01coexsa.com.mx/milenium/wp-content/uploads/2016/08/mcn01.pdf · [email protected] carretera a...
TRANSCRIPT
H
I
J
K
201.952
157.7
61
88.850
114.301
177.155
30.2
8
60.00
60.00
60.00
16.2
8
40.37
36.28
26.75
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
24.38
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.00
20.16
60.15
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
37.87
48.00
15.13
14.13
37.39
24.00
24.00
24.00
24.00
24.00
24.00
24.00
24.00
24.00
10.81
24.00
24.00
24.00
24.00
24.00
24.00
24.00
24.00
24.00
16.16
38.80
38.14
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
19.7
821.65
39.72
48.00
9.72
6.78 30.00
30.05
20.72
37.87
62.41
70.94
65.52
60.09
54.67
49.25
43.83
22.4
6
9.44
5.23
19.23
31.98
30.88
29.78
28.69
37.94 17.91
25.0
0
25.0
0
25.0
0
25.0
0
26.6
5
20.00
20.00
20.00
20.00
20.00
20.72
20.72
20.72
20.72
20.72
23.05
20.00
20.00
20.00
20.00
20.00
20.00
28.69
20.00
20.00
20.00
20.00
13.63
21.5
7
30.82
28.06
25.30
20.00
20.00
20.00
15.10
20.37
20.37
23.00
14.87
25.0
0
25.0
0
25.0
0
25.0
0
25.0
0
25.0
0
25.0
0
25.0
0
25.0
0
48.00
48.00
48.00
48.00
48.00
48.00
38.40
R10.00
R10
.00
R10.00
R10.00
R10.00
R10.00
R10
.00
R10.00
R10
.00
14.35R10.00
R10
.00
R10.00
17.06
16.26
20.0
79.44
15.8
4
15.58
16.4
1
15.01
14.27
12.31
23.03 11.7210
.77
6.9136.70
8.62
68.90
14.5
0
20.00
60.01
100.01
10.00
87.64
50.05
50.42
R28.00
R28
.00
60.85
69.7
8
CALL
E 1
CALLE 1
CALLE 1
CALLE 1
CALLE 1
CALLE 1
CALLE 1
3.00
12.0
0
3.00
18.0
0
3.00
18.00
12.00
3.00
3.00
12.00
3.00
18.00
18.00
3.00
12.00
3.00
3.00
12.00
3.00 18.00
3.00
12.00
3.00
18.00
3.00
12.00
15.00
3.00
3.00
01
02
01
02
03
04
05
06
LC
LC
LC
LC
LC
LC
LC
LC
04
03
01
0220.03
20.03
20.03
18.22
24.63
24.00
24.00
24.00
24.00
24.00
24.00
24.00
24.00
24.00
23.51PROL
ONGA
CION
CAL
LE T
REVI
ÑO
LIBRAMIENTO DE CUOTA A SALTILLO
100.00
30.00
CAMINO A AGUA FRÍA
17.5
017
.50
35.0
0
0109
0802
0307 04
06 05
596.
260 M
262
8.59
2 M2
606.
644 M
258
4.69
6 M2
626.
419 M
2
752.373 M2
533.
579 M
2
588.
746 M
2
523.
985 M
2
01
22
0221
0320
0419
05
18
0617
0716
0815
0914
1013
1112
1,130.540 M2
1,130.540 M2
1,184.232 M2
1,029.260 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
1,152.00 M2
30.0
0
30.0
0
10
11
12
13
1516
1718
1920
2122
2324
2526
2728
1,149.710 M2
907.253 M2
1,200.00 M2
1,200.00 M2
1,200.00 M2
5,834.547 M21,384.968 M
21,201.923 M
2
1,336.208 M2
1,200.00 M2
1,200.00 M2
1,200.00 M2
1,200.00 M2
1,200.00 M2
1,200.00 M2
1,200.00 M2
1,200.00 M2
1,200.00 M2
1,200.00 M2
1,200.00 M2
1,200.00 M2
20.00
20.00
20.00
15
07
08
09
10
1112
1314
1516
17
1819
2021
2223
774.692 M2
750.00 M2
750.00 M2
750.00 M2
750.00 M2513.085 M21,027.261 M2
1,200.00 M2
1,207.053 M2
4,397.741 M2
1,146.215 M2
822.317 M2
969.
