Attachment_3_-_Project_Report_with_Load_Calculations.pdf

PDF 939 KB Posted Mar 22, 2016

Attached to: RED HORSE Fire Detection Federal contract opportunity
Solicitation number: FA4661-16-Q-0024
Issued by: Department of the Air Force Air Combat Command

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Project Report with Load Calculations

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Attachment_2_-_Construction_Standards.docx	DOCX document	Mar 22, 2016
Attachment_6_-_Steel_Framing_Drawings.pdf	PDF	Mar 22, 2016
Attachment_4_-_7_CES_AF_Form_66_Submittal_Schedule.xls	XLS spreadsheet	Mar 22, 2016
Attachment_5_-_7_CS_AF_Form_66_Submittal_Schedule.xls	XLS spreadsheet	Mar 22, 2016
Attachment_7_-_Wage_Determination.pdf	PDF	Mar 22, 2016
Attachment_1_-_Statement_of_Work.docx	DOCX document	Mar 22, 2016
16-Q-0024_RED_HORSE_Fire_Detection_COMBO.docx	DOCX document	Mar 22, 2016

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Prepared For: 819th RHS/DOSMS

COMMUNICATIONS/READINESS STORAGE....Project:

Recipients Of Design Products Provided By M.I.C. Industries Shall Be Solely Responsible For Consulting With A Structural Engineer To Conduct A Review And Validation Of The Analysis. In No Event Shall M.I.C. Industries, Inc. Be Liable For Any Damages Whatsoever (Including, Without Limitation, Damages For Loss Of Business Profits, Business Interruption, Loss Of Business Information, Or Other Pecuniary Loss) Arising Out Of The Mathematical Results From The Software Analysis Even If M.I.C. Industries, Inc. Has Been Advised Of The Possibility Of Such Damages.

Location: Dyress AFB, Texas

FA4661-16-Q-0024 – Attachment 3

Prepared For:

819th RHS/DOSMS

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

DATE: 02/16/2016 Page 2 of 27

Building GeometryProject Summary Page

Panel Segment Details:Building Summary

Step No. Length (ft) Cal Radius (ft)

1 12.00

2 18.76 13.64

3 8.73

4 6.47 13.64

5 8.73

6 18.76 13.64

7 12.00

11618.25 Sq ftInterior Surface Area

27.64 ftInterior Height

44.28 ftInterior Width

4950 Sq ftFloor Area

119813 cu ftTotal Volume

1109.4 Sq ftEnd Wall Area

110 ftBuilding Length

Steel Summary *

0.043 inEnd Wall Steel Thickness

3.86 tonEnd Wall Steel Quantity

0.043 inSuperstructure Steel Thickness

16.33 tonSuperstructure Steel Quantity

85.45 ftTotal Panel Length

296.9 lbPanel Weight

Insulation Summary *

0.00 bagsTotal Protectant

58.09 rollsTotal Insulation

19.00 (btu / sq ft / °F)Insulation R/U Value

6.00 inInsulation Thickness

Loading Summary

115 mphWind Load

5 psfSnow Load

* Values do not include scrap factors

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

Page 3 of 27DATE: 02/16/2016

120-12(ft)Location

101010(lb)Magnitude

CONCENTRATED LOADS:

INPUT DATA:

bd ft per bagID_C2_23Protectant Coverage inID_C2_22Protectant Thickness

NoneProtectant Type sq ft per roll200.00Insulation Coverage ft2.00Insulation Wall Height in6.00Roof Thickness

(btu / sq ft / °F)13.00R/U-Value of Roof in6.00Wall Thickness

(btu / sq ft / °F)13.00R/U-Value of Walls

FiberglassBlanketInsulation Type

Fixed (Concrete)Base Type

Normal PanelWall Type ft110.00Total Length ft14.00Eave Radius ft14.00Crown Radius ft45.00Total Width ft28.00Total Height ft12.00Wall Height

