Amend 0002 Att 03.pdf
PDF 1 MB Posted
- Solicitation number
- 1333ND26RNB190028
About this file
This document is a set of architectural and structural as-built drawings for Building 2 located at 325 Broadway, Boulder, Colorado 80305, prepared by Maxson Engineering, Martin/Martin Inc. (structural engineer), and G2 Design (architect) with project number 21044. The drawings were created to assist future design builders in sequenced demolition and were developed based on available existing building drawings and visual site observations without nondestructive or destructive testing. The drawings include overall floor plans and enlarged detailed plans for Level 0 (foundation/basement), Level 1, Level 2, and the roof, with comprehensive structural notation indicating column types (CW, FW, MW, PW designations), beam sizes (W-series steel beams, bar joists), footing dimensions and elevations, concrete slab thicknesses and elevations, and wall/framing types throughout the building.
The structural system comprises cast-in-place and precast concrete elements, steel beams and joists, concrete masonry units, and various foundation details including stepped footings and masonry stems. Key features documented include multiple concrete slabs at varying thicknesses (ranging from 2.5 to 8 inches), steel framing with W12, W14, W16, and W18 sections, bar joists (8K through 26K designations), open floor trenches with W12x72 beams, and specialized areas such as chemical storage with reinforced concrete construction. The revision history indicates 30% drawings dated November 3, 2023, 60% dated December 8, 2023, 95% dated January 16, 2024, and 100% completion dated February 2, 2024, with all sheets prepared at scales of 3/32" = 1'-0" for overall plans and 1/8" = 1'-0" for enlarged areas.
View the file
Other files
Show all 14
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SYMBOL DESCRIPTION
YW1 WALLS, Y = (F)ND, (C)IP CONC,
(P)RECAST, (M)AS, (R)ETAINING,
CIP CONC (S)HEARWALL
FTG MARK (SF = STRIP FTG)
T/FTG EL
F1
XX'-X"
BRACING ABOVE LEVEL
BRACING BELOW LEVEL
ABOVE DECK CONCRETE THICKNESS
TYPE
DECK TYPE
DECK SPAN DIRECTION
T/SLAB AT SLAB-ON-DECK
2VLIX.XXA
XXX'-XX"
SYMBOL DESCRIPTION
ELEVATION CALLOUT
XXX'-XX"
STEP
SLOPE
DRAWING REVISION NUMBER
CURRENT REVISION CLOUD
X
SECTION OR
DETAIL CUT
SHEET NUMBER
ELEVATION CUT
SHEET NUMBER
GRID LINES
X
XX
X
XX
SYMBOL DESCRIPTION
C1
B1
J1
TWS
CONCRETE COLUMN
CONCRETE BEAM
CONCRETE JOIST
TWO-WAY CONCRETE SLAB
OWSXXA
XXX'-XX"
SLAB THICKNESS
TYPE
T/SLAB
SPAN DIRECTION (IF ONE-WAY)
OWS ONE-WAY CONCRETE SLAB
SLAB TYPE
SOGXXA
XXX'-XX"
SLAB THICKNESS
TYPE
T/SLAB
SLAB TYPE
CXX
BP-X
COLUMN SIZE OR MARK
BASE PLATE TYPE
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:2
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
LEGEND AND SYMBOLS
S-000
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
/ Per
@ At
ACI American Concrete Institute
ADDNL Additional
AFF Above Finish Floor
ALT Alternate
APPROX Approximate
ARCH Architect or Architectural
B/ or BO Bottom of
BAL Balance
BD Board
BF Braced Frame
BLDG Building
BM Beam
BOS Bottom of Steel
BOT or B Bottom
BRG Bearing
BTWN Between
CC Center to Center
CIP Cast-In-Place
CJ Control Joint
CL Centerline
CLR Clear
CMU Concrete Masonry Unit
COL Column
CONC Concrete
CONN Connection
CONST Construction
CONT Continue or Continuous
CONTR Contractor
COORD Coordinate
CSJ Construction Joint
CTR(D) Center(ed)
DIAG Diagonal
DIM Dimension
DN Down
DP Drilled Pier or Deep
DTL(s) Detail(s)
DWG(s) Drawing(s)
DWL(s) Dowels(s)
E-W East-West
EA Each
EL Elevation
ELEV Elevator
EMBED Embedded
EQ Equal
EQ SP Equally Spaced
EQUIP Equipment
ES Each Side
EW Each Way
EXP Expansion
EXT Exterior
FD Footing Dowel
