36C26118R0214-017.pdf
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- 654-250 New Parking Structure
- Solicitation number
- 36C26118R0214
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36C26118R0214 654_250_VA SIERRA NEVADA_RENO PARKING GARAGE Drawings_Part3.pdf
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H
2 4 5 6 7 8 9 10 11 14
G
F
E
B
A
D
C
12 133 240'-7"
8" 11'-1" 6'-10" 8'-6" 4" 7'-7" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 12'-2" 10'-9"
4"
4"
FD
FDFD
FD
SB502
/4
/4
SF401
SF402
4466.67' 4466.50' 4467.64' 4468.78' 4469.92'
4466.17' 4465.33' 4466.47' 4468.75'
4464.58' 4463.83'
4463.08' 4462.33' 4461.58'
4460.83'4459.69'
4460.86' 4462.00'
4462.12'
4466.67' 4466.58' 4466.50' 4465.75' 4465.00' 4464.25' 4463.50' 4462.75' 4462.00' 4462.08'
4462.17'
4461.67'
3.00
1.25
3.75
1.25
3.75
1.25
3.75
1.25
3.75
3.00
3.75
1.25
3.75
1.25
3.75
1.25
3.75
1.25
3.75
1.25
3.00
4458.56'
4459.72'
6 2 11
3 4 3
2 2 1
4 343
6'-3"
TYP FROM GRID 5-11, UNO
(4) TEMP TENDONS
(3) EQ SPACES 6'-3"1'-4"
(7) EQ SPACES
(8) TEMP TENDONS 5'-10" 5'-10"
(7) EQ SPACES
(8) TEMP TENDONS 1'-4"
2 2
21 1
3.00
2.50
3.00
2.25
CJ
CJ
CJ
2'-2"
3'-0"
3'-0"
POUR 1
POUR 2APOUR 2B
POUR 3
POUR 4A POUR 4B
SF301
SF301
6'-3" 6'-3"
3.00
5'-10"
(5) EQ SPACES
(6) TEMP TENDONS 5'-10" 6'-3" 6'-3" 6'-8"
(5) EQ SPACES
(6) TEMP TENDONS 5'-10"
3'-6" 6'-3"
B
B
B
B
B
G02
B
G01
B
B
B
G02
B
G04
B
B
B
B
B
B
B
B
B
B
B
SF521
SF521
SF521
SF521
9.5-11
SF531
SF521
SF521
SF521
SF521
SF521
SF521
F e
.5 k /f t
F e k
/f t
F e
.5 k /f t A
D D
L
3.75
1.25
3.75
1.25
3.75
1.25
3.00
B
B
B
B
PROVIDE #4 @ 18" OC
CONT EACH WAY
CENTERED IN SLAB, TYP
4466.75'
4462.17'
4462.08'
13.9
B.1
A.1
2.4 2.9
B.9
F e
.5 k /f t
PROVIDE TYP
AT GRID B
PROVIDE TYP
AT GRID B
7 4467.61'
#4 @ 6" OC X CONT
CENTERED IN SLAB
#4 @ 6" OC X CONT
CENTERED IN SLAB
PROVIDE TYP
AT GRID F/5-11
PROVIDE TYP
AT GRID F/5-11
PROVIDE TYP
AT GRID H
SF521
SF521
SF521
OH
SF521
OH
SF521
SF521
OH
OH
3.00
1.25
3.75
1.25
3.75
1.25
3.75
1.25
3.75
3.00 3.00
3.75
REFER TO NOTE 32
REFER TO NOTE 33, TYP
REFER TO NOTE 32
1'-0"10'-7"
1'-0"
/4
REFER TO NOTE 33, TYP
SF531
SF531
EQ 3'-0" EQ
FD
POUR X
SHEET NOTES:
NO SYMB NOTE
1 COORDINATE ALL DIMENSIONS, DETAILS, FINISHES, AND TIE HOLE LOCATIONS
WITH ARCHITECTURAL DRAWINGS.
2 INDICATES PLAN MATCH LINE.
3 FOR GENERAL NOTES, REFER TO SHEETS SI001 AND SI002
4 FOR EXPLANATION OF NOTATIONS AND ABBREVIATIONS, REFER TO GENERAL
NOTES, SHEET SI002.
5 FLOOR ELEVATIONS AS INDICATED DESIGNATE TOP OF CONCRETE SLAB AT
COLUMN CENTER LINES. ELEVATIONS DO NOT INCLUDE CONCRETE WASHES,
BEAMS, CURBS, ETC. FOR PLAN ELEVATION KEYS, REFER TO DETAILS 1-3/SF551.
6 FOR FLOOR ELEVATIONS BETWEEN POINTS INDICATED, USE STRAIGHT LINE
INTERPOLATION AND SLOPE SLAB TO DRAIN.
7 FOR COLUMN SCHEDULE, NOTES, AND DETAILS, REFER TO SHEETS SF511 AND
SF611. ALL COLUMNS ARE CENTERED ON GRID LINES UNLESS NOTED, REFER
TO COLUMN SCHEDULE.
8 FOR TYPICAL SLAB-ON-GRADE DETAILS REFER TO SHEET SB501.
9 ALL SUPPORTED LEVELS SLAB THICKNESS IS 6 INCHES TYPICAL UNLESS NOTED
OTHERWISE.
10 FOR TYPICAL PT SLAB DETAILS REFER TO SHEET SF531.
11 INDICATES PT SLAB TENDONS Fe (KIPS/FT) EQUALS EFFECTIVE PT FORCE AFTER ALL LOSSES, BASED ON 1/2 INCH DIAMETER 270 KSI STRAND. Fe = 27.0
KIPS PER STRAND, MAXIMUM.
12 ADD ONE (1) ADDITIONAL TEMPERATURE TENDON AT ALL CONSTRUCTION
JOINTS PERPENDICULAR TO SLAB SPAN. LOCATE TENDON 1'-0" FROM
CONSTRUCTION JOINT. REFER TO DETAIL 2/SF531. STRESS TENDON AFTER
CONCRETE HAS BEEN PLACED FOR ADJACENT, SUBSEQUENT POUR.
13 FOR SEALANT, DECK COATING, AND EXPANSION JOINT DETAILS, REFER TO
SHEET SF541.
14 FOR PT BEAM SCHEDULE, NOTES & DETAILS, REFER TO SHEETS SF621 AND
SF622.
15 INDICATES POUR SEQUENCE NUMBERING FOR THE SUPPORTED SLABS AND
BEAMS. SLAB AND BEAM SYSTEM HAS BEEN DESIGNED CONSIDERING THE
POUR SEQUENCE AND LAYOUT OF CONSTRUCTION JOINTS SHOWN. NO
ASSUMPTION HAS BEEN MADE REGARDING NUMBER OF CREWS PROVIDED BY
THE CONTRACTOR. CHANGES TO THIS POUR SEQUENCE MUST BE SUBMITTED
FOR REVIEW AND APPROVAL BY THE ENGINEER. ALL COST ASSOCIATED WITH
APPROVED POUR SEQUENCE CHANGES INCLUDING ANY REDESIGN BY THE
ENGINEER SHALL BE AT THE CONTRACTOR'S EXPENSE.
16 CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO ENGINEER AND
TESTING/INSPECTION AGENCY PRIOR TO COMPLETION OF INSTALLATION OF
POST-TENSIONING AND REINFORCEMENT. CONTRACTOR SHALL ALLOW
ENGINEER AND TESTING/INSPECTION AGENCY ACCESS FOR AT LEAST SIX (6)
CONSECUTIVE HOURS DURING A TYPICAL WORK DAY (7AM-5PM MONDAY THRU
SATURDAY) FOR REVIEW OF INSTALLED WORK. THIS REVIEW SHALL TAKE
PLACE FOLLOWING THE COMPLETION OF POST-TENSIONING AND REINF
INSTALLATION FOR ENTIRE POUR AREA AND PRIOR TO COMMENCEMENT OF
CONCRETE PLACEMENT OPERATIONS.
17 INDICATES FLOOR DRAIN. FOR ADDITIONAL INFO, REFER TO DETAIL 5/SB501,
10/SF531 AND PLUMBING DRAWINGS
18 FOR ADDITIONAL FLOOR DRAIN INFORMATION, REFER TO
MECHANICAL/PLUMBING
DRAWINGS.
19 ALL PIPING FLOOR PENETRATIONS SHALL HAVE PVC COLLARS TO ELIMINATE
FLOODING FROM FLOOR TO FLOOR, REFER TO DETAIL 7/SF551.
20 REFER TO MECHANICAL/PLUMBING DRAWINGS FOR DRAIN AND PIPE SIZES. NO
PIPING SHALL BE INSTALLED WITH LESS THAN 8'-4" CLEARANCE
UNLESS IT IS IMMEDIATELY ADJACENT TO A WALL OR COLUMN LINE
WHERE IT COULD NOT BE HIT BY A VEHICLE OR PEDESTRIAN.
21 ALL VERTICAL RISERS FOR PLUMBING, ELECTRICAL AND MECHANICAL
SYSTEMS SHALL BE PROTECTED BY STEEL PIPE GUARDS, REFER TO
DETAILS 7, 8, & 9/SF551.
22 DATUM: XXX.XX' = ELEVATION ABOVE MEAN SEA LEVEL, REFER TO CIVIL
23 SLAB-ON-GRADE SHALL BE A MINIMUM OF 5" THICK CONCRETE OVER 24" OF
COMPACTED STRUCTURAL FILL. SLAB-ON-GRADE IS REINFORCED WITH #4 @
12" OC EACH WAY.
24 ALL CONTROL AND CONSTRUCTION JOINTS SHALL BE HAND TOOLED IN
SUPPORTED STRUCTURE, REFER TO 1 AND 2/SF541. SLAB-ON-GRADE
CONTROL JOINTS MAY BE SAW-CUT. REFER TO DETAIL 22/SF541.
25 ALL CRACKS THAT APPEAR IN SOG AND CIP SLAB SHALL BE ROUTED &
SEALED, REFER TO DETAIL 11 AND 12/SF541.
26 FOR LIGHT POLE LOCATIONS AND LIGHT POLE BASE DETAILS REFER TO
ELECTRICAL AND DETAIL 7/SF511
27 INDICATES DECK COATING, REFER TO DETAILS 17-20/SF541 FOR
ADDITIONAL INFORMATION.
28 PROVIDE CONCRETE SEALER ON ALL SLAB SURFACES AS INDICATED IN
GENERAL NOTE 7.1.
29 SHEET SF102 SHOWS TEMPERATURE TENDON LAYOUT, TYPICAL FOR SF102,
SF103 AND SF104.
30 WORK SHALL INCLUDE ALL NECESSARY ACCOMMODATIONS FOR HOT AND COLD
WEATHER CONCRETE INSTALLATIONS INCLUDING, BUT NOT LIMITED TO:
CHILLED MIXING WATER, NIGHT PLACEMENTS, EVAPORATION REDUCING
MEASURES, HEATING, BLANKETS, ADMIXTURES, ETC. REFER TO SPEC SECTION
033000.
