HomeMy WebLinkAbout4450 DENROSE COURT - Filed MA-MINOR AMENDMENT -City of Fort Collins Zoning
281 N. College Ave.
Fort Collins, CO 80524
Phone 970.416.2745
zoning@fcgov.com
Micro Amendment – Planning & Zoning Department
*THIS FORM IS FOR OFFICE USE ONLY*
Instructions:
This form is to document “micro” changes to an approved development plan. Planner or Zoning Inspector
needs to fill out form and save document along any attachments to S:drive folder:
S:\CDNS\CUSTOMER_ADMIN_SERVICES\Final Docs - Scanning\Micro Amendments
Naming convention: project/subdivision name, project number (ex: Feeder Supply, FDP130039.pdf)
Examples of micro amendments (use your best judgement, these changes should not have large impacts):
Minor landscape changes
Screening for mechanical equipment
Building paint color change
Relocating handicap parking spaces
Moving internal pedestrian walkways/sidewalks
Description of the change and reason(s) for the request:
_____________________________________________________________________________
_____________________________________________________________________________
_____________________________________________________________________________
_____________________________________________________________________________
_____________________________________________________________________________
_____________________________________________________________________________
Project name & Number:____________________________________________________________________________
Building Permit (if applicable): _______________________________________________________________________
Project Location (Street Address): ____________________________________________________________________
Requester’s Name (s): _______________________________________________________________________________
Telephone: __________________________ Email:________________________________________________________
☐Attachment included
City Approval: ___________________________________________________________ Date: __________________________________________
4450 Denrose Ct
B2303514
4450 Denrose Ct
Don Bernholtz
970-682-4927 don@vfla.com
4
Add new AC ground units on west side of property. Will be screened by 6' tall fencing.
7.17.23
MA230077
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FOOTPRINT
NEW
EMPLOYEE
PAVILION
SIX CAR PARKING
GARAGE
(FUTURE PHASE)
THREE CAR
PARKING CANOPY
(FUTURE PHASE)
LOT 1
INTERCHANGE
BUSINESS PARK
LOT 4
INTERCHANGE
BUSINESS PARK
DENRO
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26'-0"
EAE
26'-0"
EAE
3'-9"
ACCESS
EASEMENT
R25'-0"
R25'-0"
9'-0"
5'-0"
9'-0"
11'-0"
STORMWATER EASEMENT
20'-0" PSCO
EASEMENT
16'-6"
EASEMENT
20'-0"
UE
5'-6"
NEW WALK
30'-0"
20'-7"
7'-8"
17'-6"
20'-0"
20'-0"
26'-0"
EAE
26'-0"
EAE
20'-0"
EAE
6'-8" PARKWAY
6'-7" PARKWAYNEW 10'-1" WALK
5'-0"
R25'-0"
EXISTING
UTILITY EASEMENT
17'-0"
17'-0"
17'-0"
17'-0"
9'-0"
9'-0"
9'-0"
9'-0"
19'-1"
EXISTING
DIMENSION
9'-0"9'-0"
9'-0"
9'-0"
EXISTING TREE
TO REMAIN
EXISTING TREE
TO REMAIN
EXISTING TREE
TO REMAIN
EXISTING TREE
TO REMAIN
EXISTING POLE LIGHT
TO REMAIN
NEW RAMP
EXISTING POLE LIGHT
TO REMAIN
EXISTING POLE LIGHT
TO REMAIN
NEW RAMP
NEW PARKING LOT STRIPING
NEW CURB & GUTTER
NEW CURB & GUTTER
NEW 5' DETACHED SIDEWALK
ALONG PROPERTY FRONTAGE
NEW LANDSCAPING
NEW RAMP
NEW TELESCOPE OBSERVATION ENCLOSURE
PROPERTY LINE
EXISTING SOFT TRAIL TO REMAIN
FL 18"
RCP PIPE
FL 12"
PVC PIPE
NEW PAINTED CROSSWALKEXISTING LIGHT POLE
TO REMAIN
NEW DRIVEWAY RAMP
NEW EMPLOYEE PATIO AREA
EXISTING TREE TO REMAIN
EXISTING BIKE RACK TO REMAIN
EXISTING TRASH ENCLOSURE
TO REMAIN
(2) NEW OVERHEAD DOORS
EXISTING LIGHT POLE
TO REMAIN
NEW DRIVEWAY RAMP
EXISTING POLE LIGHT TO REMAIN
NEW CHASE
RE: CIVIL
19'-10"
EAE
23'-8"
EAE
23'-5"
EAE
SYMBOL DESCRIPTION QTY
EXISTING CONCRETE TO REMAIN 3,798 SF
20 SITE DEVELOPMENT
SYMBOL DESCRIPTION QTY
NEW LANDSCAPED AREAS 13,456 SF
NEW CONCRETE WALKS 3,626 SF
REFERENCE NOTES SCHEDULE
W W W
G G
E E
FO FO
SS SS
OHE OHE OHE
M
= EXISTING WATER UTILITY
= EXISTING STORM DRAIN UTILITY
= EXISTING GAS UTILITY
= PROPERTY BOUNDARY
= DRAINAGE OR UTILITY EASEMENT
=EXISTING TREE/SHRUBS TO REMAIN
= 100 YEAR FEMA FLOOD PLAIN
= EXISTING FIBER OPTIC UTILITY
= EXISTING ELECTRIC UTILITY
= EXISTING SEWER SERVICE
= EXISTING OVERHEAD ELECTRIC UTILITY
= MITIGATION TREE
DRAWING NUMBER:
ISSUED
PROJECT No.:
DRAWN BY:
REVIEWED BY:
SEAL:
PREPARED BY:
No.DESCRIPTION DATE
REVISIONS
No.DESCRIPTION DATE
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419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com
NUMERICA CORPORATION
Jeff Poore
5042 Technology Parkway STE 100,
Fort Collins, CO 80528
ENGINEER
OWNER'S REP
NORTHERN ENGINEERING
Danny Weber
301 N. Howes St. Suite #100
Fort Collins, CO 80521
p. 970.221.4158
SCHROYER RESOURCES LLC
Steve Schroyer
p. 970.481.5505
OWNER
RIPLEY DESIGN INC.
Katy Thompson
419 Canyon Ave. Suite 200
Fort Collins, CO 80521
p. 970.224.5828
LANDSCAPE ARCHITECT
ARCHITECT
VFLA ARCHITECTS
Don Bernholtz
419 Canyon Ave. Suite 200
p. 970-224-1191
SITE PLAN
MINOR AMENDMENT
4450 DENROSE
7/21/2021MINOR AMENDMENT #303
6/16/2021MINOR AMENDMENT #202
5/12/2021MINOR AMENDMENT01
FORT COLLINS, CO
KT
AG
R21-023
1 OF 4
NORTH
0 10 20 40
SCALE: 1"=20'-0"
GROSS SITE AREA 144,154 SQ. FT. (3.31 ACRES)
BUILDING FLOOR AREA BREAKDOWN (SQ. FT.)
GENERAL OFFICE 8,918
WORKSHOP 23,034
TOTAL:31,952
PARKING REQUIREMENTS
EXISTING REQUIRED PROPOSED
STANDARD SPACE 78 30 3
ACCESSIBLE SPACE 4 2 56
GARAGE SPACE 0 0 9
TOTAL PARKING SPACES:82 32 68
BIKE PARKING REQUIREMENTS
EXISTING REQUIRED PROPOSED
FIXED SPACE 7 6 7
ENCLOSED SPACE 0 2 2
TOTAL BIKE PARKING SPACES:7 8 9
PARKING NOTES:
1.PARKING CALCULATION IS BASED ON GENERAL OFFICE USE PARKING REQUIREMENTS (1 PER
1,000 SQUARE FEET) PER LUC ARTICLE 3.2.2(K)(2)(a).
BIKE PARKING NOTES:
1.PARKING CALCULATION IS BASED ON GENERAL OFFICE USE PARKING REQUIREMENTS (1 PER
4,000 SQUARE FEET WITH A MINIMUM OF 20% ENCLOSED) PER LUC ARTICLE 3.2.2(C)(4)(b).
LAND USE TABLE
ZONING C-G (GENERAL COMMERCIAL)
NOTES
1.ANY FUTURE CHANGES TO SITE OR EXTERIOR
BUILDING LIGHTING, INCLUDING BULB CHANGES OR
FIXTURE RETROFITS, NEED TO TO COMPLY WITH
CURRENT CODE.
LEGAL DESCRIPTION
LOT 1, INTERCHANGE BUSINESS PARK, AMD LOT 2 & 3 (20030131354), FTC
LEGEND
Existing conditions
DW DW
CLR.
3' - 0"
EVAP. UNIT
4' - 0"
CLR.
3' - 0"
CLEAR
4'
-
0
"
EV
A
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7'
-
8
"
10
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10
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7'
-
8
"
CL
E
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4'
-
0
"
(+/-)
3' - 8"
EXISTING
20' - 0" (+/-)
EXISTING
PROPERTY
LINE
EXISTING
12" STORM
PIPE
EXISTING
8" STORM
PIPE
NEW UNIT-
MOUNTED
METAL PANEL
SCREEN WALL
& SUPPORT
BRACKETS, BY
VENDOR.
NEW CONC. PIER
FOUNDATIONS
(HYDRAULIC
EXCAVATION, RE:
STRUCT.)
EXISTING FIRE
ACCESS DOOR
NEW EVAPORATIVE
COOLER UNIT ON
STEEL FRAME AND
CONC. PIER
FOUNDATIONS PER
STRUCTURAL.
NEW UNIT-
MOUNTED
METAL PANEL
SCREEN WALL
& SUPPORT
BRACKETS, BY
VENDOR.
NEW EVAPORATIVE
COOLER UNIT ON
STEEL FRAME AND
CONC. PIER
FOUNDATIONS PER
STRUCTURAL.
EXISTING WEST
EXTERIOR WALL
NEW OVERHEAD
DUCTWORK
NEW OVERHEAD
DUCTWORK
EXISTING WALL
LIGHT
SEP. FROM FNDN.
6' - 4" (+/-)
EX
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(
V
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F
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)
5'
-
3
1
/
2
"
FACE OF BUILDING
CENTERLINE
CL
EXISTING CONC. LANDING
EXISTING TREE
EXISTING TREE
STEEL PAINT FINISH FOR
SUPPORT FRAME:
STEEL TO BE PRIMED USING
SHERWIN WILLIAMS
MACROPOXY 646 PRIMER WITH
TWO FINISH COATS OF
SHERWIN WILLIAMS ACROLON
218 POLYURETHANE. COLOR:
GRAY.
CRITICAL ROOT
ZONE (9' RADIUS)
CRITICAL ROOT
ZONE (7' RADIUS)
4
ASI-2
4
ASI-2
4
ASI-2
A1.1.