FF Finished Floor
FIN Finish(ed)
FLG Flange
FLR Floor
FND Foundation
FO Face of
FRAM Framing
FT Foot or Feet
FTG Footing
FV Field Verify
GALV Galvanized
GR Grade or Grind
GR BM Grade Beam
HAS or HDAS Headed Anchor Stud
HDG Hot Dipped Galvanized
HORIZ Horizontal
HT Height
HVAC Heating-Ventilating and A/C
I.F. Inside Face
IN Inch
INT Interior
JST Joist
JT Joint
L Length or Live Load
LB(S) Pound(s)
LDH Hook Development Length
LG Length
LL Live Load
LLH Long Leg Horizontal
LLV Long Leg Vertical
LOC(s) Location(s) or Locate
LONG Longitudinal
LTE Tension Embedment
LTS Tension Lap Splice Length
LWC Light Weight Concrete
MACH Machine
MACH RM Machine Room
MAS Masonry
MATL Material
MAX Maximum
MECH Mechanical
MEP Mech/Elect/Plumb
MIN Minimum
MISC Miscellaneous
MNFR Manufacturer
MO Masonry Opening
MTL Metal
N North
N-S North-South
NIC Not in Contract
NO OR # Number
NOM Nominal
NS Non-Shrink or Near Side
NTS Not to Scale
NWC Normal Weight Concrete
O.F. Outside Face
OAE Or Approved Equivalent
OC On Center
OD Outside Diameter
OH Opposite Hand
OPNG Opening
OPP Opposite
OVS Oversized
OWS One-Way Slab
PD Pier Dowel
PEN Penetration
PERP Perpendicular
PL Plate (Steel)
PLF Pounds Per Lineal Foot
PREFAB Prefabricated
PRELIM Preliminary
PSF Pounds Per Square Foot
PSI Pounds Per Square Inch
PSL Parallel Strand Lumber
PT Point or Post-Tension or Pretensioned
QTY Quantity
R Radius or Rain Load
RAD Radius
RC Reinforced Concrete
RE: or REF Refer to (Reference)
REINF Reinforce(ing)(d)(ment)
REQD Required
REQT(s) Requirement(s)
S South
SCHED Schedule
SECT Section
SIM Similar
SL Snow Load
SLV Short Leg Vertical
SOG Slab on Grade
SP Space(s)
SP @ Space at
SPECS Specifications
SPRT Support
SS Stainless Steel
SSL Short-Slotted
STD Standard
STIFF Stiffener
STL Steel
STR Structural
SYM Symmetrical
T Top or Thermal Load
T&B Top and Bottom
T/ or T.O. Top of
THK Thick or Thickness
TL Total Load
TOC Top of Concrete
TOF Top of Footing
TOM Top of Masonry
TOP Topping
TOS Top of Steel
TOW Top of Wall
TRANS Transverse
TWS Two-Way Slab
TYP Typical
ULT Ultimate
UNO Unless Noted Otherwise
VERT Vertical
VIF Verify in Field
W Wind Load
W/ With
W/O Without
WD Width or Wood
WF Wide Flange
WP Working Point or Waterproofing
WPS Welding Procedure Specification
WT Weight
WWR Welded Wire Reinforcing
WxH Width x Height
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
95% As-Built Drawings 01/16/2024
100% As-Built Drawings 02/02/2024
C D F G J
K L M N O P
A B E H
-13'-0"
F8.5x8.5
14 x 14
-13'-0"
F7.5x7.5
-13'-0"
F7.5x7.5
-13'-0"
F7.5x7.5
FW8A
FW12A
F W
A
FW6A
FW8A
F W
6A
CW8A
FW6A
FW12A
F W
A
FW8A
F W
A
FW12A
-3'-6"
F5.75x5.75B
-3'-6"
F6.375x6.375B
-3'-6"
F6.375x6.375B
HSS3-1/2x3-1/2x1/4 -5'-6"
F5.375x6
-5'-4"
F9.5x5.375
-5'-2"
F10x5.375 -5'-8"
F5.5x5.375
-5'-4"
F3x3B
-5'-8"
F5.75x5.75B
-4'-2"
SF16D
-3'-6"
SF16D
-5'-8"
SF16D
-5'-8"
SF38B
-5'-8"
SF26B
FW10A
C W
A
FW8A
F W
8A
F W
8A
FW12A
-6 '-6
S F
C
-5'-3"
SF16A
-5 '-3
S F
A
-13'-0"
SF24A
-8 '-9
S F
A
-5 '-3
S F
A
-14'-0"
F4x4
12 x 12
C W
A
-13'-0"
MS8A
FW12A
FW12A
18 x 18
12 x 14
-13'-0"
F7x7
-11'-4"
F6x6B
-10'-1"
F7x7B
-10'-1"
F7x7B
-13'-0"
F7x7
CW11A
CW11A
-12'-10"
F3.125x3.125
-12'-10"
F3.125x3.125
-12'-10"
SF20C
-12'-10"
SF20C
-11'-10"
SF30A
-11'-10"
SF30A
-12'-10"
SF30A
C W
A
-1 3'
-0
S F
A
FW8A
FW8AF
W
AFW12A
FW12A
F W
A
F W
A
F W
A
F W
A
F W
8A
FW12A
FW8A
F W
8AFW8A
FW8A
-5'-10"
SF16A
-5 '-3
S F
A
-8 '-9
S F
A
-8'-9"
SF28A
-8 '-9
S F
A
-8 '-9
S F
A
-8'-9"
SF20A
-8'-9"
SF28A
-5'-3"
SF48A
-1 3'
-0
S F
A
FW12A
FW8A
-5'-3"
SF48A
FW12A
F W
6A
-8'-0"
SF12A
-8'-9"
SF20A
FW12A
-5'-3"
SF42A
-5 '-3
S F
A
FW12A
-5'-3"
SF36A
FW8AFW8A
-1 3'
-0
S F
A
-1 3'
-0
S F
A
FW8A-13'-0"
SF16A
FW12A
F W
8A
FW12A
F W
4A
FW8A
F W
A
FW12A
5' -0
'-4
'-9
9'
-0
'-0
'-0
'-3