31 FOR MASONRY DETAILS, REFER TO DETAILS 7, 8, 9, AND 10/SF551.
32 FOR EXTERIOR CONTROL JOINTS IN SHEAR WALLS AND UPTURNED BEAMS,
COORD WITH ARCH DRAWINGS AND PROVIDE 1" V-NOTCH PER DETAIL 12/SB501
WITHOUT SEALANT. DO NOT RETURN JOINT ACROSS TOP OF WALL/BEAM AND
DO NOT PROVIDE JOINT ON INSIDE FACE. ALL BARS TO BE CONTINUOUS AT
JOINTS, DO NOT CUT HORZ BARS.
33 FOR EXTERIOR CONTROL JOINTS IN CONC BUMPER WALLS, COORD WITH ARCH
DRAWINGS AND PROVIDE 1" V-NOTCH PER DETAIL 12/SB501 WITHOUT SEALANT.
ALL BARS TO BE CONTINUOUS AT JOINTS, DO NOT CUT HORZ BARS.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
Architect / Civil Engineer:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural Engineers: E/T Engineers:
CARL WALKER INC.
8910 Purdue Rd.
Suite 400 Indianapolis, IN 46268
Tele: 317.735.3349 POC: Doug Gannon
P.K. ELECTRICAL INC.
681 Sierra Rose Drive Suite B Reno, NV 89511
Tele: 775.826.9010 POC: Jason Aviles
M/P Engineers:
AINSWORTH ASSOCIATES
1420 Holcomb Avenue Suite 201 Reno, NV 89502
Tele: 775.329.9100 POC: Roger Gravelle
GUIDON DESIGN INC.
905 North Capitol Avenue Suite 100 Indianapolis, IN 46204
Tele: 317.800.6388 POC: Stacey Paul
NOT SPRINKLERED
D R e v it U s e r
F ile s \N
-2
-2
-C
W I-
V e r1 d a n .b ro w n L D
P W
Z .r v t
/5
/2
:0 :2
P
M
RENO, NV
SF102
LEVEL 2 PLAN - STRUCTURAL PARKING GARAGE DESIGN 654-250
2018/03/05 DPG DEB
BID DOCUMENTS
C. Patrick Cassady, COR
NORTH
1/8" = 1'-0"
LEVEL 2 PLAN - STRUCTURAL
LEVEL 1
4450'-10"
LEVEL 2
4462'-2"
LEVEL 3
4473'-6"
LEVEL 4
4484'-10"
LEVEL 1
4455'-4"
LEVEL 2
4466'-8"
LEVEL 3
4478'-0"
LEVEL 4
4489'-4"
ISOMETRIC VIEW
Revisions: Date:
2 4 5 6 7 8 9 10 11 14
G
F
E
B
A
D
C
12 133 240'-7"
8" 11'-1" 6'-10" 8'-6" 4" 7'-7" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 12'-2" 10'-9"
4"
4"
FD
FDFD
FD
/4
/4
SF401
SF402
3.00
2.50
F e
6.
k/ ft
3.00
1.25
3.75
1.25
3.75
1.25
3.75
1.25
3.75 3.75
1.25
4478.00' 4477.83' 4478.97' 4480.11' 4481.25'
4477.50' 4476.67' 4477.80' 4480.08'
4475.92' 4475.17'
4474.42' 4473.67' 4472.92'
4472.17'4471.02'
4472.19' 4473.33 4473.45'
4478.00' 4477.92' 4477.83' 4477.08' 4476.33' 4475.58' 4474.83' 4474.08' 4473.33' 4473.42' 4473.50'
4473.00'4468.89'
4471.05'
CJ
CJ
CJ
CJ
3'-0" 3'-0"
3'-0"
3'-0"
POUR 5
POUR 6APOUR 6B
POUR 7
POUR 8A POUR 8B POUR 4B
SF301
SF301
3.00
1.25
3.75
1.25
3.75
1.25
3.75
1.25
3.75
3.00
3.75
1.25
3.75
1.25
3.75
1.25
3.75
1.25
3.75
1.25
3.00
3.00
3.00 3.00
B
B
B
B
B
G01G04
B
B
G02
B
B
B
B
G02
B
B
B
B
B
B
B
B
B
B
B
SF521
SF521
SF521
SF531
SF521
SF521
SF521
SF521
SF521
SF521
B
B
B
B
PROVIDE #4 @ 18" OC
CONT EACH WAY
CENTERED IN SLAB, TYP
4478.08'
4473.50'
4473.42'
13.9
B.1
A.1
2.4 2.9
B.9
4478.94'
PROVIDE TYP
AT GRID B
PROVIDE TYP
AT GRID B
#4 @ 6" OC X CONT
CENTERED IN SLAB
#4 @ 6" OC X CONT
CENTERED IN SLAB
PROVIDE TYP
AT GRID F/5-11
PROVIDE TYP
AT GRID F/5-11
PROVIDE TYP
AT GRID H
SF521
SF521
SF521
OH
SF521
OH
SF521
SF521
OH
OH
6 2 11
3 4 3
SF531
SF531
3.75
1.25 1.25 1.25
3.003.75
1.25
3.75
(B
A
LT
H
J
(B
A
LT
H
J
(B
A
LT
L
(B
A
LT
L
AT ALT H: POWDER COATED
METAL STAIR REFER TO
ARCH & SPEC. GC TO
COORD CONNECTIONS W/
STAIR SUPPLIER
(B
A
LT
H
J
(B
A
LT
H
J
(B
A
LT
J
(B
A
LT
J
(B
A
LT
J
K
(B
A
LT
K
(B
A
LT
K
L
(B
A
LT
L
(B
A
LT
L
REFER TO NOTE 33, TYP
3.75
REFER TO NOTE 32
REFER TO NOTE 33, TYP
REFER TO NOTE 32
EQ 3'-0" EQ
FD
POUR X
SHEET NOTES:
NO SYMB NOTE
1 COORDINATE ALL DIMENSIONS, DETAILS, FINISHES, AND TIE HOLE LOCATIONS
WITH ARCHITECTURAL DRAWINGS.
2 INDICATES PLAN MATCH LINE.
3 FOR GENERAL NOTES, REFER TO SHEETS SI001 AND SI002
4 FOR EXPLANATION OF NOTATIONS AND ABBREVIATIONS, REFER TO GENERAL
NOTES, SHEET SI002.
5 FLOOR ELEVATIONS AS INDICATED DESIGNATE TOP OF CONCRETE SLAB AT
COLUMN CENTER LINES. ELEVATIONS DO NOT INCLUDE CONCRETE WASHES,
BEAMS, CURBS, ETC. FOR PLAN ELEVATION KEYS, REFER TO DETAILS 1-3/SF551.
6 FOR FLOOR ELEVATIONS BETWEEN POINTS INDICATED, USE STRAIGHT LINE
INTERPOLATION AND SLOPE SLAB TO DRAIN.
7 FOR COLUMN SCHEDULE, NOTES, AND DETAILS, REFER TO SHEETS SF511 AND
SF611. ALL COLUMNS ARE CENTERED ON GRID LINES UNLESS NOTED, REFER
TO COLUMN SCHEDULE.
8 FOR TYPICAL SLAB-ON-GRADE DETAILS REFER TO SHEET SB501.
9 ALL SUPPORTED LEVELS SLAB THICKNESS IS 6 INCHES TYPICAL UNLESS NOTED
OTHERWISE.
10 FOR TYPICAL PT SLAB DETAILS REFER TO SHEET SF531.
11 INDICATES PT SLAB TENDONS Fe (KIPS/FT) EQUALS EFFECTIVE PT FORCE AFTER ALL LOSSES, BASED ON 1/2 INCH DIAMETER 270 KSI STRAND. Fe = 27.0
KIPS PER STRAND, MAXIMUM.
12 ADD ONE (1) ADDITIONAL TEMPERATURE TENDON AT ALL CONSTRUCTION
JOINTS PERPENDICULAR TO SLAB SPAN. LOCATE TENDON 1'-0" FROM
CONSTRUCTION JOINT. REFER TO DETAIL 2/SF531. STRESS TENDON AFTER
CONCRETE HAS BEEN PLACED FOR ADJACENT, SUBSEQUENT POUR.
13 FOR SEALANT, DECK COATING, AND EXPANSION JOINT DETAILS, REFER TO
SHEET SF541.
14 FOR PT BEAM SCHEDULE, NOTES & DETAILS, REFER TO SHEETS SF621 AND
SF622.
15 INDICATES POUR SEQUENCE NUMBERING FOR THE SUPPORTED SLABS AND
BEAMS. SLAB AND BEAM SYSTEM HAS BEEN DESIGNED CONSIDERING THE
POUR SEQUENCE AND LAYOUT OF CONSTRUCTION JOINTS SHOWN. NO
ASSUMPTION HAS BEEN MADE REGARDING NUMBER OF CREWS PROVIDED BY
THE CONTRACTOR. CHANGES TO THIS POUR SEQUENCE MUST BE SUBMITTED
FOR REVIEW AND APPROVAL BY THE ENGINEER. ALL COST ASSOCIATED WITH
APPROVED POUR SEQUENCE CHANGES INCLUDING ANY REDESIGN BY THE
ENGINEER SHALL BE AT THE CONTRACTOR'S EXPENSE.
16 CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO ENGINEER AND
TESTING/INSPECTION AGENCY PRIOR TO COMPLETION OF INSTALLATION OF
POST-TENSIONING AND REINFORCEMENT. CONTRACTOR SHALL ALLOW
ENGINEER AND TESTING/INSPECTION AGENCY ACCESS FOR AT LEAST SIX (6)
CONSECUTIVE HOURS DURING A TYPICAL WORK DAY (7AM-5PM MONDAY THRU
SATURDAY) FOR REVIEW OF INSTALLED WORK. THIS REVIEW SHALL TAKE
PLACE FOLLOWING THE COMPLETION OF POST-TENSIONING AND REINF
INSTALLATION FOR ENTIRE POUR AREA AND PRIOR TO COMMENCEMENT OF
CONCRETE PLACEMENT OPERATIONS.
17 INDICATES FLOOR DRAIN. FOR ADDITIONAL INFO, REFER TO DETAIL 5/SB501,
10/SF531 AND PLUMBING DRAWINGS
18 FOR ADDITIONAL FLOOR DRAIN INFORMATION, REFER TO
MECHANICAL/PLUMBING
DRAWINGS.
19 ALL PIPING FLOOR PENETRATIONS SHALL HAVE PVC COLLARS TO ELIMINATE
FLOODING FROM FLOOR TO FLOOR, REFER TO DETAIL 7/SF551.
20 REFER TO MECHANICAL/PLUMBING DRAWINGS FOR DRAIN AND PIPE SIZES. NO
PIPING SHALL BE INSTALLED WITH LESS THAN 8'-4" CLEARANCE
UNLESS IT IS IMMEDIATELY ADJACENT TO A WALL OR COLUMN LINE
WHERE IT COULD NOT BE HIT BY A VEHICLE OR PEDESTRIAN.
21 ALL VERTICAL RISERS FOR PLUMBING, ELECTRICAL AND MECHANICAL
SYSTEMS SHALL BE PROTECTED BY STEEL PIPE GUARDS, REFER TO
DETAILS 7, 8, & 9/SF551.