GableBuilding Shape

MIC-120End Wall Type

MIC-120BuildingType

NoAdjacent Roof

Catagory I, Low HazardBuilding Category

NoNear Hurricane Coastline ft0.00Elevated Base Height

Exposure C, Open TerrainWind Exposure mph115.00Wind Velocity

Enclosed BuildingEnclosure Clasification

NoObstructed Roof

Fully Exposed, Factor 0.9Snow Exposure

Unheated, Factor 1.2Thermal Factor psf5.00Snow Load psf0.42Insulation Load psf12.00Live Load psf0.00Dead LoadLOAD DATA:

Unit System: English

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

DATE: 02/16/2016 Page 4 of 27

COMMUNICATIONS-READINESS STORAGE.XBM

COMMUNICATIONS/READINESS STORAGE....Storage Plot

4950.00 Sq ftBuilding Area:

119812.60 cu ftBuilding Volume:

110.00 ftBuilding Length:

27.64 ftInterior Height:

44.28 ftInterior Width:

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

DATE: 02/16/2016 Page 5 of 27

COMMUNICATIONS/READINESS STORAGE....Geometry Plot

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

Page 6 of 27DATE: 02/16/2016

FOUNDATION INPUT:

SpreadEnd Wall Footing Type:

SpreadSide Wall Footing Type:

48.00 inWater Table:

DenseDensity:

SandSoil Type:

RESULTS:

END WALLSIDE WALL

Depth Width Thickness in in in

14 20 12

Depth Width Thickness in in in

14 18 12

Longitudinal ReinforcementLongitudinal Reinforcement

Number of Bars

Qty of #5 (5/8 in) Bars Stirrup Spacing (in)

6 14

Number of Bars

Qty of #5 (5/8 in) Bars Stirrup Spacing (in)

6 14

Concrete Volume = 9.44 cu ydConcrete Volume = 21.52 cu yd

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

Page 7 of 27DATE: 02/16/2016

0.043 in ASTM-A653 Grade 50MIC-120Building Panel

12.00 psf(7.3)Design Snow Roof Load

22.58 psf(6.5.12.2.2)Design Wind Pressure

12.00 psf(4.9.1)Roof Minimum Live Load

5.00 psfGround Snow Load

115.00 mph Enclosed BuildingWind Speed

Catagory I, Factor 0.8(Table 7-4)Importance Factor

Unheated, Factor 1.2(Table 7-3)Snow Thermal Factor

Fully Exposed, Factor 0.9(Table 7-2)Snow Exposure

Exposure C, Open Terrain(6.5.6.3)Wind Exposure

Catagory I, Low Hazard(Table 1-1)Building Category

Figure 1

LOADING CONDITIONS

CODE: IBC 2006 International Building Code STANDARD: ACSE-7-05 Minimum Design Loads for Buildings and Other Structures

The undersigned hearby certifies that the engineering calculations meet the current codes.

Prepared By: Rick Lindvig M.I.C. Industries, Inc.

390 Airport Rd.

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

Signature Date

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

Page 8 of 27DATE: 02/16/2016

Load Cases (Span Loads) Evaluated

Load Combinations Evaluated

1 - Structure Dead & Conc. Loads 2 - Wind Normal to Ridge 1 3 - Wind Parallel to Ridge 4 - Wind Internal Pressure 5 - Live or Snow-Uniform 6 - Live or 1/2 Snow-OuterQuarters 7 - Live or 1/2 Snow-Middle Half 8 - Live on Left Half 9 - Live on Right Half 10 - Unb. Snow Left Half Heavy 11 - Unb. Snow Right Half Heavy