7'
-0
9' -0
'-8
3' -4
4'
-8
'-4
1' -2
'-0
'-0
'-0
'-0
'-0
59'-6" 21'-0" 20'-0" 11'-6" 12'-6" 24'-0" 20'-0" 5'-2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
TYP THIS
WING, UNO
TYP THIS
WING, UNO
TYP INT. THIS
WING, UNO
TYP PERIMETER
THIS WING, UNO
TYP PERIMETER
THIS WING, UNO
TYP INT. THIS
WING, UNO
TYP, UNO
293'-8"
9'
-6
CW11A
C W
A
F W
8A
FW8A
FW6A
F W
6A F
W 8A
F W
A
-1 0'
-6
S F
A
-11'-10"
SF34A
FW8A
F W
8A
F W
6A
FW8A
C W
A
-5'-10"
SF16B
-13'-0"
SF40A
-1 3'
-0
S F
A
-1 3'
-0
S F
A
-13'-0"
SF42A
-8 '-9
S F
A
-5'-3"
SF48A
-8'-9"
SF48A
CONC SLAB 4
-16'-6"
CONC SLAB 6
-12'-0"
CONC SLAB 6
-7'-10"
CONC SLAB 6
-13'-4"
CONC SLAB 6
-12'-6"
CONC SLAB 6
-5'-0"
CONC SLAB 4
-10'-9 3/4"
MS 12
-8'-9 3/4"
-5'-10"
F4x4B
-5 '-1
0"
S F
B
FW8A
-5'-8"
SF24B
-5 '-1
0"
S F
A
-5'-10"
SF16A
F W
8A
F W
8A
-1 3'
-0
S F
A
-1 3'
-0
S F
A
F W
8A
-17'-0"
MS 12
-19'-0"
MS8A
-12'-10"
F3x3 -12'-10"
SF30A
STEP T/FTG
STEP T/FTG
20x20 CONC COL
F W
A
FW8A
FW8A
F W
8A
FW8A
F W
6A
F W
8A
-5'-6"
SF24B
-5 '-6
S F
B
-5'-6"
SF28A
-5 '-6
S F
B
-6'-6"
F4.625x5.375
-6'-6"
F4.625x5.375
-6'-6"
F4.625x5.375
-6'-6"
F4.625x4.625
-6'-6"
F4.625x5.375
-6'-6"
F5.375x5.375
-6'-6"
F5.375x5.375
-6'-6"
F5.375x5.375
-13'-0"
SF36B
F W
A
-10'-6"
SF46A
STEP T/FTG
-14'-10"
SF16B
-14'-10"
SF20B -14'-10"
SF36B
-14'-10"
SF36B
20 x 20
20 x 20
20 x 20 20 x 20
20 x 20
20 x 20
20 x 20
20 x 20
F W
A
-4 '-1
0"
S F
D
C W
8A
CW8A
CW8A
C W
6A
CW6A
NOTES:
1. THESE DOCUMENTS WERE CREATED TO ASSIST THE FUTURE DESIGN
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:2
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
OVERALL FLOOR PLAN - LEVEL 0
S-100
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
3/32" = 1'-0"
OVERALL LEVEL 0 PLAN
NORTH
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
A B E H
FW12A
FW6A
FW8A
F W
6A
CW8A
FW6A
FW12A
F W
A
FW8A
-3'-6"
F5.75x5.75B
-3'-6"
F6.375x6.375B
-3'-6"
F6.375x6.375B
HSS3-1/2x3-1/2x1/4 -5'-6"
F5.375x6
-5'-4"
F9.5x5.375
-5'-2"
F10x5.375 -5'-8"
F5.5x5.375
-5'-4"
F3x3B
-5'-8"
F5.75x5.75B
-4'-2"
SF16D
-3'-6"
SF16D
-5'-8"
SF16D
-5'-8"
SF38B
-5'-8"
SF26B
FW10A
C W
A
FW8A
F W
8A
F W
8A
FW12A
-6 '-6
S F
C
-5'-3"
SF16A
-5 '-3
S F
A
-13'-0"
SF24A
-8 '-9
S F
A
-5 '-3
S F
A
-14'-0"
F4x4
12 x 12
FW12A
FW12A
F W
A
F W
A
F W
A
F W
A
F W
8A
FW12A
FW8A
F W
8AFW8A
FW8A
-5'-10"
SF16A
-5 '-3
S F
A
-8 '-9
S F
A
-8'-9"
SF28A
-8 '-9
S F
A
-8 '-9
S F
A
-8'-9"
SF20A
-8'-9"
SF28A
-5'-3"
SF48A
-1 3'
-0
S F
A
FW12A
FW8A
-5'-3"
SF48A
FW12A
F W
6A
-8'-0"
SF12A
-8'-9"
SF20A
FW12A
-5'-3"
SF42A
-5 '-3
S F
A
FW12A
-5'-3"
SF36A
FW8AFW8A
-1 3'
-0
S F
A
-1 3'
-0
S F
A
FW8A-13'-0"
SF16A
FW12A
F W
8A
FW12A
F W
4A
FW8A
F W
A
FW12A
5' -0
'-4
'-9
9'
-0
'-0
'-0
'-3
7'
-0
9' -0
'-8
3' -4
4'
-8
TYP, UNO
CW11A
C W
A
F W
8A
FW6A
F W
6A
-13'-0"
SF42A
-8 '-9
S F
A
-5'-3"
SF48A
-8'-9"
SF48A
CONC SLAB 6
-13'-4"
CONC SLAB 6
-12'-6"
CONC SLAB 6
-5'-0"
CONC SLAB 4
-10'-9 3/4"
MS 12
-8'-9 3/4"
-5'-10"
F4x4B
-5 '-1
0"
S F
B
FW8A
-5'-8"
SF24B
-5 '-1
0"
S F
A
-5'-10"
SF16A
F
W 8A
F W
8A
-1 3'
-0
S F
A
-1 3'
-0
S F
A
20x20 CONC COL
F W
A
FW8A
FW8A
F W
8A
FW8A
F W
6A
F W
8A
-5'-6"
SF24B
-5 '-6
S F
B
-5'-6"
SF28A
-5 '-6
S F
B
-6'-6"
F4.625x5.375
-6'-6"
F4.625x5.375
-6'-6"
F4.625x5.375
-6'-6"
F4.625x4.625
-6'-6"
F4.625x5.375
-6'-6"
F5.375x5.375
-6'-6"
F5.375x5.375
-6'-6"
F5.375x5.375
-13'-0"
SF36B
STEP T/FTG
-14'-10"
SF16B
-14'-10"
SF20B -14'-10"
SF36B
-14'-10"
SF36B
20 x 20
20 x 20
20 x 20 20 x 20
20 x 20
20 x 20
20 x 20
20 x 20
F W
A
-4 '-1
0"
S F
DC
W
8A
CW8A
CW8A
C W
6A
CW6A
NOTES:
1. THESE DOCUMENTS WERE CREATED TO ASSIST THE FUTURE DESIGN
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:3
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
ENLARGED FLOOR PLAN - LEVEL 0
- AREA A
S-100A