22 DATUM: XXX.XX' = ELEVATION ABOVE MEAN SEA LEVEL, REFER TO CIVIL
23 SLAB-ON-GRADE SHALL BE A MINIMUM OF 5" THICK CONCRETE OVER 24" OF
COMPACTED STRUCTURAL FILL. SLAB-ON-GRADE IS REINFORCED WITH #4 @
12" OC EACH WAY.
24 ALL CONTROL AND CONSTRUCTION JOINTS SHALL BE HAND TOOLED IN
SUPPORTED STRUCTURE, REFER TO 1 AND 2/SF541. SLAB-ON-GRADE
CONTROL JOINTS MAY BE SAW-CUT. REFER TO DETAIL 22/SF541.
25 ALL CRACKS THAT APPEAR IN SOG AND CIP SLAB SHALL BE ROUTED &
SEALED, REFER TO DETAIL 11 AND 12/SF541.
26 FOR LIGHT POLE LOCATIONS AND LIGHT POLE BASE DETAILS REFER TO
ELECTRICAL AND DETAIL 7/SF511
27 INDICATES DECK COATING, REFER TO DETAILS 17-20/SF541 FOR
ADDITIONAL INFORMATION.
28 PROVIDE CONCRETE SEALER ON ALL SLAB SURFACES AS INDICATED IN
GENERAL NOTE 7.1.
29 SHEET SF102 SHOWS TEMPERATURE TENDON LAYOUT, TYPICAL FOR SF102,
SF103 AND SF104.
30 WORK SHALL INCLUDE ALL NECESSARY ACCOMMODATIONS FOR HOT AND COLD
WEATHER CONCRETE INSTALLATIONS INCLUDING, BUT NOT LIMITED TO:
CHILLED MIXING WATER, NIGHT PLACEMENTS, EVAPORATION REDUCING
MEASURES, HEATING, BLANKETS, ADMIXTURES, ETC. REFER TO SPEC SECTION
033000.
31 FOR MASONRY DETAILS, REFER TO DETAILS 7, 8, 9, AND 10/SF551.
32 FOR EXTERIOR CONTROL JOINTS IN SHEAR WALLS AND UPTURNED BEAMS,
COORD WITH ARCH DRAWINGS AND PROVIDE 1" V-NOTCH PER DETAIL 12/SB501
WITHOUT SEALANT. DO NOT RETURN JOINT ACROSS TOP OF WALL/BEAM AND
DO NOT PROVIDE JOINT ON INSIDE FACE. ALL BARS TO BE CONTINUOUS AT
JOINTS, DO NOT CUT HORZ BARS.
33 FOR EXTERIOR CONTROL JOINTS IN CONC BUMPER WALLS, COORD WITH ARCH
DRAWINGS AND PROVIDE 1" V-NOTCH PER DETAIL 12/SB501 WITHOUT SEALANT.
ALL BARS TO BE CONTINUOUS AT JOINTS, DO NOT CUT HORZ BARS.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
Architect / Civil Engineer:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural Engineers: E/T Engineers:
CARL WALKER INC.
8910 Purdue Rd.
Suite 400 Indianapolis, IN 46268
Tele: 317.735.3349 POC: Doug Gannon
P.K. ELECTRICAL INC.
681 Sierra Rose Drive Suite B Reno, NV 89511
Tele: 775.826.9010 POC: Jason Aviles
M/P Engineers:
AINSWORTH ASSOCIATES
1420 Holcomb Avenue Suite 201 Reno, NV 89502
Tele: 775.329.9100 POC: Roger Gravelle
GUIDON DESIGN INC.
905 North Capitol Avenue Suite 100 Indianapolis, IN 46204
Tele: 317.800.6388 POC: Stacey Paul
NOT SPRINKLERED
D R e v it U s e r
F ile s \N
-2
-2
-C
W I-
V e r1 d a n .b ro w n L D
P W
Z .r v t
/5
/2
:0 :3
P
M
RENO, NV
SF103
LEVEL 3 PLAN - STRUCTURAL PARKING GARAGE DESIGN 654-250
2018/03/05 DPG DEB
BID DOCUMENTS
C. Patrick Cassady, COR
NORTH
1/8" = 1'-0"
LEVEL 3 PLAN - STRUCTURAL
LEVEL 1
4450'-10"
LEVEL 2
4462'-2"
LEVEL 3
4473'-6"
LEVEL 4
4484'-10"
LEVEL 1
4455'-4"
LEVEL 2
4466'-8"
LEVEL 3
4478'-0"
LEVEL 4
4489'-4"
2 4 5 6 7 8 9 10 11 14
G
F
E
B
A
D
C
12 133 240'-7"
8" 11'-1" 6'-10" 8'-6" 4" 7'-7" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 22'-9" 12'-2" 10'-9"
4"
4"
FD
FDFD
FD
/4
/4
SF401
SF402
2 2 2 2 2 11
3 4 4 4 4 4 3
3.00
2.50
F e
6.
k/ ft
3.00
1.25
3.75
1.25
3.75
1.25
3.00 3.75
1.25
3.75
1.25
3.75
1.25
3.75
1.25
3.00
4489.33' 4489.17' 4490.30'
4488.83' 4488.00' 4489.14'
4487.25' 4486.50'
4485.75' 4485.00' 4484.25'
4483.50'4482.36'
4483.52' 4484.67' 4484.79'
4489.33' 4489.25' 4489.17' 4488.42' 4487.67' 4486.92' 4486.17' 4485.42' 4484.67' 4484.75' 4484.83'
4484.33'
4482.39'
CJ
CJ
CJ
3'-0"
3'-0"
3'-0"
POUR 9
POUR 10APOUR 10B
POUR 11
POUR 8B
SF301
SF301
3.00
1.25
3.75
1.25
3.75
1.25
3.75
1.25
3.75
3.00
3.75
1.25
3.75
1.25
3.75
1.25
3.75
1.25
3.75
1.25
3.00
3.00
SF402
SF401
B
B
B
B
B
B
G01G04
B
B
B
G02
B
B
B
B
G02
B
B
B
B
B
B
B
B
B
SF521
SF521
SF521
SF531
SF521
SF521
SF521
SF521
SF521
SF521
SF521
SF521
B
B
B
B
PROVIDE #4 @ 18" OC
CONT EACH WAY
CENTERED IN SLAB, TYP
4489.42'
4484.83'
4484.75'
13.9
B.1
A.1
2.4 2.9
B.9
TOC EL 4497.83' TOC EL 4497.83' TOC EL 4497.83' TOC EL 4497.00' TOC EL 4496.17' TOC EL 4495.42' TOC EL 4494.58' TOC EL 4493.83' TOC EL 4493.08' TOC EL 4493.08' TOC EL 4493.25'
TOC EL
4493.25'
TOC EL
4493.25'
TOC EL
4493.25'
TOC EL 4493.25'TOC EL 4492.17'TOC EL 4491.00'TOC EL 4489.83'TOC EL 4488.67'TOC EL 4498.83'TOC EL 4497.75'
TOC EL 4498.83'
TOC EL
4492.33'
TOC EL 4490.83' TOC EL 4490.08' TOC EL
4489.33'
TOC EL
4488.58'
TOC EL
4487.83'
TOC EL
4497.83'
TOC EL
4497.83'
TOC EL
4497.83'
PROVIDE TYP
AT GRID B
PROVIDE TYP
AT GRID B
#4 @ 6" OC X CONT
CENTERED IN SLAB
#4 @ 6" OC X CONT
CENTERED IN SLAB
PROVIDE TYP
AT GRID F/5-11
PROVIDE TYP
AT GRID F/5-11
PROVIDE TYP
AT GRID H
4481.22' 1
SF521
SF521
SF521
OH
SF521
OH
SF521
SF521
OH
OH
SF531
SF531
(B
A
LT
L
(B
A
LT
L
(B
A
LT
H
(B
A
LT
H
REFER TO NOTE 32
REFER TO NOTE 33, TYP
REFER TO NOTE 32
REFER TO
NOTE 33, TYP
REFER TO NOTE 33, TYP
AT ALT H: POWDER COATED
METAL STAIR REFER TO
ARCH & SPEC. GC TO
COORD CONNECTIONS W/
STAIR SUPPLIER
AT ALT H: PROVIDE
3'-6" OPENING IN
CONC BUMPER
WALL AT STAIR
(G05 @ ALT L)
(G06 @ ALT H)
SF521
ALT H
(B
A
LT
J
SF521
ALT J
SF521
ALT K
(B
A
LT
K
NO CJ AT ALT K
(G06 @ ALT L)
SF521
ALT L
1 1ALT J ALT K
3ALT J 3ALT K
3.00
ALT K
3.00
ALT J
FD
POUR X
SHEET NOTES:
NO SYMB NOTE
1 COORDINATE ALL DIMENSIONS, DETAILS, FINISHES, AND TIE HOLE LOCATIONS
WITH ARCHITECTURAL DRAWINGS.
2 INDICATES PLAN MATCH LINE.
3 FOR GENERAL NOTES, REFER TO SHEETS SI001 AND SI002
4 FOR EXPLANATION OF NOTATIONS AND ABBREVIATIONS, REFER TO GENERAL
NOTES, SHEET SI002.
5 FLOOR ELEVATIONS AS INDICATED DESIGNATE TOP OF CONCRETE SLAB AT
COLUMN CENTER LINES. ELEVATIONS DO NOT INCLUDE CONCRETE WASHES,
BEAMS, CURBS, ETC. FOR PLAN ELEVATION KEYS, REFER TO DETAILS 1-3/SF551.
6 FOR FLOOR ELEVATIONS BETWEEN POINTS INDICATED, USE STRAIGHT LINE
INTERPOLATION AND SLOPE SLAB TO DRAIN.
7 FOR COLUMN SCHEDULE, NOTES, AND DETAILS, REFER TO SHEETS SF511 AND
SF611. ALL COLUMNS ARE CENTERED ON GRID LINES UNLESS NOTED, REFER
TO COLUMN SCHEDULE.
8 FOR TYPICAL SLAB-ON-GRADE DETAILS REFER TO SHEET SB501.
9 ALL SUPPORTED LEVELS SLAB THICKNESS IS 6 INCHES TYPICAL UNLESS NOTED
OTHERWISE.
10 FOR TYPICAL PT SLAB DETAILS REFER TO SHEET SF531.
11 INDICATES PT SLAB TENDONS Fe (KIPS/FT) EQUALS EFFECTIVE PT FORCE AFTER ALL LOSSES, BASED ON 1/2 INCH DIAMETER 270 KSI STRAND. Fe = 27.0
KIPS PER STRAND, MAXIMUM.
12 ADD ONE (1) ADDITIONAL TEMPERATURE TENDON AT ALL CONSTRUCTION
JOINTS PERPENDICULAR TO SLAB SPAN. LOCATE TENDON 1'-0" FROM
CONSTRUCTION JOINT. REFER TO DETAIL 2/SF531. STRESS TENDON AFTER
CONCRETE HAS BEEN PLACED FOR ADJACENT, SUBSEQUENT POUR.
13 FOR SEALANT, DECK COATING, AND EXPANSION JOINT DETAILS, REFER TO
SHEET SF541.
