-GRADE RE: 1/S5.01

IN

2'-0" MAX U.N.O.

DATUM RE: PLAN

RE: PLAN

(T 3" YP .)

11/17/16 SEE MEP FOR GROUND

Kashou Architecture Shawn Kashou, AIA 20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

3" MIN, TYP

GRID

SEE MEP DRAWINGS FOR CONDUIT

SCHEDULED PLINTH RE: PLAN

6 3" MI N, TY P

S5.01

CSJ OR CTJ RE: PLAN

8~#5 VERTICAL WITH 5~#5 #3 @ 10" O.C. CIRCULAR TIES

STEEL COLUMN AND BASE PLATE

1/2 NUMBER OF BARS INTERRUPTED BY OPNG. PLUS ONE. TYP. ON EACH FACE OF OPNG.

CONSTRUCTION JOINT

RE: SITE PLAN FOR LOCATIONS

1'-61/8"

10'-0"

1'-61/8"

CLASS 'B' SPLICE OR 2'-0" MIN. WHICHEVER IS GREATER.

PLAN VIEW

5

INTERIOR COLUMN BLOCKOUT

6

3/4" = 1'-0"

RE: PNL EL

TYPICAL INTERIOR COLUMN SECTION

TILT WALL PANEL RE: PLAN

NOTE: RE: DETAIL 8 ON THIS SHEET FOR INFORMATION NOT SHOWN

Issued for:

PROVIDE DOWEL W/ SAME SIZE & SPACING AS WALL REINF. (5'-0" LONG, 2'-0" EMB)

Permit & Construction

11/17/16

NOTE: FOR PANEL TO FOUNDATION CONNECTION INFORMATION RE: TYPICAL PANEL DETAILS

SLAB ON GRADE RE: PLAN VARIES

#4 DOWELS @ 16" OC (CAST IN PANELS)

2'-0"

2'-0"

RE: PLAN

TILT-WALL PANEL OPENING

SLAB ON GRADE RE: PLAN

SIDEWALK OR PAVING RE: CIVIL

3/4" = 1'-0"

POUR STRIP

NOTE: FOR PANEL TO FOUNDATION CONNECTION INFORMATION RE: TYPICAL PANEL DETAILS

Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

8" DEEP BOND BM W/ 2 #5 CONT.

TYPICAL ADDN'L BAR FOR WALL OR SLAB OPENING

RE: PNL EL

RE: PLAN POUR STRIP

VARIES

7

3/4" = 1'-0"

www.kashou.com

1'-4"

1'-0"

MIN DATUM RE: PLAN

1'-0"

#4 DOWEL @ 16" OC (CAST IN PANELS) SIDEWALK OR PAVING RE: CIVIL

#4 DOWEL @ 16" O.C. 1'-4"

1'-0"

8

TYPICAL LIGHT POLE DETAIL 3/4" = 1'-0"

1'-0"

MIN

DATUM RE: PLAN FIN. FLOOR EL. RE: PLAN 2'-6" #4 @ 16" OC, TYP (DO NOT GREASE ENDS)

(2) CONT #5, TYP

(2) #5 CONT BOTTOM 2'-8"

Project No.

PIER RE: PLAN

PIER RE: PLAN

Dwg. Name

(3) #7 T&B W/#3 TIES @ 12" O.C. 1'-4"

9

TYPICAL EXTERIOR PANEL CONNECTION AT FTG SECTION 3/4" = 1'-0"

10

TYP EXTERIOR PANEL CONN. AT FTG @ DOOR OPENINGS 3/4" = 1'-0"

TYPICAL FOUNDATION DETAILS

ASA Dally STRUCTURAL ENGINEERS

11

DUMPSTER 3/4" = 1'-0"

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S5.01

RE: PLAN

RE: PLAN VARIES RE: PLAN T.O. PARAPET RE: PLAN

T.O. PARAPET RE: PLAN

CITY APPROVAL SEAL

3/16

3

ANGLE TO PLATE

2 1/2"

