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
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C ENS E D
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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
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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
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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