2
A3.1.1
WATER & POWER PROVIDED PER
MECHANICAL & ELECTRICAL
DRAWINGS; & PER PREVIOUS
HUMIDIFIERS INSTALLATION
NEW EVAPORATIVE COOLER UNITS,
SEE ENLARGED PLAN
EXISTING
WAREHOUSE
EXISTING
OFFICES
CODE DATA
2021 I.B.C. W/ LOCAL AMENDMENTS
2021 I.F.C.
2021 I.E.C.C.
OCCUPANCY GROUP(S):
CONTRUCTION TYPE:
SPRINKLER SYSTEM:
OCCUPANCY SEPARATION:
OCC. GROUPS: B, F-1 & S-1: 62,000 S.F. (F-1 MOST
RESTRICTIVE)
ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE -
TABLE 504.3
ALLOWABLE AREA FACTOR PER TABLE 506.2
ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE -
TABLE 504.4
OCC. GROUPS: B, F & S (SPRINKLED)
ALLOWABLE BUILDING HEIGHT = 75' - 0"
EXISTING BUILDING HEIGHT = 37' - 6"
OCC. GROUPS: B,F-1 & S-1 (SPRINKLED)
ALLOWABLE NUMBER OF STORIES = 3 STORIES (F-1 & S-1)
EXISTING NUMBER OF STORIES = 1 STORY
1ST FLOOR -
1ST FLOOR UNENCLOSED EXTERIOR AREAS -
TOTAL -
EXISTING BUILDING AREA
31,950 SF
393 SF
32,343 SF
B, F-1, S-1
II -B
NFPA TYPE 13 SPRINKLERS
NO
PRIMARY STRUCTURAL FRAME
BEARING WALLS EXTERIOR
BEARING WALLS INTERIORS
NON BEARING WALLS & PARTITIONS INTERIOR
FLOOR CONSTRUCTION & SECONDARY MEMBERS
ROOF CONSTRUCTION & SECONDARY MEMBERS
FIRE RESISTANCE RATINGS FOR BUILDING
ELEMENTS BASED ON CONSTRUCTION TYPE -
IBC TABLE 601
0 HR
0 HR
0 HR
0 HR
0 HR
0 HR
APPLICABLE CODES AND STANDARDS
JURISDICTION:
APPLICABLE CODES:
CITY OF FORT COLLINS -BUILDING SERVICES DEPARTMENT
POUDRE FIRE AUTHORITY
2021 IBC -INTERNATIONAL BUILDING CODE
2021 IECC -INTERNATIONAL ENERGY CONSERVATION CODE
2021 IFC -INTERNATIONAL FIRE CODE
2021 IFGC -INTERNATIONAL FUEL GAS CODE
2021 IMC -INTERNATIONAL MECHANICAL CODE
2021 IPC -INTERNATIONAL PLUMBING CODE
2020 NEC -NATIONAL ELECTRIC CODE
2021 IEBC -INTERNATIONAL EXISTING BUILDING CODE
CITY OF FORT COLLINS –BUILDING CODE AMENDMENTS
CITY OF FORT COLLINS –LAND USE CODE
SHEET INDEX
A1.1
A3.1
S0.1
S1.1
M0.1
M2.1
M8.1
E1.1
E2.1
PHASE 2 -PLAN AT EVAP COOLERS
PHASE 2 -ELEVATION & DETAILS -EVAP
COOLERS
GENERAL NOTES, ABBREVIATIONS,
SHEET LIST
PARTIAL FOUNDATION AND ROOF
FRAMING PLAN
NOTES, LEGEND, DETAIL, AND DRAWING
INDEX
PHASE 2 -FIRST FLOOR MECHANICAL
PLAN
MECHANICAL SCHEDULES
PHASE 2 NOTES, SCHEDULES & ONE-LINE
DIAGRAM
PHASE 2 HVAC POWER PLAN
419 Canyon Ave Suite 200, Fort Collins, CO 80521 | 970.224.1191
108 East Lincolnway, Cheyenne, WY 82001 | 307.635.5710
www.VFLA.com
DRAWING NUMBER:
PROJECT NUMBER:
SEAL:
IN ASSOCIATION WITH:
Strength in design. Strength in partnership.
Strength in community.
VAUGHT FRYE LARSON ARONSON ARCHITECTURE + INTERIORS, INC.
THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR
COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA.
COPYRIGHT:
SHEET ISSUANCES
DESCRIPTION DATE
N O T F O R C O N S T R U C T I O N
F O R R E F E R E N C E O N L Y
A R C H I T E C T U R E + I N T E R I O R S
CIVIL ENGINEER:
NORTHERN ENGINEERING
LANDSCAPE ARCHITECT:
RIPLEY DESIGN, INC.
STRUCTURAL ENGINEER:
LARSEN STRUCTURAL DESIGN
MECHANICAL ENGINEER:
INTEGRATED MECHANICAL, LLC
ELECTRICAL ENGINEER:
ELECTRICON ELECTRICAL ENGINEERING
4450 DENROSE -
NUMERICA
PERMIT SET
6/
2
/
2
0
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3
4
:
3
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:
4
9
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6/2/2023 4:31:49 PM
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A1.1.
PHASE 2 -PLAN AT
EVAP COOLERS
4450 DENROSE COURT
FORT COLLINS, CO
2021-15
SCALE:1/4" = 1'-0"
2 ENLARGED PLAN @ EVAP COOLERS AREA
SCALE:1" = 20'-0"
1 KEY PLAN FOR EVAP COOLER PLACEMENT
SCALE:3 AXON VIEW -EVAP COOLERS
PERMIT SET 2023-03-29
(4) ASI-4 MICRO AMENDMENT 2023-06-022
N O T F O R C O N S T R U C T I O N
F O R R E F E R E N C E O N L Y
N O T F O R C O N S T R U C T I O N
F O R R E F E R E N C E O N L Y
07/14/202103/29/2023
FIRST FLOOR
100' -0"
EXISTING FIRE
ACCESS DOOR
NEW PAINTED DUCTS ATTACHED
TO FACE OF BUILDING. COLOR TO
MATCH WHITE OF (E) BUILDING
NEW SCREENED EVAPORATIVE
COOLING UNIT. SCREEN PER
VENDOR. PREFINISH AS
SELECTED BY ARCHITECT
DURING SUBMITTAL PROCESS.
NEW SCREENED
EVAPORATIVE
COOLING UNIT
EXISTING
BUILDING
EXISTING
BUILDING
DUCT PENETRATIONS CENTERED THROUGH
EXISTING OPENINGS: COVER, SEAL &
INSULATE ANNULAR SPACES.
2
A3.1.
EXISTING
BUILDING
12' - 0"
27
'
-
1
0
"
(
A
P
P
R
O
X
.
,
V
I
F
)
6'
-
0
"
6'
-
0
"
SCREEN HEIGHT
ABOVE GRADE4
ASI-2
4
ASI-2
5.1
ANCHORS PER STRUCT. INTO (E) PRECAST
WALL ASSEMBLY INFILL OF EXISTING OPENING:
• CEMENTIOUS PANEL SIDING: B.O.D.: 5/16" ALLURA SMOOTH
VERTICAL PANEL (PREFIN/ J-TRIM AT HEAD & JAMBS WITH
SEALANT). PRIMED, AND PAINTED WITH 2 COATS EXTERIOR 100%
ACRYLIC LATEX; OVER,
• TYVEK COMMERCIAL WRAP 'D' AIR & WEATHER BARRIER (AWB).
INSTALL PER MFR'S INSTRUCTIONS USING MFR'S APPROVED
ACCESSORIES. LAP INTO OPNG.'S PER MFR'S INSTRUCTIONS.
• 1/2" DENSGLASS EXTERIOR FIBERGLASS MAT GYPSUM
SHEATHING; OVER,
• 6-INCH GALV. STEEL STUD FRAMING (GAUGE & SPACING PER
STRUCTURAL), WITH MIN. R-21 FIBERGLASS OR MINERAL WOOL
BATT INSUL. IN STUD CAVITIES. COMPLETELY FILL ALL CAVITIES
WITH NO VOIDS OR GAPS.
• 6 MIL POLY VAPOR/AIR BARRIER AT INTERIOR FACE OF STUDS.
• 1/2" OR 5/8" GYPSUM BOARD AT INTERIOR, FINISHED WITH 2 COATS
ACRYLIC LATEX PAINT (COLOR TO MATCH (E) WALLS.
INSULATED DUCT PER
MECHANICAL DOCUMENTS
PREFIN. BASE FLASHING WITH DRIP EDGE
AT FULL PERIMETER OF DUCT
PENETRATION, FILL ANNULAR SPACE
WITH COMPRESSIBLE FILLER STRIP,
AND CAP EXTERIOR AND INTERIOR
ENDS WITH ELASTOMERIC SEALANT
(B.O.D.: SIKAFLEX®-1A).
EXISTING(E) PRECAST WALLS
123' - 7" (FIN.FLR. @ 100'-0")
B.O.(E) OPENING (APPROX., V.I.F.)
128' - 7"
T.O.(E) OPENING (APPROX., V.I.F.)
V.I.F. (E) SOLID CONCRETE AROUND
OPENING UPON DEMOLITION OF (E) FANS.
LAP. AWB OVER T.O. FLASHING
PRIME & PAINT EXPOSED STEEL, TYP.
SECURE DUCTWORK PER
MECHANICAL & STRUCTURAL
DOCUMENTS1/
2
"
SECURE DUCTWORK PER MECHANICAL &
STRUCTURAL DOCUMENTS
419 Canyon Ave Suite 200, Fort Collins, CO 80521 | 970.224.1191
108 East Lincolnway, Cheyenne, WY 82001 | 307.635.5710
www.VFLA.com
DRAWING NUMBER:
PROJECT NUMBER:
SEAL:
IN ASSOCIATION WITH:
Strength in design. Strength in partnership.
Strength in community.
VAUGHT FRYE LARSON ARONSON ARCHITECTURE + INTERIORS, INC.
THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR
COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA.
COPYRIGHT:
SHEET ISSUANCES
DESCRIPTION DATE
N O T F O R C O N S T R U C T I O N
F O R R E F E R E N C E O N L Y
A R C H I T E C T U R E + I N T E R I O R S
CIVIL ENGINEER:
NORTHERN ENGINEERING
LANDSCAPE ARCHITECT:
RIPLEY DESIGN, INC.
STRUCTURAL ENGINEER:
LARSEN STRUCTURAL DESIGN
MECHANICAL ENGINEER:
INTEGRATED MECHANICAL, LLC
ELECTRICAL ENGINEER:
ELECTRICON ELECTRICAL ENGINEERING
4450 DENROSE -
NUMERICA
PERMIT SET
6/
2
/
2
0
2
3
4
:
3
3
:
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8
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6/2/2023 4:33:48 PM
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A3.1.