3

CONCRETE TILT-WALL PANEL RE: S4.01 FOR REINF

3/16

CONT L3X3X1/4

CONT L3X3X1/4

STEEL DECK RE: PLAN

3

ANGLE TO PLATE

STEEL BEAM RE: PLAN

STEEL BEAM RE: PLAN

STEEL JOIST RE: PLAN CONT L3X3X1/4

3/16

ANGLE TO PLATE

STEEL DECK RE: PLAN

STEEL DECK RE: PLAN

CONT L2 1/2X2 1/2X3/16

CONT L2 1/2X2 1/2X3/16

2 1/2"

CONCRETE TILT-WALL PANEL RE: S4.01 FOR REINF

CONCRETE TILT-WALL PANEL RE: S4.01 FOR REINF

B.O. DECK RE: PLAN

B.O. DECK RE: PLAN

B.O. DECK RE: PLAN

1/4 1/4

EMBED PLATE RE: PANEL ELEVATIONS

1/2" MIN

EMBED PLATE RE: PANEL ELEVATIONS

EMBED PLATE RE: PANEL ELEVATIONS

1/4

1/2" MAX

1/4

1 1/2" TYP

6"

STEEL JOIST RE: PLAN

NOTE: MINIMUM DISTANCE FROM EDGE OF PLATE TO EDGE OF CONCRETE TOP & SIDES = 1" BOTTOM = 4 1/4"

AT

O

2

3/4" = 1'-0"

TYPICAL ROOF GIRDER TO PANEL CONNECTION 3/4" = 1'-0"

TE

XA

90904 ES

F

TYPICAL ROOF JOIST TO PANEL CONNECTION

OF

FRED DALLY PR

1

E

S

T

S

9" X 9" X 3/8" PLATE W/ (4) 1/2" Ø x 4" LONG EXPANSION ANCHORS AT BRIDGING LOCATIONS, COORDINATE WITH JOIST MANUFACTORER

3

LI

SI

C ENS E D

ONA L EN G

R

T.O. PARAPET RE: PLAN

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

VARIES

VARIES

RE: PLAN

EE

RE: PLAN

Shell Buildings 1 & 2

GRID

Clear Lake Plaza II

GRID

GRID

IN

TYPICAL ROOF BEAM TO PANEL CONNECTION 3/4" = 1'-0"

11/17/16

Kashou Architecture Shawn Kashou, AIA 20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

www.kashou.com Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

T/PANEL RE: PANEL ELEVATIONS

GRID VARIES

NOTE: MINIMUM DISTANCE FROM EDGE OF PLATE TO EDGE OF CONCRETE TOP & SIDES= 1" BOTTOM = 4 1/4"

RE: PLAN T.O. PARAPET RE: PLAN

GALVANIZED ALL EXPOSED STRUCTURAL STEEL TOUCH UP WELDS W/ ZINC RICH PAINT T/ADJACENT LOW PANEL

3/16

3

ANGLE TO PLATE

4"

CONCRETE TILT-WALL PANEL RE: S4.01 FOR REINF

STEEL JOIST RE: PLAN

L4x4x1/4" BRACE CENTERED OVER WF BEAM

T/ EMBED. PL

CONT L3X3X1/4

STEEL DECK RE: PLAN

Issued for: Permit & Construction

11/17/16

EMBED PLATE RE: PANEL ELEVATIONS

2 1/2"

B.O. DECK RE: PLAN

METAL DECK NOT SHOWN FOR CLARITY

L6x6x1/2 x 0'-8" LONG SEAT ANGLE W/ 3/8" STIFF AT EA. JOIST

PL 1/2"x5"x8" T/STEEL VARIES

3/16

2

JOIST TO ANGLE

Project No.