010 M
296
0.00
M2
960.
00 M
296
0.00
M2
960.
00 M
2
930.766 M2
1,039.216 M2
1,147.666 M2
1,256.115 M2
1,364.565 M2
2,564.211 M2
88.987 M2
AFECTACIÓN 3:
36.28
30.0
0
14.12
39.4
4
113.85
43.0
2
19.22
43.02
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Milenium Center Industrial Business Park
Constructora Coexsa S.A. de C.V. - � 8386-42-00 Ext. 119 y 130 [email protected] Carretera a Santa Rosa 601, Col. Centro. Apodaca, N.L., México C.P. 66600
Building Specifications 1. SITE WORKS 1.0 Trace and leveling
Works performed by topography specialists on this field supported by laser equipment. These works include the trace of the areas and references so that the lands are made just as it indicates it the project in all the considered areas.
1.01 Site clearing To be performed with bulldozer machinery and motor grade machines all over the property in order to remove the topsoil with vegetal contents. The compaction has to meet 95% of the proctor test in order to prepare the site for the earthworks for the building and offices.
1.02 Platforms
The entire field globe the path will have to be prepared according to the recommendations of the geotechnical report.
1.03 Base 15cms base in parking lot, with a compression of 95% proctor, made up 38 mm to gravel.
1.04 Asphalt pavement A 2” layer of compacted to 95% Marshall Asphalt will be placed at parking areas. Previous to the application of the asphalt it will be necessary the placement of an impregnation seal, this section includes the traffic paint of the parking areas.
1.05 Concrete curbs
6” x 12” concrete curbs with a curved face in both size inside all the paved areas finished with white painting.
1.06 Concrete sidewalks 4” (10cms.) thick side walk made with f’c= 200kg/cm2 concrete in main entrance of the building and the back area of the building. Joints shall be filled with EPOLITH P sealant.
1.07 Anti-termites fumigation Anti-termites fumigation will be applied on the foundation of main building.
1.08 Mandatory codes Per governing codes and regulations, all site preparation work shall be performed in accordance with the recommendations of a soils report prepared by a fully qualified licensed soils consultant.
2.0 FOUNDATION 2.01 Foundation pilasters
Made with concrete f’c=200 kg/cm2, reinforced with fy=4200 kg/cm2 steel rebar, according to structural engineer calculations. All of the pilasters shall be designed by the structural engineer. The steel reinforcing bars and design mix shall be in accordance with recommendations of the geotechnical soils report and the American Concrete Institute 318- 89. all reinforcing steel shall meet the ASTM A 615, grade 60, or any other construction system approved by the structural engineer.
Milenium Center Industrial Business Park
Constructora Coexsa S.A. de C.V. - � 8386-42-00 Ext. 119 y 130 [email protected] Carretera a Santa Rosa 601, Col. Centro. Apodaca, N.L., México C.P. 66600
3.0 CONCRETE SLAB 3.01 Concrete Slab in Warehouse Areas
Concrete slab in warehouse floor, shall be according to recommended standards by the American Concrete Institute and the Portland Cement Association. Floor sub-grades shall be placed and compacted in accordance with the recommendations of a qualified soils engineer, resistance f’c=250 kg/cm2 concrete with polypropylene fiber, pouring of 6” (15 cm). An Master Top or similar, to be applied according to manufacturer’s recommendations after the concrete pouring. After a period of 8 weeks from the completion of the floor pouring, the perimeter, expansion and construction joints will be sealed with EPOLITH P semi- rigid sealant over a backer rod ½”.
3.02 Concrete slab in truck load.
The concrete paving in the maneuvering area will be 6” thick and made with f’c= 250 kg/cm2 concrete. Design according to recommended standards by the American Concrete Institute and the Portland Cement Association.
3.03 Concrete ramps Concrete ramps 14’ wide with a maximum slope of 8%. 6” thick concrete with polypropylene fiber, slab over compacted 95% standard proctor, side walls will be in 6” pre cast in place.