14 FOR PT BEAM SCHEDULE, NOTES & DETAILS, REFER TO SHEETS SF621 AND
SF622.
15 INDICATES POUR SEQUENCE NUMBERING FOR THE SUPPORTED SLABS AND
BEAMS. SLAB AND BEAM SYSTEM HAS BEEN DESIGNED CONSIDERING THE
POUR SEQUENCE AND LAYOUT OF CONSTRUCTION JOINTS SHOWN. NO
ASSUMPTION HAS BEEN MADE REGARDING NUMBER OF CREWS PROVIDED BY
THE CONTRACTOR. CHANGES TO THIS POUR SEQUENCE MUST BE SUBMITTED
FOR REVIEW AND APPROVAL BY THE ENGINEER. ALL COST ASSOCIATED WITH
APPROVED POUR SEQUENCE CHANGES INCLUDING ANY REDESIGN BY THE
ENGINEER SHALL BE AT THE CONTRACTOR'S EXPENSE.
16 CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO ENGINEER AND
TESTING/INSPECTION AGENCY PRIOR TO COMPLETION OF INSTALLATION OF
POST-TENSIONING AND REINFORCEMENT. CONTRACTOR SHALL ALLOW
ENGINEER AND TESTING/INSPECTION AGENCY ACCESS FOR AT LEAST SIX (6)
CONSECUTIVE HOURS DURING A TYPICAL WORK DAY (7AM-5PM MONDAY THRU
SATURDAY) FOR REVIEW OF INSTALLED WORK. THIS REVIEW SHALL TAKE
PLACE FOLLOWING THE COMPLETION OF POST-TENSIONING AND REINF
INSTALLATION FOR ENTIRE POUR AREA AND PRIOR TO COMMENCEMENT OF
CONCRETE PLACEMENT OPERATIONS.
17 INDICATES FLOOR DRAIN. FOR ADDITIONAL INFO, REFER TO DETAIL 5/SB501,
10/SF531 AND PLUMBING DRAWINGS
18 FOR ADDITIONAL FLOOR DRAIN INFORMATION, REFER TO
MECHANICAL/PLUMBING
DRAWINGS.
19 ALL PIPING FLOOR PENETRATIONS SHALL HAVE PVC COLLARS TO ELIMINATE
FLOODING FROM FLOOR TO FLOOR, REFER TO DETAIL 7/SF551.
20 REFER TO MECHANICAL/PLUMBING DRAWINGS FOR DRAIN AND PIPE SIZES. NO
PIPING SHALL BE INSTALLED WITH LESS THAN 8'-4" CLEARANCE
UNLESS IT IS IMMEDIATELY ADJACENT TO A WALL OR COLUMN LINE
WHERE IT COULD NOT BE HIT BY A VEHICLE OR PEDESTRIAN.
21 ALL VERTICAL RISERS FOR PLUMBING, ELECTRICAL AND MECHANICAL
SYSTEMS SHALL BE PROTECTED BY STEEL PIPE GUARDS, REFER TO
DETAILS 7, 8, & 9/SF551.
22 DATUM: XXX.XX' = ELEVATION ABOVE MEAN SEA LEVEL, REFER TO CIVIL
23 SLAB-ON-GRADE SHALL BE A MINIMUM OF 5" THICK CONCRETE OVER 24" OF
COMPACTED STRUCTURAL FILL. SLAB-ON-GRADE IS REINFORCED WITH #4 @
12" OC EACH WAY.
24 ALL CONTROL AND CONSTRUCTION JOINTS SHALL BE HAND TOOLED IN
SUPPORTED STRUCTURE, REFER TO 1 AND 2/SF541. SLAB-ON-GRADE
CONTROL JOINTS MAY BE SAW-CUT. REFER TO DETAIL 22/SF541.
25 ALL CRACKS THAT APPEAR IN SOG AND CIP SLAB SHALL BE ROUTED &
SEALED, REFER TO DETAIL 11 AND 12/SF541.
26 FOR LIGHT POLE LOCATIONS AND LIGHT POLE BASE DETAILS REFER TO
ELECTRICAL AND DETAIL 7/SF511
27 INDICATES DECK COATING, REFER TO DETAILS 17-20/SF541 FOR
ADDITIONAL INFORMATION.
28 PROVIDE CONCRETE SEALER ON ALL SLAB SURFACES AS INDICATED IN
GENERAL NOTE 7.1.
29 SHEET SF102 SHOWS TEMPERATURE TENDON LAYOUT, TYPICAL FOR SF102,
SF103 AND SF104.
30 WORK SHALL INCLUDE ALL NECESSARY ACCOMMODATIONS FOR HOT AND COLD
WEATHER CONCRETE INSTALLATIONS INCLUDING, BUT NOT LIMITED TO:
CHILLED MIXING WATER, NIGHT PLACEMENTS, EVAPORATION REDUCING
MEASURES, HEATING, BLANKETS, ADMIXTURES, ETC. REFER TO SPEC SECTION
033000.
31 FOR MASONRY DETAILS, REFER TO DETAILS 7, 8, 9, AND 10/SF551.
32 FOR EXTERIOR CONTROL JOINTS IN SHEAR WALLS AND UPTURNED BEAMS,
COORD WITH ARCH DRAWINGS AND PROVIDE 1" V-NOTCH PER DETAIL 12/SB501
WITHOUT SEALANT. DO NOT RETURN JOINT ACROSS TOP OF WALL/BEAM AND
DO NOT PROVIDE JOINT ON INSIDE FACE. ALL BARS TO BE CONTINUOUS AT
JOINTS, DO NOT CUT HORZ BARS.
33 FOR EXTERIOR CONTROL JOINTS IN CONC BUMPER WALLS, COORD WITH ARCH
DRAWINGS AND PROVIDE 1" V-NOTCH PER DETAIL 12/SB501 WITHOUT SEALANT.
ALL BARS TO BE CONTINUOUS AT JOINTS, DO NOT CUT HORZ BARS.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
Architect / Civil Engineer:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural Engineers: E/T Engineers:
CARL WALKER INC.
8910 Purdue Rd.
Suite 400 Indianapolis, IN 46268
Tele: 317.735.3349 POC: Doug Gannon
P.K. ELECTRICAL INC.
681 Sierra Rose Drive Suite B Reno, NV 89511
Tele: 775.826.9010 POC: Jason Aviles
M/P Engineers:
AINSWORTH ASSOCIATES
1420 Holcomb Avenue Suite 201 Reno, NV 89502
Tele: 775.329.9100 POC: Roger Gravelle
GUIDON DESIGN INC.
905 North Capitol Avenue Suite 100 Indianapolis, IN 46204
Tele: 317.800.6388 POC: Stacey Paul
NOT SPRINKLERED
D R e v it U s e r
F ile s \N
-2
-2
-C
W I-
V e r1 d a n .b ro w n L D
P W
Z .r v t
/5
/2
:0 :3
P
M
RENO, NV
SF104
LEVEL 4 PLAN - STRUCTURAL PARKING GARAGE DESIGN 654-250
2018/03/05 DPG DEB
BID DOCUMENTS
C. Patrick Cassady, COR
NORTH
1/8" = 1'-0"
LEVEL 4 PLAN - STRUCTURAL
LEVEL 1
4450'-10"
LEVEL 2
4462'-2"
LEVEL 3
4473'-6"
LEVEL 4
4484'-10"
LEVEL 1
4455'-4"
LEVEL 2
4466'-8"
LEVEL 3
4478'-0"
LEVEL 4
4489'-4"
2 4 5 6 7 8 9 10 11 1412
4484'-10"
LEVEL 4
4455'-4"
LEVEL 1
4473'-6"
LEVEL 3
4462-2"
LEVEL 2
4450'-10"
LEVEL 1
4466-8"
LEVEL 2
4478'-0"
LEVEL 3
4489'-4"
LEVEL 4
SB502
SB503
SF521
SF521
SF521
TYP AT SHEAR
WALL
SB502
SB503
SB503
2.4
SF521
SF521
SF521
SF521
OH
SF521
OH
SF521
OH
SF522
TYP,
GRID 9
SF522
TYP,
GRID 7
OH
SF522
TYP,
GRID 6
SF522
TYP,
GRID 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
Architect / Civil Engineer:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural Engineers: E/T Engineers:
CARL WALKER INC.
8910 Purdue Rd.
Suite 400 Indianapolis, IN 46268
Tele: 317.735.3349 POC: Doug Gannon
P.K. ELECTRICAL INC.
681 Sierra Rose Drive Suite B Reno, NV 89511
Tele: 775.826.9010 POC: Jason Aviles
M/P Engineers:
AINSWORTH ASSOCIATES
1420 Holcomb Avenue Suite 201 Reno, NV 89502
Tele: 775.329.9100 POC: Roger Gravelle
GUIDON DESIGN INC.
905 North Capitol Avenue Suite 100 Indianapolis, IN 46204
Tele: 317.800.6388 POC: Stacey Paul
NOT SPRINKLERED
D R e v it U s e r
F ile s \N
-2
-2
-C
W I-
V e r1 d a n .b ro w n L D
P W
Z .r v t
/5
/2
:0 :3
P
M
RENO, NV
SF301
BUILDING SECTIONS -
STRUCTURAL
PARKING GARAGE DESIGN 654-250
2018/03/05 DPG DEB
BID DOCUMENTS
C. Patrick Cassady, COR
1/8" = 1'-0"
BUILDING SECTION AT GRID F ( LOOKING NORTH)
B
D
C
F2
.0
0' F5
.0 0'
TOF 4446.00'
13.9
B.1
10'-9" 4" 1'-0"
/4
/4
SF561
SF561
F24446.00'
F84446.00'
WJ
WJ
E Q
E Q
WJ
SF562
SF562
B
D
C
10'-9" 4" 1'-0"
/4
/4
TOW EL 4451.50'
5'-10"
5'-5"
13.9
B.1
4450.83'
TO LEDGE EL 4451.50'
EJ, REFER TO 8/SF541,
DISCONTINUE REBAR
SF561
SF561
9" 4'-5" 5" 4'-5" 9"
4456.50'
SF562
REFER TO
DET 6/SF551
REFER TO DETS
5-7/SF561 FOR
HANDRAIL CONNS
PROVIDE 8" CMU FROM
SOG TO UNDERSIDE OF
STAIR SLAB, REFER TO
DET 8/SB503
PROVIDE 8" CMU FROM
SOG TO UNDERSIDE OF
STAIR SLAB, REFER TO
DET 8/SB503
B
D
C
5'-10"
5'-5"
R B
RB01
R B
RB01
13.9
B.1
10'-9" 4" 4"
/4
/4
4462.17'
SF561
SF561
4467.83'
9" 4'-5" 5" 4'-5" 9"
1"
1"
REFER TO
DET 13/SF551
REFER TO DETS
5-7/SF561 FOR
HANDRAIL CONNS
GC TO COORD
EMBED PLATE
LOCATIONS W/
CURTAINWALL
SUPPLIER REFER
TO DET 8/SF561
TO BEAM
EL 4462.17'
B
D
C
5'-5"
R B
RB01
13.9
B.1
10'-9" 4"
/4
/4
4473.50'
SF561
SF561
5'-10"
4479.17'
R B
RB01
9" 4'-5" 5" 4'-5" 9"
1"
1"
REFER TO
DET 13/SF551
REFER TO DETS
5-7/SF561 FOR
HANDRAIL CONNS
GC TO COORD
EMBED PLATE
LOCATIONS W/
CURTAINWALL
SUPPLIER REFER
TO DET 8/SF561
TO BEAM
EL 4473.50'
B
D
C
R B
13.9
B.1
10'-9" 4"
/4
/4
4484.83'
SF561
R B
RB01
4'-5" 9"
1"
TOW EL 4487.33'
TOW EL 4487.33'
REFER TO DETS
5-7/SF561 FOR
HANDRAIL CONNS
GC TO COORD
EMBED PLATE
LOCATIONS W/
CURTAINWALL
SUPPLIER REFER
TO DET 8/SF561
TO BEAM
EL 4484.83'
SF562
SF562
SIM
FD
POUR X
SHEET NOTES:
NO SYMB NOTE
1 COORDINATE ALL DIMENSIONS, DETAILS, FINISHES, AND TIE HOLE LOCATIONS
WITH ARCHITECTURAL DRAWINGS.
