H680K152043_Design_Analysis_Final.pdf

COVER SHEET

for

HILL AIR FORCE BASE

TRAINING CLASSROOM ADDITION

BUILDING 680

DESIGN ANALYSIS

Date: 26-February-2016

INSTALLATION: HILL AIR FORCE BASE, UTAH

JOB TITLE: TRAINING CLASSROOM ADDITION BUILDING 680

PROJECT NUMBER: KRSM 152043 WO#58149

GSBS PROJECT 2012.079.09

DOCUMENT DESIGN ANALYSIS

DESCRIPTION:

REMARKS: PROJECT MANAGER: ROBERT MILLER

TOC-1

BASIS OF DESIGN

TABLE OF CONTENTS

SECTION ONE: A-E TEAM ............................................................................................ 1-1

SECTION TWO: GENERAL ............................................................................................ 2-1

SECTION THREE: CIVIL .................................................................................................... 3-1

SECTION FOUR: ARCHITECTURAL ............................................................................... 4-1

SECTION FIVE: STRUCTURAL ..................................................................................... 5-1

SECTION SIX: MECHANICAL ...................................................................................... 6-1

SECTION SEVEN: ELECTRICAL ....................................................................................... 7-1

SECTION EIGHT: FIRE PROTECTION ............................................................................ 8-1

APPENDICES: SUPPLEMENTAL DESIGN INFORMATION

APPENDIX A: ARC FLASH STUDY ............................................................................ A-1

APPENDIX B: MECHANICAL CUT SHEETS ............................................................. B-1

APPENDIX C: ELECTRICAL CUT SHEETS ............................................................... C-1

APPENDIX D: STRUCTURAL CALCULATIONS ........................................................ D-1

TOC-2

1-1

SECTION ONE: DESIGN TEAM

The design team for this project is listed below:

ARCHITECT: GSBS Architects 375 West 200 South Salt Lake City, Utah 84101

(801) 521-8600 (801) 521-7913 (Fax) Martin Kemsley, MKemsley@GSBSArchitects.com Erin Holcombe, EHolcombe@GSBSArchitects.com

CIVIL: Caldwell Richards Sorensen 2060 E 2100 S

Salt Lake City, UT 84109

(801) 359-5565 (801) 359-4272 (Fax) Doug Cromar, doug.cromar@crsengineers.com

STRUCTURAL: Reaveley Engineers Associates 675 East 500 South, Suite 400 Salt Lake City, Utah 84102

(801) 486-3883 (801) 485-0911 (Fax) Dorian Adams, dadams@reaveley.com

MECHANICAL: Colvin Engineering Associates 244 West 300 North, Suite 200 Salt Lake City, Utah 84103

(801) 322-2400 (801) 322-2416 (Fax) Glen Morrell, gmorrell@cea-ut.com

ELECTRICAL: Envision Engineering

244 West 300 North, Suite 100 Salt Lake City, Utah 841-3

(801) 428-3396 (801) 534-1080 (Fax) Kit Farley, kfarley@envisioneng.com

FIRE PROTECTION: Protection Consultants Inc.

1199 South Main Street, Suite 101 Centerville, UT 84014-2060

(801) 295-6070 (801) 677-0000 (Fax) Greg Jones, greg@pciut.com

COST CONTROL: Parametrix, Inc.

7186 South Highland Drive Salt Lake City, Utah 84121

(801) 733-5900 (801) 733-5500 (Fax) JR Anzer, parametrix@aol.com mailto:MKemsley@GSBSArchitects.com mailto:EHolcombe@GSBSArchitects.com mailto:doug.cromar@crsengineers.com mailto:dadams@reaveley.com mailto:gmorrell@cea-ut.com mailto:kfarley@envisioneng.com mailto:greg@pciut.com mailto:parametrix@aol.com

1-2

2-1

SECTION TWO: GENERAL

A. PURPOSE

The purpose of this basis of design is to describe to the reviewer how the proposed design will meet the functional and technical requirements of the project in compliance with the appropriate technical criteria.

B. AUTHORIZATION

KRSM 152043 WO#58149

Contract No. FA8201-13-D-0010 Task: 0009

C. CRITERIA

Statement of Work, dated 20 August 2015 Hill Air Force Base Design Standard UFC 1-200-01 General Building Requirements (As referenced by HAFB Design Standard) International Building Code (IBC) 2009 (As referenced by UFC 1-200-01) UFC 3-301-01, Structural Engineering (As referenced by UFC 1-200-01) UFC3-310-04, Seismic Design for Buildings (As referenced by UFC 1-200-01) UFC 3-600-01 Fire Protection Engineering for Facilities Energy Code Mechanical Systems – ASHRAE and SMACNA Standards International Plumbing Code (IPC) Uniform Mechanical Code (ICBO) National Electric Safety Code (ANSI C2) National Electric Code, NFPA 70 NFPA 101 Life Safety Code Uniform Federal Accessibility Standard (UFAS) UFC 3-400-01, Design: Energy Conservation

NEC

75th Communications Squadron for pre-wire & tele-communications (ETL 02-12: Comm. & Information System Criteria for Air Force Facilities Architectural Compatibility: Hill AFB Architectural Compatibility Standard

D. PROJECT DESCRIPTION

New training class room addition on East side of building 680. Addition shall contain two training class rooms, break room expansion, new entry, re-configuration of corridor and equipment platform above ceiling for HVAC.