1/2" STIFF PL BOTH SIDES

Dwg. Name

RE: 3/S6.01

4

TYPICAL ROOF JOIST TO PANEL CONNECTION 3/4" = 1'-0"

5

ROOF FRAMING DETAILS

SECTION 3/4" = 1'-0"

ASA Dally STRUCTURAL ENGINEERS

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S6.01

2 1/2" (MIN.) 1/8

1 1/2

STEEL DECK RE: PLAN

SEE PLAN

PER SJI

PROVIDE (2) 1/2" ERECTION BOLTS FOR JOIST @ COLUMN LINES. WELD AFTER ALIGNMENT

STEEL JOIST RE: PLAN

T/JST. BRG.

1/4"

STEEL DECK RE: PLAN

2 1/2"

1/4"

STEEL JOIST RE: PLAN

CITY APPROVAL SEAL

STEEL JOIST RE: PLAN FOR THE SIZE AND LOCATION 2 1/2"

B.O. DECK RE: PLAN

TIE JOIST (TYP. @ COL.) EXTEND BTM. CHORD

3/4" CAP PLATE

TYP

PERPENDICULAR BEAM NOT SHOWN FOR CLARITY

CONT HORIZONTAL BRIDGING (CROSS BRIDGING,WHERE REQUIRED)

TYP. STEEL JOIST RE: PLAN STEEL BEAM RE: PLAN

NOTE: ATTACH BRIDGING TO JOISTS WITH FIELD WELDS OR BOLTS AS REQUIRED

TYPICAL ROOF SECTION

2

3/4" = 1'-0"

TYPICAL ROOF SECTION

3

3/4" = 1'-0"

TYPICAL ROOF SECTION 3/4" = 1'-0" AT

E

OF

TE

XA S

S

T

FRED DALLY

O

F

ES

SI

C ENS E D

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R

EE

PR

90904 LI

IN

11/17/16 MECH. EQUIPMENT LOAD (BY OTHERS)

GRID WORK POINT FOR SLOPE RE: PLAN

REMOVE OR REINF. MTL. DK. AS REQ'D AT BEARING

STEEL DECK RE: PLAN

Kashou Architecture Shawn Kashou, AIA

NOTE: JOIST STIFFENERS ARE NOT REQUIRED FOR POINT LOADS: < 100# @ TOP CHORD < 100# @ BOTTOM CHORD

20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

"A"

www.kashou.com

COPE BEAM TOP FLANGE AND EXTEND TO SUPPORT ROOF DECK, AS REQ'D. VERIFY ALL LOADS WITH ENGINEER PRIOR TO INSTALLATION

STEEL BEAM RE: PLAN

L2x2x1/4 STRUTS FIELD LOCATE AND WELD BETWEEN TOP AND BTM. CHORDS (@ BTM. CHORD PANEL POINT)

STEEL BEAM RE: PLAN SCHEDULED COLUMN RE: PLAN

4

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

5

3/16

2 1/2" (MIN.) 1/8

1 1/2

HANGING LOAD (BY OTHERS)

TYP.

NOTE: REINFORCE TOP CHORDS AT CONCENTRATED LOADS BETWEEN PANEL POINTS

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

1 1/2

1/4"

SEE PLAN

1/4"

STEEL JOIST RE: PLAN

T/JST. BRG.

NOTE: RE: PLAN FOR ROOF SLOPES

NOTE: WHERE DIMENSION "A" IS EQUAL TO OR GREATER THAN 6", FIELD INSTALL L2x2 AS SHOWN.

2 1/2"

1

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

RE: PLAN

Shell Buildings 1 & 2

Clear Lake Plaza II

GRID

L2x2x1/4 STRUTS FIELD LOCATE AND WELD TO TOP AND BTM. CHORDS (@ TOP CHORD PANEL POINT)

Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

"A" NOTE: REINFORCEMENT REQ'.D AT ALL HANGING LOAD BTWN. PANEL POINTS AND AS NOTED.

SHEAR CONNECTION PER GENERAL STRUCT. NOTES.