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
NORTH
1/8" = 1'-0"
ENLARGED FLOOR PLAN-LEVEL 0-AREA A
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
K L M N O P
E H
-13'-0"
F8.5x8.5
14 x 14
-13'-0"
F7.5x7.5
-13'-0"
F7.5x7.5
-13'-0"
F7.5x7.5
FW8A
FW12A
F W
A
FW6A
FW12A
F W
A
FW8A
F W
A
FW12A
-14'-0"
F4x4
12 x 12
C W
A
-13'-0"
MS8A
FW12A
FW12A
18 x 18
12 x 14
-13'-0"
F7x7
-11'-4"
F6x6B
-10'-1"
F7x7B
-10'-1"
F7x7B
-13'-0"
F7x7
CW11A
CW11A
-12'-10"
F3.125x3.125
-12'-10"
F3.125x3.125
-12'-10"
SF20C
-12'-10"
SF20C
-11'-10"
SF30A
-11'-10"
SF30A
-12'-10"
SF30A
C W
A
-1 3'
-0
S F
A
FW8A
FW8A
F W
AFW12A
FW12A
FW8A
-8'-9"
SF20A
-8'-9"
SF28A
-5'-3"
SF48A
FW8A
-5'-3"
SF48A
F W
6A
-8'-9"
SF20A
FW12A
-5'-3"
SF42A
-5 '-3
S F
A
FW12A
F W
8A
FW12A
F W
4A
FW8A
20'-0" 11'-6" 12'-6" 24'-0" 20'-0" 5'-2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
TYP THIS
WING, UNO
TYP THIS
WING, UNO
TYP INT. THIS
WING, UNO
TYP PERIMETER
THIS WING, UNO
TYP PERIMETER
THIS WING, UNO
TYP INT. THIS
WING, UNO
FW8A
FW6A
F W
6A F
W 8A
F W
A
-1 0'
-6
S F
A
-11'-10"
SF34A
FW8A
F W
8A
F W
6A
FW8A
C W
A
-5'-10"
SF16B
-13'-0"
SF40A
-1
3' -0
S F
A
-1 3'
-0
S F
A
-13'-0"
SF42A
-8 '-9
S F
A
CONC SLAB 4
-16'-6"
CONC SLAB 6
-12'-0"
CONC SLAB 6
-7'-10"
CONC SLAB 6
-13'-4"
CONC SLAB 6
-12'-6"
F W
8A
-17'-0"
MS 12
-19'-0"
MS8A
-12'-10"
F3x3 -12'-10"
SF30A
STEP T/FTG
STEP T/FTG
-13'-0"
SF36B
F W
A
-10'-6"
SF46A
-14'-10"
SF16B
-14'-10"
SF20B -14'-10"
SF36B
-14'-10"
SF36B
NOTES:
1. THESE DOCUMENTS WERE CREATED TO ASSIST THE FUTURE DESIGN
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:3
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
ENLARGED FLOOR PLAN - LEVEL 0
- AREA B
S-100B
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
NORTH
1/8" = 1'-0"
ENLARGED FLOOR PLAN-LEVEL 0-AREA B
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
OPEN
C D F G J
K L M N O P
A B E H
5' -0
'-4
'-9
9'
-0
'-0
'-0
'-3
7'
-0
9' -0
'-8
3' -4
4'
-8
'-4
1'
-2
'-0
'-0
'-0
'-0
'-0
59'-6" 21'-0" 20'-0" 11'-6" 12'-6" 24'-0" 20'-0" 5'-2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
293'-8"
9'
-6
14 x 14
F W
A
FW12A
CW8A
F W
A
CW8A
C W
6A
F W
A
C W
8A
CW8A
C W
8A
FW12A
FW12A
CW8A
C W
8A
CW8A
CW8A
C W
8A
F W
A
MW12A
M W
8A M W
4A C
W 8A
C W
8A
C W
8A
CW8A
CW8A
C W
8A
CW8A
C W
8A
FW8A
C W
8A
CW6A CW6A
C W
A
CW11A
CW8A
C W
A
CW8A
C W
8A
C W
8A
PW11A P
W
A
P W
8A
P W
A
-3'-6"
F6.375x6.375B
-3'-6"
F6.375x6.375B
C W
8A
-3 '-6
S F
D
-3'-6"
F5.75x5.75B
HSS4x4x1/2
HSS4x4x1/2
CW8A
-3'-6"
SF16D
CW8A
-3'-6"
SF16D
FLOOR
TRENCH
W12x72
W12x72
W12x72
W12x72
W12x72
W12x72
W12x72
W12x72
CONC SLAB 6.5
0"
CONC SLAB 8
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0" CONC SLAB 6
0" CONC SLAB 6
0"
CONC SLAB 6
0" CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 8
-2'-10"
CONC SLAB 8
-2'-10"
CONC SLAB 8
-2'-10"
CONC SLAB 6
0"
CONC SLAB 6
-2'-10"
CONC SLAB 5.5
-3'-1 3/4"
CONC SLAB 5.5
0"
CONC SLAB 6
-2'-10"
C W
A
MW8A
C W
8A
MW12A
PW8A P
W
8A
CONC SLAB 6.5
0"
PW11A
CW8A
C W
6A
C W
8A
C W
8A
FW12A
20 x 20
20 x 20
20 x 20 20 x 20
20 x 20
20 x 20
20 x 2020 x 20
HSS4x4x1/2 HSS4x4x1/2
HSS4x4x1/2
HSS4x4x1/2
HSS4x4x1/2
HSS4x4x1/2
HSS4x4x1/2
MW12A
M W
A
FW12A
F W
A
C W
A
CW8A
18 x 1818 x 1818 x 1818 x 1818 x 18
18 x 1812 x 1412 x 1412 x 1412 x 14
18 x 1812 x 1412 x 1412 x 1412 x 14
18 x 1818 x 1818 x 1818 x 1818 x 18
CW11A
CW11A
14 x 14 14 x 14
14 x 1414 x 1414 x 14
14 x 14 14 x 14 14 x 14
14 x 1414 x 1414 x 14
14 x 14 14 x 14 14 x 14
4x10
4x10
8x
4x10 10x2210x2210x22
10x22 10x22 10x22
CONC SLAB 6
-7'-10"
C W
A
NOTES:
1. THESE DOCUMENTS WERE CREATED TO ASSIST THE FUTURE DESIGN
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:3
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
OVERALL FLOOR PLAN - LEVEL 1
S-101