2-2

3-1

SECTION THREE: CIVIL

A. EXISTING SITE CONDITIONS

A field survey was conducted with survey equipment and used to prepare an existing conditions and topographic survey CAD base map for the design and construction of a Training Classroom Addition to be located on the east side of Building 680. The new addition will contain two training classrooms, break room expansion and equipment platform above ceiling for HVAC. The new addition will require the relocation of several utilities. Existing utilities were located and identified from design and as-built drawings received from HAFB, visible evidence at the surface, and red stakes markings as requested prior to performing the field survey work.

B. EXTERIOR IMPROVEMENTS

The new classroom addition will include a 6’ wide concrete sidewalk around the exterior classroom perimeter. The sidewalk will connect to the existing concrete sidewalk/apron that borders the east side of Building 680.

The existing unimproved area between Building 680 and the existing asphalt road that runs between Buildings 680 and 640 will remain unimproved at this time. The new classroom footprint will disturb a small portion of this unimproved area.

New asphalt pavement is currently being designed concurrent with the classroom addition under a project (KRSM 152041). Said pavement project is expected to be funded and most likely constructed concurrent with or after completion of the classroom addition project.

C. SITE DEMOLITION

Removal of existing concrete sidewalk/apron at Building 680 is required by the building addition. A small area of the existing unimproved ground between Building 680 and the asphalt road on the east side will require clearing and grubbing to construct the classroom addition. Minor regrading will occur upon completion of the building construction tie-in the existing and new improvements.

D. UTILITIES

The new classroom addition will require relocation of the existing 4” natural gas line, 8” culinary waterline, existing fire hydrant, with a temporary extension of the existing 2” water service to Building 680 and a new 2” culinary water service. Roof drain modification due to the new construction are anticipated.

E. HAZARDOUS AND/OR TOXIC WASTE

No special hazardous or toxic waste problems are anticipated at this time.

F. SPECIFICATIONS

Technical specification related to civil engineering work will be prepared and represent the design and demolition work of the site.

3-2

4-1

SECTION FOUR: ARCHITECTURAL

A. ARCHITECTURAL TREATMENT

1. Design Concept

New training classroom addition on East side of building 680. The addition shall contain two training classrooms, break room expansion, new entry, re-configuration of corridor and new equipment platform above ceiling for HVAC. In general, the new addition exterior materials will match the existing materials, such as metal roofing, fascia, and CMU block.

2. Demolition

The existing entrance to Building 680 will be demolished and a new roof structure for the addition will be installed for the classroom addition.

3. New Entry

The new entry matches the existing architectural theme.

4. Roof

A metal standing seam roof will extend to the East over new break room and entry. Roof will be metal standing seam with snow guards to match existing roof. New roof gutters will be provided and tied into existing gutters and downspouts. New roof gutters and will be heat traced.

A new flat built-up roof will be provided over the new class rooms. The existing metal roof will drain onto new flat roof, which will have new primary and secondary/overflow roof drains. Water from the upper hangar roof will follow the existing travel and be discharged onto a splash block on the flat roof. Roof drains have been designed to accommodate the additional water from the upper roof. The existing rain gutter will be removed and the fascia will be removed and modified as required for proper transition and flashing for existing standing seam metal roof to new flat roof. The new flat roof will have a new parapet.

5. Classroom

The classroom addition will encompass two classrooms divided by an operable partition.

These rooms will be set to provide classroom environments for two groups running concurrently. The classrooms will be equipped for smart boards and projectors that will be government furnished. The windows will have both sun shades and black out shades to provide a sufficient projecting environment. Finishes for the classroom will match the existing finishes for the building and will be such that the space can be used for overflow from the break room.

4-2

6. Breakroom

The breakroom will be extended to the east to provide additional seating space as well as some space for personnel computers. Additional vending and refrigerators (government furnished) will be provided for. Access to the equipment platform will be provided through the break room ceiling. This expansion will have new finishes to match existing. New windows will be provided on the east wall to match those that were demolished.

7. Equipment Platform

A new equipment platform will be constructed over the new break room ceiling to house mechanical and electrical equipment. Access will be through an access panel via drop down ladder. Steel guardrails will be provided at all open edges of the equipment platform.

B. CODE ANALYSIS AND TYPE OF CONSTRUCTION

There is no change to the use of the facility. The addition of classrooms and additional breakroom space will add additional occupants and will modify the egress pattern. The new layout meets all current life-safety codes for egress, including 2 exits from each classroom.

See Sheet G002 for Code Analysis.

C. FINISH SCHEDULE AND COLOR SCHEDULE

The finish schedule is on the drawings. Color boards were provided with the 95% submittal.

D. EQUIPMENT SUMMARY

Government Furnished-Contractor Installed (GF-CI):

None.