6

6/S6.02 NEW 3/4" = 1'-0"

Issued for: Permit & Construction

11/17/16

Project No. Dwg. Name

ROOF FRAMING DETAILS

ASA Dally STRUCTURAL ENGINEERS

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S6.02

STEEL ROOF DECK

L 4" x 4" x 1/4" ANGLE TWO SIDES OF OPENING 3"

BEAM/JOIST SPACING MINUS 6"

WIDE FLANGE STEEL BEAM OR STEEL BAR JOIST (SEE PLAN)

3"

6'-0" MAX FOR JOIST

NOTES:

5. 6.

48

3

8 1/2"

56

77

4

11 1/2"

74

100

5

14 1/2"

93

122

6

17 1/2"

111

143

7

20 1/2"

130

160

8

23 1/2"

148

180

9

26 1/2"

167

198

10

29 1/2"

186

215

SHOP WELD REF. GENERAL NOTES.

BOLTED CONNECTION REF. GENERAL NOTES.

ELEVATION NOTCH COLUMN AND ENTER WELDED PLATE ASSEMBLY FROM TOP. WIDTH OF NOTCH TO BE 1/16" LARGER THAN PLATE THICKNESS.

THESE DETAILS APPLY TO ALL OPENINGS WITH A DIMENSION GREATER THAN 12". THESE DETAILS APPLY TO FLOOR DRAINS, ROOF DRAINS, AND OVERFLOW DRAINS. NOTE THAT ANGLE FRAMES AND OPENINGS MAY BE REQUIRED THAT ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS. COORDINATE WITH THE ARCHITECTURAL AND MEP DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC... NOT INDICATED ON THE STRUCTURAL DRAWINGS. THE LOCATION OF SLEEVES AND/OR OPENINGS SHALL BE SUBMITTED TO ASA DALLY INC.FOR REVIEW

W10 & W12 W14 & W16 W18, W21, & W24 W27 & W30 W33 & W36

HEAVIER STRUCTURAL MEMBERS MAY BE REQUIRED FOR OPENINGS LARGER THAN INDICATED IN THIS DETAIL.

3/4" = 1'-0"

STANDARD BM CONNECTION DETAIL 3/4" = 1'-0"

3

WELD TO DEVELOP BEAM REACTION TYPICAL ALL PLATES.

T

AT

E

OF

TE

XA

FRED DALLY

TYP SECTION AT STEEL WIDE FLANGE BEAM CONNECTION TO HSS (TUBE) COLS

90904 ES

F

2

PLAN VIEW

PL

O

TYPICAL ROOF OPENING

2 ROWS 3 ROWS 4 ROWS 5 ROWS 6 ROWS

WELD TO DEVELOP IN TENSION

PR

1

37

CITY APPROVAL SEAL

SHEAR PLATES TO DEVELOP BEAM REACTION.

S

4.

5 1/2"

1. REFER TO AISC - MANUAL OF STEEL CONSTRUCTION (SECTION 1). 2. ALLOWABLE WELD CAPACITY IS BASED UPON A BEAM WEB THICKNESS OF 1/2" FOR A36 MATERIAL AND 3/8" FOR ASTM A572, GRADE 50 MATERIAL. REDUCE THIS CAPACITY PROPORTIONALLY FOR A LESSER WEB THICKNESS. 3. THE SUPPORTING PLATE CAPACITY SHALL BE BASED UPON AN ALLOWABLE LOAD PER BOLT OF 65 KIPS PER INCH OF PLATE THICKNESS FOR A36 MATERIAL OR 73 KIPS PER INCH OF PLATE THICKNESS FOR ASTM A572, GRADE 50 MATERIAL. FOR BEAM CONNECTIONS ON TWO SIDES, THE SUM OF THE LOADS PER BOLT SHALL BE CONSIDERED. 4. FOR COPED BEAM CONNECTIONS, THE CAPACITY OF THE NET SHEAR AREA OF THE WEB SHALL BE VERIFIED. 5. THE CAPACITY OF THE CONNECTION SHALL BE THE LESSER VALUE OF THE ALLOWABLE BOLT CAPACITY, ALLOWABLE WELD CAPACITY, SUPPORTING PLATE CAPACITY OR THE WEB NET SHEAR AREA CAPACITY. 6. THE MINIMUM NUMBER OF ROWS OF BOLTS SHALL BE AS FOLLOWS:

2B

1. 2. 3.

