B
RFI#036
BLGY ARCHITECTURE 2204 FORBES DRIVE SUITE 101 AUSTIN, TX 78754 (512) 977-0390
C
B
C
20'-4"
20'-4"
1" 4'-1 3/4"
EL:116-9
ARCHITECTURE
1. If we follow 117-3 1/2" and 116-10 1/2" along grid line B & C, we are arriving with 117-4 3/8" at grid line A and 116-9" at grid line D as shown in the below snapshot, the elevation are not matching at grid A & D as per given drawing. Please review and advise.
1" 4'-1 3/4"
4"
4"
EL: 117-4 3/8 SCOTT HARRISON FRANCIS
6 Sb-5.04
81041
12/13/16 1/13/17 6/14/17
2
4 Sb-5.04
13'-7"
FUSE ARCHITECTURE STUDIO 702 SAN ANTONIO ST. AUSTIN, TX 78701 512-992-1520
CIVIL HALFF ASSOCIATES 4030 W BREAKER LN. SUITE 450 AUSTIN, TX 78759 512-777-4600
2
STRUCTURAL JQ ENGINEERING, LLP. 1608 W. 6TH SUITE 100 AUSTIN, TX 78703 512-474-9094
15'-0"
15'-0"
2
2
ASSOCIATE ARCHITECT
t.o.s el = 116'-10 1/2" (-6") along grid C
13'-7"
T.O.S. EL. =113'-0"
T.O.S. EL. =113'-5"
2 S-5.04 1 Sb-5.04
1 t.o.s el = 117'-3 1/2" (-1") along grid B
1
MEP
HSS2 1/2x2 1/2x1/4
W12x22
3
HENDRIX CONSULTING ENGINEERS 115 E. MAIN ST. ROUND ROCK, TX 78664 512-218-0060
3
12K3
LANDSCAPE COLEMAN & ASSOCIATES 9890 SILVER MOUNTAIN DR. AUSTIN, TX 78737 512-476-2090
15'-0"
2A Sb-5.04
W12x22
12K3 W12x35
15'-0"
4 Sb-5.04
12K3
4
FUELING SSG 17041 EL CAMINO REAL SUITE 200 HOUSTON, TX 77058 281-486-1943
4
5
12K3
TECHCENTER DESIGN P.O. BOX 91705 AUSTIN, TX 78709 512-407-8447
15'-0"
12K3
ACOUSTICS
4'-0" (TYP.)
EXISTING STRUCTURE
F F & E
T.O.S. EL. =117'-4 1/2"
T.O.S. EL. =117'-4 1/2"
EXISTING STRUCTURE
W12x22
15'-0"
12K3
BAi 4006 SPEEDWAY AUSTIN, TX 78751 512-476-3464
5
15'-0"
If shear plate bolted connections do not align properly after lowering the top of steel elevations, weld the beam web to the shear plate.
4 Sb-5.04
W18x35
A
7
W16x31 4"
8
1"
4"
5 3/4"
1"
5 3/4"
5 Sb-5.04
18'-0"
8 4"
2
t.o.s el = 116'-8" (-7 1/2") along grid D
20K4
18'-0"
20K4
Field verify existing top of steel elevation along grid A. If it differs from 117'-4 1/2", raise or lower the tos elevations along each grid accordingly.
3 Sb-5.04 W14x26
1 Sb-5.04
T.O.S. EL. =112'-4 1/2"
W14x26
T.O.S. EL. =113'-0"
20K4
t.o.s el = 117'-4 1/2" along grid A (f.v.)
2
4"
Top of Steel Modifications to Building B High Roof Framing 6/14/17
30'-0"
A
2 LOW ROOF FRAMING PLAN SCALE: 1/8" = 1'-0"
30'-0"
D
A
1 HIGH ROOF FRAMING PLAN
D
PLAN NOTES: 1.
TOP OF ROOF STRUCTURE IS SLOPED FOR DRAINAGE. SEE ELEVATIONS NOTED ON THE PLAN. SLOPES SHALL BE UNIFORM BETWEEN COLUMN CENTERLINES, UNLESS NOTED OTHERWISE.
2.
TOP OF STEEL ELEVATION (T.O.S. EL.) = TOP OF BEAM, JOIST, OR MEMBER SUPPORTING ROOF DECK = BOTTOM OF DECK.
3.
SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR LOCATION AND DIMENSIONS OF ROOF PENETRATIONS NOT DIMENSIONED ON PLAN. CONTRACTOR TO COORDINATE.
4.
STEEL JOISTS SHALL BE CENTERED ON AND EQUALLY SPACED BETWEEN COLUMN CENTERLINES, UNLESS NOTED OTHERWISE.
SCALE: 1/8" = 1'-0"
5.
JOISTS NOTED AS "SP" ARE SPECIAL DESIGNS TO BE PROVIDED BY SUPPLIER FOR LOADINGS INDICATED.
6.
DESIGN JOISTS FOR A ULTIMATE LEVEL NET UPLIFT OF 17 POUNDS PER SQUARE FOOT (PSF) FOR WIND LOADING. DESIGN WITHIN 9 FEET OF ROOF EDGES FOR 23 PSF NET UPLIFT.
WILLIAMSON COUNTY 3151 SE INNER LOOP
12K3
ARMKO 4705 PINEHURST DR. S AUSTIN, TX 78747 512-415-3411
6
12K3
A
7
ROOFING/WATERPROOFING
16'-6 3/4"
12K3
2 Sb-5.04
TRUE NORTH CONSULTING GROUP P.O. BOX 2169 HEWITT, TX 76643 254-229-0099
NORTH CAMPUS FACILITY
W18x35
TYP. @ 1 S-5.04 SPLICE
W12x22
4 Sb-5.04
TECHNOLOGY & SECURITY
12K3
16'-6 3/4"
6
Cut loose column cap plate and trim column to achieve specified top of steel elevation. Re-weld cap plate to trimmed column for bolted connection to beam.
2
12K3
W12x35
15'-0"
W12x22
2
PROJECT NO.: ISSUE DATE
21504.00
07/14/2016
RFI #6 - 12/13/16 2
RFI #27 - 1/13/17
B U IL D IN G b
shaping the built environment
M A IN T E N A N C E B U IL D IN G R O O F F R A M IN G P L A N
JQ ENGINEERING, LLP 1608 WEST 6TH STREET, SUITE 100 512.474.9094 JQ PROJECT NO: 6150121
AUSTIN, TEXAS 78703 JQENG.COM TBPE FIRM F-1294
S b - 2 .0 2