AMENDMENT_0006.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to provide responses to Pre Proposal Inquiries, update the w age rate decision and to extend the proposal due date.

The new proposal due date is 2:00 PM (Eastern), 8 August 2018.

Philip J. Cole (757) 341-1970

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 27-Jul-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008518R8706

X 9B. DATED (SEE ITEM 11)

21-Mar-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

27-Jul-2018

CODE

NAVFAC MID ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008518R8706

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0006

Wage Decision has been updated as follows:

General Decision Number: IN180008 07/06/2018 IN8 Superseded General Decision Number: IN20170008 State: Indiana Construction Type: Building Counties: Daviess and Martin Counties in Indiana.

BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 04/06/2018 2 05/25/2018 3 06/08/2018 4 06/15/2018 5 07/06/2018

BRIN0005-002 06/01/2016

Rates Fringes

BRICKLAYER

BRICKLAYER; STONE MASON &

POINTER, CAULKER, CLEANER...$ 30.35 12.56

MARBLE and TILE SETTER......$ 27.57 7.32

TERRAZZO FINISHER..........$ 19.07 7.05

TILE and MARBLE FINISHER....$ 19.03 4.35

CARP0224-008 04/01/2017

Rates Fringes

CARPENTER (Including Drywall)....$ 25.58 20.58

ELEC0016-001 04/01/2018

Rates Fringes

ELECTRICIAN (Including Alarm Installation and HVAC Control Wiring)..........................$ 36.90 16.57

ENGI0181-025 04/01/2015

MARTIN COUNTY

Rates Fringes

Power equipment operators:

Backhoe.....................$ 31.88 14.40

LABO0561-004 04/01/2018

DAVIESS COUNTY

Rates Fringes

LABORER (Unskilled)..............$ 24.50 15.32

LABO0741-005 06/01/2018

MARTIN COUNTY

Rates Fringes

LABORER (Unskilled)..............$ 22.08 15.10

PAIN0156-005 04/01/2018

DAVIESS COUNTY

Rates Fringes

PAINTER..........................$ 26.45 15.23+A

FOOTNOTE A:

All Structures over 40 $0.75/ hour above base wage All Structures over 75 $1.50/ hour above base wage All Structures over 100 $2.50/ hour above base wage

* PLAS0692-026 04/01/2018

DAVIESS & MARTIN COUNTIES

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 26.30 16.91

PLUM0136-005 04/01/2018

Rates Fringes

PLUMBER (Including HVAC Work)....$ 36.22 18.71

PIPEFITTERS.................$ 36.22 18.71

ROOF0106-003 04/01/2017

Rates Fringes

ROOFER...........................$ 29.50 15.52

SHEE0020-021 07/01/2017

Rates Fringes

Sheet metal worker (Including HVAC Duct Work)..................$ 29.14 23.65

SUIN1996-003 04/22/1996

Rates Fringes

Elevator Constructor.............$ 19.90 5.57

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)

The following attachments constitute the contents of Part 6 of the DB RFP. All documents for Part 6 have been uploaded to NECO. No further documents are pending upload. The Site Visit Sing In Sheet, B2724 PreBid Site Visit Picture and B2724 Window Analysis Rev 1 are associated with this amendment. The other documents had already been uploaded with previous amendments.

Part 6 Attachments:

NSA CRANE FP GUIDE.DOC

Site Visit April 04,2018.pdf Existing Drawings.zip Louie Warrner Site Visit March 07,2017.pdf Roof Site Visit April 25,2018.pdf B2724 Concept.dwg B2724_HAZ_Report.zip CATEX (Ser 17147) Building 2724 Renovate Break Room and Tunnel Reconstruction.pdf DOC002.pdf B2724 PreBid Site Visit Picture.pdf B2724 Utilities-1.1.pdf Alternative Proposal for AC units.Print.pdf 3421.pdf YD538208s073.tif Southwest MH.pdf B2724 Window Analysis Rev 1.pdf FRI responses Master List.xls

* Note Some attachments are consolidated with other documents in PDF form.

The proposal mailing address has been changed to the following address:

9324 Virginia Avenue Bldg. Z-140, 2nd Floor, Rm 225 Norfolk, VA 23511

UNCLASSIFIED

B2724 Window Analysis - Rev 1

5/25/2018

Prepared by:

Kelly Daily, P.E.

