Attachment J-Pre Lease Building Security Plan.pdf
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- Solicitation number
- SFO-N4425526RP00018
About this file
This document is a Pre-Lease Building Security Plan (Attachment J) for a federal government office building lease solicitation. The form requires a comprehensive security assessment of a proposed building, including detailed evaluations of physical security features such as perimeter access, utility protections, window systems, emergency lighting, and potential blast mitigation for build-to-suit solicitations. The document mandates that a registered Professional Engineer complete the assessment, documenting building characteristics like exterior materials, utility access security, public access distances, emergency systems, and window-glazing specifications.
Key requirements include providing digital building photos, identifying building dimensions and occupancy types, assessing security vulnerabilities like exterior utility access, describing emergency lighting and power systems, and evaluating window systems using specific federal testing standards. The offeror must attest to bringing the space into compliance with all security criteria, and the Professional Engineer must provide a detailed report with findings and recommended corrective actions. The solicitation emphasizes thorough documentation of building security features, with a particular focus on protecting against potential security threats and ensuring the building meets government security standards.
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Text version
p. 1
Lessor Gov’t
The Offeror must complete a report based on a walk through of the building, parking areas, and structure’s perimeter that includes the review of windows or window systems, facade protection level, and perimeter evaluation.
BUILDING ADDRESS
BUILDING NAME:
BUILDING ADDRESS:
CITY:
STATE:
Year Built: Year Last Renovated:
SIZE AND LAYOUT
The following information applies to (check one):
an existing building a building planned for lease construction
Space offered to Government (By Floor):
Approximate gross area of typical floor (identify atypical floors individually) Building Height in Feet:
Number of Stories Above Grade Number of. Stories Below Grade:
OTHER OCCUPANCIES IN BUILDING (Check All That Apply) Restaurants:
Laboratories:
Storage:
Retail:
Day Care Center:
Other, list:
The Offeror states, as part of this offer, that the proposed space/building is as described below and contains the identified features and devices. Should this exhibit not provide sufficient space to respond adequately to any question, additional pages should be attached.
ATTACHMENT J
PRE-LEASE BUILDING SECURITY PLAN
OFFEROR’S PRE-LEASE BUILDING SECURITY PLAN
EVALUATION FOR AN OFFICE BUILDING
N4425526RP00018
PRE-LEASE BUILDING SECURITY PLAN
p. 2
GENERAL INFORMATION
Provide digital pictures of the building. Include exterior views showing the front of the building and all sides of the building.
Identify the number of stories of the building (above and below grade)
Identify the approximate gross square footage per floor in the building.
Identify the proposed floors offered to the Government to occupy
Exterior Materials Yes No Brick Block Concrete – Precast Concrete – Poured Metal Panels Glass Exterior
Answer each question below, then, identify and discuss measures to be taken to protect and secure utilities.
Question Yes No Is the water supply to the building protected?
Is the main unit of air/ventilation system accessible to the public?
Is the wire closet locked?
Is utility access locked?
Is there exterior access to the electric service?
Is there exterior access to the gas service?
Is there exterior access to the water service?
Is there exterior access to the telephone service?
Is there exterior access to any other heating source?
Is fuel stored within the building?
Are there exterior propane fuel tanks?
For the facilities with exterior propane fuel tanks, are they protected?
p. 3
PERIMETER INFORMATION
General Public Access Distance in Feet Distance in feet from the building to the nearest public street.
Distance in feet from the building to the nearest public on-street parking.
Distance in feet from the building to the nearest public parking lot.
Provide a site sketch showing perimeter distances.
Describe the building’s emergency lighting system.
Identify and describe the lighting levels provided at entrances/exits, garages, parking lots or other adjacent areas to the building to discourage “crimes against persons”.
Identify and describe if emergency power is provided within the building.
If emergency power for life safety systems is provided by generator(s) or UPS systems describe if they are tested and maintained in accordance with NFPA 110 or NFPA 111, as applicable.
Identify and describe any garage or parking area control or surveillance systems in place.
Identify and describe the location of mechanical areas, along with protocol and procedures taken to secure these areas to ensure access by only authorized personnel.