2 INDICATES PLAN MATCH LINE.
3 FOR GENERAL NOTES, REFER TO SHEETS SI001 AND SI002
4 FOR EXPLANATION OF NOTATIONS AND ABBREVIATIONS, REFER TO GENERAL
NOTES, SHEET SI002.
5 FLOOR ELEVATIONS AS INDICATED DESIGNATE TOP OF CONCRETE SLAB AT
COLUMN CENTER LINES. ELEVATIONS DO NOT INCLUDE CONCRETE WASHES,
BEAMS, CURBS, ETC. FOR PLAN ELEVATION KEYS, REFER TO DETAILS 1-3/SF551.
6 FOR FLOOR ELEVATIONS BETWEEN POINTS INDICATED, USE STRAIGHT LINE
INTERPOLATION AND SLOPE SLAB TO DRAIN.
7 FOR COLUMN SCHEDULE, NOTES, AND DETAILS, REFER TO SHEETS SF511 AND
SF611. ALL COLUMNS ARE CENTERED ON GRID LINES UNLESS NOTED, REFER
TO COLUMN SCHEDULE.
8 FOR TYPICAL SLAB-ON-GRADE DETAILS REFER TO SHEET SB501.
9 ALL SUPPORTED LEVELS SLAB THICKNESS IS 6 INCHES TYPICAL UNLESS NOTED
OTHERWISE.
10 FOR TYPICAL PT SLAB DETAILS REFER TO SHEET SF531.
11 INDICATES PT SLAB TENDONS Fe (KIPS/FT) EQUALS EFFECTIVE PT FORCE AFTER ALL LOSSES, BASED ON 1/2 INCH DIAMETER 270 KSI STRAND. Fe = 27.0
KIPS PER STRAND, MAXIMUM.
12 ADD ONE (1) ADDITIONAL TEMPERATURE TENDON AT ALL CONSTRUCTION
JOINTS PERPENDICULAR TO SLAB SPAN. LOCATE TENDON 1'-0" FROM
CONSTRUCTION JOINT. REFER TO DETAIL 2/SF531. STRESS TENDON AFTER
CONCRETE HAS BEEN PLACED FOR ADJACENT, SUBSEQUENT POUR.
13 FOR SEALANT, DECK COATING, AND EXPANSION JOINT DETAILS, REFER TO
SHEET SF541.
14 FOR PT BEAM SCHEDULE, NOTES & DETAILS, REFER TO SHEETS SF621 AND
SF622.
15 INDICATES POUR SEQUENCE NUMBERING FOR THE SUPPORTED SLABS AND
BEAMS. SLAB AND BEAM SYSTEM HAS BEEN DESIGNED CONSIDERING THE
POUR SEQUENCE AND LAYOUT OF CONSTRUCTION JOINTS SHOWN. NO
ASSUMPTION HAS BEEN MADE REGARDING NUMBER OF CREWS PROVIDED BY
THE CONTRACTOR. CHANGES TO THIS POUR SEQUENCE MUST BE SUBMITTED
FOR REVIEW AND APPROVAL BY THE ENGINEER. ALL COST ASSOCIATED WITH
APPROVED POUR SEQUENCE CHANGES INCLUDING ANY REDESIGN BY THE
ENGINEER SHALL BE AT THE CONTRACTOR'S EXPENSE.
16 CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO ENGINEER AND
TESTING/INSPECTION AGENCY PRIOR TO COMPLETION OF INSTALLATION OF
POST-TENSIONING AND REINFORCEMENT. CONTRACTOR SHALL ALLOW
ENGINEER AND TESTING/INSPECTION AGENCY ACCESS FOR AT LEAST SIX (6)
CONSECUTIVE HOURS DURING A TYPICAL WORK DAY (7AM-5PM MONDAY THRU
SATURDAY) FOR REVIEW OF INSTALLED WORK. THIS REVIEW SHALL TAKE
PLACE FOLLOWING THE COMPLETION OF POST-TENSIONING AND REINF
INSTALLATION FOR ENTIRE POUR AREA AND PRIOR TO COMMENCEMENT OF
CONCRETE PLACEMENT OPERATIONS.
17 INDICATES FLOOR DRAIN. FOR ADDITIONAL INFO, REFER TO DETAIL 5/SB501,
10/SF531 AND PLUMBING DRAWINGS
18 FOR ADDITIONAL FLOOR DRAIN INFORMATION, REFER TO
MECHANICAL/PLUMBING
DRAWINGS.
19 ALL PIPING FLOOR PENETRATIONS SHALL HAVE PVC COLLARS TO ELIMINATE
FLOODING FROM FLOOR TO FLOOR, REFER TO DETAIL 7/SF551.
20 REFER TO MECHANICAL/PLUMBING DRAWINGS FOR DRAIN AND PIPE SIZES. NO
PIPING SHALL BE INSTALLED WITH LESS THAN 8'-4" CLEARANCE
UNLESS IT IS IMMEDIATELY ADJACENT TO A WALL OR COLUMN LINE
WHERE IT COULD NOT BE HIT BY A VEHICLE OR PEDESTRIAN.
21 ALL VERTICAL RISERS FOR PLUMBING, ELECTRICAL AND MECHANICAL
SYSTEMS SHALL BE PROTECTED BY STEEL PIPE GUARDS, REFER TO
DETAILS 7, 8, & 9/SF551.
22 DATUM: XXX.XX' = ELEVATION ABOVE MEAN SEA LEVEL, REFER TO CIVIL
23 SLAB-ON-GRADE SHALL BE A MINIMUM OF 5" THICK CONCRETE OVER 24" OF
COMPACTED STRUCTURAL FILL. SLAB-ON-GRADE IS REINFORCED WITH #4 @
12" OC EACH WAY.
24 ALL CONTROL AND CONSTRUCTION JOINTS SHALL BE HAND TOOLED IN
SUPPORTED STRUCTURE, REFER TO 1 AND 2/SF541. SLAB-ON-GRADE
CONTROL JOINTS MAY BE SAW-CUT. REFER TO DETAIL 22/SF541.
25 ALL CRACKS THAT APPEAR IN SOG AND CIP SLAB SHALL BE ROUTED &
SEALED, REFER TO DETAIL 11 AND 12/SF541.
26 FOR LIGHT POLE LOCATIONS AND LIGHT POLE BASE DETAILS REFER TO
ELECTRICAL AND DETAIL 7/SF511
27 INDICATES DECK COATING, REFER TO DETAILS 17-20/SF541 FOR
ADDITIONAL INFORMATION.
28 PROVIDE CONCRETE SEALER ON ALL SLAB SURFACES AS INDICATED IN
GENERAL NOTE 7.1.
29 SHEET SF102 SHOWS TEMPERATURE TENDON LAYOUT, TYPICAL FOR SF102,
SF103 AND SF104.
30 WORK SHALL INCLUDE ALL NECESSARY ACCOMMODATIONS FOR HOT AND COLD
WEATHER CONCRETE INSTALLATIONS INCLUDING, BUT NOT LIMITED TO:
CHILLED MIXING WATER, NIGHT PLACEMENTS, EVAPORATION REDUCING
MEASURES, HEATING, BLANKETS, ADMIXTURES, ETC. REFER TO SPEC SECTION
033000.
31 FOR MASONRY DETAILS, REFER TO DETAILS 7, 8, 9, AND 10/SF551.
32 FOR EXTERIOR CONTROL JOINTS IN SHEAR WALLS AND UPTURNED BEAMS,
COORD WITH ARCH DRAWINGS AND PROVIDE 1" V-NOTCH PER DETAIL 12/SB501
WITHOUT SEALANT. DO NOT RETURN JOINT ACROSS TOP OF WALL/BEAM AND
DO NOT PROVIDE JOINT ON INSIDE FACE. ALL BARS TO BE CONTINUOUS AT
JOINTS, DO NOT CUT HORZ BARS.
33 FOR EXTERIOR CONTROL JOINTS IN CONC BUMPER WALLS, COORD WITH ARCH
DRAWINGS AND PROVIDE 1" V-NOTCH PER DETAIL 12/SB501 WITHOUT SEALANT.
ALL BARS TO BE CONTINUOUS AT JOINTS, DO NOT CUT HORZ BARS.
B
D
C
RB01
R B
RB01
R B
TOS 4494.00'
13.9
B.1
1'-0" 10'-9" 4" 4"
/4
/4
8" THICK CONC SLAB REINF
W/ #4 @ 12" OC T & B E-W.
PROVIDE #4 @ 12" OC N-S.
PLACE BELOW TOP BARS.
EXTEND E-W BOT BARS 6"
MIN INTO BEAM. PROVIDE
STD HK IN BEAMS FOR TOP
BARS AND N-S BARS. RD
TOC EL 4496.17'
TOC EL 4496.17'
GC TO COORD
EMBED PLATE
LOCATIONS W/
CURTAINWALL
SUPPLIER REFER
TO DET 8/SF561
RB01
SF562
EQ EQ EQ
SAFETY ANCHOR
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
Architect / Civil Engineer:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural Engineers: E/T Engineers:
CARL WALKER INC.
8910 Purdue Rd.
Suite 400 Indianapolis, IN 46268
Tele: 317.735.3349 POC: Doug Gannon
P.K. ELECTRICAL INC.
681 Sierra Rose Drive Suite B Reno, NV 89511
Tele: 775.826.9010 POC: Jason Aviles
M/P Engineers:
AINSWORTH ASSOCIATES
1420 Holcomb Avenue Suite 201 Reno, NV 89502
Tele: 775.329.9100 POC: Roger Gravelle
GUIDON DESIGN INC.