Civil Engineer NAVFAC MIDLANT PWD Crane Email: kelly.daily@navy.mil Phone: 812-854-6862

B1000 - Bottom Window B2724

Window Description: Bottom Window of B2724 - 500,000 lb 1.1 at 2223 ft

Window Dimensions: The dimensions of the window system follow:

Height 12 in Width 36 in Sill Height 60 in Glazing Bite Specified 0.5 in

Glazing Description: The glazing layup from the interior to the exterior is:

Pane Number Layer Type Name Thickness 1 Glass Annealed 0.115 (in) 1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in) Airgap 0.5 (in) 2 Glass Thermally Tempered 0.219 (in)

An illustration of this layup is shown below:

Airblast Loads: The blast load applied to this window has a peak pressure of 4.2 psi that linearly decays to zero in 1433.78 msec. This corresponds to an impulse of 3010.94 psi-msec.

The airblast load is illustrated below.

Results: When subjected to this blast load WINGARD PE predicts that the window will produce a GSA Performance Condition 1 (No fragments/debris).

B1000 - Mid Window B2724

Window Description: Middle Window of B2724 - 500,000 lb 1.1 at 2223 ft

Sill Height 84 in

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in) linearly decays to zero in 1433.78 msec. This corresponds to an impulse of 3010.94 psi-

B1000 - Top Window B2724

Window Description: Top Window of B2724 - 500,0000 lb 1.1 at 2223 ft

Sill Height 144 in

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in) linearly decays to zero in 1433.78 msec. This corresponds to an impulse of 3010.94 psi-

B1248 - Bottom Window B2724

Window Description: Bottom Window of B2724 - 500,000 lb 1.1 at 2650 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in)

Airblast Loads: The blast load applied to this window has a peak pressure of 4.95 psi that linearly decays to zero in 1771 msec. This corresponds to an impulse of 4383.23 psi-

B1248 - Mid Window B2724

Window Description: Middle Window of B2724 - 500,000 lb 1.1 at 2650 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in) linearly decays to zero in 1771 msec. This corresponds to an impulse of 4383.23 psi-

B1248 - Top Window B2724

Window Description: Top Window of B2724 - 500,000 lb 1.1 at 2650 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in) linearly decays to zero in 1771 msec. This corresponds to an impulse of 4383.23 psi-

B1250 - Bottom Window B2724

Window Description: Bottom Window of B2724 - 400,000 lb 1.1 at 1608 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in)

Airblast Loads: The blast load applied to this window has a peak pressure of 6.6 psi that linearly decays to zero in 939.6 msec. This corresponds to an impulse of 3100.68 psi-

B1250 - Mid Window B2724

Window Description: Middle Window of B2724 - 400,000 lb 1.1 at 1608 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in) linearly decays to zero in 939.6 msec. This corresponds to an impulse of 3100.68 psi-

B1250 - Top Window B2724

Window Description: Top Window of B2724 - 400,000 lb 1.1 at 1608 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in) linearly decays to zero in 939.6 msec. This corresponds to an impulse of 3100.68 psi-

B2728 - Bottom Window B2724

Window Description: Bottom Window of B2724 - 35,000 lb 1.1 at 718 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in)

Airblast Loads: The blast loads from a 35000.00 lb. TNT equivalent explosive device were applied to the window system.

B2728 - Mid Window B2724

Window Description: Middle Window of B2724 - 35,000 lb 1.1 at 718 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in)

B2728 - Top Window B2724

Window Description: Top Window of B2724 - 35,000 lb 1.1 at 718 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in)

B2734 - Bottom Window B2724

Window Description: Bottom Window of B2724 - 6700 lb 1.1 at 348 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in)

Airblast Loads: The blast loads from a 6700.00 lb. TNT equivalent explosive device

B2734 - Mid Window B2724

Window Description: Middle Window of B2724 - 6700 lb 1.1 at 348 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in)

B2734 - Top Window B2724

Window Description: Top Window of B2724 - 6700 lb 1.1 at 348 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in)

B997 - Bottom Window B2724

Window Description: Bottom Window of B2724 - 500,000 lb 1.1 at 2507 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in)