PHASE 2 -ELEVATION
& DETAILS -EVAP
COOLERS
4450 DENROSE COURT
FORT COLLINS, CO
2021-15
SCALE:3/32" = 1'-0"1 ELEVATION -WEST EVAP UNITS
SCALE:1 1/2" = 1'-0"2 DETAIL @ EVAP DUCT PENETRATION
PERMIT SET 2023-03-29
(4) ASI-4 MICRO AMENDMENT 2023-06-022
N O T F O R C O N S T R U C T I O N
F O R R E F E R E N C E O N L Y
N O T F O R C O N S T R U C T I O N
F O R R E F E R E N C E O N L Y
07/14/202103/29/2023
STRUCTURAL GENERAL NOTES
Project: 4450 Denrose Tenant Finish
Larsen Structural Design Job Number: 2448
DESIGN LOADS:
International Building Code; IBC 2021 Edition, except as noted
Risk Category:Table 1604.5 II Standard
Roofs:
Ground Snow: Pg 30 psf (used for drifting calculations)
Flat Roof Snow:Pf 30 psf (Min.)
Snow Exposure Factor: Ce ASCE 7-16 Table 7.3-1 1.0
Snow importance Factor: Is ASCE 7-16 Table 1.5-2 1.0
Snow Thermal Factor: Ct ASCE 7-16 Table 7.3-2 1.0
Lateral:
Wind ASCE 7-16 Directional Procedure
3 Second Gust Velocity V_ult = 115 mph
Building Category Enclosed
Internal Pressure Coefficient ASCE 7-16 Table 26.13-1 GCpi= ±0.18
Exposure C
Seismic
Importance Factor:Ie ASCE 7-16 Table 1.5-2 1.0
Spectral Response Acceleration Coefficient
Short Period Ss 0.179 g SDS 0.191 g
One Second S1 0.054 g SD1 0.086 g
Soils Site Class D
Design Category Table 1613.2.5(1) & (2)B
FOUNDATION DESIGN:
Refer to soils report no. #FC-2857 by CTL/Thompson, dated September 15, 2003.
Soils engineer shall verify soil conditions and types during excavation and prior to concrete placement.
--Footings---
Design of footings is based on:
Maximum allowable bearing pressure:3,000 psf
Minimum dead load pressure:800 psf
Bear footings on undisturbed natural soils or suitable compacted material as directed by the geotechnical engineer.
Bottom of exterior footings to bear a minimum of 36" below final exterior grade for frost protection.
STRUCTURAL CONCRETE:
Design is based on "Building Code Requirements for Structural Concrete"(ACI 318-14). Concrete work shall conform to
"Standard Specifications for Structural Concrete” (ACI 301-16).
Structural concrete shall have the following properties:
Intended Exposure f’c, (psi)Maximum Maximum Entrained Cement
Use Category 28 day w/cm Aggregate Air (±1.5%)Type
Foundations F1/S0/W0/C1 3,500 0.55 1”Stone 6%I/II
Concrete mix designs shall be submitted to the engineer of record no less than 15 working days prior to the
commencement of pouring. Slump of concrete shall be specified by the concrete sub-contractor to provide adequate
workability and finishing of the concrete being placed.
No concrete admixture containing calcium chloride shall be permitted in any concrete.
Detailing, fabrication, and placement of reinforcing steel shall be in accordance with the "Guide to Presenting Reinforcing
Steel Design Details (ACI 315R-18).
Reinforcing bars shall conform to ASTM A615, Grade 60, reinforcement to be welded shall be ASTM 706 grade 60
reinforcing.
Reinforcing bars shall be spliced a minimum of 67 bar diameters.
Except as noted on the drawings, concrete protection for reinforcement in cast-in-place concrete shall be as follows:
a. Cast against and permanently exposed to earth 3"
b. Exposed to earth or weather:
#6 through #18 bars 2"
#5 bar, W31 or D31 wire, and smaller 1-1/2"
c. Not exposed to weather or in contact with ground:
Slabs, walls, joists: #11 bar and smaller 3/4"
Beams, columns:
Primary reinforcement 1-1/2"
Stirrups, ties, spirals 1-1/2"
Anchor bolts and rods for beam and column-bearing plates shall be placed with setting templates.
Concrete shall not be placed until reinforcing and embedded items have been inspected by a qualified special inspector
employed by the owner in accordance with IBC Section 1704.4.
STRUCTURAL ERECTION AND BRACING REQUIREMENTS:
The structural drawings illustrate the completed structure with elements in their final positions, properly supported and
braced.
These construction documents contain typical and representative details to assist the contractor.
Details shown apply at all similar conditions unless otherwise indicated.
Although due diligence has been applied to make the drawings as complete as possible, not every detail is illustrated,
nor is every exceptional condition addressed.
All proprietary connections shall be installed in accordance with the manufacturers' recommendations.
All work shall be accomplished in a workmanlike manner and in accordance with the applicable code and local
ordinances.
The general contractor is responsible for coordination of all work, including layout and dimension verification, materials
coordination, shop drawing review, and the work of subcontractors.
Any discrepancies or omissions discovered in the course of the work shall be immediately reported to the architect for
resolution.
Continuation of work without notification of discrepancies relieves the architect and engineer from all consequences.
Unless otherwise specifically indicated, the drawings do not describe methods of construction.
The contractor, in the proper sequence, shall perform or supervise all work necessary to achieve the final completed
structure, and to protect the structure, workmen, and others during construction.
Such work shall include, but not be limited to, bracing, shoring for construction equipment, shoring for excavation,
formwork, scaffolding, safety devices and programs of all kinds, support and bracing for cranes and other erection
equipment.
Do not backfill against basement or retaining walls until supporting slabs and floor framing are in place and securely
anchored, unless adequate bracing is provided.
Temporary bracing shall remain in place until all floors, walls, roofs and any other supporting elements are in place.
The architect and engineer bear no responsibility for the above items, and observation visits to the site do not in any
way include inspection of them.
SHOP DRAWINGS:
Construction Documents are copyrighted and shall not be copied for use as erection plans or shop details.
Use of Larsen Structural Design's electronic files as base for shop drawings requires prior approval by Larsen
Structural Design, signed release of liability by subcontractor, and deletion of Larsen Structural Design’s name and
Logo from all sheets so used.
The General Contractor and his subcontractors shall submit in writing any requests to modify the plans or
specifications.
All shop and erection drawings shall be checked and stamped by the General Contractor prior to submission for
Engineer's review.
Unchecked submittals will be returned without review.
Furnish one (1) electronic copy of shop and erection drawings to the Structural Engineer for review prior to fabrication
for:
• Concrete mix designs
• Reinforcing steel
• Structural steel
Submit in a timely manner to permit ten (10)working days for review.
Shop drawings submitted for review do not constitute "request for change in writing" unless specific suggested
changes are clearly marked. In any event, such changes by means of the shop drawing submittal process become
the responsibility of the one initiating such change.
STRUCTURAL STEEL:
Structural steel shall be detailed, fabricated, and erected in accordance with the "Specification for Structural Steel Buildings"
(AISC 360-16) and the "Code of Standard Practice for Steel Building and Bridges" (AISC 303-16), by the American Institute
of Steel Construction (AISC).
Structural steel wide flange beams shall conform to ASTM A992.
Other rolled shapes, including plates, channels, and angles shall conform to ASTM A36.
Hollow structural section (HSS) tube shapes shall conform to ASTM A500, Grade B, 46 ksi yield.
Except as noted, framed beam connections shall be bearing-type with 3/4" diameter, snug tight, A325-N bolts, detailed in
conformance with the Structural Drawings and the "Steel Construction Manual" by AISC, 15th Edition. Install bolts in
accordance with AISC "Specification for Structural Joints Using ASTM A325 or A490 Bolts", 2004.
Anchor rods shall conform to ASTM F1554, Grade 36 (or high strength Gr 55 or Gr 105 as noted), with weldability
supplement S1.
Welding shall be done by a certified welder in accordance with AISC and AWS specifications and recommendations using
E70-electrodes. Where not specifically noted, minimum weld shall be 3/16”fillet by length of contact edge.
All post-installed anchors shall have current International Code Council Evaluation Service (ICC-ES) reports and shall be
installed in accordance with the manufacturer's requirements.
Chemical anchors shall be approved epoxy or similar adhesive type and shall have current ICC-ES Report. Where base
material is not solid, approved screen tubes shall be used.
Grout beneath column base and beam-bearing plates shall be minimum 28-day compressive strength of 7,500 psi,
approved non-metallic,non-shrink, when tested in accordance with ASTM C1107 Grade B or C at a flow cone fluid
consistency of 20 to 30 seconds.
LETTERS OF CONSTRUCTION COMPLIANCE:
The General Contractor shall determine from the local building official at the time the building permit is obtained
whether any letters of construction compliance will be requested from the Structural Engineer.
The Contractor shall notify the engineer about all such requirements in writing before the start of construction.
One-week advance notice shall be given when requesting site visits necessary as the basis for the compliance letter.
INSPECTIONS AND REVIEWS:
All site soils related work and footing excavations prior to placing forms, as well as site drainage, shall be reviewed by
the project geotechnical engineer.
Normal reviews by Local Building Department.
Notify 48 hours prior to required review.
Required special inspections per I.B.C. Section 1705 by an approved special inspector retained by owner:
* Concrete: Observation of reinforcing, embeds, and forms prior to placement of concrete and observation during
placement of concrete as well as taking and testing of specimens. Refer to Section 1705.3 and Table 1705.3 of the
I.B.C.
* Steel: Periodic and continuous inspections of steel frame joint details. Refer to Section 1705.2 and Table 1705.2.2 of
the I.B.C, and Tables N5.4-1 thru N5.4-3 and N5.6-1 thru N5.6-3 of the AISC 360-16.
* Grading, Excavation and Placement of Fills: Observation during grading, earthwork excavations and placement of
fills, as well as testing for required compaction of fills.
Approved agencies shall provide written documentation to the building official demonstrating the competence and
relevant experience or training of the special inspectors who will perform the special inspections and testing prior to
and during construction as required per IBC 2018 Section 1704.2.1.
Duties and responsibilities of the special inspector shall be to observe and/or test the work assigned and outlined
above for conformance with the approved construction documents. All discrepancies shall be brought to the
immediate attention of the contractor for correction.
The special inspector shall furnish regular reports to the building official, the engineer and architect of record, and
other designated persons. Progress reports for continuous inspection shall be furnished weekly. Individual reports of
periodic inspections shall be furnished within one week of inspection dates. The reports shall note uncorrected
deficiencies, correction of previously reported deficiencies, and changes to the approved construction documents
authorized by engineer of record.
The special inspector shall submit a final signed report within 10 days of the final special inspection stating whether
the work requiring special inspection was, to the best of the inspector's knowledge and belief, in conformance with the
approved construction documents and the applicable workmanship provisions of the International Building Code.
Work not in compliance shall be noted in the report.
FIELD VERIFICATION OF EXISTING CONDITIONS:
Contractor shall thoroughly inspect and survey existing structure to verify conditions that affect the work shown on the
drawings.