Government Furnished-Government Installed (GF-GI):

GF-GI equipment includes:

Corridor- (4) vending machines Classroom- Desks and chairs for (40) students Desk, chair and computer for instructors (2) each Wall mounted smart board (2) each, one per classroom Overhead projector (2) each, one per classroom Break Room- Cafeteria type tables for (44) people

(2) Vending machines

(3) Refrigerators

(2) desks with (2) workstations each

(4) computers for workstations listed above

(1) Flat screen television, wall mounted

4-3

E. ACCESSIBILITY DATA

All areas of the new addition conform to the Architectural Barriers Act (ABA) Accessibility Standard for Department of Defense Facilities.

F. MEANS OF EGRESS

There are no unusual or complicated means of egress for this facility. Changes in the exiting paths are very clear and comply with NFPA 101.

4-4

5-1

SECTION FIVE: STRUCTURAL

A. DESCRIPTION OF WORK

The structural scope of work includes the following:

Addition of classroom and break room area to the existing structure. The additions will be framed with Masonry load bearing walls and steel structural shapes for roof framing. A Mezzanine will be provided over the break room. The mezzanine will be framed using Cold-Formed steel joists with a plywood decking.

Steel structural columns and concrete footings will be provided as necessary to support the new structure.

B. DESIGN LOADINGS

The structure is designed to support actual dead loads plus prescribed live loads and load combinations according to the Unified Facilities Criteria (UFC) 1-200-01 which references the International Building Code (IBC) 2012 with exceptions. UFC 3-301-01 defines exceptions for structural loading and UFC 3-310-04 defines exceptions to the seismic design. These loads are as follows:

The facility shall be designed as a Risk Category IV structure.

1. Roof Load:

Roof Live Load ....................................... 20 psf

Ground Snow Load Pg: .......................... 48 psf

Snow Exposure Coefficient Ce: .............. 1.0

Snow Load Importance Factor: .............. 1.2

Roof Snow Load Pf: ............................... 39 psf plus Snow Drift per the IBC

2. Design Based Earthquake Forces per TI 809-04:

Seismic Design Category : ..................... IV

Spectral Response Coefficient, Ss: ........ 1.383 g

Spectral Response Coefficient, S1: ........ 0.480 g

Design Spectral Response Coefficient, SDS: 0.922 g

Design Spectral Response Coefficient, SD1: 0.487 g

Site Class: .............................................. D

Importance Factor, Ie: ............................ 1.5

Seismic design applies to new structure added to existing.

3. Wind Loads:

Importance Factor, Iw: ........................... 1.

Exposure: ............................................... C

Wind Speed (3 second gust) .................. 120 mph

Internal Pressure Coefficient, Gcpi: ........ 0.18

4. Floor Live Loads:

Mezzanine: ............................................ 40 psf (or) 2000 lb

5-2

C. MATERIAL STRENGTHS

1. Concrete (28 day strength):

Slabs on Gravel Fill: …………………………... ....3,000 psi

Suspended Slabs: ..............................................4,000 psi

2. CMU Masonry:

Material Strength: ...............................................2,000psi

Concrete Masonry Units .....................................2,800 psi

Grout: ………………………….............................2,000 psi

3. Reinforcing Steel: ASTM 615 Grade 60, Fy = 60 ksi.

4. Structural Steel

W – shapes: ASTM A992 (Fy = 50 ksi)

HSS Sections: ASTM A500 Gr. B (Fy=46 ksi)

All other shapes and plates: ASTM A36 (Fy = 36 ksi)

5. Wood

Mezzanine Floor: DOC PS 1 or PS 2. Rating: 24 oc or 48/24

6. Cold Formed Steel

Joists and Track: ASTM A570 (Fy=50 ksi)

D. STRUCTURAL SYSTEMS

The existing structural system consists of steel roof trusses supported by wide flange columns; masonry shear and partition walls; and steel roof framing with metal deck. The new structure will include masonry load bearing and shear walls, structural steel framing, and plywood over light gauge steel framing.

E. LATERAL FORCE RESISTING SYSTEM

The existing B680 building was designed for wind loads and for seismic loads per ANSI A58.1-82 “Minimum Design Loads for Buildings and Other Structures.” The lateral-load-resisting-system consisted of masonry shear walls and will remain unaltered. Additions made to the structure will resist lateral loads through new masonry shear walls.

6-1

SECTION SIX: MECHANICAL

A. REFERENCES:

1. UFC 3-410-01FA

2. UFC 1-200-01

3. UFC 3-420-01

4. International Building Code, 2012

5. International Mechanical Code, 2012

6. International Plumbing Code, 2012

7. ASHRAE Standards

8. Hill Air Force Base Design Standards

B. HEATING and COOLING SYSTEM:

1. The break room addition and each new classroom will be provided with a natural gas fired furnace. Each furnace will have a DX cooling coil with outside condensing unit.

2. A new DX air conditioning unit will be provided for Conf. Room 105 with exterior condensing unit.

C. VENTILATION:

1. Ventilation will be provided per ASHRAE standard 62.1 – 2010. Ventilation will be connected to a soffit mounted outside air grille and ducted to each furnace return air duct. Ventilation air will be provided to the new AC-1 unit.

D. DUCTWORK:

1. New supply, return and ventilation ductwork will be provided per SMACNA standards.

E. CONTROLS:

1. New Bacnet compatible wall mounted thermostats will be provided for each furnace unit. AC-1 will have manufacturer supplied Bacnet compatible wall thermostat. Controls connected to EMCS.