1 - +1.00 x Structure Dead & Conc. Loads 2 - +1.00 x Structure Dead & Conc. Loads +1.00 x Live or Snow-Uniform 3 - +1.00 x Structure Dead & Conc. Loads +1.00 x Live or 1/2 Snow-OuterQuarters 4 - +1.00 x Structure Dead & Conc. Loads +1.00 x Live or 1/2 Snow-Middle Half 5 - +1.00 x Structure Dead & Conc. Loads +1.00 x Live on Left Half 6 - +1.00 x Structure Dead & Conc. Loads +1.00 x Unb. Snow Left Half Heavy 7 - +0.60 x Structure Dead & Conc. Loads +1.00 x Wind Normal to Ridge 1 +1.00 x Wind Internal Pressure 8 - +0.60 x Structure Dead & Conc. Loads +1.00 x Wind Normal to Ridge 1 -1.00 x Wind Internal Pressure 9 - +0.60 x Structure Dead & Conc. Loads +1.00 x Wind Parallel to Ridge +1.00 x Wind Internal Pressure 10 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live or Snow-Uniform +0.75 x Wind Normal to Ridge 1 +0.75 x Wind Internal Pressure 11 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live or 1/2 Snow-OuterQuarters +0.75 x Wind Normal to Ridge 1 +0.75 x Wind Internal Pressure 12 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live or 1/2 Snow-Middle Half +0.75 x Wind Normal to Ridge 1 +0.75 x Wind Internal Pressure 13 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live on Left Half +0.75 x Wind Normal to Ridge 1 +0.75 x Wind Internal Pressure 14 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live on Right Half +0.75 x Wind Normal to Ridge 1 +0.75 x Wind Internal Pressure 15 - +1.00 x Structure Dead & Conc. Loads +0.75 x Unb. Snow Left Half Heavy +0.75 x Wind Normal to Ridge 1 +0.75 x Wind Internal Pressure 16 - +1.00 x Structure Dead & Conc. Loads +0.75 x Unb. Snow Right Half Heavy +0.75 x Wind Normal to Ridge 1 +0.75 x Wind Internal Pressure 17 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live or Snow-Uniform +0.75 x Wind Normal to Ridge 1 -0.75 x Wind Internal Pressure 18 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live or 1/2 Snow-OuterQuarters +0.75 x Wind Normal to Ridge 1 -0.75 x Wind Internal Pressure 19 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live or 1/2 Snow-Middle Half +0.75 x Wind Normal to Ridge 1 -0.75 x Wind Internal Pressure 20 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live on Left Half +0.75 x Wind Normal to Ridge 1 -0.75 x Wind Internal Pressure 21 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live on Right Half +0.75 x Wind Normal to Ridge 1 -0.75 x Wind Internal Pressure 22 - +1.00 x Structure Dead & Conc. Loads +0.75 x Unb. Snow Left Half Heavy +0.75 x Wind Normal to Ridge 1 -0.75 x Wind Internal Pressure 23 - +1.00 x Structure Dead & Conc. Loads +0.75 x Unb. Snow Right Half Heavy +0.75 x Wind Normal to Ridge 1 -0.75 x Wind Internal Pressure 24 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live or Snow-Uniform +0.75 x Wind Parallel to Ridge +0.75 x Wind Internal Pressure 25 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live or 1/2 Snow-OuterQuarters +0.75 x Wind Parallel to Ridge +0.75 x Wind Internal Pressure 26 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live or 1/2 Snow-Middle Half +0.75 x Wind Parallel to Ridge +0.75 x Wind Internal Pressure 27 - +1.00 x Structure Dead & Conc. Loads +0.75 x Live on Left Half +0.75 x Wind Parallel to Ridge +0.75 x Wind Internal Pressure 28 - +1.00 x Structure Dead & Conc. Loads +0.75 x Unb. Snow Left Half Heavy +0.75 x Wind Parallel to Ridge +0.75 x Wind Internal Pressure

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

Page 9 of 27DATE: 02/16/2016

Figure 2

TYPICAL LOADING DIAGRAM

+1.00 x Structure Dead & Conc. Loads +1.00 x Live or Snow-Uniform

Critical Load Case/Combination

Rick Lindvig M.I.C. Industries, Inc.

390 Airport Rd.

Prepared By:

The undersigned hereby certifies that the engineering calculations meet the current codes.

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

DateSignature

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

Page 10 of 27DATE: 02/16/2016

1.67 *

Node Location of Maximum Loading = 38 of 46

Figure 3Where:

Ωv = Factor of Safety for Shear Ωb = Factor of Safety for Bending Ωt = Factor of Safety for Axial V = Shear Strength M = Moment P or T = Axial Strength Vn = Nominal Shear Strength Mn = Nominal Moment Pn or Tn = Nominal Axial Strength

0.11

2.59

= 0.07 <= 1.00 OK!

Load Case = 24, Element = 1

1.67 * 13.54

24.40

1.67 * 0.01

2.59

= 0.86 <= 1.00 OK!