Contractor shall report any variations or discrepancies to the Architect before proceeding.
Contract documents have been prepared using limited site observations.
During construction, the contractor may encounter existing conditions which are not now known or are variance with
project documentation (discovery). contractor shall notify the engineer of all conditions not per the contract
Documents. examples include:
• Sizes or dimensions other than those shown.
• Damage or deterioration to materials or components.
• Conditions of instability or lack of support.
• Items noted as existing on the drawings but not found in the field include, but are not limited to:
Contractor shall prepare dimensional drawings of all discovered items.
Contractor shall field verify all existing structural conditions prior to submitting shop drawings.
Contractor shall make allowance for the resolution of such discoveries in the construction schedule.
ABBREVIATIONS:
B/???BOTTOM OF ELEMENT
C.F.M.F.COLD FORMED METAL FRAMING
C.L.CENTERLINE
CLR.CLEAR
COL.COLUMN
DEFL.DEFLECTION
FTG.FOOTING
G.B.GRADE BEAM
G.L.GRID LINE
H.A.S.HEADED ANCHOR STUDS
(E)EXISTING ELEMENT
E.O.D.EDGE OF ROOF DECK
E.O.S.EDGE OF SLAB
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
MAX.MAXIMUM
MIN.MINIMUM
O.H.OPPOSITE HAND
O.H.OVERHANG (C&C LOAD TABLE)
SIM.SIMILAR
SL.SLOPED
STL.STEEL
T/???TOP OF ELEMENT
T&B TOP AND BOTTOM
TYP.TYPICAL
W.T.S.WELDED THREADED STUDS
REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
TYPE CONTINUOUS PERIODIC REFERENCED
STANDARD a IBC REFERENCE
1. INSPECT REINFORCEMENT, INCLUDING
PRESTRESSING TENDONS, AND VERIFY PLACEMENT.--X ACI 318: CH. 20, 25.2,
25.3, 26.6.1-26.6.3 1908.4
2.REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING
BARS OTHER THAN ASTM A706;
b. INSPECT SINGLE-PASS FILLET WELDS,
MAXIMUM 5/16"; AND
c. INSPECT ALL OTHER WELDS.
--x
AWS D1.4
ACE 318: 26.6.4 --
3. INSPECT ANCHORS CAST IN CONCRETE --X ACI 318: 17.8.2 --
5. VERIFY USE OF REQUIRED DESIGN MIX.--X ACI 318: CH. 19, 26.4.3,
26.4.4
1904.1, 1904.2,
1908.2, 1908.3
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM
SLUMP AND AIR CONTENT TESTS, AND DETERMINE
THE TEMPERATURE OF CONCRETE.
X --
ASTM C 172
ASTM C 31
ACI 318: 26.5, 26.12
1908.10
7. INSPECT CONCRETE AND SHOTCRETE
PLACEMENT FOR PROPER APPLICATION
TECHNIQUES.
X --ACI 318: 26.5
1908.6, 1908.7,
1908.8
8. VERIFY MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES.--X ACI 318: 26.5.3-26.5.5 1908.9
9. INSPECT FORMWORK FOR SHAPE, LOCATION
AND DIMENSIONS OF THE CONCRETE MEMBER
BEING FORMED.
X ACI 318: 26.11.1.2(b)--
TABLE RECREATED FROM IBCTABLE 1705.3
4. INSPECT ANCHORS POST-INSTALLED IN
HARDENED CONCRETE MEMBERS.b
a. ADHESIVE ANCHORS INSTALLED IN
HORIZONTALLY OR UPWARDLY INCLINED
ORIENTATIONS TO RESIST SUSTAINED
TENSION LOADS.
b. MECHANICAL ANCHORS AND ADHESIVE
ANCHORS NOT DEFINED IN 4.a.
X
X
ACI 318: 17.8.2.4 --
x
x
ACI 318: 17.8.2
a. WHERE APPLICABLE , SEE SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.
b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR
ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE
SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE
REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT
OF THE WORK.
--
REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
TYPE CONTINUOUS
TABLE RECREATED FROM IBC TABLE 1705.6
PERIODICALLY
1. VERIFY MATERIAL BELOW SHALLOW FOUNDATIONS
ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING
CAPACITY.
--X
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER
DEPTH AND HAVE REACHED PROPER MATERIAL.--X
3. PERFORM CLASSIFICATION AND TESTING OF
COMPACTED FILL MATERIALS.--X
4. VERIFY USE OF PROPER MATERIAL, DENSITIES
AND LIFT THICKNESSES DURING PLACEMENT AND
COMPACTION OF CONTROLLED FILL.
X --
5. PRIOR TO PLACEMENT OF CONTROLLED FILL,
OBSERVE SUBGRADE AND VERIFY THAT SITE HAS
BEEN PREPARED PROPERLY.
--X
REQUIRED VERIFICATION AND INSPECTION OF
STEEL CONSTRUCTION -BOLTING
VERIFICATION AND INSPECTION CONTINUOUS PERIODIC
1. INSPECTION TASKS PRIOR TO BOLTING:
a. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR
FASTENER MATERIALS
X --
b. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS
• PERIODIC: OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED
PENDING THESE INSPECTIONS.
• CONTINUOUS: PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER.
• OBSERVATION OF WELDING OPERATIONS AND VISUAL INSPECTION OF IN-PROGRESS AND
COMPLETED WELDS SHALL BE THE PRIMARY METHOD TO CONFIRM THAT THE MATERIALS,
PROCEDURES AND WORKMANSHIP ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.
• FOR STRUCTURAL STEEL, ALL PROVISIONS OF AWSD1.1/D1.1M SHALL APPLY.
• FOR STRUCTURES IN RISK CATEGORY III/IV (ASCE 7 TABLE 1.5-1), ULTRASONIC TESTING SHALL BE
PERFORMED ON ALL COMLETE-JOINT-PENETRATION GROOVE WELDS SUBJECT TO TRANSVERSELY
APPLIED TENSION LOADING IN BUTT, T-AND CORNER JOINTS, IN MATERIALS 5/16" (8 mm) THICK OR
GREATER.
• FOR STRUCTURES IN RISK CATEGORY I/II (ASCE 7 TABLE 1.5-1), ULTRASONIC TESTING SHALL BE
PERFORMED ON 10% OF COMPLETE-JOINT-PENETRATION GROOVE WELDS SUBJECT TO
TRANSVERSELY APPLIED TENSION LOADING IN BUTT, T-AND CORNER JOINTS, IN MATERIALS 5/16" (8
mm) THICK OR GREATER.
• THERMALLY CUT SURFACES OF ACCESS HOLES SHALL BE TESTED USING MAGNETIC PARTICLE
TESTING OR PENETRANT TESTING WHEN THE FLANGE THICKNESS EXCEEDS 2" (20 mm) FOR ROLLED
SHAPES, OR WHEN THE WEB THICKNESS EXCEEDS 2" (50 mm) FOR BUILT-UP SHAPES. ANY CRACK
SHALL BE DEEMED UNACCEPTABLE REGARDLESS OF SIZE OR LOCATION.
• ALL NON-DESTRUCTIVE TESTING OF WELDED JOINTS SHALL BE DOCUMENTED.
• SEE AISC 360-10 CHAPTER N FOR ADDITIONAL WELD INSPECTION REQUIREMENTS.
• SEE AISC 360-10 CHAPTER N FOR ADDITIONAL BOLT INSPECTION REQUIREMENTS.
• INSPECTION SHALL OCCUR DURING THE PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS
SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS,
INCLUDING DIAMETER, GRADE, TYPE AND LENGTH OF THE ANCHOR ROD OR EMBEDDED ITEM, AND
THE EXTENT OR DEPTH OF EMBEDMENT INTO THE CONCRETE.
• FABRICATED STEEL AND ERECTED STEEL FRAMES, AS APPROPRIATE, SHALL BE INSPECTED FOR
COMPLIANCE WITH THE DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS, INCLUDING BRACES,
STIFFENERS, MEMBER LOCATIONS AND PROPER JOINT DETAIL APPLICATION.
TABLE RECREATED FROM AISC 360-10 TABLES N5.6-1, N5.6-2, N5.6-3.
d. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL
e. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING
SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET
APPLICABLE REQUIREMENTS
c. PROPER FASTNERS SELECTED FOR THE JOINT DETAIL (GRADE,
TYPE, BOLT LENGTH IF THREADS ARE EXCLUDED FROM SHEAR
PLANE)
f. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION
PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER
ASSEMBLIES AND METHODS USED
g. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND
OTHER FASTENET COMPONENTS
2. INSPECTION TASKS DURING BOLTING:
a. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED
IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED
AS REQUIRED
b. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE
PRETENSIONING OPERATION
d. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE
RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE
MOST RIGID POINT TOWARD THE FREE EDGES
c. FASTENER COMPONENT NOT TURNED BY THE WRENCH
PREVENTED FROM ROTATION
3. INSPECTION TASKS AFTER BOLTING:
a. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED
CONNECTIONS
--X
--X
--X
--X
--X
--X
--X
--X
--X
--X
X --
419 Canyon Ave Suite 200, Fort Collins, CO 80521 | 970.224.1191
108 East Lincolnway, Cheyenne, WY 82001 | 307.635.5710
www.VFLA.com
DRAWING NUMBER:
PROJECT NUMBER:
SEAL:
IN ASSOCIATION WITH:
Strength in design. Strength in partnership.
Strength in community.
VAUGHT FRYE LARSON ARONSON ARCHITECTURE + INTERIORS, INC.
THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR
COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA.
COPYRIGHT:
SHEET ISSUANCES
DESCRIPTION DATE
A R C H I T E C T U R E + I N T E R I O R S
CIVIL ENGINEER:
NORTHERN ENGINEERING
LANDSCAPE ARCHITECT:
RIPLEY DESIGN, INC.
STRUCTURAL ENGINEER:
LARSEN STRUCTURAL DESIGN
MECHANICAL ENGINEER:
INTEGRATED MECHANICAL
ELECTRICAL ENGINEER:
ELECTRICON ELECTRAL ENGINEERING
320 MAPLE STREET
SUITE 120
FORT COLLINS, COLORADO 80521
ERIC@LARSENSD.COM
970-568-3355
WWW.LARSENSD.COM
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S0.1
GENERAL NOTES,
ABBREVIATIONS,
SHEET LIST
4450 DENROSE -
NUMERICA
4450 DENROSE COURT
FORT COLLINS, CO
PERMIT SET
LSD-2448
STRUCTURAL SHEET LIST
SHEET
NO.SHEET NAME
S0.1 GENERAL NOTES, ABBREVIATIONS, SHEET LIST
S1.1 PARTIAL FOUNDATION AND ROOF FRAMING PLAN
PERMIT SET 2023-03-29
03/29/2023
5.1
5.1 5
C
A
3
S1.1
99' - 6"
12
2
'
-
1
1
"
99' - 6"
3' - 8"3' - 2 1/2"
3' - 8"3' - 2 1/2"
(N) EVAPORATIVE COOLER
PER MECH. (1,000 LBS)
(N) EVAPORATIVE COOLER
PER MECH. (1,000 LBS)
43
'
-
4
"
7'
-
2
"
21
'
-
1
1
"
7'
-
2
"
43
'
-
4
"
W8
X
1
8
W8X18
W8
X
1
8
W8X18
W8X18
W8
X
1
8
W8
X
1
8
W8X18
T/PIER
TYP.