Airblast Loads: The blast load applied to this window has a peak pressure of 3.69 psi that linearly decays to zero in 1729 msec. This corresponds to an impulse of 3190.01 psi-

B997 - Mid Window B2724

Window Description: Middle Window of B2724 - 500,000 lb 1.1 at 2507 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in) linearly decays to zero in 1729 msec. This corresponds to an impulse of 3190.01 psi-

B997 - Top Window B2724

Window Description: Top Window of B2724 - 500,000 lb 1.1 at 2507 ft

1 Laminate PVB (Elastic-Plastic) 0.03 (in) 1 Glass Annealed 0.115 (in) linearly decays to zero in 1729 msec. This corresponds to an impulse of 3190.01 psi-

Calculation Appendix

WINGARD PE 5.5.1 (WINdow Glazing Analysis Response and Design) - AUGUST 2008

Window System = B1000 - Bottom Window B2724

Run Date = 5/25/2018 Time = 6:44:36

WINDOW INPUT

Height = 12.00 in

Width = 36.00 in

Height above floor = 60.00 in

Height to center of window = 66.00 in

Specified Bite = 0.50 in

Opening Area = 432.00 sq in

Percent Critical Damping = 2.00 %

GLAZING PROPERTIES

STATISTICAL GLASS PARAMETERS

Property | Coef. | Static Design | Dynamic Design |

Name | Variation | (Pf) | psi | (Pf) | psi |

Annealed | 0.280 | 8.0 | 4000.0 | 750.0 | 14609.5 |

Thermally Tempered | 0.100 | 1.0 | 16000.0 | 750.0 | 24717.4 |

GLASS

Property | Modulus | Poisson | Density |Max. Defl.|Ductility| Stress |

Name | ksi | Ratio | pcf |(F*thick) | Factor | psi |

Annealed | 10000. | 0.22 | 155.520 | 10.0 | 1.00 | 14609.5 |

Thermally Tempered | 10000. | 0.22 | 155.520 | 10.0 | 1.00 | 24717.4 |

LAMINATE AND FILM

Property | Modulus | Poisson | Density | Strength | Elong. |

Name | ksi | Ratio | pcf | psi |at Break |

PVB (Elastic-Plastic) | 50. | 0.47 | 65.664 | 3000.0 | 2.05 |

GLAZING LAYUP (BEGINS AT INSIDE FACE)

Pane | Plate | Layer |Property |Thickness| Weight | Lam |

No. | No. | No. |Name | in | lb | psf | Factor |

1 | 1 | 1 |Annealed | 0.115 | 4.47 | 1.490 | 0.78 |

1 | 1 | 2 |PVB (Elastic-Plastic) | 0.030 | 0.49 | 0.164 |

1 | 1 | 3 |Annealed | 0.115 | 4.47 | 1.490 |

| 2 | 1 |Airgap | 0.500 | | |

2 | 3 | 1 |Thermally Tempered | 0.219 | 8.51 | 2.838 | 1.00 |

| 0.979 | 17.95 | 5.983 |

AIRBLAST INPUT

Method = Pressure and Time

Time of arrival = 0.00 msec

Pressure = 4.20 psi Input

Positive load ends at = 1433.78 msec

CALCULATED PARAMETERS (BEGINS AT INSIDE FACE)

Pane | Ultimate | Ultimate | Effective | Maximum | Average | Natural |

No. | Resistance | Deflection | Mass | Stiffness | Stiffness | Period |

| psi | in | psi-msec^2| psi/in | psi/in | msec |

1 | 9.40 | 2.24 | 42.391 | 49.585 | 49.024 | 5.84 |

2 | 11.71 | 0.32 | 38.257 | 39.727 | 36.188 | 6.46 |

PEAK EDGE SHEAR GLAZING REACTION LOADS (DYNAMIC)