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
NORTH
3/32" = 1'-0"
OVERALL LEVEL 1 PLAN
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
A B E H
5' -0
'-4
'-9
9'
-0
'-0
'-0
'-3
7'
-0
9' -0
'-8
3' -4
4'
-8
59'-6" 21'-0" 20'-0" 11'-6" 12'-6" 24'-0" 20'-0" 5'-2"
F W
A
FW12A
CW8A
F W
A
CW8A
C W
6A
F W
A
C W
8A
CW8A
C W
8A
FW12A
FW12A
CW8A
C W
8A
CW8A
CW8A
C W
8A
F W
A
MW12A
M W
8A M W
4A
C W
8A
FW8A
C W
8A
CW6A CW6A
C W
A
CW8A
CW8A
C W
8A
C W
8A
PW11A
P W
A
P W
8A
P W
A
-3'-6"
F6.375x6.375B
-3'-6"
F6.375x6.375B
C W
8A
-3 '-6
S F
D
-3'-6"
F5.75x5.75B
HSS4x4x1/2
HSS4x4x1/2
CW8A
-3'-6"
SF16D
CW8A
-3'-6"
SF16D
FLOOR
TRENCH
W12x72
W12x72
W12x72
W12x72
W12x72
W12x72
W12x72
W12x72
CONC SLAB 8
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0" CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0" CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 8
-2'-10"
CONC SLAB 8
-2'-10"
CONC SLAB 8
-2'-10"
CONC SLAB 6
0"
CONC SLAB 6
-2'-10"
CONC SLAB 5.5
-3'-1 3/4"
CONC SLAB 5.5
0"
CONC SLAB 6
-2'-10"
MW8A
C W
8A
MW12A
PW8A
CW8A
C W
6A
C W
8A
C W
8A
FW12A
20 x 20
20 x 20
20 x 20 20 x 20
20 x 20
20 x 20
20 x 2020 x 20
HSS4x4x1/2 HSS4x4x1/2
HSS4x4x1/2
HSS4x4x1/2
HSS4x4x1/2
HSS4x4x1/2
HSS4x4x1/2
MW12A
M W
A
FW12A
F W
A
CW8A
NOTES:
1. THESE DOCUMENTS WERE CREATED TO ASSIST THE FUTURE DESIGN
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:3
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
ENLARGED FLOOR PLAN - LEVEL 1
- AREA A
S-101A
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
NORTH
1/8" = 1'-0"
OVERALL LEVEL 1 PLAN
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
95% As-Built Drawings 01/16/2024
-AREA A
K L M N O P
E H
'-3
7'
-0
9' -0
'-8
3' -4
4'
-8
'-4
1' -2
'-0
'-0
'-0
'-0
'-0
20'-0" 11'-6" 12'-6" 24'-0" 20'-0" 5'-2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
14 x 14
FW12A
CW8A
MW12A
M W
8A M W
4A C
W 8A
C W
8A
C W
8A
CW8A
CW8A
C W
8A
CW8A
C W
8A
CW11A
C W
A
CW8A
C W
8A
C W
8A
CONC SLAB 6.5
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0"
CONC SLAB 6
0" C W
A
MW8A
C W
8A
MW12A
PW8A P
W
8A
CONC SLAB 6.5
0"
PW11A
CW8A C
W
A
CW8A
18 x 1818 x 1818 x 1818 x 1818 x 18
18 x 1812 x 1412 x 1412 x 1412 x 14
18 x 1812 x 1412 x 1412 x 1412 x 14
18 x 1818 x 1818 x 1818 x 1818 x 18
CW11A
CW11A
14 x 14 14 x 14
14 x 1414 x 14 14 x 14
14 x 14 14 x 14 14 x 14
14 x 1414 x 1414 x 14
14 x 14 14 x 14 14 x 14
4x10
4x10
8x
4x10
10x2210x2210x22
10x22 10x22 10x22
CONC SLAB 6
-7'-10"
C W
A
NOTES:
1. THESE DOCUMENTS WERE CREATED TO ASSIST THE FUTURE DESIGN
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:3
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
ENLARGED FLOOR PLAN - LEVEL 1
- AREA B
S-101B
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
NORTH
1/8" = 1'-0"
OVERALL LEVEL 1 PLAN
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
95% As-Built Drawings 01/16/2024
0-AREA B
KB E H
FW12A
C W
A
-13'-0"
MS8A
21'-0" 20'-0" 11'-6" 12'-6" 24'-0" 20'-0" 5'-2" 20'-0"
FW8A
F W
8A
F W
6A
FW8A
C W
A
-5'-10"
SF16B
-13'-0"
SF40A
F W
8A
W12x14
F W
A
FW12A
F W
A
W12x14
W12x14
W12x14
W12x14
CW8A
FW12A
F
W
A W12x14
-12'-0"
SF24B
CW6A
CW8A
W12x14
W12x14
NOTES:
1. THESE DOCUMENTS WERE CREATED TO ASSIST THE FUTURE DESIGN
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:3
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
ENLARGED CHEMICAL STORAGE
AREA - LEVEL 1
S-101C
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DLG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
1/8" = 1'-0"
ENLARGED CHEMICAL STORAGE LEVEL 1
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
K L M N O P
A B E H
C W
8A
FW12A C
W
8A
CW8A
C W
8A
C W
8A
C W
8A
CW8A
C W
8A
C W
8A
C W
8A
CW8A
CW8A
C W
8A
CW8A
C W
8A
FW8A
14 x 14
CW4A
HSS4x4x1/2