905 North Capitol Avenue Suite 100 Indianapolis, IN 46204
Tele: 317.800.6388 POC: Stacey Paul
NOT SPRINKLERED
D R e v it U s e r
F ile s \N
-2
-2
-C
W I-
V e r1 d a n .b ro w n L D
P W
Z .r v t
/5
/2
:0 :3
P
M
RENO, NV
SF401
EAST STAIR ENLARGED PLANS -
STRUCTURAL
PARKING GARAGE DESIGN 654-250
2018/03/05 DPG DEB
BID DOCUMENTS
C. Patrick Cassady, COR
NORTH
1/4" = 1'-0"
FOUNDATION PLAN - EAST TOWER
NORTH
1/4" = 1'-0"
LEVEL 1 PLAN - EAST TOWER
NORTH
1/4" = 1'-0"
LEVEL 2 PLAN - EAST TOWER
NORTH
1/4" = 1'-0"
LEVEL 3 PLAN - EAST TOWER
NORTH
1/4" = 1'-0"
LEVEL 4 PLAN - EAST TOWER
NORTH
1/4" = 1'-0"
ROOF PLAN - EAST TOWER
1 2
B
A
C
1'-4" 11'-1" 6'-10" 8'-6" 4" 4"
/4
F5
F6
F7
4448.50'
.5 0'
4448.50'
F54448.50'
TOF 4448.50'
TOF 4448.50'
TOF 4448.50'
TOF 4448.50'
TOF
4448.50'
A.1
2.4
SB503
SB502
SF561
SF561
SIM
2.9
B.9
8'-2"
1'-0"
4" PERFORATED FND
DRAIN, SLOPE AT 0.5%
MIN, REFER TO CIVIL
FOR CONTINUATION
SF561
SF561
2'X2'X2'
SUMP PIT
REFER TO
DET 3/SF562
SF561
SF561
2'-6" X 2'-6"
BLOCKOUT FOR
HYDRAULIC JACK
CYLINDER COORD
LOCATION W/
ELEVATOR MFR
WJWJ WJ
9'-0"
WJ
E Q
E Q
WJ
WJ
WJ
2'-3"
5'-3"
3'-0"
SIM SIM
4448.50'
SF562
7 SF562
SF562
SF562
SF562
SF562
SF562
SF562
1 2
B
A
C
11'-1" 6'-10" 8'-6" 4"
/4
6'-3"
A.1
2.4
SF561
SF561
SIM
SB503
SB502
4455.42'
4455.42'
TOW EL 4458.75'
TO LEDGE EL
4456.08'
TOW EL
4456.08'
TOW EL 4456.08'
EJ, REFER TO 8/SF541,
DISCONTINUE REBAR
2.9
B.9
8'-2"
1'-9 3/4" 6'-5"
4461.08'
9" 4'-5" 5" 4'-5" 1'-1"
1" 1"
SF561
SF561
SIM
SIM
SF562
SF562
SF562
REFER TO
DET 6/SF551
PROVIDE 8" CMU
FROM SOG TO
UNDERSIDE OF
STAIR SLAB,
REFER TO DET
8/SB503
1 2
B
A
C
11'-1" 6'-10" 8'-6" 4"
/4
6'-0" 5'-6"
RB02
B
R B
R B
2 G03
R B
R B
A.1
2.4
SF561
SF561
SIM
4466.75'
2.9
B.9
9" 4'-5" 5" 4'-5" 1'-1"
4472.42'
8'-2"
RB01
RB01
SF562
SF562
SF562
SF562
SIM
SIM
SIM
1"
1"
8" THICK CONC SLAB REINF W/ #4 @ 12" OC T
& B E-W. PROVIDE #4 @ 12" OC N-S. PLACE
BELOW TOP BARS. EXTEND E-W BOT BARS 6"
MIN INTO BEAM. PROVIDE STD HK IN BEAMS
FOR TOP BARS AND N-S BARS.
SIM
REFER TO
DET 13/SF551
REFER TO DETS
5-7/SF561 FOR
HANDRAIL CONNS
GC TO COORD
EMBED PLATE
LOCATIONS W/
CURTAINWALL
SUPPLIER REFER
TO DET 8/SF561
3'-0"
4'-10"
2"
TO BEAM
EL 4466.75'
TO BEAM
EL 4466.75'
1 2
B
A
C
11'-1" 6'-10" 8'-6" 4"
/4
6'-0" 5'-6"
B
G03
RB01
R B
A.1
2.4
4478.08'
SF561
SF561
SIM
2.9
B.9
9" 4'-5" 5" 4'-5" 1'-1"
1"
4483.75'
8'-2"
RB02
R B
R B
R B
RB01
SF562
SF562
SF562
SF562
SIM
1"
8" THICK CONC SLAB REINF W/ #4 @ 12" OC
T & B E-W. PROVIDE #4 @ 12" OC N-S. PLACE
BELOW TOP BARS. EXTEND E-W BOT BARS
6" MIN INTO BEAM. PROVIDE STD HK IN
BEAMS FOR TOP BARS AND N-S BARS.
SIM
REFER TO
DET 13/SF551
REFER TO DETS
5-7/SF561 FOR
HANDRAIL CONNS
GC TO COORD
EMBED PLATE
LOCATIONS W/
CURTAINWALL
SUPPLIER
REFER TO DET
8/SF561
TO BEAM
EL 4478.08'
TO BEAM
EL 4478.08'
1 2
B
A
C
11'-1" 6'-10" 8'-6" 4"
/4
6'-0" 5'-6"
B
G03
R B
A.1
2.4
4489.42'
SF561
SIM
2.9
B.9
8'-2"
9" 4'-5"
1"
RB02
R B
R B
R B
RB01
SF562
SF562
SF562
SF562
SIM
8" THICK CONC SLAB REINF W/ #4 @ 12" OC T &
B E-W. PROVIDE #4 @ 12" OC N-S. PLACE
BELOW TOP BARS. EXTEND E-W BOT BARS 6"
MIN INTO BEAM. PROVIDE STD HK IN BEAMS FOR
TOP BARS AND N-S BARS.
REFER TO
DET 13/SF551
REFER TO DETS
5-7/SF561 FOR
HANDRAIL CONNS
GC TO COORD
EMBED PLATE
LOCATIONS W/
CURTAINWALL
SUPPLIER
REFER TO DET
8/SF561
TO BEAM
EL 4489.42'
TO BEAM
EL 4489.42'
FD
POUR X
SHEET NOTES:
NO SYMB NOTE
1 COORDINATE ALL DIMENSIONS, DETAILS, FINISHES, AND TIE HOLE LOCATIONS
WITH ARCHITECTURAL DRAWINGS.
2 INDICATES PLAN MATCH LINE.
3 FOR GENERAL NOTES, REFER TO SHEETS SI001 AND SI002
4 FOR EXPLANATION OF NOTATIONS AND ABBREVIATIONS, REFER TO GENERAL
NOTES, SHEET SI002.
5 FLOOR ELEVATIONS AS INDICATED DESIGNATE TOP OF CONCRETE SLAB AT
COLUMN CENTER LINES. ELEVATIONS DO NOT INCLUDE CONCRETE WASHES,
BEAMS, CURBS, ETC. FOR PLAN ELEVATION KEYS, REFER TO DETAILS 1-3/SF551.
6 FOR FLOOR ELEVATIONS BETWEEN POINTS INDICATED, USE STRAIGHT LINE
INTERPOLATION AND SLOPE SLAB TO DRAIN.
7 FOR COLUMN SCHEDULE, NOTES, AND DETAILS, REFER TO SHEETS SF511 AND
SF611. ALL COLUMNS ARE CENTERED ON GRID LINES UNLESS NOTED, REFER
TO COLUMN SCHEDULE.
8 FOR TYPICAL SLAB-ON-GRADE DETAILS REFER TO SHEET SB501.
9 ALL SUPPORTED LEVELS SLAB THICKNESS IS 6 INCHES TYPICAL UNLESS NOTED
OTHERWISE.
10 FOR TYPICAL PT SLAB DETAILS REFER TO SHEET SF531.
11 INDICATES PT SLAB TENDONS Fe (KIPS/FT) EQUALS EFFECTIVE PT FORCE AFTER ALL LOSSES, BASED ON 1/2 INCH DIAMETER 270 KSI STRAND. Fe = 27.0
KIPS PER STRAND, MAXIMUM.
12 ADD ONE (1) ADDITIONAL TEMPERATURE TENDON AT ALL CONSTRUCTION
JOINTS PERPENDICULAR TO SLAB SPAN. LOCATE TENDON 1'-0" FROM
CONSTRUCTION JOINT. REFER TO DETAIL 2/SF531. STRESS TENDON AFTER
CONCRETE HAS BEEN PLACED FOR ADJACENT, SUBSEQUENT POUR.
13 FOR SEALANT, DECK COATING, AND EXPANSION JOINT DETAILS, REFER TO
SHEET SF541.
14 FOR PT BEAM SCHEDULE, NOTES & DETAILS, REFER TO SHEETS SF621 AND
SF622.
15 INDICATES POUR SEQUENCE NUMBERING FOR THE SUPPORTED SLABS AND
BEAMS. SLAB AND BEAM SYSTEM HAS BEEN DESIGNED CONSIDERING THE
POUR SEQUENCE AND LAYOUT OF CONSTRUCTION JOINTS SHOWN. NO
ASSUMPTION HAS BEEN MADE REGARDING NUMBER OF CREWS PROVIDED BY
THE CONTRACTOR. CHANGES TO THIS POUR SEQUENCE MUST BE SUBMITTED
FOR REVIEW AND APPROVAL BY THE ENGINEER. ALL COST ASSOCIATED WITH
APPROVED POUR SEQUENCE CHANGES INCLUDING ANY REDESIGN BY THE
ENGINEER SHALL BE AT THE CONTRACTOR'S EXPENSE.
16 CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO ENGINEER AND
TESTING/INSPECTION AGENCY PRIOR TO COMPLETION OF INSTALLATION OF
POST-TENSIONING AND REINFORCEMENT. CONTRACTOR SHALL ALLOW
ENGINEER AND TESTING/INSPECTION AGENCY ACCESS FOR AT LEAST SIX (6)
CONSECUTIVE HOURS DURING A TYPICAL WORK DAY (7AM-5PM MONDAY THRU
SATURDAY) FOR REVIEW OF INSTALLED WORK. THIS REVIEW SHALL TAKE
PLACE FOLLOWING THE COMPLETION OF POST-TENSIONING AND REINF
INSTALLATION FOR ENTIRE POUR AREA AND PRIOR TO COMMENCEMENT OF
CONCRETE PLACEMENT OPERATIONS.
17 INDICATES FLOOR DRAIN. FOR ADDITIONAL INFO, REFER TO DETAIL 5/SB501,
10/SF531 AND PLUMBING DRAWINGS
18 FOR ADDITIONAL FLOOR DRAIN INFORMATION, REFER TO
MECHANICAL/PLUMBING
DRAWINGS.
19 ALL PIPING FLOOR PENETRATIONS SHALL HAVE PVC COLLARS TO ELIMINATE
FLOODING FROM FLOOR TO FLOOR, REFER TO DETAIL 7/SF551.
20 REFER TO MECHANICAL/PLUMBING DRAWINGS FOR DRAIN AND PIPE SIZES. NO
PIPING SHALL BE INSTALLED WITH LESS THAN 8'-4" CLEARANCE
UNLESS IT IS IMMEDIATELY ADJACENT TO A WALL OR COLUMN LINE
WHERE IT COULD NOT BE HIT BY A VEHICLE OR PEDESTRIAN.