| Corner | Edge | Total | Avg |

Direction | | Long | Short | Long | Short | Long | Short |

| lb | lb | lb | lb | lb | lb/in | lb/in |

Inward | -100.0 | 1396. | 386. | 1296. | 286. | 36.0 | 23.8 |

Outward | 0.0 | 0. | 0. | 0. | 0. | 0.0 | 0.0 |

In-plane | 8. | 1. | 0.2 | 0.1 |

RESULTS

Pane 1 Does Not Fail

Maximum Displacement = 0.08 in

Time at Maximum Displacement = 9.05 msec

Pane 2 Does Not Fail

Maximum Displacement = 0.16 in

Time at Maximum Displacement = 2.73 msec

Calculation Ends at Time = 65.36 msec

* GSA PERFORMANCE CONDITION 1 | UK HAZARD RATING = NO BREAK *

* Note: This report was produced using WINGARD PE. The developers of *

* this software (GSA and Applied Research Associates,Inc.) highly *

* recommend that all blast-resistant and hazard-mitigating window *

* designs and analyses be performed by trained and qualified blast *

* analysts. The use of this software and all results are controlled *

* by the software license agreement and associated disclaimers. *

Window System = B1000 - Mid Window B2724

Run Date = 5/25/2018 Time = 6:44:37

Width = 36.00 in

Height above floor = 84.00 in

Height to center of window = 90.00 in

Specified Bite = 0.50 in

Property | Coef. | Static Design | Dynamic Design |

Name | Variation | (Pf) | psi | (Pf) | psi |

Name | ksi | Ratio | pcf |(F*thick) | Factor | psi |

Name | ksi | Ratio | pcf | psi |at Break |

No. | No. | No. |Name | in | lb | psf | Factor |

1 | 1 | 1 |Annealed | 0.115 | 4.47 | 1.490 | 0.78 |

1 | 1 | 2 |PVB (Elastic-Plastic) | 0.030 | 0.49 | 0.164 |

1 | 1 | 3 |Annealed | 0.115 | 4.47 | 1.490 |

| 2 | 1 |Airgap | 0.500 | | |

2 | 3 | 1 |Thermally Tempered | 0.219 | 8.51 | 2.838 | 1.00 |

Time of arrival = 0.00 msec

No. | Resistance | Deflection | Mass | Stiffness | Stiffness | Period |

| psi | in | psi-msec^2| psi/in | psi/in | msec |

Direction | | Long | Short | Long | Short | Long | Short |

| lb | lb | lb | lb | lb | lb/in | lb/in |

Inward | -100.0 | 1396. | 386. | 1296. | 286. | 36.0 | 23.8 |

Maximum Displacement = 0.08 in

Time at Maximum Displacement = 9.05 msec

Pane 2 Does Not Fail

Maximum Displacement = 0.16 in

* this software (GSA and Applied Research Associates,Inc.) highly *

* recommend that all blast-resistant and hazard-mitigating window *

* designs and analyses be performed by trained and qualified blast *

* analysts. The use of this software and all results are controlled *

Window System = B1000 - Top Window B2724

Run Date = 5/25/2018 Time = 6:44:37

Width = 36.00 in

Height above floor = 144.00 in

Height to center of window = 150.00 in

Specified Bite = 0.50 in

Property | Coef. | Static Design | Dynamic Design |

Name | Variation | (Pf) | psi | (Pf) | psi |

Name | ksi | Ratio | pcf |(F*thick) | Factor | psi |

Name | ksi | Ratio | pcf | psi |at Break |

No. | No. | No. |Name | in | lb | psf | Factor |

1 | 1 | 1 |Annealed | 0.115 | 4.47 | 1.490 | 0.78 |

1 | 1 | 2 |PVB (Elastic-Plastic) | 0.030 | 0.49 | 0.164 |

1 | 1 | 3 |Annealed | 0.115 | 4.47 | 1.490 |

| 2 | 1 |Airgap | 0.500 | | |

2 | 3 | 1 |Thermally Tempered | 0.219 | 8.51 | 2.838 | 1.00 |

Time of arrival = 0.00 msec

No. | Resistance | Deflection | Mass | Stiffness | Stiffness | Period |

| psi | in | psi-msec^2| psi/in | psi/in | msec |

Direction | | Long | Short | Long | Short | Long | Short |

| lb | lb | lb | lb | lb | lb/in | lb/in |