2. 2 new HVAC emergency shut down switches will be added to shut down all air moving equipment in building 680.

6-2

F. PLUMBING:

1. New primary and secondary roof drains will be provided for the new flat roof area.

2. Condensate drains will be provided for each cooling coil and routed to existing janitor sink.

3. Natural gas will be provided from the existing building piping and connect to each furnace.

4. New 2” domestic cold water will be routed through the new addition and connect to existing PRV.

7-1

SECTION SEVEN: ELECTRICAL

A. GENERAL PARAMETERS

This Design Analysis is based on building designs complying with the: 2012 Edition of the International Building Code (IBC) for building construction, fire resistance requirement, allowable floor area, building height limitations, and building separation distance requirements; the 2014 Edition of NFPA 70, National Electrical Code, HAFB Base Facility Design Standards and the Unified Facilities Criteria (UFC) 3-501-01, 3-520-01, 3-530-01 and 3-600-01.

B. POWER

1. Electrical systems:

a. Interior Electrical System:

i. Electrical service for the Classroom Addition will be fed from existing panel MDP-B. This panel will feed a new 225 amp, 277/480 volt branch panel, 75 KVA dry type transformer and 225 amp 120/208 volt branch panel.

ii. Receptacles and power circuits:

Receptacles shall be provided in accordance with UFC 3-520-01.

Select stainless steel cover plates for all receptacles. Locate receptacles to serve dedicated loads, miscellaneous loads, and in other locations prescribed by NFPA 70 and the Statement of Work.

b. Emergency Power:

i. Power for emergency egress lighting will be provided by strategically located general lighting fixtures, with self contained emergency battery packs and decorative bug-eyes where appropriate.

2. Grounding:

a. A grounding system per NFPA 70 will be provided:

i. A separate green insulated ground conductor will be provided with all circuits to supplement the conduit ground. Connect ground wire to ground bus in panel, outlet box, and grounding terminal on outlet.

3. Protective Device Coordination Study (Arc Flash)

a. Arc Flash Study:

i. As part of this project, a Protective Device Coordination Study will be provided. We will calculate incident electrical energy faults to provide arc flash labels for the new electrical panels added by this work order

C. LIGHTING

1. General Lighting:

a. Offices:

i. The office spaces will be illuminated with 2x4, lay-in fluorescent troffers. These fixtures will be controlled with occupancy sensors and local switching.

7-2

ii. Emergency egress lighting will be provided by an emergency battery packs located in general lighting fixtures.

D. COMMUNICATIONS

1. General Parameters:

a. 1) HAFB Standards:

i. 75th ABW/SC Communications Squadron, Tab K.

b. Building Telecommunication Cabling System:

i. Provide 4 cat 6 blue cables from the existing communications rack on the first floor to each phone-data location. All telephone service will be VOIP.

c. Testing:

i. The category 6 data transmission system shall be tested to confirm that each CAT 6 telephone & data cable & outlet will transmit data at the industry standard rated capacity of (250 Mbps for CAT 6 data transmissions) per ANSI/TIA/EIA-568B, using the basic link test configuration and level 2 accuracy. Contractor shall provide all necessary test equipment required to properly test the telephone & data cables & outlets.

ii. Cable tests shall be performed with all cables in place. A Cable Status Certificate form shall be used to document cable tests.

Testing shall be performed in accordance with REA Bulletin 345- 63, PC-4 for Shield Continuity, Conductor Insulation Resistance, and DC Loop Resistance Measurements and TIA/EIA-568 for attenuation, capacitance, and near-end crosstalk. All defective pairs, except those noted by the manufacturer in accordance with the applicable cable specifications, shall be made good by the contractor.

E. INTRUSION DETECTION SYSTEM AND ACCESS CONTROL SYSTEM

1. General Parameters:

a. BMS Switches:

i. An Intrusion Detection BMS Switch will be re-located from the exterior Restroom door to the door between the restroom and Hangar.

ii. Existing Corby Pin Pad for IDS shall remain at the east center entrance door to hangar.

iii. The Electronics Shop will provide the design team with equipment specifications for incorporation into the construction drawings.

SECTION EIGHT: FIRE PROTECTION

A. Applicable Codes, Standards and Documents:

1. UFC 3-600-01, 26 September 2006 (with Change 3, 1 March, 2013), Fire Protection for Facilities, Engineering, Design and Construction.

2. NFPA 13 - 2013 edition - Installation of Sprinkler Systems.

3. NFPA 72 – 2013 edition, National Fire Alarm Code.

4. NFPA 101 – 2012 edition, Safety to Life From Fire in Buildings and

Structures.

5. IBC – 2012 edition – International Building Code.

6. Base Facility Design Standard – Hill Air Force Base, 19 March 2014

B. Fire Detection and Alarm:

1. General Scope of Work: Replace existing fire alarm control panel (FACP) with new FACP. New FACP shall include emergency voice alarm capabilities and shall be compatible with all existing fire alarm initiating devices in building. Modify existing fire system protecting portions of Building 680 to be remodeled and expand fire alarm system to protect building addition.