21 ALL VERTICAL RISERS FOR PLUMBING, ELECTRICAL AND MECHANICAL
SYSTEMS SHALL BE PROTECTED BY STEEL PIPE GUARDS, REFER TO
DETAILS 7, 8, & 9/SF551.
22 DATUM: XXX.XX' = ELEVATION ABOVE MEAN SEA LEVEL, REFER TO CIVIL
23 SLAB-ON-GRADE SHALL BE A MINIMUM OF 5" THICK CONCRETE OVER 24" OF
COMPACTED STRUCTURAL FILL. SLAB-ON-GRADE IS REINFORCED WITH #4 @
12" OC EACH WAY.
24 ALL CONTROL AND CONSTRUCTION JOINTS SHALL BE HAND TOOLED IN
SUPPORTED STRUCTURE, REFER TO 1 AND 2/SF541. SLAB-ON-GRADE
CONTROL JOINTS MAY BE SAW-CUT. REFER TO DETAIL 22/SF541.
25 ALL CRACKS THAT APPEAR IN SOG AND CIP SLAB SHALL BE ROUTED &
SEALED, REFER TO DETAIL 11 AND 12/SF541.
26 FOR LIGHT POLE LOCATIONS AND LIGHT POLE BASE DETAILS REFER TO
ELECTRICAL AND DETAIL 7/SF511
27 INDICATES DECK COATING, REFER TO DETAILS 17-20/SF541 FOR
ADDITIONAL INFORMATION.
28 PROVIDE CONCRETE SEALER ON ALL SLAB SURFACES AS INDICATED IN
GENERAL NOTE 7.1.
29 SHEET SF102 SHOWS TEMPERATURE TENDON LAYOUT, TYPICAL FOR SF102,
SF103 AND SF104.
30 WORK SHALL INCLUDE ALL NECESSARY ACCOMMODATIONS FOR HOT AND COLD
WEATHER CONCRETE INSTALLATIONS INCLUDING, BUT NOT LIMITED TO:
CHILLED MIXING WATER, NIGHT PLACEMENTS, EVAPORATION REDUCING
MEASURES, HEATING, BLANKETS, ADMIXTURES, ETC. REFER TO SPEC SECTION
033000.
31 FOR MASONRY DETAILS, REFER TO DETAILS 7, 8, 9, AND 10/SF551.
32 FOR EXTERIOR CONTROL JOINTS IN SHEAR WALLS AND UPTURNED BEAMS,
COORD WITH ARCH DRAWINGS AND PROVIDE 1" V-NOTCH PER DETAIL 12/SB501
WITHOUT SEALANT. DO NOT RETURN JOINT ACROSS TOP OF WALL/BEAM AND
DO NOT PROVIDE JOINT ON INSIDE FACE. ALL BARS TO BE CONTINUOUS AT
JOINTS, DO NOT CUT HORZ BARS.
33 FOR EXTERIOR CONTROL JOINTS IN CONC BUMPER WALLS, COORD WITH ARCH
DRAWINGS AND PROVIDE 1" V-NOTCH PER DETAIL 12/SB501 WITHOUT SEALANT.
ALL BARS TO BE CONTINUOUS AT JOINTS, DO NOT CUT HORZ BARS.
1 2
B
A
C
8" 11'-1" 6'-10" 8'-6" 4" 4"
/4
R B
RB01
R B
R B
R B
R B
TOS 4503.50'
A.1
2.4 2.9
B.9
RB02
8" THICK CONC SLAB REINF W/ #4 @ 12" OC T & B E-W.
PROVIDE #4 @ 12" OC N-S. PLACE BELOW TOP BARS.
EXTEND E-W BOT BARS 6" MIN INTO BEAM. PROVIDE
STD HK IN BEAMS FOR TOP BARS AND N-S BARS.
RD
TOW EL 4505.08'
TOC EL 4505.08'
TOC EL 4505.08'
SF562
SF562
SF562
SIM
GC TO COORD
EMBED PLATE
LOCATIONS W/
CURTAINWALL
SUPPLIER
REFER TO DET
8/SF561
RB01
RB02
W 8X
G A
LV
T O
S T
L E
L
2.
'ELEV MFR
COORD W/
RB01
R B
SAFETY ANCHOR
EQ EQ EQ
SF562
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
Architect / Civil Engineer:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural Engineers: E/T Engineers:
CARL WALKER INC.
8910 Purdue Rd.
Suite 400 Indianapolis, IN 46268
Tele: 317.735.3349 POC: Doug Gannon
P.K. ELECTRICAL INC.
681 Sierra Rose Drive Suite B Reno, NV 89511
Tele: 775.826.9010 POC: Jason Aviles
M/P Engineers:
AINSWORTH ASSOCIATES
1420 Holcomb Avenue Suite 201 Reno, NV 89502
Tele: 775.329.9100 POC: Roger Gravelle
GUIDON DESIGN INC.
905 North Capitol Avenue Suite 100 Indianapolis, IN 46204
Tele: 317.800.6388 POC: Stacey Paul
NOT SPRINKLERED
D R e v it U s e r
F ile s \N
-2
-2
-C
W I-
V e r1 d a n .b ro w n L D
P W
Z .r v t
/5
/2
:0 :3
P
M
RENO, NV
SF402
WEST STAIR-ELEVATOR
ENLARGED PLANS - STRUCTURAL
PARKING GARAGE DESIGN 654-250
2018/03/05 DPG DEB
BID DOCUMENTS
C. Patrick Cassady, COR
NORTH
1/4" = 1'-0"
FOUNDATION PLAN - WEST TOWER
NORTH
1/4" = 1'-0"
LEVEL 1 PLAN - WEST TOWER
NORTH
1/4" = 1'-0"
LEVEL 2 PLAN - WEST TOWER
NORTH
1/4" = 1'-0"
LEVEL 3 PLAN - WEST TOWER
NORTH
1/4" = 1'-0"
LEVEL 4 PLAN - WEST TOWER
NORTH
1/4" = 1'-0"
ROOF PLAN - WEST TOWER
COLUMN REINF
REFER TO SCHEDULE
ADDED COL TIES
TOP & BOT OF BEAM
TOP BARS MAY BE
BENT INTO COL BELOW
WHEN ANCHORAGE
CLEARANCE ALLOWS
CIP COLUMN
CONSTRUCTION JOINT
PT TENDONS, REFER
TO SCHEDULE
BEAM REINF, REFER
TO SCHEDULE
DEAD END OR STRESSING
END ANCHORS, TYP
ANCHORAGE REINF
REFER TO 6/SF511
PT BEAM
ADDED COL TIES BELOW
PT ANCHORS @ 6" MAX
(3" MIN)
CONSTRUCTION JOINT
(2
(2
S C
H E
D T
Y P
D
IM
P E
R B
E A
M
DIM = 0"
D
IM
CGS
TOS EL
COLUMN REINF
REFER TO SCHEDULE
ADDED COL TIES
TOP & BOT OF BEAM
CIP COLUMN
CONSTRUCTION JOINT
PT TENDONS, REFER
TO SCHEDULE
BEAM REINF, REFER
TO SCHEDULE
PT BEAM
ADDED COL TIES BELOW
PT ANCHORS @ 6" MAX
(4" MIN)
CONSTRUCTION JOINT
(2
(2
S C
H E
D T
Y P
D
IM
P E
R B
E A
M
CGS
TOS EL
COLUMN REINF, REFER TO
SCHEDULE
ADDED COL TIES
TOP & BOT OF BEAM
CIP COLUMN
CONSTRUCTION JOINT
PT TENDONS, REFER
TO SCHEDULE
BEAM REINF, REFER
TO SCHEDULE, TYP
DEAD END OR STRESSING
END ANCHORS, TYP
ANCHORAGE REINF,
REFER TO 6/SF511 PT BEAM, TYP
ADDED COL TIES BELOW
PT ANCHORS @ 6" MAX
(3" MIN)
CONSTRUCTION JOINT
(2
TOS EL
(2
" DEAD END OR STRESSING
END ANCHORS, TYP
ANCHORAGE REINF,
REFER TO 6/SF511
PT TENDONS, REFER
TO SCHEDULE
ADDED COL TIES BELOW
PT ANCHORS @ 6" MAX
(3" MIN)
ADDED COL TIE ABOVE
EACH ROW OF PT
ANCHORS, TYP
CONTINUOUS PT
TENDONS (33% OF
TOTAL BEAM TENDONS)
EXTEND BEAM REINF
5'-0" INTO ADJACENT
BEAM, TYP
TOS EL
COLUMN REINF, REFER TO
SCHEDULE
ADDED COL TIES TOP &
BOT OF BEAM
TOP BARS MAY BE
BENT INTO COL BELOW
WHEN ANCHORAGE
CLEARANCE ALLOWS
CIP COLUMN
CONSTRUCTION JOINT
PT TENDONS, REFER
TO SCHEDULE
BEAM REINF, REFER
TO SCHEDULE
DEAD END OR STRESSING
END ANCHORS, TYP
ANCHORAGE REINF,
REFER TO 6/SF511
PT BEAM, TYP
ADDED COL TIES BELOW
PT ANCHORS @ 6" MAX
(3" MIN), TYP
CONSTRUCTION JOINT
ADDED COL TIES
@ 3"OC (MIN 3)
ADDED COL TIE ABOVE EACH
ROW OF PT ANCHORS, TYP
V A
R
IE
S
B E
A M
D E
P T
H R
E F
E R
T O
/S
F
V A
R
IE
S
W H
E N
D
IM
I S
L E
S S
T H
A N
TOS EL
TOS EL
CIP COLUMN
PT BEAM
TOS EL
PT SLAB
REFER TO NOTE 8 ON SF611
FOR BAR TERMINATION.
CIP COLUMN
POCKET FORMER
@ STRESSING ENDS
RE: TO SPECS
ONE BAR REQ'D BETWEEN
EACH HORIZ ROW OF PT
ANCHORS, PLUS @ TOP &
BOTTOM OF ANCHOR GROUP
ONE BAR REQ'D @ SIDES BETWEEN
VERT COLUMNS OF PT ANCHORS
(1)#5
10"
ANCHORAGE REINF
(1)#5
10"
ANCHORAGE REINF
(1)#5 X 2'-6" EACH SIDE
OF PT ANCHOR
5" MAX TO FACE
4"
T Y
P D
IM
LIGHT POLE
STRANDED #6 COPPER
GROUNDING CABLE. EXOTHERMIC
WELD TO REINFORCING BAR
COORDINATE W/ ELECTRICAL
PROVIDE 1" WIDE
SLOPING BLOCKOUTS
(TROUGHS) IN GROUT
FOR DRAINAGE
CIP COLUMN
ELECTRICAL CONDUIT, REFER
TO ELECTRICAL DWGS
ANCHOR BOLTS FURNISHED, INSTALLED
AND SPACING BY LIGHT POLE MANUFACTURER.
COORDINATE WITH GC.
TO COLUMN EL
REFER TO PLAN
S H
IM
A
S R
E Q
D /4
G
R O
U T
REFER TO NOTE 8 ON SF611
FOR BAR TERMINATION.
PROVIDE (2) TIES WITHIN TOP 5"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
Architect / Civil Engineer:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural Engineers: E/T Engineers:
CARL WALKER INC.