Identify and describe roof access and the roof security, along with protocol and procedures taken to secure the roof to ensure access by only authorized personnel.
Identify and describe alarm/emergency notification system.
Review and evaluate the occupancy emergency plan.
Identify and describe window-glazing system, including, Typical size Thickness of panes Type of frame Type of anchorage Number of windows Type of glass Type of configuration (single-pane, insulated, laminated, etc.)
Security film thickness (if installed) Date film was installed
If the proposed shatter-resistant window film is less than the 0.18 millimeter (7 mil) thickness specified in the SFO, a licensed professional engineer shall complete the evaluation specified below.
p. 4
For Build-to-Suit Solicitations and Alternative Blast Mitigation Proposals
A registered Professional Engineer shall complete the evaluations for window glazing and facade protection. The Professional Engineer’s stamp (professional license) must be placed on the report.
For Build-to-Suit solicitations, identify and describe window systems in accordance with WINGARD 4.1 or later or WINLAC 4.3 software using the test methods provided in the US General Services Administration Standard Test Method for Glazing and Window Systems Subject to Dynamic Overpressure Loadings or F1642-04 Standard Test Method for Glazing and Glazing Systems Subject to Airblast Loadings - ASTM International.
For Build-to-Suit solicitations, identify and describe the facade protection level as prescribed by WINGARD 4.1 or later or WINLAC 4.3 software.
For Build-to-Suit solicitations, identify and describe the distance from the face of the building's exterior to the protected/defended perimeter (i.e., any potential point of explosion), around the complete circumference of the structure’s exterior. This would mean the distance from the building to the curb or other boundary protected by bollards, planters or other barrier. All potential points of explosion must be evaluated that could be accessible by any motorized vehicle (i.e. street, alley, sidewalk, driveway, parking lot).
p. 5
STATEMENT OF PROFESSIONAL ENGINEER
I hereby attest that I have performed an assessment of the subject premises; and that the above information is complete and accurate to the best of my knowledge. I have initialed at the bottom of each page. My official stamp, professional license information, and signature are affixed below.
I HAVE INCLUDED FINDINGS, RECOMMENDED CORRECTIVE ACTION(S), AND MADE
SPECIFIC REFERENCES TO THE APPLICABLE CODE SECTIONS OR SECURITY REFERENCE
DOCUMENTS AS AN ATTACHMENT TO THIS REPORT. SUCH FINDINGS SPECIFICALLY
IDENTIFY INSTANCES WHERE THE BUILDING DOES NOT COMPLY WITH THE SPECIFIED
CRITERIA, AND RECOMMENDATIONS HAVE BEEN MADE IN ORDER TO RECTIFY THE
SITUATION AND ASSURE SUBSTANTIAL COMPLIANCE OF THE BUILDING TO ALL
APPLICABLE CRITERIA.
(if no deficiencies were identified, during the evaluation, please explicitly state so in the findings and recommendations portion of the report)
Signature: Date:
Printed Name:
Name of Firm:
Phone #:( )
License Number:
Stamp Here:
p. 6
OFFEROR’S STATEMENT OF CORRECTION
In the event any of the offered space does not meet the minimum specified performance conditions ‘3b’ using the test methods provided in the US General Services Administration Standard Test Method for Glazing and Window Systems Subject to Dynamic Overpressure Loadings or F1642-04 Standard Test Method for Glazing and Glazing Systems Subject to Airblast Loadings - ASTM International, the Offeror shall attach a sheet describing the exact nature of the deficiency and will bring the offered space up to compliance with all applicable criteria to complete at the Offeror’s sole cost and expense prior to the Government’s acceptance of the offered space under the terms of any prospective lease agreement.
The Offeror shall attest below that the Government may implement all security operating standards.
The base building security standards may include additional performance criteria for facade and setback, if feasible.
NOTE: REPORTS SUBMITTED WITHOUT RECOMMENDED CORRECTIVE ACTIONS WILL BE
RETURNED WITHOUT REVIEW.
Signature: Date:
Printed Name:
Title:
Name of Firm:
File details come from the government source that posted it. Updated .