Load Case = 2, Element = 37

1.67 * 13.53

24.40

1.80 * 0.42

9.74

= 1.00 <= 1.00 OK!

Load Case = 2, Element = 38

Interaction Equations Specification: AISI North American Specification for the Design of Cold-formed

Steel Structural Members 2007 Edition

(Shear Strength Ratio)Section 3.2 Shear

Critical Case as shown in Figure 2 (Critical Load Case Page)

(Shear + Bending Strength Ratio)Equation C 3.3.1-1

(Axial + Bending Strength Ratio)Equation C 5.2.1-1

37 lb -402.9 lb

Shear = Axial =

Moment = -13534.9 lb-in

Rick Lindvig M.I.C. Industries, Inc.

390 Airport Rd.

Prepared By:

The undersigned hereby certifies that the engineering calculations meet the current codes.

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

DateSignature

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

Page 11 of 27DATE: 02/16/2016

STRUCTURAL RESULTS:

COMPUTED DESIGN ROOF LOADS:

COMPUTED STRUCTURAL RESULTS:

MAXIMUM STRENGTH RATIOS:

12.00 psfSnow/Live Pressure

22.58 psfWind Pressure

MIC-120End Wall Type

MIC-120Machine Type ksi505050Required Strength in0.0430.0430.043Required Thickness

Roof Side Wall End Wall

0.950.811.00Axial & Bending

0.910.540.86Shear & Bending

0.080.070.05Shear

Note: Seismic loadings are not checked in the analysis.

Supporting structures should be checked separately if applicable.

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

Page 12 of 27DATE: 02/16/2016

SUMMARY OF RESULTS FOR COMPONENT LOAD CASES:

Notes: 1. Reactions are given per unit ft

2. Positive forces on footing are down and to the left

3. Positive moment on footing is clockwise

4. Forces are lb, Moments are lb-ft

COMPONENT LOAD CASE DESCRIPTIONS:

REACTION MAGNITUDES AT GROUND LEVEL:

Left Side Right Side

Load Case Horizontal Force (lb) Vertical Force (lb) Moment (lb-ft) Horizontal Force (lb) Vertical Force (lb) Moment (lb-ft)

1 49.2 174.56 -400.66 -49.25 174.81 401.19

2 -190.35 -282.24 820.7 -24.22 -240.3 -338.11

3 77.11 -302.22 2.4 -77.04 -302.25 -3.22

4 23.33 -91.43 0.73 -23.31 -91.44 -0.97

5 118.07 269.85 -968.64 -118.2 269.9 970.39

6 85.26 140.35 -723.73 -85.38 140.4 725.23

7 32.81 129.5 -244.9 -32.83 129.5 245.16

8 59.24 208.43 -354.58 -58.93 61.48 615.21

9 58.83 61.42 -614.05 -59.27 208.43 355.18

10 29.63 74.57 -218.21 -29.59 44.74 276.34

11 29.54 44.71 -275.79 -29.66 74.57 218.63

Note: These values are for load cases only. Add individual values to create load combinations per your local ordinance. All loads are service (un-factored) loads.