T/PIER
TYP.
EXISTING
SLAB-ON-GRADEEXISTING
8" PRECAST WALL
T/(E) S.O.G.
100'-0"TYP.3
S1.1TYP.18"Ø FND.
TYP. OF (4)
18"Ø FND.
TYP. OF (4)
VERIFY DIMS. WITH
MECH. UNIT CUT SHEET
VERIFY DIMS. WITH
MECH. UNIT CUT SHEET
5.1
5.1 5
C
A
RIDGE
(E
)
P
A
R
A
L
L
E
L
C
H
O
R
D
S
C
I
S
S
O
R
J
O
I
S
T
(E) 60" x 60" WALL
BLOCKOUT
(E) 60" x 60" WALL
BLOCKOUT
(N) DUCTWORK
PER MECH.
ATTACHMENT TO
WALL PER MECH.
CONTRACTOR
(E) JOIST X-BRIDGING TO REMAIN,
DO NOT CUT OR MODIFY, TYPICAL
FOR ALL BRIDGING THAT MAY
EXIST ALONG JOIST
(E
)
P
A
R
A
L
L
E
L
C
H
O
R
D
S
C
I
S
S
O
R
J
O
I
S
T
(E) JOIST X-BRIDGING TO REMAIN,
DO NOT CUT OR MODIFY, TYPICAL
FOR ALL BRIDGING THAT MAY
EXIST ALONG JOIST
4
S1.1
4
S1.1
12
2
'
-
1
1
"
6' - 8"12' - 0"
NEW DUCTWORK ON INTERIOR OF
BUILDING. SEE MECHANICAL AND
ARCHITECTURAL PLANS FOR SIZE
AND EXTENTSEVAPORATIVE
COOLER PER MECH.
3"
C
L
R
.
3'
-
0
"
M
I
N
.
100' - 8"
T/STL.
99' - 6"
T/PIER
3" CLR.
W8X18
SKIDS OR RAILS PER
MECH. UNIT PROVIDER,
ALIGN OVER BEAMS
ALIGN
1 1/2"
3"
1
1
/
2
"
1/4
1' - 6" Ø
18"Ø FOUNDATION, REINFORCE
w/ (4)-#5 VERTICALS AND
#3 TIES AT 10" O.C.,
(2) AT 3" TOP
3/4"Ø F1554 GR. 36 ANCHOR RODS
w/ 12" MIN. EMBEDMENT
EXTERIOR GRADE SLOPES, V.I.F.
3/4" x 11" SQ. BASE PLATE
HSS5x5x1/4 COLUMN w/
1/4" CAP PLATE TYPICAL
OF (4) PER FRAME 3/8" x 4" x 6" SHEAR TAB w/
(2)-3/4"Ø A325 BOLTS, TYP.
1/4
1/4
, TYP.
1-1/2" SHIM &
NON-SHRINK GROUT
CONTRACTOR NOTE:
ALL STEEL SHALL BE PRIMED
AND PAINTED AS REQUIRED
PER ARCHITECTURAL PLANS
ATTACHMENT OF UNIT
TO W8 BY OTHERS
NEW DUCTWORK PER MECH.
(E) 8" PRECAST WALL PANEL
600T125-43 TRACK, TYP. T&B.
ATTACH w/ (1)-0.157"Ø x 1-1/4" P.A.F.
AT 8" O.C.
600S162-43 STUDS AT 16" O.C.
MAX., ATTACH EACH FLANGE w/
(1)-#10 SCREW, TYPICAL
600T125-43 TRACK, TYP. T&B OF
DUCTWORK OPENING
EQ EQ WALL SHEATHING AND FINISHES
PER ARCHITECT
NOTES:
• TOP OF EXISTING SLAB-ON-GRADE = 100'-0"
• TYPICAL TOP OF NEW FOUNDATION = 99'-6", U.N.O.
• TYPICAL TOP OF STEEL = 100'-8", U.N.O.
• SEE S0.1 FOR GENERAL NOTES
• SEE S0.2 FOR SPECIAL INSPECTIONS
5.1 1.1
AA
C
F E
C
5 2 1
KEY PLAN
PORTION OF
BLDG. SHOWN
NOTES:
• SEE S0.1 FOR GENERAL NOTES
• SEE S0.2 FOR SPECIAL INSPECTION
• SEE MECHANICAL AND ARCHITECTURAL PLANS FOR ADDITIONAL
INFORMATION REGARDING EXTENT OF DUCTWORK
419 Canyon Ave Suite 200, Fort Collins, CO 80521 | 970.224.1191
108 East Lincolnway, Cheyenne, WY 82001 | 307.635.5710
www.VFLA.com
DRAWING NUMBER:
PROJECT NUMBER:
SEAL:
IN ASSOCIATION WITH:
Strength in design. Strength in partnership.
Strength in community.
VAUGHT FRYE LARSON ARONSON ARCHITECTURE + INTERIORS, INC.
THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR
COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA.
COPYRIGHT:
SHEET ISSUANCES
DESCRIPTION DATE
A R C H I T E C T U R E + I N T E R I O R S
CIVIL ENGINEER:
NORTHERN ENGINEERING
LANDSCAPE ARCHITECT:
RIPLEY DESIGN, INC.
STRUCTURAL ENGINEER:
LARSEN STRUCTURAL DESIGN
MECHANICAL ENGINEER:
INTEGRATED MECHANICAL
ELECTRICAL ENGINEER:
ELECTRICON ELECTRAL ENGINEERING
320 MAPLE STREET
SUITE 120
FORT COLLINS, COLORADO 80521
ERIC@LARSENSD.COM
970-568-3355
WWW.LARSENSD.COM
3/
2
9
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3/29/2023 4:58:26 PM
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S1.1
PARTIAL FOUNDATION
AND ROOF FRAMING
PLAN
4450 DENROSE -
NUMERICA
4450 DENROSE COURT
FORT COLLINS, CO
PERMIT SET
LSD-2448
1/4" = 1'-0"S1.1
1 PARTIAL FOUNDATION PLAN
NORTH
1/4" = 1'-0"S1.1
2 PARTIAL ROOF FRAMING PLAN NORTH
NORTH
1" = 1'-0"S1.1
3 EVAP. COOLER FOUNDATION AND FRAMING SECTION
1" = 1'-0"S1.1
4 FRAMING SECTION AT DUCT PENETRATION
PERMIT SET 2023-03-29
03/29/2023
PLUMBING LEGEND:
V
G
D
GRADE CLEANOUT
RD
ORD
W
GW
HWC
HW
TW
CW
CD
HOT WATER CIRC.
TEMPERED WATER
NATURAL GAS PIPING
WASTE PIPING
VENT PIPING
HOT WATER PIPING
COLD WATER PIPING
PIPE CONTINUATION
ROOF DRAIN PIPE
OVERFLOW RD PIPE
SOLENOID VALVE
PIPE CAP
UNION
CHECK VALVE
BALANCE VALVE
PRESS. RED. VALVE
GATE VALVE
GAS COCK
BALL VALVE
FLOOR CLEANOUT
WALL CLEANOUT
ROOF DRAIN
GREASE WASTE PIPING
DRAIN PIPING
T & P RELIEF VALVE
CONDENSATE PIPING
PIPE ELBOW UP
PIPE TEE DOWN
PIPE TEE UP
PIPE ELBOW DOWN
PIPE TO BE REMOVED
INVERT ELEVATIONI.E.
NEW(N)
EXISTING(E)
RELOCATE(R)
HVAC LEGEND:
ROUND DUCT (NEW SHADED/EXISTING UNSHADED)
RECT TAKE‐OFF W/ DAMPER FROM ROUND MAIN
RECT TAKE‐OFF W/ DAMPER FROM RECT MAIN
ROUND TAKE‐OFF W/ DAMPER FROM ROUND MAIN
ROUND TAKE‐OFF W/ DAMPER FROM RECT MAIN
DUCT WITH MOTORIZED DAMPER
DUCT WITH COUNTERBALANCED DAMPER
RETURN/EXHAUST GRILLE (DUCTED)
AIRFLOW PATTERNS
THERMOSTAT WITH ZONE TAG
FIRE DAMPER TAG
FIRE/SMOKE DAMPER WITH DUCT DETECTOR
DUCT WITH VOLUME DAMPER
RETURN GRILLE (UNDUCTED)
DIFFUSER WITH FLEX DUCT
F
FS
RECT DUCT SIZE CHANGE
RECT DUCT CHANGE TO ROUND
RECT ELBOW UP (SUPPLY)
RECT ELBOW UP (NON‐SUPPLY)
RECT ELBOW DOWN (SUPPLY)
RECT ELBOW DOWN (NO N‐SUPPLY)
ROUND ELBOW DOWN
ROUND ELBOW UP
ROUND ELBOW
RECT ELBOW W/ TURNING VANES
RECT DUCT (NEW SHADED/EXISTING UN SHADED)
SENSOR WITH ZONE TAG
SMOKE DAMPER WITH DUCT DETECTORSD
CARBON DIOXIDE SENSOR
DEMOLISHED DUCTWORK
C
Z‐*
S
Z‐*
T
Z‐*
MVD UNLESS
NOTED
OTHERWISE
SUPPLY
EXHAUST/RETURN
45°
SCALE:
DUCT TAKE‐OFF DETAIL
RECTANGULAR NONE
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MECHANICAL DRAWING INDEX
SHEET
NUMBER SHEET NAME
MECHANICAL DRAWING INDEX
SHEET
NUMBER SHEET NAME
M0.1 NOTES, LEGEND, DETAIL, AND DRAWING INDEX
M2.1 PHASE 2 ‐ FIRST FLOOR MECHANICAL PLAN
M8.1 MECHANICAL SCHEDULES
GENERAL MECHANICAL REQUIREMENTS:
CODES AND PERMITS
WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES, REGULATIONS AND
ORDINANCES. PERMITS NECESSARY FOR PERFORMANCE OF WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR.
DRAWINGS AND COORDINATION
DRAWINGS FOR MECHANICAL WORK ARE DIAGRAMMATIC IN NATURE, AND ARE NOT INTENDED TO BE SCALED FOR EXACT
MEASUREMENTS NOR TO SERVE AS SHOP DRAWINGS. CHANGES FROM THE PLANS MADE WITHOUT CONSENT OF THE
ENGINEER SHALL RELIEVE THE ENGINEER OF RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES.
INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE CONDITIONS REQUIRE
REASONABLE CHANGES TO THOSE INDICATED ON THE DRAWINGS, MAKE SUCH CHANGES WITHOUT ADDITIONAL COST TO THE
OWNER. COORDINATE ALL WORK WITH OTHER TRADES.
WARRANTY
WORKMANSHIP, MATERIALS, EQUIPMENT AND PROPER OPERATION SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR
FROM THE DATE OF FINAL ACCEPTANCE FROM THE OWNER. INITIAL ACCEPTANCE OF WORK SHALL NOT WAIVE THIS
GUARANTEE. THIS GUARANTEE SHALL NOT INCLUDE NORMAL MAINTENANCE REQUIRED BY THE OWNER AS DESCRIBED IN
EQUIPMENT OPERATION AND MAINTENANCE MANUALS.
SUBMITTALS
CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER A MINIMUM OF (5) COPIES OF SUBMITTAL BROCHURES FOR
REVIEW. PROVIDE INFORMATION ON ALL MAJOR EQUIPMENT AS LISTED ON DRAWING EQUIPMENT SCHEDULES, AS WELL AS
VALVES, DUCTWORK ACCESSORIES AND TEMPERATURE CONTROL DIAGRAMS AS APPLICABLE.
OPERATION AND MAINTENANCE MANUALS
CONTRACTOR SHALL FURNISH AT THE COMPLETION OF THE PROJECT (2) COPIES OF COMPLETE OPERATION AND
MAINTENANCE MANUALS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO TURNOVER TO OWNER. MANUALS TO BE
BOUND AND INCLUDE INSTALLATION INSTRUCTIONS, REPLACEMENT PARTS LISTS AND MAINTENANCE INFORMATION ON ALL
EQUIPMENT AS DESCRIBED IN THE SUBMITTALS SECTION. COMPLETED OPERATION AND MAINTENANCE MANUALS ARE TO BE
FORWARDED TO THE OWNER WITHIN 90 DAYS AFTER OWNER BUILDING ACCEPTANCE.
PRODUCT SUBSTITUTIONS
MANUFACTURER MODEL NUMBERS LISTED ON THE DRAWINGS AND/OR SPECIFICATIONS ARE TO BE CONSIDERED AS THE
BASIS OF DESIGN. WHERE TWO OR MORE ALTERNATE MANUFACTURERS OR MATERIALS ARE LISTED, THE CHOICE OF THESE
SHALL BE OPTIONAL WITH THE CONTRACTOR. PRIOR TO THE AWARDING OF THE CONTRACT, CONTRACTOR MAY REQUEST A
PROPOSED SUBSTITUTION OF MATERIALS IN WRITING TO THE ARCHITECT/ENGINEER NO LATER THAN SEVEN DAYS PRIOR TO
THE RECEIPT OF BIDS. THE COST OF ANY CHANGES REQUIRED BY OTHER TRADES, INCLUDING A/E DESIGN, DUE TO THE
USE OF EQUIPMENT AND/OR MATERIALS OTHER THAN THAT OF THE BASIS OF DESIGN SHALL BE PAID BY THE
CONTRACTOR.
RECORD DRAWINGS
CONTRACTORS SHALL MAINTAIN A COMPLETE AND ACCURATE SET OF MARKED UP DRAWINGS SHOWING ACTUAL LOCATIONS
OF INSTALLED WORK. THESE DRAWINGS ARE TO BE FORWARDED TO THE OWNER AS PART OF THE OPERATION AND
MAINTENANCE MANUALS AT THE COMPLETION OF THE PROJECT.
ACCESS DOORS
PROVIDE ALL ACCESS DOORS/PANELS AS REQUIRED FOR ACCESS TO VALVES, DAMPERS, CONTROL DEVICES, FILTERS AND
ANY OTHER ITEMS FOR WHICH ACCESS IS REQUIRED FOR EITHER OPERATION OR SERVICING. WHERE ACCESS DOORS ARE
TO BE INSTALLED IN ASSEMBLIES REQUIRED TO HAVE A SPECIFIC FIRE RATING, ACCESS DOORS SHALL ALSO BE FIRE
RATED.
PIPING AND DUCTWORK SEALANT THROUGH RATED ASSEMBLIES
PENETRATIONS SHALL BE SEALED AS REQUIRED IN ACCORDANCE WITH BUILDING AND MECHANICAL CODES TO RESIST THE
PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION IN ORDER TO MAINTAIN THE RESISTANCE RATING OF THE
CONSTRUCTION BEING PENETRATED.
PROTECTION OF MATERIALS AND EQUIPMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL WORK, MATERALS, AND EQUIPMENT PROVIDED UNDER THIS
SECTION. PIPE OPENINGS SHALL BE CLOSED WITH CAPS OR PLUGS TO PREVENT THE ENTRANCE OF DEBRIS DURING
CONSTRUCTION. ALL DUCTWORK OPENINGS SHALL BE SEALED CLOSED DURING CONSTRUCTION.
EQUIPMENT AND PIPING IDENTIFICATION
PROVIDE EQUIPMENT LABELS FOR ALL MAJOR EQUIPMENT, INCLUDING BUT NOT LIMITED TO AIR HANDLING SYSTEMS, FANS,
VAV BOXES, CONTROLS, DAMPERS, CONTROL VALVES AND PUMPS.
PROVIDE PIPE MARKERS ON CW, HW AND HWC SYSTEMS. LABELS TO BE AT MAXIMUM 8 FEET APART, WITH FLOW DIRECTION
INDICATED, AS APPLICABLE.
ADDITIONALLY, PROVIDE LABELING ON POTABLE WATER MANIFOLDS INDICATING PLUMBING FIXTURE SERVED BY THE OUTLET,
AS APPLICABLE.
LABELS SHALL BE AFFIXED OR ADHERED PERMANENTLY TO EQUIPMENT. EQUIPMENT INSTALLED INDOORS TO BE LABELED
WITH EMBOSSING TAPE.
EQUIPMENT INSTALLED OUTDOORS TO BE LABELED WITH ENGRAVED PLASTIC LAMINATE SIGNS.
PIPE MARKERS TO BE SELF‐ADHESIVE, MANUFACTURED FOR SUCH PURPOSE.
STARTERS AND DISCONNECTS
EQUIPMENT STARTERS SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL
CONTRACTOR. EQUIPMENT DISCONNECTS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE
ON THE DRAWINGS. STARTERS SHALL BE NEMA TYPE, AND SHALL INCLUDE PHASE MONITORING FOR MOTORS 5 HP AND
LARGER.
TESTING
TESTING SHALL BE PERFORMED ON THE FOLLOWING SYSTEMS SPECIFIED. ALL SYSTEMS LISTED MAY NOT BE INCLUDED IN
PROJECT, REFER TO DRAWINGS FOR APPLICABLE SYSTEMS.
SOIL, WASTE AND STORM DRAINAGE PIPING SHALL BE TESTED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODES.
DOMESTIC WATER PIPING SHALL BE TESTED AND PROVEN WATERTIGHT UNDER A PRESSURE NOT LESS THAN THE WORKING
PRESSURE OF THE SYSTEM FOR A 24 HOUR PERIOD.
DOMESTIC WATER PIPING SYSTEM SHALL BE CHLORINATED AND STERILIZED IN ACCORDANCE WITH REQUIREMENTS OF LOCAL
JURISDICTION.
NATURAL GAS PIPING SHALL BE TESTED WITH AN AIR PRESSURE OF MINIMUM TWO TIMES THE DESIGN SYSTEM PRESSURE,
BUT NO LESS THAN 3 PSIG, FOR A PERIOD OF 24 HOURS WITHOUT PRESSURE DROP.
BALANCING
SYSTEM BALANCING SHALL BE PERFORMED BY A CERTIFIED BALANCING CONTRACTOR. BALANCE ALL SYSTEMS INCLUDING
AIRFLOW TO AND FROM ALL OPENINGS, AND PUMPED WATER SYSTEMS INCLUDING DOMESTIC WATER RECIRCULATION
SYSTEMS AS APPLICABLE. MAKE ANY ADJUSTMENTS NECESSARY TO RESULT IN CONDITIONS INDICATED AND PROVIDE
READJUSTMENTS TO ITEMS IN REPORT AS MAY BE REQUESTED BY ARCHITECT/ENGINEER. SUBMIT TWO COPIES OF TEST
AND BALANCE REPORT FOR APPROVAL. FAN AND PUMP SYSTEMS TO BE BALANCED WITHIN PLUS OR MINUS 5 PERCENT
OF LISTED VALUES. AIR INLETS AND OUTLETS TO BE BALANCED WITHIN PLUS 10 PERCENT OR MINUS 5 PERCENT OF
LISTED VALUES. BALANCE REPORT TO INCLUDE:
UNIT IDENTIFICATION
MANUFACTURER AND NAMEPLATE DATA
EQUIPMENT NAMEPLATE AMPERAGE AND ACTUAL AMPERAGE
RPM (DESIGN AND ACTUAL)
FAN CFM (DESIGN AND ACTUAL)
FAN STATIC PRESSURE (DESIGN AND ACTUAL)
PUMP GPM (DESIGN AND ACTUAL)
PUMP DISCHARGE AND SUCTION PRESSURE
REGISTER, GRILLE, DIFFUSER REFERENCE NUMBER AND LOCATION
INLET/OUTLET CFM (DESIGN AND ACTUAL)
FLOW DEVICE PRESSURE DROP, CFM OR GPM
A FINAL BALANCING REPORT SHALL BE PROVIDED TO THE OWNER AFTER COMPLETION OF THE PROJECT.
CLEANING
AT THE COMPLETION OF WORK, ALL FIXTURES AND EQUIPMENT SHALL BE THOROUGHLY CLEANED AND DELIVERED IN A
CONDITION SATISFACTORY TO THE ARCHITECT. ALL FILTERS SHALL BE REPLACED WITH NEW PRIOR TO OWNER ACCEPTANCE
OF THE BUILDING.
AND GREEN CODE REQUIREMENTS
CITY OF FORT COLLINS AMENDMENTS
1 BEFORE OCCUPANCY AND AFTER ALL INTERIOR FINISHES ARE
COMPLETE, THE BUILDING IS TO BE FLUSHED OUT (VENTILATED)
FOR A PERIOD OF 14 DAYS. WHERE CONTINUOUS VENTILATION
IS NOT POSSIBLE, THE AGGREGATE OF FLUSH‐OUT PERIODS
SHALL BE EQUIVALENT TO 14 DAYS. CONTRACTOR SHALL
PROVIDE FLUSH‐OUT REPORTS TO THE BUILDING OFFICIAL UPON
COMPLETION OF WORK. CONTRACTOR TO COORDINATE WITH
BUILDING OFFICIAL FOR INFORMATION TO BE CONTAINED IN
FLUSH‐OUT REPORTS.