HSS4x4x1/2 HSS4x4x1/2HSS4x4x1/2
HSS4x4x1/2
C W
A
CW6A
C W
8A
CW8A
C W
8A
CW8A
C W
A
CW12A
C W
A
C W
8A
C W
A
C W
A
5' -0
'-4
'-9
9'
-0
'-0
'-0
'-3
7'
-0
9' -0
'-8 " 3'
-4
4' -8
'-4
1' -2
'-0
'-0
'-0
'-0
'-0
59'-6" 21'-0" 20'-0" 11'-6" 12'-6" 24'-0" 20'-0" 5'-2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
293'-8"
9'
-6
W16x26
W16x26
W16x36
W16x45
W12x14
W16x26
W16x26
W x1
W x1
W x1
W x1
W x1
W x1
W x1
W 8x
W x1
W x1
W x1
W x1
W x1
W x1
W x1
W x1
W x1
W x1
W x1
W 8x
W x1
W x1
W x1
W12x14
W x1
W12x14
SOMD 5
11'-1"
C O
N C
S
LA
B
'-0
SOMD 3.5
9'-11 1/2"
SOMD 6.5
11'-1"
SOMD 5
12'-8"
HSS4x4x1/2
HSS4x4x1/2
PCW11A
P W
8A
P C
W
A
P W
A
HSS4x4x1/2
HSS4x4x1/2HSS4x4x1/2
CW8A
FW12A
W12x72 W12x72 W12x72 W12x72
W12x72W12x72W12x72W12x72
PW8A
FW12A
CONC SLAB 6
14'-0"
CONC SLAB 6
14'-0"
CONC SLAB 6
14'-0"
C W
8A
K
B A
R J
O
IS
T S
PCW11A
P C
W 8A
PCW8AP
C
W 8A
6x
12K1 JOISTS
12K1
SOMD 3.5
14'-0"
CONC SLAB 2.5
12'-1 1/2"
4x10
14 x 1814 x 1814 x 1814 x 1814 x 18
14 x 1814 x 1814 x 1814 x 1814 x 18
10 x 1210 x 1210 x 1210 x 12
10 x 1210 x 1210 x 1210 x 12
18 x 18
18 x 18
18 x 18
18 x 18
14 x 14
14 x 14 14 x 14 14 x 14
14 x 1414 x 14 14 x 14
14 x 1414 x 14
14 x 1414 x 14 14 x 14
14 x 14
14 x 14
CONC SLAB 8
11'-0"
CONC SLAB 8
11'-0"
CONC SLAB 2.5
16'-3"
4x10
4x10
4x10
10x24 10x24 10x24 10x24 x2
10x2410x2410x24 x2
6x10 4x10
NOTES:
1. THESE DOCUMENTS WERE CREATED TO ASSIST THE FUTURE DESIGN
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:3
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
OVERALL FLOOR PLAN - LEVEL 2
S-102
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
3/32" = 1'-0"
OVERALL LEVEL 2 PLAN
NORTH
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
NOTES:
1. THESE DOCUMENTS WERE CREATED TO ASSIST THE FUTURE DESIGN
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
C D F G J
A B E H
C W
8A
FW12A C
W
8A
CW8A C
W
8A
CW8A
C W
8A
C W
8A
FW8A
CW4A
HSS4x4x1/2
HSS4x4x1/2 HSS4x4x1/2HSS4x4x1/2
HSS4x4x1/2
C W
A
CW6A
C W
8A
CW8A
C W
8A
CW8A
C W
A
CW12A
C W
A
C W
8A
C W
A
C W
A
5' -0
'-4
'-9
9'
-0
'-0
'-0
'-3
7'
-0
9' -0
'-8 " 3'
-4
4' -8
59'-6" 21'-0" 20'-0" 11'-6" 12'-6" 24'-0" 20'-0" 5'-2"
W16x26
W16x26
W16x36
W16x45
W12x14
W16x26
W16x26
W x1
W x1
W x1
W x1
W x1
W x1
W x1
W 8x
W x1
W x1
W x1
W x1
W x1
W x1
W x1
W x1
W x1
W x1
W x1
W 8x
W x1
W x1
W x1
W12x14
W x1
W12x14
SOMD 5
11'-1"
C O
N C
S
LA
B
'-0
SOMD 3.5
9'-11 1/2"
SOMD 6.5
11'-1"
SOMD 5
12'-8"
HSS4x4x1/2
HSS4x4x1/2
PCW11A
P W
8A P C
W
A
P W
A
HSS4x4x1/2
HSS4x4x1/2HSS4x4x1/2
CW8A
FW12A
W12x72 W12x72 W12x72 W12x72
W12x72W12x72W12x72W12x72
PW8A
FW12A
CONC SLAB 6
14'-0"
CONC SLAB 6
14'-0"
CONC SLAB 6
14'-0"
C W
8A
K
B A
R J
O
IS
T S
PCW8AP
C
W 8A
6x
12K1 JOISTS
12K1
SOMD 3.5
14'-0"
CONC SLAB 2.5
12'-1 1/2"
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:3
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
ENLARGED FLOOR PLAN - LEVEL 2
- AREA A
S-102A
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
NORTH
1/8" = 1'-0"
OVERALL LEVEL 2 PLAN
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
95% As-Built Drawings 01/16/2024
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
C D F G J
K L M N O P
E H
C W
8A
C W
8A
C W
8A
CW8A
C W
8A
C W
8A
C W
8A
CW8A
CW8A
C W
8A
CW8A
C W
8A
14 x 14
CW8A
CW12A
'-3
7'
-0
9' -0
'-8 " 3'
-4
4' -8
'-4
1' -2
'-0
'-0
'-0
'-0
'-0
20'-0" 11'-6" 12'-6" 24'-0" 20'-0" 5'-2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
PCW11A
P C
W 8A
PCW8AP
C
W 8A
6x
CONC SLAB 2.5
12'-1 1/2"
4x10
14 x 1814 x 1814 x 1814 x 1814 x 18
14 x 1814 x 1814 x 1814 x 1814 x 18
10 x 1210 x 1210 x 1210 x 12
10 x 1210 x 1210 x 1210 x 12
18 x 18
18 x 18
18 x 18
18 x 18
14 x 14
14 x 14 14 x 14 14 x 14
14 x 1414 x 14 14 x 14
14 x 14 14 x 14
14 x 1414 x 14 14 x 14
14 x 14
14 x 14
CONC SLAB 8