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

txtDisclaimer

819th RHS/DOSMS

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

DATE: 02/16/2016 Page 13 of 27

Material Cost Details

Materials Unit Unit Cost Scrap

Foundation

Reinforcing Steel-Side Wall Foundation ton $ 0.00 5%

Concrete-Side Wall Foundation cy $ 0.00 5%

Reinforcing Steel-End Wall 1 Foundation ton $ 0.00 5%

Concrete-End Wall 1 Foundation cy $ 0.00 5%

Reinforcing Steel-End Wall 2 Foundation ton $ 0.00 5%

Concrete-End Wall 2 Foundation cy $ 0.00 5%

Foundation Forms

Foundation Form Pipe-Superstructure ft $ 0.00 5%

Foundation Form Pipe-End Wall ft $ 0.00 5%

Base Angle-Superstructure ft $ 0.00 5%

Base Angle-End Wall 1 ft $ 0.00 5%

Base Angle-End Wall 2 ft $ 0.00 5%

Superstructure

Coiled Steel-Superstructure ton $ 0.00 12%

End Wall 1

Coiled Steel-End Wall 1 ton $ 0.00 12%

Mastic Tape-End Wall 1 roll $ 0.00 5%

End Wall 2

Coiled Steel-End Wall 2 ton $ 0.00 12%

Mastic Tape-End Wall 2 roll $ 0.00 5%

Curb

Concrete-Curb cy $ 0.00 5%

Insulation-Fiberglass Blanket

Fiberglass Blanket rolls $ 0.00 10%

Weld Pins ea $ 0.00 5%

Cup Washers ea $ 0.00 5%

Button Caps ea $ 0.00 5%

Protectant-None

Floor

Reinforcing Steel-Floor ton $ 0.00 5%

Concrete-Floor cy $ 0.00 5%

Miscellaneous

Mastic Tape roll $ 0.00 5%

Tek Screws each $ 0.00 5%

Caulk tube $ 0.00 5%

Frame Paint gal $ 0.00 5%

Rubberized Paint gal $ 0.00 5%

Rivets ea $ 0.00 5%

Supplies $ 0.00

M.I.C. Industries, Inc.

Reston, VA 20190 USA

M.I.C. - BuildingWorks®

Page 14 of 27DATE: 02/16/2016

COMMUNICATIONS/READINESS STORAGE

819th RHS/DOSMS

Prepared For:

Dimensions (in) Number Force (lb) Ratio

Name Quad Width Height Thickness Head Height Load Case Element Axial Shear Axial Shear Moment

Door 1 Front 30 80 0.12 80 62.9 252.91 0.01 0.02 0.20

Door 2 Back 30 80 0.12 80 62.9 252.91 0.01 0.02 0.20

Louver 1 Front 36 36 0.12 252.14 23.03 252.91 0.02 0.01 0.15

Louver 2 Back 36 36 0.12 252.14 23.03 252.91 0.02 0.01 0.15

ACCESSORIES ANALYSIS:

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

Page 15 of 27DATE: 02/16/2016

COMMUNICATIONS/READINESS STORAGE

819th RHS/DOSMS

Prepared For:

Item Details Unit Unit Cost Qty Material Cost Labor Cost Total Cost Cost/Sq ft

Preparation

Foundation

Concrete-Side Wall Foundation Concrete for foundation, 3000 psi cy $.00 14.23 $.00 $.00 $.00

Concrete-End Wall 1 Foundation Concrete for foundation, 3000 psi cy $.00 3.21 $.00 $.00 $.00

Concrete-End Wall 2 Foundation Concrete for foundation, 3000 psi cy $.00 3.21 $.00 $.00 $.00

Reinforcing Steel-Side Wall Foundation Number of Longitudinal Rebars: 6 ton $.00 1.34 $.00 $.00 $.00

Reinforcing Steel-End Wall 1 Foundation Number of Longitudinal Rebars: 6 ton $.00 .28 $.00 $.00 $.00

Reinforcing Steel-End Wall 2 Foundation Number of Longitudinal Rebars: 6 ton $.00 .28 $.00 $.00 $.00

Foundation Forms

Base Angle-Superstructure 3 in x 3 in x 3/16 in ft $.00 235.62 $.00 $.00 $.00

Base Angle-End Wall 1 3 in x 3 in x 3/16 in ft $.00 51.98 $.00 $.00 $.00

Base Angle-End Wall 2 3 in x 3 in x 3/16 in ft $.00 51.98 $.00 $.00 $.00

Foundation Form Pipe-Superstructure 3/4 in ID, Schedule-40 Seamless ft $.00 135.60 $.00 $.00 $.00

Foundation Form Pipe-End Wall 3/4 in ID, Schedule-40 Seamless ft $.00 37.80 $.00 $.00 $.00

Superstructure

Coiled Steel-Superstructure Steel for Roof with Scrap, 0.043 in ton $.00 18.29 $.00 $.00 $.00

End Wall 1

Coiled Steel-End Wall 1 End Wall Steel with Scrap, 0.043 in ton $.00 2.16 $.00 $.00 $.00