Inward | -100.0 | 1396. | 386. | 1296. | 286. | 36.0 | 23.8 |

Maximum Displacement = 0.08 in

Time at Maximum Displacement = 9.05 msec

Pane 2 Does Not Fail

Maximum Displacement = 0.16 in

* this software (GSA and Applied Research Associates,Inc.) highly *

* recommend that all blast-resistant and hazard-mitigating window *

* designs and analyses be performed by trained and qualified blast *

* analysts. The use of this software and all results are controlled *

Window System = B1248 - Bottom Window B2724

Run Date = 5/25/2018 Time = 6:44:29

Width = 36.00 in

Height above floor = 60.00 in

Height to center of window = 66.00 in

Specified Bite = 0.50 in

Property | Coef. | Static Design | Dynamic Design |

Name | Variation | (Pf) | psi | (Pf) | psi |

Name | ksi | Ratio | pcf |(F*thick) | Factor | psi |

Name | ksi | Ratio | pcf | psi |at Break |

No. | No. | No. |Name | in | lb | psf | Factor |

1 | 1 | 1 |Annealed | 0.115 | 4.47 | 1.490 | 0.78 |

1 | 1 | 2 |PVB (Elastic-Plastic) | 0.030 | 0.49 | 0.164 |

1 | 1 | 3 |Annealed | 0.115 | 4.47 | 1.490 |

| 2 | 1 |Airgap | 0.500 | | |

2 | 3 | 1 |Thermally Tempered | 0.219 | 8.51 | 2.838 | 1.00 |

Time of arrival = 0.00 msec

Pressure = 4.95 psi Input

Positive load ends at = 1771.00 msec

No. | Resistance | Deflection | Mass | Stiffness | Stiffness | Period |

| psi | in | psi-msec^2| psi/in | psi/in | msec |

Direction | | Long | Short | Long | Short | Long | Short |

| lb | lb | lb | lb | lb | lb/in | lb/in |

Inward | -117.9 | 1646. | 455. | 1528. | 337. | 42.5 | 28.1 |

In-plane | 12. | 2. | 0.3 | 0.2 |

Maximum Displacement = 0.10 in

Time at Maximum Displacement = 9.03 msec

Pane 2 Does Not Fail

Maximum Displacement = 0.18 in

Time at Maximum Displacement = 2.72 msec

* this software (GSA and Applied Research Associates,Inc.) highly *

* recommend that all blast-resistant and hazard-mitigating window *

* designs and analyses be performed by trained and qualified blast *

* analysts. The use of this software and all results are controlled *

Window System = B1248 - Mid Window B2724

Run Date = 5/25/2018 Time = 6:44:32

Width = 36.00 in

Height above floor = 84.00 in

Height to center of window = 90.00 in

Specified Bite = 0.50 in

Property | Coef. | Static Design | Dynamic Design |

Name | Variation | (Pf) | psi | (Pf) | psi |

Name | ksi | Ratio | pcf |(F*thick) | Factor | psi |

Name | ksi | Ratio | pcf | psi |at Break |

No. | No. | No. |Name | in | lb | psf | Factor |

1 | 1 | 1 |Annealed | 0.115 | 4.47 | 1.490 | 0.78 |

1 | 1 | 2 |PVB (Elastic-Plastic) | 0.030 | 0.49 | 0.164 |

1 | 1 | 3 |Annealed | 0.115 | 4.47 | 1.490 |

| 2 | 1 |Airgap | 0.500 | | |

2 | 3 | 1 |Thermally Tempered | 0.219 | 8.51 | 2.838 | 1.00 |

Time of arrival = 0.00 msec

No. | Resistance | Deflection | Mass | Stiffness | Stiffness | Period |

| psi | in | psi-msec^2| psi/in | psi/in | msec |

Direction | | Long | Short | Long | Short | Long | Short |

| lb | lb | lb | lb | lb | lb/in | lb/in |

Inward | -117.9 | 1646. | 455. | 1528. | 337. | 42.5 | 28.1 |

Maximum Displacement = 0.10 in

Time at Maximum Displacement = 9.03 msec

Pane 2 Does Not Fail

Maximum Displacement = 0.18 in

* this software (GSA and Applied Research Associates,Inc.) highly *

* recommend that all blast-resistant and hazard-mitigating window *