4.0 STRUCTURAL STEEL 4.01 Project description
The main structure is based in a moment resistant frame, with variable height beams, which is supported over concrete piles, trough rods anchors and base plates. The secondary elements are based of Atecno (SJI approved) Standard joist K series, which are supported over the rigid frames. HVAC in roof are not considered. Pre cast concrete wall is considered in the perimeter of the building, from the finish floor level to the steel top level. All the structural steel, shapes and plates is A-572 gr 50, the joist chords are made with High Resistance Cold Rolled steel tape and the web is made with A 36 rod. Design considerations The steel structure design was made according to the AISC – ASD (Allowable Strength Design) and with the IMCA (Instituto Mexicano de Construcción en Acero) The gravitational loads are in accordance with the local code, Reglamento de Construcciones de Monterrey, and with the national local code, Normas Técnicas Complementarias. The wind loads analisys was made in accordance to the Manual de Obras Civiles (published by Comision Federal de Electricidad) in the wind Analisis Chapter. This is a local code. Load considerations Dead load= 3.5 psf Collateral load= 3.1 psf Live load= 8.2 psf Wind regional speed= 143 km/hr
Milenium Center Industrial Business Park
Constructora Coexsa S.A. de C.V. - � 8386-42-00 Ext. 119 y 130 [email protected] Carretera a Santa Rosa 601, Col. Centro. Apodaca, N.L., México C.P. 66600
The minimum unobstructed height shall be 9.00 m (29’6”) clear at axis. Double 5.01% slope to the building sides. With gray anti-rust primer and white dry fog finishing paint.
5.0 EXTERIOR WALLS 5.01 Perimeter walls
Perimeter pre cast concrete walls; resistance f’c=200 kg/cm2 concrete pre-cast 6” panels, 4” thick reinforced with fy=4200 kg/cm2 steel rebar and 2” of thermal insulation.
6.01 Roof structure
No special equipment loading is being considered. Roof slope shall be 5%. All roof structure shall be painted with gray anti-rust primer and white dry fog finishing paint, the structural bay sizes shall be 14.60 x 23.55 m Standing seam roof system, integrated by gauge 24, K18 ZINTRO-ALUM, 3” insulation, with polynet mesh to support the insulation and white vinyl vapor barrier. All seams are concealed and sealed with self adhesive tape. This roof system covers all the building’s area.
TENANT IMPROVEMENTS 7.0 DOCK EQUIPMENT
Integrated reveals according to architectural façade design. Joints shall be filled with ¾” backer road and Construflex sealant. Metal plates to weld pre cast panels to columns shall be properly leveled and installed. All warehouse walls shall be considered with pre cast panels, full height of building. All scratches, cracks and divots shall be repaired with a concrete of the same color and texture as the wall panel. Exterior wall finishes with sprytex texture paint finish applied over concrete pre cast panels, with color according to architectural design.
5.02 Exterior Wall – metal doors Exterior wall metal doors, 3’ x 7’ single doors with metal frame, batteries panic bar, door closer and exterior hardware such as: bottom swep, kick plate, frame will have to have a rubber gasket in the perimeter, floor mounted door stop and drip cap.