Mastic Tape-End Wall 1 1/8 in x 1 in, 30 ft rolls roll $.00 .79 $.00 $.00 $.00

End Wall 2

Coiled Steel-End Wall 2 End Wall Steel with Scrap, 0.043 in ton $.00 2.16 $.00 $.00 $.00

Mastic Tape-End Wall 2 1/8 in x 1 in, 30 ft rolls roll $.00 .79 $.00 $.00 $.00

Curb

Concrete-Curb Concrete for curb, 3000 psi cy $.00 11.87 $.00 $.00 $.00

Accessories

Door 1 30 in x 80 in; 0.12 in frame ea $.00 1.00 $.00 $.00 $.00

Door 2 30 in x 80 in; 0.12 in frame ea $.00 1.00 $.00 $.00 $.00

TOTAL COST:

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

Page 16 of 27DATE: 02/16/2016

COMMUNICATIONS/READINESS STORAGE

819th RHS/DOSMS

Prepared For:

Item Details Unit Unit Cost Qty Material Cost Labor Cost Total Cost Cost/Sq ft

Louver 1 36 in x 36 in; 0.12 in frame ea $.00 1.00 $.00 $.00 $.00

Overhead Door 1 192 in x 168 in; included frame ea $.00 1.00 $.00 $.00 $.00

Overhead Door 2 192 in x 168 in; included frame ea $.00 1.00 $.00 $.00 $.00

Insulation-Fiberglass Blanket

Weld Pins 12 gauge x 6.50 in ea $.00 12198.90 $.00 $.00 $.00

Cup Washers WA 150 Square (1.5 in x 1.5 in) ea $.00 12198.90 $.00 $.00 $.00

Button Caps Capped Speed Washer ea $.00 12198.90 $.00 $.00 $.00

Fiberglass Blanket Equivalent R-Value of 19, 6 in sheeting rolls $.00 63.90 $.00 $.00 $.00

Protectant-None

Floor

Concrete-Floor Concrete floor 4 in thick, 3000 psi cy $.00 64.17 $.00 $.00 $.00

Reinforcing Steel-Floor ton $.00 .25 $.00 $.00 $.00

Miscellaneous

Mastic Tape 1/8 in x 1 in, 30 ft rolls roll $.00 9.61 $.00 $.00 $.00

Tek Screws 1 in, 12-14 Thread, Self tapping each $.00 546.93 $.00 $.00 $.00

Caulk Exterior, Silicone tube $.00 7.04 $.00 $.00 $.00

Frame Paint Paint and Primer for Steel Frames gal $.00 2.97 $.00 $.00 $.00

Rubberized Paint Paint for Base of Panels in Concrete gal $.00 2.71 $.00 $.00 $.00

Rivets 3/16 in ea $.00 546.93 $.00 $.00 $.00

Supplies Costs to Cover Misc. Expendables % $.00 3.00 $.00 $.00 $.00

Other

Recovery

$.00 $.00 $.00 $.00

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

DATE: 02/16/2016 Page 17 of 27

Front View

Rear View

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

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COMMUNICATIONS-READINESS STORAGE.XBM

DATE: 02/16/2016 Page 18 of 27

Left View

Right View

M.I.C. Industries, Inc.

Reston, VA 20190 USA

M.I.C. - BuildingWorks®

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

DATE: 02/16/2016 Page 19 of 27

Accessories Schedule

Dimensions (in) Dimensions (ft)

Name Qty Width Height Frame Thickness Quad X Offset Sill Height

Door 1 1 30 80 0.12 Front 7.95

Door 2 1 30 80 0.12 Back 7.95

Overhead Door 1 1 192 168 Front 21.98

Overhead Door 2 1 192 168 Back 22.5

Louver 1 1 36 36 0.12 Front 22.67 18.01

Louver 2 1 36 36 0.12 Back 21.98 18.01

"X Offset" is the measurement from the left corner of the building quandrant in view.