11'-0"
CONC SLAB 8
11'-0"
CONC SLAB 2.5
16'-3"
4x10
4x10
4x10
10x24 10x24 10x24 10x24 x2
10x2410x2410x24 x2
6x10 4x10
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:3
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
ENLARGED FLOOR PLAN - LEVEL 2
- AREA B
S-102B
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
NORTH
1/8" = 1'-0"
OVERALL LEVEL 2 PLAN
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
95% As-Built Drawings 01/16/2024
KB
E H
W18x65
W18x65
W18x65 W18x65
W12x14
W12x14 W12x14
W12x14 W12x14
W x6
W12x14
W x6
W x6
W x6
W18x65
W x6
EL VARIES
CFS ROOF FRAMING
W12x14 W12x14
CW8A
CW8A
CW8A
C W
8A
C W
8A
NOTES:
1. THESE DOCUMENTS WERE CREATED TO ASSIST THE FUTURE DESIGN
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:4
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
ENLARGED CHEMICAL STORAGE
AREA - LEVEL 2
S-102C
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DLG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
1/8" = 1'-0"
OVERALL LEVEL 2 PLAN
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
95% As-Built Drawings 01/16/2024
ENLARGED CHEMICAL STORAGE LEVEL 2
K L M N O P
A B E H
5' -0
'-4
'-9
9'
-0
'-0
'-0
'-3
7'
-0
9' -0
'-8 " 3'
-4
4' -8
'-4
1' -2
'-0
'-0
'-0
'-0
'-0
59'-6" 21'-0" 20'-0" 11'-6" 12'-6" 24'-0" 20'-0" 5'-2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
C W
A
HSS4x4x1/2 HSS4x4x1/2 HSS4x4x1/2
W14x34
293'-8"
9'
-6
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
W12x72
W12x72
W12x72
W12x72
W12x72
W12x72
W12x72
W12x72
W16x26 W16x26 W16x26
W16x26 W16x26 W16x26 W12x14
W12x14
8K 8K 8K 8K 8K 8K 8K 8K 8K 8K 8K
K
K
K
K
K
K
K
K
K
K
K
8K
K L4 x3 x3
/8
C6x8.2
C6x8.2
L4x3x3/8
HSS4x4x1/2
SOMD 5
26'-8 7/8"
CONC SLAB 8
15'-0"
W16x50
W16x50
H S
S 2-
1/ 2x
2- 1/
2x 3/
SOMD 5
26'-7"
W 8x
W
8x
W 8x
H
S S
4x 4x
1/
L3 x3 x1 /4
B A
R J
O
IS
T S
BAR JOISTS
BAR JOISTS
BAR JOISTS
STEEL TRUSS
SOMD 5
25'-8"
W 8x
HSS2-1/2x2-1/2x3/16
W 8x
10H S
S 4x
4x 1/
W8x18
C8x11.5C8x11.5
SOMD 5
26'-7"
CONC SLAB 4
29'-0"
CONC SLAB 4
19'-0"
CONC SLAB 4
27'-0"
CONC SLAB 4
27'-0"
8x
8x
8x
8x
8x
8x
8x
8x
8x
8x
8x
8x
NOTES:
1. THESE DOCUMENTS WERE CREATED TO ASSIST THE FUTURE DESIGN
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:4
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
OVERALL ROOF PLAN
S-103
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
3/32" = 1'-0"
OVERALL ROOF PLAN
NORTH
OUTLINE OF
ROOF BELOW
OUTLINE OF
ROOF BELOW
OUTLINE OF
ROOF BELOW
OUTLINE OF
ROOF BELOW
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
C D F G J
A B E H
5' -0
'-4
'-9
9'
-0
'-0
'-0
'-3
7'
-0
9' -0
'-8 " 3'
-4
4' -8
59'-6" 21'-0" 20'-0" 11'-6" 12'-6" 24'-0" 20'-0" 5'-2"
C W
A
HSS4x4x1/2 HSS4x4x1/2 HSS4x4x1/2
W14x34
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
W12x72
W12x72
W12x72
W12x72
W12x72
W12x72
W12x72
W12x72
W16x26 W16x26 W16x26
W16x26 W16x26 W16x26 W12x14
W12x14
8K 8K 8K 8K 8K 8K 8K 8K 8K 8K 8K
K
K
K
K
K
K
K
K
K
K
K
8K
K L4 x3 x3
/8
C6x8.2
C6x8.2
L4x3x3/8
HSS4x4x1/2
SOMD 5
26'-8 7/8"
W16x50
W16x50
B A
R J
O
IS
T S
BAR JOISTS
BAR JOISTS
BAR JOISTS
STEEL TRUSS
SOMD 5
25'-8"
W 8x
HSS2-1/2x2-1/2x3/16
W 8x
H S
S 4x
4x 1/
W8x18
C8x11.5C8x11.5
SOMD 5
26'-7"
CONC SLAB 4
29'-0"
CONC SLAB 4
19'-0"
CONC SLAB 4
27'-0"
CONC SLAB 4
27'-0"
8x
8x
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:4
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
ENLARGED ROOF PLAN - AREA A
S-103A
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
NORTH
1/8" = 1'-0"
OVERALL ROOF PLAN
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
95% As-Built Drawings 01/16/2024
BUILDER IN THE SEQUENCED DEMOLITION AND WAS CREATED WITH
AVAILABLE EXISTING BUILDING DRAWINGS AND VISUAL OBSERVATIONS
FOR GENERAL CONFORMANCE ON SITE.