2. Fire Alarm Control Equipment:

a. FACP: Existing FCI FACP to be removed and replaced with new

FACP. New FACP shall be compatible with and connected to all existing fire alarm initiating devices in building. New FACP shall include emergency voice alarm capabilities (audio amplifier, manual paging handset, etc.)

b. Annunciator panel: Existing annunciator panel to be demolished to facilitate demolition of existing building vestibule. Install new annunciator panel in vestibule added as part of building addition.

New annunciator shall be compatible with new FACP and display complete status and allow complete control of fire alarm system for building. Annunciator shall include handset for manual paging through emergency voice alarm system.

c. Existing Monaco fire alarm radio transceiver (located in Comm Room adjacent to remodel/expansion area) for fire alarm system in Building 680 to remain. Existing equipment has sufficient capacity for minor remodel/expansion proposed. All Monaco reporting zones to remain as currently constituted.

3. Initiating Devices:

a. Existing smoke and heat detectors to remain. Detectors are not impacted by remodel/expansion.

b. Manual Pull Stations – Remove existing pull station located in east vestibule to accommodate demolition of vestibule. Retain pull station and relocate/reinstall in new entry.

d. Duct Mounted Smoke Detectors - Existing duct smoke detectors to remain. Detectors are not impacted by remodel/expansion.

e. Fire sprinkler monitoring – existing fire sprinkler water flow and valve supervisory switches to remain. No new water flow or tamper switches will be added. New fire sprinklers for building addition will connect to existing fire sprinkler system for east and west support areas.

4. Notification Appliances: Existing notification appliances throughout building (except remodel areas) to remain. Connect existing notification appliances to new FACP. Install new notification appliances throughout remodel are and building addition to provide occupant notification. New notification appliances shall comply with requirements indicated below:

a. Visible Notification – Install clear strobes to provide visible notification of any fire alarm condition throughout all occupied areas of the building. Strobe intensity shall conform to the requirements of NFPA 72 for the size/configuration of the space in which they are installed. Strobes may be part of a combination unit with audible and visible signaling components

b. Audible Notification – New audible notification appliances will be provided throughout all remodel areas and building addition.

Audible alarms to be speakers. Number, location and volume of all speakers will be sufficient to provide a sound level (attention tone) of 15 dB above average ambient sound levels throughout all areas. In addition, voice instructions shall be intelligible as required by NFPA 72 and HAFB Standards.

5. Interface with Base Fire Reporting System – Existing Monaco fire alarm transceiver to remain. All Monaco reporting zones to remain as currently constituted.

C. Fire Sprinkler System:

1 General Scope of Work – Add and/or relocate existing fire sprinklers as required to accommodate building remodel. Install new fire sprinklers to protect building addition.

2. Wet-pipe Fire Sprinkler System Remodel/Expansion

a. System Extent – Existing building is protected throughout by wet-pipe fire sprinkler systems. In addition to the fire sprinklers, a class I standpipe system (2-1/2” hose valves) is provided for the hangar bay.

b. System Zoning –Existing fire sprinkler system is divided into the following distinct zones. A riser for each zone is provided in the AGE Shop on the west side of the building Zone 1: Hangar Bay North (approx. 49,000 sq ft) Zone 2: Hangar Bay South (approx. 49,000 sq ft) Zone 3: East and West Support Areas (approx. 14,000 sq ft existing with 2,500 sq ft addition. Total area protected will be approximately 16,500 sq ft.)

c. Occupancy Classification – Portions of the building addition and remodel area on main level will meet requirements for classification as HC-1 as defined by FM Global Data Sheet 3-26 (or light hazard as defined by NFPA 13). New equipment platform in building addition will meet requirements for classification as HC-2 as defined by FM Global Data Sheet 3-26 (ordinary hazard group 2 as defined by NFPA 13).

d. Required Fire Sprinkler Design Density:

i. HC-1 - 0.10 gpm/sq. ft.

ii. HC-2 – 0.20 gpm/sq ft

e. Hose Allowance:

i. HC-1 – 100 gpm

ii. HC-2 - 250 gpm

f. Hydraulic Design: Existing fire sprinkler system at expansion area is hydraulically designed to protect a hazard classification of Ordinary Hazard Group 2 (0.20 gpm/sq ft). Hydraulic calculations for classroom addition are provided in Appendix A. Hydraulic calculations for equipment platform are provided in Appendix B.

g. Piping – All new interior piping used for the fire sprinkler system shall be black steel schedule 40 piping conforming to ASTM A53A.

h. Fittings – New fittings shall be threaded, flanged or grooved.

i. Piping Supports – New piping shall be supported from building structure. Hanger components shall be of ferrous materials and be listed for fire protection service. A minimum of 1 hanger will be provided per length of pipe with a maximum distance of 12’ between hangers for piping 1” and 1-1/4” nominal diameter and 15’ between hangers for piping 2” and greater nominal diameter.

j. Sway Bracing – The existing building is located in seismic zone.

Sway bracing will be provided on all new fire sprinkler piping.

Bracing will conform to the requirements of NFPA 13.