Accessories Ordering Schedule

Dimensions (in)

Item Qty Width Height Unit Cost Details

Door 2 30 80 $ 0.00 None

Overhead Door 2 192 168 $ 0.00 None

Louver 2 36 36 $ 0.00 None

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

DATE: 02/16/2016 Page 20 of 27

Building GeometryConstruction Summary Page

Panel Segment Details:Building Information:

Step No. Length (ft) Cal Radius (ft)

1 12.00

2 18.76 13.64

3 8.73

4 6.47 13.64

5 8.73

6 18.76 13.64

7 12.00 ft110.00Building Length

Type 3GableUBM Building Type

GableBuilding Shape

Superstructure Panels:

ton16.33Quantity of Steel

6Number of Carriers ft85.45Total Panel Length lb296.93Panel Weight

22Number of Picks in0.043Steel Thickness

MIC-120Panel Type

Endwall Panels:

Rick Lindvig M.I.C. Industries, Inc.

390 Airport Rd.

Prepared By:

ton3.86Quantity of Steel

90Number of Panels in0.043Steel Thickness

MIC-120Panel Type

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

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COMMUNICATIONS-READINESS STORAGE.XBM

Page 21 of 27DATE: 02/16/2016

REAR END WALL CUT LIST:FRONT END WALL CUT LIST:FRONT END WALL :

Number Quantity Length (ft)

1 1 14

2 2 13.99

3 2 13.92

4 2 13.77

5 2 13.56

6 2 13.32

7 2 13.09

8 1 26.85

9 1 12.85

10 1 26.62

11 1 12.62

12 2 26.38

13 2 26.15

14 2 25.91

15 2 25.68

16 2 25.42

17 2 25.08

18 2 24.65

19 2 24.12

20 2 23.49

21 2 22.72

22 2 21.8

23 2 20.66

24 2 19.21

25 2 17.2

Number Quantity Length (ft)

1 1 14

2 2 13.99

3 2 13.92

4 2 13.77

5 2 13.56

6 2 13.32

7 2 13.09

8 2 12.85

9 2 26.62

10 2 26.38

11 2 26.15

12 2 25.91

13 2 25.68

14 2 25.42

15 2 25.08

16 2 24.65

17 2 24.12

18 2 23.49

19 2 22.72

20 2 21.8

21 2 20.66

22 2 19.21

23 2 17.2

Method: Best Method: Center Panel

0 inExtended Endwall By:

REAR END WALL :

Best Method: Center Panel

Method:

0 inExtend Endwall By:

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

Location Arc Length from End (ft) Arc Length from Center (ft)

A .00 -42.73

B 30.45 -12.27

C 42.73 .00

D 55.00 12.27

E 85.45 42.73

Panel Type MIC-120

Number of Spreader Bars 1

Pick Weight (5 Panels) 1485 lb

Total Lifting Weight 1982.9 lb

Total Panel Length 85.45 ft

Minimum Boom Length 56.45 ft

Required Item Part Number Qty Weight (lb)

Spreader Bar 101-4915-A 1 450

1/2 in (12 mm) Shackle 101-4909 6 4.2

Pear Link Cable 101-4905 1 22

6 ft (1.8 m) Suspension Cable 101-4921 2 5

Lifting Bracket 101-4907-A 2 17

Total Weight = 498.2

DATE: 02/16/2016 Page 22 of 27

COMMUNICATIONS-READINESS STORAGE.XBM

COMMUNICATIONS/READINESS STORAGE....Lifting Planner

Lifting Locations:Lifting Configuration:

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

Page 23 of 27DATE: 02/16/2016

TAB GEOMETRY:

TAB LOCATIONS:

ID Tab Type From Center (ft) From End (ft)

1 Load -12.00 30.45

2 Load 0.00 42.72

3 Load 12.00 54.99

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

Page 24 of 27DATE: 02/16/2016

TAB LAYOUT BY PICK:

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

COMMUNICATIONS/READINESS STORAGE

COMMUNICATIONS-READINESS STORAGE.XBM

Page 25 of 27DATE: 02/16/2016

TAB LAYOUT BY PICK:

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

DATE: 02/16/2016 Page 26 of 27

COMMUNICATIONS/READINESS STORAGE....Panel Inspection Plot

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

DATE: 02/16/2016 Page 27 of 27

COMMUNICATIONS/READINESS STORAGE....Site Plan

M.I.C. - BuildingWorks® M.I.C. Industries, Inc.

Reston, VA 20190 USA

File details come from the government source that posted it. Updated Nov 14, 2017.