6.0 METAL ROOFING
7.01 Dock High Doors
Dock leveler mfg by kelley model cm with mecanical operation, low maintenance design, 6’ x 8’ platform, 25,000lbs capacity, 16" lip ,hold down mecanism includes chain to release leveler, includes night locks, working range 12" above / -12" below dock level, clean-frame and safe-t-frame design, structural steel safety legs with 60,000lbs support, includes set of laminated dock bumpers model b410-14 with a 10" x 14” x 4.5" projection, 10 year warranty on structural steel, 4 year warranty on springs. Included Sectional door 8 x 10’, mfg by wayne dalton model thermospan ts-125, polyurethane foam filled of high density with an r value of 10.79, 1” door thickness with an exterior thickness of .022", color white, 2" angle mount to steel, manual push-up vertical lift with breakaway, minimum headroom required is 141", includes complete weatherstripping, interior lock, and 10,000 cycle springs. Included Dock seal mfg by kelley series weatherall, model wsh-101-wp8, for a clearance of 8’ x 10’, with a 10" projection, fabricated in 22oz vinyl with 8” wear plates, treated wood structure, 27" drop curtain header for area with dock at floor level. Included
Milenium Center Industrial Business Park
Constructora Coexsa S.A. de C.V. - � 8386-42-00 Ext. 119 y 130 [email protected] Carretera a Santa Rosa 601, Col. Centro. Apodaca, N.L., México C.P. 66600
7.02 Grade Level Doors Sectional door 12 x 14’, mfg by wayne dalton model thermospan ts-125, polyurethane foam filled of high density with an r value of 10.79, 1” door thickness with an exterior thickness of .022", color white, 2" angle mount to steel, manual push-up vertical lift with breakaway, minimum headroom required is 141", includes complete weatherstripping, interior lock, and 10,000 cycle springs. Ramp with concrete floor, and pre-cast concrete panels at both sides. included
8.0 SUPPORT BUILDINGS 8.01 Guard house
One guard house located at the access of the parking and maneuvering area, including foundation and slab according to the structural calculus, block walls with cement plaster and vinyl painting, ceramic floors, aluminum windows and doors, bathroom, fluorescent illumination and contacts and connections to the building (only included tubes to voice and data) and HVAC units preparations. Included
8.02 Electric base for substation Base of reinforced concrete for the electric transformer, with concrete of f’c= 250 kg/m2. Included.
8.03 Pump house Not included.
9.0 ELECTRIC INSTALATION 9.01 Electric feeding and substation
The KVA’s cost is not included in the rent. The service to be contracted with Comisión Federal de Electricidad (Internal network exists within the park)
9.02 External illumination of the building 400 w 220v wall pack mounted type in the perimeter of the building.
9.03 Internal Illumination of the building
Industrial lighting, 22” open acrylic optical, ballast metallic halide 400 w 220 v, optics open bottom.
10.0 HYDRAULIC INSTALLATION 10.01 Location of connection of water and drainage
All the connection for water drainage will be located at the front of the property. The drainage line shall be connected from the building to the main line of the park with 2% slope.
11.0 OTHERS INSTALLATIONS
11.01 Telecommunications
To be contracted with desired carrier (Fiber optics service for voice and Data transmission internal network exists within the park)
11.02 Gas Internal network exists within the park.
Note The fees generated by utilities contracts are the tenant’s responsibility, including the initial connection.
Milenium Center Industrial Business Park
Constructora Coexsa S.A. de C.V. - � 8386-42-00 Ext. 119 y 130 [email protected] Carretera a Santa Rosa 601, Col. Centro. Apodaca, N.L., México C.P. 66600
12.0 EXTERIORS 12.01 Exteriors natural matte aluminum 3” with 6 mm glass tintex green in facade office area. All the exterior windows natural matte aluminum 3 "and glass clear.
12.02 Perimeter fencing
The front side and the both lateral sides of the property will have an architectural fence. The back side with cyclone mesh.
12.03 Garden Green area with grass, palms and live oaks trees according to design.
13.0 FIRE PROTECTION SYSTEM
Not included.
14.0 HVAC (CONDITIONED AIR AND EXTRACTION) Extraction per hour. Not included. HVAC Not included.
15.0 COMPRESSED AIR
Not included
16.0 OFFICE AREA Office areas are always made according to client satisfaction and needs. Office area(s) with concrete pre-cast in the exterior walls, interior walls with sheetrock walls, ceramic floor, aluminum windows and wood doors, suspended false ceiling and imbed lighting, air conditioning in office area for cooling and heating. The area includes offices, cafeteria, bathrooms & conference room.
17.0 TERMS AND CONDITIONS Confidentiality
Both landlord and tenant agree to keep confidential all information regarding this project and the terms of this proposal. Conditions This letter/proposal is intended solely as preliminary expression of general intentions and is to be used for discussion purposes only. The parties intend that neither shall have any contractual obligations to the other with respect to the matters referred herein unless and until and definitive agreement has been fully executed to create any agreement or obligation by either party to negotiate an definitive lease agreement and imposes no duty whatsoever an either party to continue negotiations.
This proposal is valid for fifteen (15) days