2

NOTES:

IF ON JOIST REINF. AS PER 6/S702

10'-0" MAX FOR BEAMS

ALLOWABLE WELD CAPACITY (KIPS)

LI

SI

C ENS E D

ONA L EN G

R

CUT AND REMOVE DECK AFTER FASTENING TO ALL FOUR DECK SUPPORT ANGLES

ALLOWABLE BOLT CAPACITY (KIPS)

780 Clear Lake City Blvd #Bld 1, Webster, TX 77598 And 780 Clear Lake City Blvd #Bld 2, Webster, TX 77598

CONTINUOUS DECK SUPPORT L 3 x 3 x 1/4" ANGLE

L (INCHES)

EE

1/4"

NOTE: AFTER DECK OPENING IS CUT, PROVIDE UPWARD VERTICAL CLOSURE PIECE IF REQUIRED

PROVIDE 1/2" CAP PLATE AT ROOF COLUMN.

1/4"

Shell Buildings 1 & 2

OPENING DIMENSION 2A

TYP.

E70XX

3 1/2" "n"

4"

S

2A

4"

STEEL ROOF DECK

1-1/4"

MIN. WEB THICKNESS (NOTE 2)

Clear Lake Plaza II

n BOLT

1/2" MIN. TO COPE

L

1-1/4"

2B

2 - L4x3 ~8x~5

STEEL BEAM OR JOIST

k (MIN)

VARIES 1" MIN

1" MIN

k (MIN) NOTE 1

SUPPORTING PLATE

ROWS @ 3"

(3'-0" MAX.)

NOTE 1

RE: ARCH. FOR ROOFING, INSULATION, ETC.

OPENING DIMENSIONS

IN

3/4" = 1'-0" 11/17/16

Kashou Architecture Shawn Kashou, AIA 20710 Shadow Mill Ct Katy, Texas 77450 Tel: 713 . 965 4470

OUTLINE OF INSIDE FACE OF RTU CURB

www.kashou.com

L3x3x1/4 AS REQ'D. TO FRAME OPENINGS. BEAM OR JOIST

Drawings and Specifications prepared by Kashou Architecture, Inc. or their consultants, whether in electronic or hard copy, are copyrighted Instruments of Service for use solely with respect to this project at the physical address provided in these documents. Use of the Instruments of Service is licensed to the Owner only for the sole for purposes of constructing, using and maintaining the Project, provided this license has not been terminated by Kashou Architecture, Inc. This License is not transferable without written permission by Kashou Architecture, Inc. Use of these Instruments of Service for other projects is strictly prohibited. Unauthorized reproduction of these Instruments of Service is a violation of federal laws. c 2016 Kashou Architecture, Inc. All Rights Reserved

BEAM OR JOIST

A - A

3/16

A

0"

1'-0" (MAX.)

(TYP.)

COORD. W/HVAC CONTR.

L4x4x1/4 UNDER RTU CURB (OMIT WHEN CURB IS WITHIN 6" OF JOIST)

A

L4x4x1/4 x 0'-6" LG.

3/16

BEAM OR JOIST 3/16 1"

B L4x4x1/4 UNDER RTU CURB (TYP.) PROVIDE JOIST STRUT AS REQ'D. SEE TYP. JOIST REINFORCEMENT DETAIL.

B

(MAX.)

B - B

Issued for: Permit & Construction

4

11/17/16

FUTURE RTU SUPPORT FRAME 3/4" = 1'-0"

Project No. Dwg. Name

STANDARD STEEL SECTIONS and DETAILS

ASA Dally STRUCTURAL ENGINEERS

9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 PROJECT # - 16-331

TEXAS REGISTERED ENGINEERING FIRM F-003426

Dwg. No.

S7.01