* designs and analyses be performed by trained and qualified blast *

* analysts. The use of this software and all results are controlled *

Window System = B1248 - Top Window B2724

Run Date = 5/25/2018 Time = 6:44:34

Width = 36.00 in

Height above floor = 144.00 in

Height to center of window = 150.00 in

Specified Bite = 0.50 in

Property | Coef. | Static Design | Dynamic Design |

Name | Variation | (Pf) | psi | (Pf) | psi |

Name | ksi | Ratio | pcf |(F*thick) | Factor | psi |

Name | ksi | Ratio | pcf | psi |at Break |

No. | No. | No. |Name | in | lb | psf | Factor |

1 | 1 | 1 |Annealed | 0.115 | 4.47 | 1.490 | 0.78 |

1 | 1 | 2 |PVB (Elastic-Plastic) | 0.030 | 0.49 | 0.164 |

1 | 1 | 3 |Annealed | 0.115 | 4.47 | 1.490 |

| 2 | 1 |Airgap | 0.500 | | |

2 | 3 | 1 |Thermally Tempered | 0.219 | 8.51 | 2.838 | 1.00 |

Time of arrival = 0.00 msec

No. | Resistance | Deflection | Mass | Stiffness | Stiffness | Period |

| psi | in | psi-msec^2| psi/in | psi/in | msec |

Direction | | Long | Short | Long | Short | Long | Short |

| lb | lb | lb | lb | lb | lb/in | lb/in |

Inward | -117.9 | 1646. | 455. | 1528. | 337. | 42.5 | 28.1 |

Maximum Displacement = 0.10 in

Time at Maximum Displacement = 9.03 msec

Pane 2 Does Not Fail

Maximum Displacement = 0.18 in

* this software (GSA and Applied Research Associates,Inc.) highly *

* recommend that all blast-resistant and hazard-mitigating window *

* designs and analyses be performed by trained and qualified blast *

* analysts. The use of this software and all results are controlled *

Window System = B1250 - Bottom Window B2724

Run Date = 5/25/2018 Time = 6:44:29

Width = 36.00 in

Height above floor = 60.00 in

Height to center of window = 66.00 in

Specified Bite = 0.50 in

Property | Coef. | Static Design | Dynamic Design |

Name | Variation | (Pf) | psi | (Pf) | psi |

Name | ksi | Ratio | pcf |(F*thick) | Factor | psi |

Name | ksi | Ratio | pcf | psi |at Break |

No. | No. | No. |Name | in | lb | psf | Factor |

1 | 1 | 1 |Annealed | 0.115 | 4.47 | 1.490 | 0.78 |

1 | 1 | 2 |PVB (Elastic-Plastic) | 0.030 | 0.49 | 0.164 |

1 | 1 | 3 |Annealed | 0.115 | 4.47 | 1.490 |

| 2 | 1 |Airgap | 0.500 | | |

2 | 3 | 1 |Thermally Tempered | 0.219 | 8.51 | 2.838 | 1.00 |

Time of arrival = 0.00 msec

Pressure = 6.60 psi Input

Positive load ends at = 939.60 msec

No. | Resistance | Deflection | Mass | Stiffness | Stiffness | Period |

| psi | in | psi-msec^2| psi/in | psi/in | msec |

Direction | | Long | Short | Long | Short | Long | Short |

| lb | lb | lb | lb | lb | lb/in | lb/in |

Inward | -157.3 | 2195. | 607. | 2038. | 450. | 56.6 | 37.5 |

In-plane | 20. | 3. | 0.6 | 0.3 |

Maximum Displacement = 0.13 in

Time at Maximum Displacement = 8.97 msec

Pane 2 Does Not Fail

Maximum Displacement = 0.24 in

Time at Maximum Displacement = 2.70 msec

* this software (GSA and Applied Research Associates,Inc.) highly *

* recommend that all blast-resistant and hazard-mitigating window *

* designs and analyses be performed by trained and qualified blast *

* analysts. The use of this software and all results are controlled *

Window System = B1250 - Mid Window B2724

Run Date = 5/25/2018 Time = 6:44:32

Width = 36.00 in

Height above floor = 84.00 in

Height to center of window = 90.00 in

Specified Bite = 0.50 in

Property | Coef. | Static Design | Dynamic Design |