2 PROTECT HVAC EQUIPMENT FROM CONSTRUCTION DUST AND
DEBRIS. DO NOT OPERATE HVAC EQUIPMENT DURING
CONSTRUCTION AND SEAL ALL DUCT OPENINGS WITH PLASTIC.
3 LOW‐VOLATILE ORGANIC COMPOUND (VOC) DUCT INSULATION
ADHESIVE SHALL BE USED: DESIGN POLYMERICS 2501, 2502 OR
APPROVED EQUAL.
4 LOW‐VOLATILE ORGANIC COMPOUND (VOC) DUCT SEALANT SHALL
BE USED: DESIGN POLYMERICS 1010, 1015 OR APPROVED EQUAL.
5 LOW‐VOLATILE ORGANIC COMPOUND (VOC) FIRE CAULK SHALL BE
USED:3M FIRE BARRIER 1C 15WB+, FD 150+, CP 25WB+ OR
APPROVED EQUAL.
6 IN ADDITION TO TESTING REQUIREMENTS LISTED IN THE GENERAL
MECHANICAL REQUIREMENTS, ALL HEATING, COOLING AND
VENTILATION SYSTEMS SHALL BE PERFORMANCE‐TESTED BY AN
APPROVED AGENCY AND ADJUSTED TO OPERATE WITHIN DESIGN
SPECIFICATIONS. DOCUMENTATION OF TESTING AND ADJUSTING
RESULTS (TAB REPORT) SHALL BE SUBMITTED TO THE BUILDING
OFFICIAL PRIOR TO APPROVAL. COORDINATE WITH BUILDING
OFFICIAL FOR LIST OF APPROVED AGENCIES.
7 A CONSTRUCTION WASTE MANAGEMENT PLAN WILL BE
IMPLEMENTED REQUIRING RECYCLING OF NONHAZARDOUS
CONSTRUCTION DEBRIS. COORDINATE WITH G.C. FOR RECYCLING
OF ITEMS RELATED TO THE MECHANICAL SCOPE OF WORK.
8 EXTERIOR AND INTERIOR LOCAL DESIGN TEMPERATURES (DEG F):
WINTER OUTDOOR DESIGN DB..........6
WINTER INDOOR DESIGN DB.............72
SUMMER OUTDOOR DESIGN DB .......91
SUMMER INDOOR DESIGN DB ..........75
SUMMER OUTDOOR DESIGN WB .......62
SUMMER INDOOR DESIGN WB ..........62
CLIMATE ZONE 5B
MECHANICAL ENERGY CODE
INSULATION NOTES AND
1 THE MECHANICAL DESIGN IS BASED ON THE 2021
INTERNATIONAL ENERGY CONSERVATION CODE.
2 ALL SUPPLY, RETURN AND EXHAUST DUCTWORK SHALL BE
SEALED AIRTIGHT WITH DUCT SEALANT ALONG ALL SEAMS AND
JOINTS.
3 SEE HVAC INSULATION SCHEDULE ON SHEET M8.1 FOR DUCT
INSULATION REQUIREMENTS.
GENERAL MECHANICAL NOTES
1 THE MECHANICAL DESIGN IS BASED ON THE 2021 INTERNATIONAL
MECHANICAL CODE. MECHANICAL WORK SHALL COMPLY WITH ALL
APPLICABLE CODES AND LOCAL CODE AMENDMENTS. VERIFY ALL
REQUIREMENTS PRIOR TO SUBMITTING BID OR COMMENCING WORK.
2 ALL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET
METAL ‐ CONSTRUCTION AND INSTALLATION SHALL CONFORM TO
THE CURRENT EDITION OF SMACNA OR AS REQUIRED BY ALL
APPLICABLE CODES.
3 CONSTRUCT ALL SUPPLY AND RETURN DUCTWORK TO SMACNA 2"
PRESSURE CLASS.
4 DIMENSIONS OF DUCTWORK SHOWN INDICATES CLEAR INSIDE
DIMENSIONS ‐ WHERE DUCT LINER IS TO BE ADDED, INCREASE
THE SIZE OF SHEET METAL ACCORDINGLY.
5 UNLESS NOTED OTHERWISE, THE SIZE OF THE BRANCH DUCT
SERVING A SINGLE DIFFUSER SHALL BE THE SAME AS THE NECK
SIZE OF THE DIFFUSER SERVED.
6 WALL MOUNTED THERMOSTATS AND SENSORS SHALL BE INSTALLED
48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE.
THERMOSTATS AND SENSORS LOCATED ON EXTERIOR WALL
SURFACES SHALL BE PROVIDED WITH AN INSULATED SUB‐BASE.
7 THERMOSTATS FOR COOLING AND HEATING EQUIPMENT SHALL BE
7‐DAY PROGRAMMABLE TYPE, 4 PERIODS PER DAY, 10‐HOUR
BATTERY BACK‐UP, 2‐HOUR OVERRIDE, 5 DEG DEAD‐BAND,
HEAT/COOL/OFF/AUTO CHANGEOVER, AUTO SETBACK TO 55 DEG F
(HEAT) AND 85 DEG F (COOL), LCD BACKLIT DISPLAY, HARD WIRED
POWER, HARD WIRED CONTROL.
8 TEMPORARY HEATING: THE PERMANENT HVAC SYSTEM MAY NOT
BE UTILIZED FOR HEATING UNTIL ALL GYPSUM WORK IS
COMPLETED AND HAS BEEN PAINTED. IF THE PERMANENT HVAC
SYSTEM IS UTILIZED DURING CONSTRUCTION, ALL DUCT INTAKES
SHALL BE COVERED WITH FILTER MEDIA (MERV‐8 RATING). IF
EXCESSIVE DUST OR DEBRIS HAS ENTERED THE SYSTEM THEN ALL
COIL AND DUCT SURFACES SHALL BE CLEANED. NEW FILTERS
ARE TO BE PROVIDED JUST PRIOR TO TURNOVER TO OWNER.
TEMPORARY HEATING OF THE BUILDING PRIOR TO ANY USE OF
THE PERMANENT HVAC SYSTEM SHALL BE THE RESPONSIBILITY OF
THE G.C.
9 TEMPERATURE CONTROLS SHALL BE DESIGN BUILD, CUSTOM, FIELD
FABRICATED TO MATCH CORRESPONDING EQUIPMENT. THE SYSTEM
SHALL UTILIZE STAND ALONE ELECTRONIC COMPONENTS. THE
CONTRACTOR SHALL PROPERLY SELECT, PROVIDE AND INSTALL
SYSTEM(S) INCLUDING ALL COMPONENTS NECESSARY FOR A FULL
AND COMPLETE, OPERATIONAL SYSTEM. THIS INCLUDES, BUT IS
NOT LIMITED TO: LOW VOLTAGE WIRING, THERMOSTATS, DAMPER
MOTORS, SOLENOIDS, RELAYS, CONTACTORS, STARTERS, TIME
CLOCKS, CONTROL PANELS, SYSTEM COMMISSIONING AND OWNER
TRAINING. ALL LINE VOLTAGE INTERFACING SHALL BE
COORDINATED DIRECTLY WITH THE ELECTRICAL CONTRACTOR.
PROVIDE SUBMITTALS ON COMPONENTS AND WIRING DIAGRAMS
PRIOR TO ORDERING
10 HANGING, ANCHORING AND SUPPORT OF EQUIPMENT, DUCTS,
PIPING AND ACCESSORIES IS DESIGN BUILD BY THE MC. THE
SUPPORTS SHALL MEET CODE.
11 ALWAYS INSTALL EQUIPMENT PER MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
GENERAL PLUMBING NOTES
1 THE PLUMBING DESIGN IS BASED ON THE 2021 INTERNATIONAL
PLUMBING CODE. PLUMBING WORK SHALL COMPLY WITH ALL
APPLICABLE CODES AND LOCAL CODE AMENDMENTS. VERIFY ALL
REQUIREMENTS PRIOR TO SUBMITTING BID OR COMMENCING WORK.
2 POTABLE WATER PIPING 2" AND SMALLER SHALL BE PEX‐A TUBING
MANUFACTURED BY UPONOR/WIRSBO OR APPROVED EQUAL.
FITTINGS SHALL BE EXPANSION TYPE WITH SECONDARY EXPANSION
RING (NOT CRIMPED). CW SHALL BE RUN IN BLUE PIPE, HW & HWC
IN RED, OTHER SYSTEMS CLEAR. PIPING SHALL BE PROPERLY
SUPPORTED USING PLENUM RATED GALVANIZED TROUGHS OR
CHANNELS HUNG AT MAXIMUM 8' INTERVALS. UNSUPPORTED PEX
MAY NOT EXCEED 32".
3 PUSH‐TO‐CONNECT PLUMBING FITTINGS (I.E. SHARKBITE OR
SIMILAR) AND PULLED TEE FITTINGS WILL NOT BE ACCEPTED.
4 POTABLE WATER VALVES SHALL BE FULL PORT, BALL TYPE.
5 INSTALL FULL SIZE CONDENSATE AND TRAP FOR ALL COOLING
COILS. DISCHARGE FULL SIZE DRAIN TO MOP SINK OR LAVATORY
P‐TRAP TAILPIECE AND TO ROOF FOR ROOFTOP UNITS.
6 HANGING, ANCHORING AND SUPPORT OF EQUIPMENT, PIPING AND
ACCESSORIES IS DESIGN BUILD BY THE PC. THE SUPPORTS SHALL
MEET CODE.
7 ALWAYS INSTALL EQUIPMENT PER MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
8 PRIOR TO BUILDING TURNOVER, THE POTABLE WATER SYSTEM
SHALL BE CLEANED AND DISINFECTED PER IPC SECTION 610. THE
SYSTEM SHALL BE FLUSHED, CHLORINATED AND PURGED. REPEAT
UNTIL THE SYSTEM HAS BEEN PROVEN TO PASS BACTERIAL
EXAMINATION. A REPORT SHALL BE SUBMITTED TO THE AUTHORITY
HAVING JURISDICTION.
PLUMBING ENERGY CODE
INSULATION NOTES AND
1 THE PLUMBING DESIGN IS BASED ON THE 2021 INTERNATIONAL
ENERGY CONSERVATION CODE.
2 COMMERCIAL POTABLE COLD WATER PIPING SHALL BE
INSULATED USING FIBERGLASS INSULATION WITH ALL SERVICE
JACKET HAVING MAXIMUM 'K' FACTOR OF 0.27. INSULATION
THICKNESS SHALL BE 0.5". DO NOT REMOVE THIS ITEM FROM
THE PROJECT AS IT IS REQUIRED FOR CONDENSATE CONTROL.
