HomeMy WebLinkAbout2590 MIDPOINT DRIVE - PDP - PDP160010 - PLANS - ELEVATIONSFloor Plan
100' - 0"
Eave Height #1
116' - 0"
C B A
R1
1"
12"
C7
C8
C8
W2 W1
Floor Plan
100' - 0"
Eave Height #1
116' - 0"
A B C
Eave Height #2
112' - 0"
1"
12"
R1
R1
1"
W1 12"
W2
R1
C7
C1
C7
C8
C8
C8
C7
C5 C5 C5 C5
W2 W1
C2
Floor Plan
100' - 0"
Eave Height #1
116' - 0"
1 2 3
Eave Height #2
112' - 0"
C1
C8
C8
C7
C2 C3
C9
C5 C5
C8 C8 C8 C8
R1
C7 R1 C8 C7
C8
C7
C6
C7
W1 W2
W2
W1
W2
Floor Plan
100' - 0"
Eave Height #1
116' - 0"
3 2 1
Eave Height #2
112' - 0"
R1 R1
R1
C7 C7 C7
C7 W1
C1
C5 C5
C5
12' - 0"
14' - 0"
6' - 0"
8' - 0"
6' - 0"
10' - 0"
8' - 0"
Provide opening framing in
metal building for future
storefront entry, 6'-0" x 8'-0".
Infill with metal studs, by owner
Provide opening framing in
metal building foroverhead
door, 12'-0" x 14'-0". Infill with
metal studs, by owner
C5
C5
W2
W2
W1 W1
Interior Concrete Slab on Grade
- Concrete floor slab on grade (see structural for thickness, reinforcing and
control joints) over
- 4" granular fill and
- Vapor barrier (15 Mil Stego Wrap) over
- Subgrade prepared per geotechnical report No. xxxxxxxx by XXX dated
Month Day, Year
NOTE:
* Refer to ACI Design Manual, Section 302.1.
** It is the responsilibility fo the GC to ensure that water does not
collect in the gravel layer below the slab. Pour slab immediately after
placing gravel and protect all openings and blockouts in the slab from
moisture penetration until they are infilled.
Provide unit cost for moisture testing for water vapor emmission and
sealing of the top surface.
Exterior Concrete
- Fiber reinforced 4" concret floor slab on grade (4000 psi air
entrained concrete) with
- Medium broom finish per plan with troweled edges and hand tooled joints
(1/2 depth of slab at Max. 12'-0" O.C. ea. way w/ expansion joints at Max
3:1 or 30'-0" ea. way over 4" granular fill and
- Subgrade prepared per geotechnical report No. xxxxxxxx by XXX dated
Month Day, Year
- Refer to drawings (Arch., Landscape and Civil for indication of paving
patterns and/or colored concrete)
Note:
* Provide 6" concrete at trash enclosure pad.
WALL SYSTEMS
ROOF SYSTEMS
FLOOR SYSTEMS
SOFFIT SYSTEMS
Horizontal Metal Panel
• 2" All Weather Insulated Metal Panel, R-16
- Mesa (DM40) provile
- Horizontal layout
- Color: TBD
- See system manuf. details for components and conditions
• Steel girts by building manuf.
• Structrual steel framing by building manuf.
Embosed Metal Panel
• 2" All Weather Insulated Metal Panel, R-16
- Adobe Texture (HE40-A) provile
- Vertical layout
- Color: TBD
- See system manuf. details for components and conditions
• Steel girts by building manuf.
• Structrual steel framing by building manuf.
W1
W2
Horizontal Metal Panel
• 1 1/2" All Weather Insulated Metal Panel, R-12, attached to metal building
purlins
- HR Series (H3) provile
- Color: TBD
- See system manuf. details for components and conditions
• R-19 min., Simple Save System, finish: standard liner fabric between
• Steel perlins by building manuf. on
• Structrual steel framing by building manuf.
R1
S1
Prefinished Metal Soffit Panel
• All Weather Metal Panel
- Smooth soffit panel
- Color: TBD
- See system manuf. details for components and conditions
• Steel girts by building manuf.
• Structrual steel framing by building manuf.
F1
F2
13' - 4"
6' - 0"
C10
6' - 0"
10' - 0"
13' - 4"
5' - 6"
13' - 4"
10' - 0"
1' - 0" 8' - 0" 1' - 0"
C10
1' - 4" 4' - 0" 8' - 0"
C10
Issued
Drawing Number
Scale Accordingly if Reduced
Project No.: Drawn by:
Reviewed by:
In Association with:
ARCHITECTS
r4 architects.com
226 Remington
Unit #3
Fort Collins, CO 80524
phone 970/224-0630
www.r4architects.com
Submittal No.2
ARCH
2 PDP Submittal 03/17/2016
3 PDP Submittal #2 05/03/2016
Contact: Blake Larsen
Email: blake@larsensd.com
Larsen Structural Design
Phone: (970) 568-3355
Fort Collins, CO 80524
19 Old Town Square, Suite 238
Structural Engineer
Contact: thomas-s@int-mech.com
Email: Tom Segelhorst
Integrated Mechanical
Phone: (970) 556-0570
Fort Collins, CO 80524
223 Linden St., Suite 204
Mechanical & Plumbing
Contact: Chuck Polson
Email: chuck@apsinc.biz
APS, Inc.
Phone: (970) 381-7462
Highlands Ranch, CO 80129
9249 S. Broadway, #200-836
Electrical Engineer
Contact: Mike Beach
Email: mbeach@ridgetopeng.com
Ridgetop
Phone: (303) 322-6480
Johnstown, CO 80534
5225 Ronald Reagan Blvd. Suite 210
Civil Engineer
Contact: Cathy Mathis
Email: cathy@tbgroup.us
TB Group
Phone: (970) 532-5891
Berthoud, CO 80531
444 Mountain Avenue
Planning/LA
Contact: Patrick Hess
Email: pat@holsingerdrywall.com
Hess Land LLC.
Phone: (970) 498-9080
Fort Collins, CO 80525
2572 Midpoint Dr.
Owner
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TBD
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General Contractor
Author
Checker
Exterior Elevations
2590 Midpoint Dr.
Fort Collins, CO 80525
2016-02
Lot 18,
Prospect
Industrial
Park
A2.1
1/8" = 1'-0"
12
North East Elevation
1/8" = 1'-0"
14
South West Elevation
1/8" = 1'-0"
7
South East Elevation
1/8" = 1'-0"
2
North West Elevation
Keynote Legend
Key
Value Keynote Text
C1 Steel canopy as part of building manufacture
package
C2 Electrical gear and meters painted to match
adjacent building material
C3 Gas meter painted to match adjacent building
material
C5 Storefront system, refer to sheet A7.1 for
elevations, details, & dimensions
C6 Exterior insulated hollow metal door & frame w/
thermal threshold, painted to match adjacent
building material
C7 Prefinished metal fascia per metal building
manufacture, color: TBD
C8 Prefinished open faced downspouts and gutters
per metal building manufacture, color: TBD
C9 Knox box per PFA re1quirements
C10 Steel trash enclosure gate, 1 1/2" metal
decking, factory primed and field painted, color:
TBD
General System Notes
20
Building Perspective Looking East
1/8" = 1'-0"
19
Trash Enclosure - Access Side Elevation
1/8" = 1'-0"
18
Trash Enclosure - Front Elevation
1/8" = 1'-0"
17
Trash Enclosure - Typical Side Elevation
1/4" = 1'-0"
16
Enlarged Trash Enclosure Plan
No. Description Date