Name | Variation | (Pf) | psi | (Pf) | psi |

Name | ksi | Ratio | pcf |(F*thick) | Factor | psi |

Name | ksi | Ratio | pcf | psi |at Break |

No. | No. | No. |Name | in | lb | psf | Factor |

1 | 1 | 1 |Annealed | 0.115 | 4.47 | 1.490 | 0.78 |

1 | 1 | 2 |PVB (Elastic-Plastic) | 0.030 | 0.49 | 0.164 |

1 | 1 | 3 |Annealed | 0.115 | 4.47 | 1.490 |

| 2 | 1 |Airgap | 0.500 | | |

2 | 3 | 1 |Thermally Tempered | 0.219 | 8.51 | 2.838 | 1.00 |

Time of arrival = 0.00 msec

No. | Resistance | Deflection | Mass | Stiffness | Stiffness | Period |

| psi | in | psi-msec^2| psi/in | psi/in | msec |

Direction | | Long | Short | Long | Short | Long | Short |

| lb | lb | lb | lb | lb | lb/in | lb/in |

Inward | -157.3 | 2195. | 607. | 2038. | 450. | 56.6 | 37.5 |

Maximum Displacement = 0.13 in

Time at Maximum Displacement = 8.97 msec

Pane 2 Does Not Fail

Maximum Displacement = 0.24 in

* this software (GSA and Applied Research Associates,Inc.) highly *

* recommend that all blast-resistant and hazard-mitigating window *

* designs and analyses be performed by trained and qualified blast *

* analysts. The use of this software and all results are controlled *

Window System = B1250 - Top Window B2724

Run Date = 5/25/2018 Time = 6:44:35

Width = 36.00 in

Height above floor = 144.00 in

Height to center of window = 150.00 in

Specified Bite = 0.50 in

Property | Coef. | Static Design | Dynamic Design |

Name | Variation | (Pf) | psi | (Pf) | psi |

Name | ksi | Ratio | pcf |(F*thick) | Factor | psi |

Name | ksi | Ratio | pcf | psi |at Break |

No. | No. | No. |Name | in | lb | psf | Factor |

1 | 1 | 1 |Annealed | 0.115 | 4.47 | 1.490 | 0.78 |

1 | 1 | 2 |PVB (Elastic-Plastic) | 0.030 | 0.49 | 0.164 |

1 | 1 | 3 |Annealed | 0.115 | 4.47 | 1.490 |

| 2 | 1 |Airgap | 0.500 | | |

2 | 3 | 1 |Thermally Tempered | 0.219 | 8.51 | 2.838 | 1.00 |

Time of arrival = 0.00 msec

No. | Resistance | Deflection | Mass | Stiffness | Stiffness | Period |

| psi | in | psi-msec^2| psi/in | psi/in | msec |

Direction | | Long | Short | Long | Short | Long | Short |

| lb | lb | lb | lb | lb | lb/in | lb/in |

Inward | -157.3 | 2195. | 607. | 2038. | 450. | 56.6 | 37.5 |

Maximum Displacement = 0.13 in

Time at Maximum Displacement = 8.97 msec

Pane 2 Does Not Fail

Maximum Displacement = 0.24 in

* this software (GSA and Applied Research Associates,Inc.) highly *

* recommend that all blast-resistant and hazard-mitigating window *

* designs and analyses be performed by trained and qualified blast *

* analysts. The use of this software and all results are controlled *

Window System = B2728 - Bottom Window B2724

Run Date = 5/25/2018 Time = 6:44:40

Width = 36.00 in

Height above floor = 60.00 in

Height to center of window = 66.00 in

Specified Bite = 0.50 in

Property | Coef. | Static Design | Dynamic Design |

Name | Variation | (Pf) | psi | (Pf) | psi |

Name | ksi | Ratio | pcf |(F*thick) | Factor | psi |

Name | ksi | Ratio | pcf | psi |at Break |

No. | No. | No. |Name | in | lb | psf | Factor |

1 | 1 | 1 |Annealed | 0.115 | 4.47 | 1.490 | 0.78 |

1 | 1 | 2 |PVB (Elastic-Plastic) | 0.030 | 0.49 | 0.164 |

1 | 1 | 3 |Annealed | 0.115 | 4.47 | 1.490 |

| 2 | 1 |Airgap | 0.500 | | |

2 | 3 | 1 |Thermally Tempered | 0.219 | 8.51 | 2.838 | 1.00 |

Method = Charge Weight and Range

(EQUIVALENT TRIANGULAR LOAD)