3. Fire Protection Water Supply

a. Existing fire sprinkler systems protecting Building 680 are supplied through a 12” connection to the water system serving the east runway areas.

b. Water supply available to fire sprinkler system expansion in Building 680 was determined by performing a fire hydrant flow test on the west side of Building 680 The flow test was conducted January 28, 2016 (See Appendix A):

i. Static Pressure: 64 psi

ii. Residual Pressure: 60 psi

iii. Flow: 2,054 gpm

c. Hydraulic calculations for the fire sprinkler system are included in

Appendix B and C to this report.

d. Required water pressure and flow for Classroom:

i. Design Density: 0.10 gpm/sq. ft.

ii. Design Area: 1,500 sq. ft.

iii. Required Pressure at POC.: 56.8 psi

iv. Required Flow at POC.: 379.3 gpm

v. Available Pressure at POC: 63.8 psi

vi. Pressure Margin: 7.1 psi (11%)

e. Required water pressure and flow for Equipment Platform:

i. Design Density: 0.20 gpm/sq. ft.

ii. Design Area: Entire area

iii. Required Pressure at POC.: 43.2 psi

iv. Required Flow at POC.: 391.3 gpm

v. Available Pressure at POC: 63.8 psi

vi. Pressure Margin: 20.6 psi (32%)

APPENDIX A

WATER FLOW TEST

UT

2.500

GREG JONES (PCI)

01/28/2016 1:15 PM 32 4,790

0.90

WATER FLOW TEST REPORT

PROJECT NAME:

STREET ADDRESS:

CITY: STATE:

TESTED BY: WITNESSED BY:

TEST DATE:

FIRE PROTECTION ENGINEERS

COMMENTS:

PROTECTION CONSULTANTS, INC.

AREA MAP

HYDRANT & FLOW DATA

FORMULA: Q=29.83Cd P

C=0.80

SQUARE

C=0.90

SMOOTH

C=0.97

PLAY PIPE

"RECOMMENDED PRACTICE FOR FIRE FLOW TESTINGFLOW TEST CONDUCTED IN ACCORDANCE WITH NFPA 291

AND MARKING OF HYDRANTS

OUTLET 1: OUTLET 2:

OUTLET 1: PSI OUTLET 2: PSI

OUTLET 1: GPM OUTLET 2: GPM

FLOW OUTLET C-FACTOR:

FLOW HYDRANT (PITOTED):

WATER FLOW VOLUME: TOTAL: GPM

TEST TIME: TEMPERATURE: PROJECT ELEVATION:

FLOW OUTLET DIAMETER: OUTLET 1: INCHES OUTLET 2: INCHES

TEST HYDRANT (GAUGED): STATIC: PSI ELEVATION:RESIDUAL: PSI FT.

Q: FLOW VOLUME d: OUTLET DIAMETER P: PITOT PRESSURE C: COEFFICIENT OF DISCHARGE

C=0.88

PLAY PIPE

45 DEG.

FT.

PSI

PSI

GPM

RESIDUAL:

FLOW:

RESULTS

NORTH

STATIC:

F

1199 SOUTH MAIN STREET, SUITE 101

CENTERVILLE, UTAH 84014

801-295-6070 801-677-0000 FAX

Hill Air Force Base - Building 680

Hill Air Force Base

East Side of Runway

VIRGIL JONES (HAFB FIRE) & TERRY HESS

2.500

0.90

1,061 2,054

2,054

Did not obtain 25% drop between static and residual pressures as recommended by NFPA 291 4.3.6. Flow test is still valid, however, since flow rate during test of 2,054 gpm far exceees the fire sprinkler deman (including hose) of 400 gpm. purpose of test was for fire sprinkler design not fire flow analysis.

RESIDUAL: 60 PSI

STATIC: 64 PSI

GAUGE HYDRANT 6-16

FLOW: 2,054 GPM

PITOT: 35 PSI & 40 PSI

FLOW HYDRANT 6-31

FIRE RISERS

WATER SUPPLY CURVE

EITHER STATIC PRESSURE OR FLOW

DAY OR DURING THE YEAR.

VOLUMES AT A DIFFERENT TIME OF

OF WATER SYSTEM THAT WOULD AFFECT

EXPLAIN ANY VARIABLES IN OPERATION

PROTECTION CONSULTANTS, INC.

(GPM)

FLOW

O

P R

E S

S U

R E P

S I)

FIRE PROTECTION ENGINEERS

N=1.85

WATER FLOW GRAPH

RESULTS

FLOW:

STATIC:

RESIDUAL:

PSI

GPM

PSI

801-295-6070 801-677-0000 FAX

1199 SOUTH MAIN STREET, SUITE 101

CENTERVILLE, UTAH 84014

STATIC: 0 GPM @ 64 PSI

2,054

RESIDUAL: 2054 GPM @ 60 PSI

APPENDIX B

HYDRAULIC CALCULAITONS

CLASSROOM

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1

DATE: 1/29/2016DING 680\CLASSROOM ADDITION\HAFB B680 CLASSROOM - RA-1.SDF

JOB TITLE: HAFB BUILDING 680 CLASSROOM - REMOTE AREA #1

WATER SUPPLY DATA

SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D

NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.

TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)

A 64.0 60.0 2054.0 63.8 379.3 56.8

Required pressure is 7.1 psi (11%) less than available pressure.

AGGREGATE FLOW ANALYSIS:

TOTAL FLOW AT SOURCE 379.3 GPM

TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM

OTHER HOSE STREAM ALLOWANCES 0.0 GPM

TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 279.3 GPM

NODE ANALYSIS DATA

DENSITY

NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT.