2. NOT ALL STRUCTURAL ITEMS WERE READILY VISIBLE DURING ONSITE
OBSERVATIONS. NO NONDESTRUCTIVE OR DESTRUCTIVE TESTING WAS
USED AND SELECTIVE DEMOLITION WAS NOT PERFORMED AT THE TIME
THESE DRAWINGS WERE CREATED.
3. THE FUTURE DESIGN BUILD TEAM, ALONG WITH THEIR CONSTRUCTION
ENGINEER, WILL NEED TO EVALUATE THE APPROPRIATE SEQUENCE
FOR THE DEMOLITION OF B2 AND SHOULD FIELD VERIFY CONDITIONS.
C D F G J
K L M N O P
E H
'-3
7'
-0
9' -0
'-8 " 3'
-4
4' -8
'-4
1' -2
'-0
'-0
'-0
'-0
'-0
20'-0" 11'-6" 12'-6" 24'-0" 20'-0" 5'-2" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
CONC SLAB 8
15'-0"
H S
S 2-
1/ 2x
2- 1/
2x 3/
SOMD 5
26'-7"
W 8x
W 8x
W 8x
H S
S 4x
4x 1/
L3 x3 x1
/4
CONC SLAB 4
29'-0"
8x
8x
8x
8x
8x
8x
8x
8x
8x
8x
8x
8x
M
MAXSON
ENGINEERING
303-933-2700 maxsonengineering.com
Project # 21044
C
O P
Y R
IG
H
T
M
A X
S O
N E
N G
IN
E E R
IN
G
CHECKED BY:
PROJECT MANAGER:
THE ORIGINAL OF THIS DRAWING IS 30" X 42". IF THIS COPY IS ANY OTHER SIZE, IT HAS EITHER BEEN REDUCED OR ENLARGED.
MECHANICAL/ELECTRICAL
MAXSON ENGINEERING
8307 SHAFFER PARKWAY, SUITE 200
LITTLETON, CO 80127
303-933-2700
DESIGN TEAM
DESIGNED BY:
ARCHITECT
G2 DESIGN
10920 W. ALAMEDA AVE., SUITE 100
LAKEWOOD, CO 80215
720-502-4156
REVISION HISTORY DATE
STRUCTURAL
MARTIN/MARTIN, INC.
12499 W. COLFAX AVE.
LAKEWOOD, CO 80215
303-431-6100
M M
J O
B
P
R
IN
C
IP
A L:
E O
R
P R
O
JE
C T
M A
N A
G E
R
D E
S
IG
N E
R S
LE
A D
R E
V
IT
T E
C H
D
A T
E P
R
IN
T E
D
F
IL
E P
A T
H
1/
/2
6:
:4
P
M A ut od es k
D oc s:
//N
IS
T
B
A S
-B U
IL
T
_R
/2 3.
.S .0
1- N
IS
T
B
A S
-B U
IL
T
-S
.r vt
ENLARGED ROOF PLAN - AREA B
S-103B
B U
IL
D
IN
G
A S B
U
IL
T D
R A
W
IN
G S
BR
O
A D
W A
Y
BO
U
LD
ER
, C
O
JC/MM
DG
RD
E nt er D es ig ne r's
N am e H er e
D
IA
N A
G A
LO
F
A R
O
M
IK
E G
O
LD
S T
E
IN
.1
5.
S .0
E nt er E
O R
's N am e
H er e
M
IK
E M
A T
A
NORTH
1/8" = 1'-0"
OVERALL ROOF PLAN
30% As-Built Drawings 11/03/2023
60% As-Built Drawings 12/08/2023
95% As-Built Drawings 01/16/2024
| Sheets |
| S-000 - LEGEND AND SYMBOLS |
| S-100 - OVERALL FLOOR PLAN - LEVEL 0 |
| S-100A - ENLARGED FLOOR PLAN - LEVEL 0 - AREA A |
| S-100B - ENLARGED FLOOR PLAN - LEVEL 0 - AREA B |
| S-101 - OVERALL FLOOR PLAN - LEVEL 1 |
| S-101A - ENLARGED FLOOR PLAN - LEVEL 1 - AREA A |
| S-101B - ENLARGED FLOOR PLAN - LEVEL 1 - AREA B |
| S-101C - ENLARGED CHEMICAL STORAGE AREA - LEVEL 1 |
| S-102 - OVERALL FLOOR PLAN - LEVEL 2 |
| S-102A - ENLARGED FLOOR PLAN - LEVEL 2 - AREA A |
| S-102B - ENLARGED FLOOR PLAN - LEVEL 2 - AREA B |
| S-102C - ENLARGED CHEMICAL STORAGE AREA - LEVEL 2 |
| S-103 - OVERALL ROOF PLAN |
| S-103A - ENLARGED ROOF PLAN - AREA A |
| S-103B - ENLARGED ROOF PLAN - AREA B |
File details come from the government source that posted it. Updated .