8910 Purdue Rd.
Suite 400 Indianapolis, IN 46268
Tele: 317.735.3349 POC: Doug Gannon
P.K. ELECTRICAL INC.
681 Sierra Rose Drive Suite B Reno, NV 89511
Tele: 775.826.9010 POC: Jason Aviles
M/P Engineers:
AINSWORTH ASSOCIATES
1420 Holcomb Avenue Suite 201 Reno, NV 89502
Tele: 775.329.9100 POC: Roger Gravelle
GUIDON DESIGN INC.
905 North Capitol Avenue Suite 100 Indianapolis, IN 46204
Tele: 317.800.6388 POC: Stacey Paul
NOT SPRINKLERED
D R e v it U s e r
F ile s \N
-2
-2
-C
W I-
V e r1 d a n .b ro w n L D
P W
Z .r v t
/5
/2
:0 :4
P
M
RENO, NV
SF511
CIP COLUMN DETAILS -
STRUCTURAL
PARKING GARAGE DESIGN 654-250
2018/03/05 DPG DEB
BID DOCUMENTS
C. Patrick Cassady, COR
3/4" = 1'-0"
PT BEAM/COLUMN DETAIL
3/4" = 1'-0"
PT BEAM/COLUMN DETAIL
3/4" = 1'-0"
PT BEAM/COLUMN DETAIL
3/4" = 1'-0"
PT BEAM/COLUMN DETAIL
3/4" = 1'-0"
TOP OF COLUMN DETAIL
1 1/2" = 1'-0"
PT BEAM/COLUMN DETAIL
3/4" = 1'-0"
COLUMN LIGHT POLE BASE DETAIL
TYP
6"
8" 4'-0" WASH
/2
2"
(2) #4 CONT
CONT DRIP
CIP COLUMN
PT SLAB
PT BEAM
COVE SEALANT
PROVIDE 2" COVER
PROVIDE 2" COVER
(3) #4 HORIZ
#4 @ 12"
TOP OF COL @ TOP LEVEL,
REFER TO PLAN
CONC BUMPER WALL W
(4) #4 HORIZ & #4 @ 12"
VERT
2'-0"
3'-0"
3'-6"
REFER TO ARCH &
DET 5/SF522 FOR FALL
PROTECTION SYSTEM
PROVIDE (2) ADDED TENDONS
FOLLOW TYP PROFILE
8" 4'-0" WASH
/2
2"
(2) #4 CONT
BACKER ROD &
SEALANT
10" CIP WALL W/ #7 @
12" OC VERT & #4 @ 15"
OC HORIZ, EF
PT SLAB
PT BEAM
COVE SEALANT
PROVIDE 2" COVER
PROVIDE 2" COVER
(3) #4 HORIZ
#4 @ 12"
TOP OF COL @ TOP LEVEL,
REFER TO PLAN
CONC BUMPER WALL W
(4) #4 HORIZ & #4 @ 12"
VERT
2'-0"
3'-0"
3'-6"
10" 2"
CIP COLUMN
REFER TO ARCH &
DET 5/SF522 FOR FALL
PROTECTION SYSTEM
PROVIDE (2) ADDED TENDONS
FOLLOW TYP PROFILE
TYP
6"
8" 4'-0" WASH
/2
2"
(2) #4 CONT
CONT DRIP
PT GIRDER
PT SLAB
PT BEAM
COVE SEALANT
PROVIDE 2" COVER
(3) #4 HORIZ
#4 @ 12"
TOP OF COL @ TOP LEVEL,
REFER TO PLAN
CONC BUMPER WALL W
(4) #4 HORIZ & #4 @ 12"
VERT
CIP COLUMN
REFER TO ARCH &
DET 5/SF522 FOR FALL
PROTECTION SYSTEM
(2) ADDED TENDONS
FROM SLAB BEYOND
MAY BE USED IN GIRDER
3'-6" WASH 3'-6" WASH
PT BEAM
COVE SEALANT, TYP
CONC COLUMN BEYOND
PROVIDE CONTINUOUS BARS THRU CENTER
COLUMN & STD HOOK AT EDGE COLUMNS.
USE DOWEL BAR REPLACEMENT COUPLERS
AT CONTRACTOR'S OPTION
#4 X CONT, TYP
1 1/2" X CONT KEYWAY
INTO WALL & PROVIDE
ROUGHENED
SURFACE TO 1/4"
AMPLITUDE
#5 @ 10" OC
CJ W/ ROUGHENED SURFACE
TO 1/4" AMPLITUDE
PT SLAB
12" CONC SHEAR WALL W/ #4 @ 10" VERT
EF & #6 @ 9" HORIZ EF. ALL SHEAR WALL
REINF TO BE ASTM A706. PLACE WALL
CONC NOT LESS THAN 28 DAYS AFTER
ADJACENT LEVEL SLAB CONCRETE
6" 6" 6" 6"
3'-0"
AT ALL CJ'S BETWEEN WALL & COL
PROVIDE 1/4" AMPLITUDE ROUGHENED
SURFACE
PROVIDE (2) ADDED TENDONS
FOLLOW TYP PROFILE
PROVIDE (2) ADDED TENDONS
FOLLOW TYP PROFILE
REFER TO PLAN
TOS EL
PT GIRDER
COVE SEALANT, TYP
CONC COLUMN BEYOND
PROVIDE SLAB SHORING UNTIL
UPTURNED BEAM IS STRESSED &
REACHES 70% f'c
#5 @ 6" OC TOP
12" CONC SHEAR WALL W/ #5 @
12" VERT EF & #6 @ 6" HORIZ EF.
ALL SHEAR WALL REINF TO BE
ASTM A706. PLACE WALL CONC
NOT LESS THAN 28 DAYS AFTER
ADJACENT LEVEL SLAB AND
UPTURNED BEAM CONCRETE
1'-0" 1'-0" 3'-0"
REFER TO PLAN
TOF EL
CJ W/ ROUGHENED SURFACE
TO 1/4" AMPLITUDE
3'-0"
AT TOP & BOT OF UPTURNED
BEAM PROVIDE 1/4"
AMPLITUDE ROUGHENED
SURFACE
PROVIDE CONTINOUS BAR
THRU CENTER COLUMN & STD
HKS AT EDGE COLUMNS. USE
DOWEL BAR REPLACEMENT
COUPLERS AT CONTRACTOR'S
OPTION
0" TYP
PT BEAM TOP REINF
PT UPTURNED BEAM
PT BEAM BOT REINF
AT ALL CJ'S BETWEEN WALL &
COL PROVIDE 1/4" AMPLITUDE
ROUGHENED SURFACE PT SLAB
F
TYP
6"
(2) #4 CONT
CONT DRIP
CIP COLUMN
PT SLAB
PT BEAM
CONT DRIP
TYP
6"
PT BEAM
3'-0" WASH8" 8" 8"3'-0" WASH
GALV BARRIER STRAND
PROVIDE (2) ADDED
TENDONS FOLLOW
TYP PROFILE
PROVIDE (2) ADDED
TENDONS FOLLOW
TYP PROFILE
4'-0" WASH
/2
2"
(2) #4 CONT
PT SLAB
PT BEAM
COVE SEALANT
PROVIDE 2"
COVER
(3) #4 HORIZ
#4 @ 12"
TOP OF COL @ TOP LEVEL,
REFER TO PLAN
CONC BUMPER WALL W
(4) #4 HORIZ & #4 @ 12"
VERT
CIP COLUMN
4" 8" 1'-0"
4" 8" 8" 4"
REFER TO ARCH &
DET 5/SF522 FOR FALL
PROTECTION SYSTEM
TO COLUMN
REFER TO PLAN
TOW EL
REFER TO PLAN3
A A
VIEW A-A
CIP COLUMN
REFER TO 3/SF522, TYP
LINE OF WASH AT FACE OF COLUMN
PT SLAB
GALV BARRIER STRAND STRESSED
PER DETAIL 4/SF522, TYPICAL
CIP COLUMN
BARRIER STRAND, TYPICAL
SF522
1'-0" 1'-0" 2'-6"
CIP COLUMN
12" CONC
SHEAR WALL
PROVIDE CROSS TIES @ 8" OC
VERT OVER 2-6" DIM INDICATED,
ALTERNATE HKS AS SHOWN
CJ ROUGHENED TO 1/4" AMPLITUDE
CIP COLUMN
12" CONC
SHEAR WALL
PROVIDE CROSS TIES
@ 8" OC VERT OVER
2-0" DIM INDICATED,
ALTERNATE HKS AS
SHOWN
CJ ROUGHENED TO
1/4" AMPLITUDE
1'-0"1'-0"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
Architect / Civil Engineer:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural Engineers: E/T Engineers:
CARL WALKER INC.
8910 Purdue Rd.
Suite 400 Indianapolis, IN 46268
Tele: 317.735.3349 POC: Doug Gannon
P.K. ELECTRICAL INC.
681 Sierra Rose Drive Suite B Reno, NV 89511
Tele: 775.826.9010 POC: Jason Aviles
M/P Engineers:
AINSWORTH ASSOCIATES
1420 Holcomb Avenue Suite 201 Reno, NV 89502
Tele: 775.329.9100 POC: Roger Gravelle
GUIDON DESIGN INC.
905 North Capitol Avenue Suite 100 Indianapolis, IN 46204
Tele: 317.800.6388 POC: Stacey Paul
NOT SPRINKLERED
D R e v it U s e r
F ile s \N
-2
-2
-C
W I-
V e r1 d a n .b ro w n L D
P W
Z .r v t
/5
/2
:0 :4
P
M
RENO, NV
SF521
POST-TENSIONED FRAMING
DETAILS - STRUCTURAL
PARKING GARAGE DESIGN 654-250
2018/03/05 DPG DEB
BID DOCUMENTS
C. Patrick Cassady, COR
3/4" = 1'-0"
PT SLAB BUMPER WALL DETAIL
3/4" = 1'-0"
PT SLAB BUMPER WALL DETAIL
3/4" = 1'-0"
PT SLAB BUMPER WALL DETAIL
3/4" = 1'-0"
SHEAR WALL SECTION
3/4" = 1'-0"
SHEAR WALL SECTION
3/4" = 1'-0"
PT SLAB BARRIER STRAND DETAIL
3/4" = 1'-0"
PT SLAB BUMPER WALL DETAIL
3/4" = 1'-0"
BARRIER STRAND DETAIL
3/4" = 1'-0"
SHEAR WALL/COLUMN DETAIL
3/4" = 1'-0"
SHEAR WALL/COLUMN DETAIL
TO COLUMN
REFER TO PLAN
TOW EL
REFER TO PLAN3
A A
VIEW A-A
CIP COLUMN
REFER TO 3/SF522, TYP
LINE OF WASH AT FACE OF COLUMN
PT SLAB
GALV BARRIER STRAND STRESSED
PER DETAIL 4/SF522, TYPICAL
CIP COLUMN
BARRIER STRAND, TYPICAL
SF522
CONC SHEAR WALL,
COORD INSTALL OF
BARRIER CABLES W/
SHEAR WALL AND
PROVIDE GRABBIT
ANCHORS IN COL AS
REQD.
TO COLUMN
REFER TO PLAN
TOW EL
REFER TO PLAN3
CIP…
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