(FT) (PSI) (GPM) (FT^2) (GPM/FT^2)

A -5.0 SOURCE 56.8 279.3 - - - - - - - - -

B 1.5 - - - - 53.9 - - - - - - - - - - - -

BFP1 1.5 - - - - 53.9 - - - - - - - - - - - -

BFP2 1.5 - - - - 41.9 - - - - - - - - - - - -

1 1.5 - - - - 41.9 - - - - - - - - - - - - 2 17.0 - - - - 33.7 - - - - - - - - - - - - 3 17.0 - - - - 30.6 - - - - - - - - - - - - 4 17.0 - - - - 30.0 - - - - - - - - - - - - 5 56.0 - - - - 11.9 - - - - - - - - - - - - 6 56.0 - - - - 5.3 - - - - - - - - - - - - 7 17.0 - - - - 21.0 - - - - - - - - - - - - 8 17.0 - - - - 19.9 - - - - - - - - - - - - 9 17.0 - - - - 19.7 - - - - - - - - - - - - 10 17.0 - - - - 19.5 - - - - - - - - - - - - 11 10.0 - - - - 21.7 - - - - - - - - - - - - 12 10.0 - - - - 21.7 - - - - - - - - - - - - 13 20.0 - - - - 18.2 - - - - - - - - - - - - 14 20.0 - - - - 18.2 - - - - - - - - - - - - 15 20.0 - - - - 18.2 - - - - - - - - - - - - 16 10.0 - - - - 19.3 - - - - - - - - - - - - 17 10.0 - - - - 20.9 - - - - - - - - - - - - 18 10.0 - - - - 13.8 - - - - - - - - - - - - 101 9.0 K= 5.60 16.6 22.8 196.0 0.100 0.116 102 9.0 K= 5.60 14.0 20.9 148.0 0.100 0.141 103 9.0 K= 5.60 12.8 20.0 148.0 0.100 0.135 104 9.0 K= 5.60 11.8 19.2 148.0 0.100 0.130 105 7.5 K= 5.60 15.6 22.1 182.0 0.100 0.121 106 7.5 K= 5.60 13.8 20.8 148.0 0.100 0.141 107 7.5 K= 5.60 12.1 19.5 148.0 0.100 0.132 108 7.5 K= 5.60 11.8 19.2 148.0 0.100 0.130 109 7.5 K= 5.60 9.5 17.2 148.0 0.100 0.117

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2

JOB TITLE: HAFB BUILDING 680 CLASSROOM - REMOTE AREA #1

NODE ANALYSIS DATA

DENSITY

NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT.

(FT) (PSI) (GPM) (FT^2) (GPM/FT^2)

110 7.5 K= 5.60 8.4 16.2 148.0 0.100 0.110 111 7.5 K= 5.60 7.4 15.2 148.0 0.100 0.103 112 9.0 K= 5.60 10.6 18.2 182.0 0.100 0.100 113 9.0 K= 5.60 8.8 16.7 148.0 0.100 0.113 114 9.0 K= 5.60 8.1 15.9 148.0 0.100 0.107 115 9.0 K= 5.60 7.4 15.3 148.0 0.100 0.103 201 20.0 - - - - 18.2 - - - - - - - - - - - - 202 20.0 - - - - 18.2 - - - - - - - - - - - - 203 20.0 - - - - 18.2 - - - - - - - - - - - - 204 20.0 - - - - 18.2 - - - - - - - - - - - - 205 20.0 - - - - 18.2 - - - - - - - - - - - - 206 20.0 - - - - 18.2 - - - - - - - - - - - -

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3

JOB TITLE: HAFB BUILDING 680 CLASSROOM - REMOTE AREA #1

PIPE DATA

PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.

END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.

NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)