15 DEC 2022
PERMIT SET 2023-03-29
)
(
'
&
$
%
(E)GUH (E)GUH
(E)GUH
(E)GUH
(E)GUH(E)GUH
(E)GUH
(E)GUH
(E)EF‐1
(E)EF‐1
(E)LVR‐2
(E)LVR‐1(E)CF
(E)CF
(E)CF(E)CF
1
WAREHOUSE
‐
EVAP‐1
EVAP‐2
~
NOT IN SCOPE
CW
0.75"
0.75"
0.75"
2
2
3
3
HOA‐1
HOA‐2 4
4
5
5
T
EVAP‐1
T
EVAP‐2
42"x42"
42"x42"
' [
' [
' [
' [
' [
' [
' [
' [
' [
' [
CW
CW
0.75" CW CON TINUES
AROUND WAREHOUSE ‐
INSTALLED AS PART
OF PHASE 1
6
7
7
8
8
8
9
9
THIS AREA IS N OT IN SCOPE OF WORK.
ROUTE 0.5" CW TO EVAP SECTION AN D CON N ECT 0.5" C APPED
CW TO EVAP‐1/EVAP‐2. PIPE SHALL BE SLOPED AT 2% PITCH
TOWARDS SOLENOID FOR PROPPER DRAINAGE. INSTALL
SOLENOID VALVE AS SHOWN, IN DRAIN MODE THE PIPE SHALL
DISCHARG E EXTERNALLY TO GRADE.
EXISTING EXHAUST FANS SHALL BE REMOVED. ROUTE N EW
42"x42" DUCT FROM EVAP COOLERS THROUGH PENETRATION.
INFILL AN Y OPEN SPACE THROUGH PEN ETRATION AND SEAL
AIRTIGHT.
HOA STARTER SUPPLIED BY MC AN D WIRED BY EC. STARTER
SHALL BE RATED FOR EVAP HP LISTED IN SCHEDULES WITH
1 20 V I/O FOR LOUVER CONTROL AN D 24V INPUT FROM
T'STAT. EC SHALL HAVE 120 V CONTROL TO OPEN (E)LVR‐1 /2
DAMPERS WHEN EVAP‐1/2 IS OPERATING.
(E)LVR‐1/2 OPERATION SHALL BE CONTROLLED BY HOA
STARTERS.
PROVIDE 120 V MO TORIZED DAMPER AT DISCHARGE
DUCTWORK. D AMPER TO BE IN TERLOCKED THROUGH EVAP
COOLER TO OPEN ONLY DURING EVAP COOLER OPERATION.
COORDINATE WITH EC TO PROVIDE ELECTRICAL INTERLOCK
AND CONTROL.
EVAP DISCHARGE DUCTWORK FROM TOP OF UNIT ROUTED
EXPOSED OUTSIDE. EXTERIOR DUCTWORK SHALL BE INSULATED
AND WRAPPED PER SHEET M8.1. PROVIDE SECONDARY OUTER
DUCTWORK CON STRUCTED OF ALUMINUM AROUN D INSULATION
FOR WEATHER PROTECTION.
PC SHALL PROVIDE FILL AND DRAIN KIT PER FILL AND DRAIN
KIT SEQUEN CE ON THIS SHEET.
ALL CW PIPING EXTERIOR OF BUILDING EN VELOPE SHALL BE
SLOPED AT MINIMUM 2% TOWARDS DRAIN SOLENOID. THIS
SHALL INCLUDE PIPIN G FROM EVAP COOLER TO DRAIN
SOLENOID.
FLAG NOTES:
1
2
3
4
5
6
7
8
9
PC SHALL PROVIDE, INSTALL, AND CONTROL A FUNCTIONING FILL
AND D RAIN KIT FOR EXTERIOR GRADE MOUNTED EVAP COOLERS.
FACTORY PROVIDED KITS, MEETING THE NEED S OF THIS
SEQUENCE AN D INSTALLATION, ARE ACCEPTABLE.
FOR OUTSIDE AIR TEMPERATURES GREATER THAN 60°F,
INDOOR SO LENOID VALVE SHALL REMAIN OPEN, AND OUTDOOR
DRAINAG E SOLENOID SHALL CLOSE.
FOR OUTSIDE AIR TEMPERATURES LESS THAN 50°F, INDOOR
SOLENOID SHALL CLOSE, AND OUTDOOR DR AINAGE SOLENOID
SHALL O PEN.
P ROVIDE AMBIENT OUTDOOR AIR TEMPERATURE SENSOR,
WIRING, RELAYS, AND INTERLOCKS AS R EQUIRED. PC TO
CO ORDIN ATE 120 V SUPPLY POWER AS NECESSARY. ALL LINE
VOLTAGE WIRING BY EC, LOW VOLTAGE WIRING BY PC.
FILL AND DRAIN KIT SEQUENCE:
&DQ\RQ$YH6XLWH)RUW&ROOLQV&2_
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A R C H I T E C T U R E + I N T E R I O R S
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0" 1" 2"
3/32" = 1'‐0"PHASE 2 FIRST FLOOR
MECHANICAL PLAN
15 DEC 2022
PERMIT SET 2023-03-29
&DQ\RQ$YH6XLWH)RUW&ROOLQV&2_
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7+,6'5$:,1*0$<127%(3+272*5$3+('6&$11('75$&('25
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&23<5,*+7
6+((7,668$1&(6
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A R C H I T E C T U R E + I N T E R I O R S
&,9,/(1*,1((5
/$1'6&$3($5&+,7(&7
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EVAP‐1, EVA P‐2
HVAC INSULATION SCHEDULE
INSULATION
KEY INSULATION DESCRIPTION TYPE
THICKNESS
(IN)
DENSITY
(PCF)
TOTAL R
VALUE
ACCOUSTICAL
(NRC)
H01 RECTANGULAR DUCT IN CEILING SPACE WITH NO ROOF LINER 1.0 1.5 4.2 0.70
H02 RECTANGULAR DUCT IN CEILING SPACE ADJACENT TO EXTERIOR ROOF LINER 1.5 1.5 6.0 0.80
H03 RECTANGULAR DUCT IN CEILING SPACE ADJACENT TO EXTERIOR ROOF AND SPACE IS A
RETURN PLENUM
LINER 1.0 1.5 4.2 0.70
H04 FLEXIBLE DUCT TO DIFFUSER FLEX 1.5 ~6.0 ~
H05 ROUND DUCT IN CEILING SPACE WITH NO ROOF WRAP 1.5 0.75 4.2 ~
H06 ROUND DUCT IN SPACE ADJACENT TO EXTERIOR ROOF WRAP 2.1 0.75 6.0 ~
H07 RECTANGULAR DUCT EXTERIOR TO BUILDING ENVELOPE. DOUBLE WALL WATER TIGHT
CONSTRUCTION. WRAP NOT ACCEPTABLE
LINER 3.0 1.5 12 0.95
H08 ROUND DUCT EXPOSED IN CONDITIONED SPACE N/R ~~~
H09 RECTANGULAR DUCT EXPOSED IN CONDITIONED SPACE LINER 1.0 1.5 4.2 0.70
H10 ROUND OR RECTANGULAR OUTSIDE AIR DUCT WRAP 5.0 0.75 12 ~
H11 ROUND DUCT IN VENTILATED CRAWL SPACE WRAP 5.0 0.75 12 ~
H12 RECTANGULAR DUCT IN VENTILATED CRAWL SPACE LINER 3.0 1.5 12 0.95
H13 BURIED ROUND DUCT INTERNAL ~6.0 ~
NOTES:
MC SHALL PROVIDE WITH HOA STARTER FOR EACH EVAP COOLER RATED FOR SCHEDULED HP, AS INDICATED ON PLAN S,
WIRED BY EC. HOA SHALL CON TROL (E)LVR OPERATION VIA 120V WIRING AND (E)LVR DAMPER SHALL OPEN WHILE EVAP
COOLER IS OPERATING. EVAP‐1 SHALL BE SET TO OPERATE AT 78°F AND EVAP‐2 SHALL BE SET TO OPERATE AT 80°F.
GRILLES, REGISTERS AND DIFFUSERS SCHEDULE
TAG MAKE & MODEL NUMBER DESCRIPTION
NECK
SIZE DUTY COLOR
FRAME
SIZE
FRAME
TYPE
FRAME
CONST DAMPER REMARKS
D‐4 TITUS 300RL‐1 SIDEWALL SUPPLY
DIFFUSER
30"x24"SUPPLY WHITE NECK
+2
SIDEWALL STEEL YES
15 DEC 2022
PERMIT SET 2023-03-29
FEEDER SCHEDULE - EXISTING
419 Canyon Ave Suite 200, Fort Collins, CO 80521 | 970.224.1191
108 East Lincolnway, Cheyenne, WY 82001 | 307.635.5710
www.VFLA.com
DRAWING NUMBER:
PROJECT NUMBER:
SEAL:
IN ASSOCIATION WITH:
Strength in design. Strength in partnership.
Strength in community.
VAUGHT FRYE LARSON ARONSON ARCHITECTURE + INTERIORS, INC.
THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR
COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA.
COPYRIGHT:
SHEET ISSUANCES
DESCRIPTION DATE
A R C H I T E C T U R E + I N T E R I O R S
ELECTRICAL ENGINEER:
4450 DENROSE
NUMERICA
4450 DENROSE COURT
FORT COLLINS, CO
21096
12/21/22
37
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7
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PERMIT SET 12/21/22
E1.1
SWITCHESLEGEND
OUTLETS
DESIGNATIONS
SOUND and SIGNALCIRCUITRY and RACEWAYS
CONTROL
SWITCHES
PHASE 2
NOTES, SCHEDULES
& ONE-LINE DIAGRAM
PERMIT SET 2023-03-29
GENERAL POWER NOTES:
5.1
F
151.122.143
E
D
C
A
B
VESTIBULE
RECEPTION
OFFICE
OPEN OFFICE
SOUTH
OFFICESMALL CONF.
OFFICE
OFFICE
OPEN OFFICE
WEST SMALL CONF.
LARGE CONF.
HALL
SMALL CONF.
WORK ROOM
OFFICE
OPEN OFFICE
EAST BREAKBREAK
JAN.
WOMEN'S
FIRE RISER
ROOM
MEN'S
HOTEL SPACE
OFFICE
WAITING
419 Canyon Ave Suite 200, Fort Collins, CO 80521 | 970.224.1191
108 East Lincolnway, Cheyenne, WY 82001 | 307.635.5710
www.VFLA.com
DRAWING NUMBER:
PROJECT NUMBER:
SEAL:
IN ASSOCIATION WITH:
Strength in design. Strength in partnership.
Strength in community.
VAUGHT FRYE LARSON ARONSON ARCHITECTURE + INTERIORS, INC.
THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR
COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA.
COPYRIGHT:
SHEET ISSUANCES
DESCRIPTION DATE
A R C H I T E C T U R E + I N T E R I O R S
ELECTRICAL ENGINEER:
4450 DENROSE
NUMERICA
4450 DENROSE COURT
FORT COLLINS, CO
21096
12/21/22
37
1
2
7
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PERMIT SET 12/21/22
E2.1
PHASE 2
HVAC POWER PLAN
PERMIT SET 2023-03-29