Equivalence based on = PRESSURE

Explosive type = TNT

Explosive weight = 35000.0 lb

Equivalent weight (TNT) = 35000.0 lb Input

Range = 718.0 ft

Shock velocity = 1.20 ft /msec

Time of arrival = 454.88 msec

INCIDENT PRESSURE

Peak pressure = 2.61 psi

Peak impulse = 129.14 psi-msec

Load duration = 115.06 msec

Pseudo linear duration = 99.01 msec

REFLECTED PRESSURE

Angle of incidence = 90.00 deg

Pr at angle alpha = 2.61 psi

Impulse at angle alpha = 129.14 psi-msec

* Note: Output plots are adjusted to a zero time of arrival. *

No. | Resistance | Deflection | Mass | Stiffness | Stiffness | Period |

| psi | in | psi-msec^2| psi/in | psi/in | msec |

Direction | | Long | Short | Long | Short | Long | Short |

| lb | lb | lb | lb | lb | lb/in | lb/in |

Inward | -61.0 | 851. | 235. | 790. | 174. | 22.0 | 14.5 |

In-plane | 3. | 0. | 0.1 | 0.0 |

Maximum Displacement = 0.05 in

Time at Maximum Displacement = 9.10 msec

Pane 2 Does Not Fail

Maximum Displacement = 0.10 in

* this software (GSA and Applied Research Associates,Inc.) highly *

* recommend that all blast-resistant and hazard-mitigating window *

* designs and analyses be performed by trained and qualified blast *

* analysts. The use of this software and all results are controlled *

Window System = B2728 - Mid Window B2724

Run Date = 5/25/2018 Time = 6:44:39

Width = 36.00 in

Height above floor = 84.00 in

Height to center of window = 90.00 in

Specified Bite = 0.50 in

Property | Coef. | Static Design | Dynamic Design |

Name | Variation | (Pf) | psi | (Pf) | psi |

Name | ksi | Ratio | pcf |(F*thick) | Factor | psi |

Name | ksi | Ratio | pcf | psi |at Break |

No. | No. | No. |Name | in | lb | psf | Factor |

1 | 1 | 1 |Annealed | 0.115 | 4.47 | 1.490 | 0.78 |

1 | 1 | 2 |PVB (Elastic-Plastic) | 0.030 | 0.49 | 0.164 |

1 | 1 | 3 |Annealed | 0.115 | 4.47 | 1.490 |

| 2 | 1 |Airgap | 0.500 | | |

2 | 3 | 1 |Thermally Tempered | 0.219 | 8.51 | 2.838 | 1.00 |

Method = Charge Weight and Range

(EQUIVALENT TRIANGULAR LOAD)

Equivalence based on = PRESSURE

Explosive type = TNT

Explosive weight = 35000.0 lb

Equivalent weight (TNT) = 35000.0 lb Input

Range = 718.0 ft

Shock velocity = 1.20 ft /msec

Time of arrival = 454.88 msec

INCIDENT PRESSURE

Peak pressure = 2.61 psi

Peak impulse = 129.14 psi-msec

REFLECTED PRESSURE

Angle of incidence = 90.00 deg

Pr at angle alpha = 2.61 psi

Impulse at angle alpha = 129.14 psi-msec

* Note: Output plots are adjusted to a zero time of arrival. *

No. | Resistance | Deflection | Mass | Stiffness | Stiffness | Period |

| psi | in | psi-msec^2| psi/in | psi/in | msec |

Direction | | Long | Short | Long | Short | Long | Short |

| lb | lb | lb | lb | lb | lb/in | lb/in |

Inward | -61.0 | 851. | 235. | 790. | 174. | 22.0 | 14.5 |

In-plane | 3. | 0. | 0.1 | 0.0 |

Maximum Displacement = 0.05 in

Time at Maximum Displacement = 9.10 msec

Pane 2 Does Not Fail

Maximum Displacement = 0.10 in

* this software (GSA and Applied Research Associates,Inc.) highly *

* recommend that all blast-resistant and hazard-mitigating window *

* designs and analyses be performed by trained and qualified blast *

* analysts. The use of this software and all results are controlled *

Window System = B2728 - Top Window B2724

Run Date = 5/25/2018 Time = 6:44:38

Width = 36.00 in

Height above floor