Pipe: 1 279.3 12.460 PL 100.00 PF 0.0

A -5.0 SRCE 56.8 (N/A) 0.7 140 FTG 2ETG PE -2.8

B 1.5 0.0 53.9 0.0 0.000 TL 296.00 PV

Pipe: 2 279.3 10.020 PL 1.00 PF 0.0

B 1.5 0.0 53.9 0.0 1.1 140 FTG E PE 0.0

BFP1 1.5 0.0 53.9 0.0 0.000 TL 30.26 PV

Pipe: 3 FIXED PRESSURE LOSS DEVICE BFP1 1.5 0.0 53.9 0.0 12.0 psi, 279.3 gpm

BFP2 1.5 0.0 41.9 0.0

Pipe: 4 279.3 10.020 PL 11.00 PF 0.0

BFP2 1.5 0.0 41.9 0.0 1.1 120 FTG ---- PE 0.0

1 1.5 0.0 41.9 0.0 0.000 TL 11.00 PV

Pipe: 5 279.3 4.026 PL 15.50 PF 1.5

1 1.5 0.0 41.9 0.0 7.0 120 FTG TCG PE -6.7

2 17.0 0.0 33.7 0.0 0.024 TL 59.50 PV

Pipe: 6 279.3 4.026 PL 90.00 PF 3.2

2 17.0 0.0 33.7 0.0 7.0 120 FTG 2ET PE 0.0

3 17.0 0.0 30.6 0.0 0.024 TL 130.00 PV

Pipe: 7 279.3 4.026 PL 5.00 PF 0.6

3 17.0 0.0 30.6 0.0 7.0 120 FTG T PE 0.0

4 17.0 0.0 30.0 0.0 0.024 TL 25.00 PV

Pipe: 8 279.3 4.026 PL 39.00 PF 1.2

4 17.0 0.0 30.0 0.0 7.0 120 FTG E PE -16.9

5 56.0 0.0 11.9 0.0 0.024 TL 49.00 PV

Pipe: 9 279.3 4.026 PL 260.00 PF 6.6

5 56.0 0.0 11.9 0.0 7.0 120 FTG E PE 0.0

6 56.0 0.0 5.3 0.0 0.024 TL 270.00 PV

Pipe: 10 279.3 4.026 PL 39.00 PF 1.2

6 56.0 0.0 5.3 0.0 7.0 120 FTG E PE 16.9

7 17.0 0.0 21.0 0.0 0.024 TL 49.00 PV

Pipe: 11 279.3 4.026 PL 35.00 PF 1.1

7 17.0 0.0 21.0 0.0 7.0 120 FTG E PE 0.0

8 17.0 0.0 19.9 0.0 0.024 TL 45.00 PV

Pipe: 12 196.3 4.026 PL 10.00 PF 0.1

8 17.0 0.0 19.9 0.0 4.9 120 FTG ---- PE 0.0

9 17.0 0.0 19.7 0.0 0.013 TL 10.00 PV

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4

JOB TITLE: HAFB BUILDING 680 CLASSROOM - REMOTE AREA #1

PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.

END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.

NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)

Pipe: 13 133.9 3.068 PL 10.00 PF 0.2

9 17.0 0.0 19.7 0.0 5.8 120 FTG ---- PE 0.0

10 17.0 0.0 19.5 0.0 0.024 TL 10.00 PV

Pipe: 14 133.9 3.068 PL 13.00 PF 0.8

10 17.0 0.0 19.5 0.0 5.8 120 FTG ET PE 3.0

11 10.0 0.0 21.7 0.0 0.024 TL 35.00 PV

Pipe: 15 0.0 3.068 PL 8.00 PF 0.0

11 10.0 0.0 21.7 0.0 0.0 120 FTG ---- PE 0.0

12 10.0 0.0 21.7 0.0 0.000 TL 8.00 PV

Pipe: 16 0.0 2.067 PL 3.00 PF 0.0

10 17.0 0.0 19.5 0.0 0.0 120 FTG T PE -1.3

13 20.0 0.0 18.2 0.0 0.000 TL 13.00 PV

Pipe: 17 0.0 2.067 PL 5.00 PF 0.0

13 20.0 0.0 18.2 0.0 0.0 120 FTG E PE 0.0

14 20.0 0.0 18.2 0.0 0.000 TL 10.00 PV

Pipe: 18 0.0 2.067 PL 8.50 PF 0.0

14 20.0 0.0 18.2 0.0 0.0 120 FTG ---- PE 0.0

15 20.0 0.0 18.2 0.0 0.000 TL 8.50 PV

Pipe: 19 83.0 2.067 PL 44.00 PF 3.6

8 17.0 0.0 19.9 0.0 7.9 120 FTG T PE 3.0

16 10.0 0.0 19.3 0.0 0.067 TL 54.00 PV

Pipe: 20 83.0 1.610 PL 6.00 PF 3.1

16 10.0 0.0 19.3 0.0 13.1 120 FTG 2E PE 0.4

101 9.0 5.6 16.6 22.8 0.225 TL 14.00 PV

Pipe: 21 60.2 1.380 PL 10.00 PF 2.6

101 9.0 5.6 16.6 22.8 12.9 120 FTG ---- PE 0.0

102 9.0 5.6 14.0 20.9 0.263 TL 10.00 PV

Pipe: 22 39.3 1.380 PL 10.00 PF 1.2

102 9.0 5.6 14.0 20.9 8.4 120 FTG ---- PE 0.0

103 9.0 5.6 12.8 20.0 0.119 TL 10.00 PV

Pipe: 23 19.2 1.049 PL 8.00 PF 1.0

103 9.0 5.6 12.8 20.0 7.1 120 FTG ---- PE 0.0

104 9.0 5.6 11.8 19.2 0.121 TL 8.00 PV

Pipe: 24 62.4 2.067 PL 37.00 PF 1.8

9 17.0 0.0 19.7 0.0 6.0 120 FTG T PE 3.0

17 10.0 0.0 20.9 0.0 0.039 TL 47.00 PV

Pipe: 25 62.4 1.380 PL 17.00 PF 6.5

17 10.0 0.0 20.9 0.0 13.4 120 FTG 2E PE 1.1

105 7.5 5.6 15.6 22.1 0.281 TL 23.00 PV

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5

JOB TITLE: HAFB BUILDING 680 CLASSROOM - REMOTE AREA #1

PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.

END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.

NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)

Pipe: 26 40.3 1.380 PL 14.00 PF 1.7

105 7.5 5.6 15.6 22.1 8.6 120 FTG ---- PE 0.0

106 7.5 5.6 13.8 20.8 0.125 TL 14.00 PV

Pipe: 27 19.5 1.049 PL 14.00 PF 1.7

106 7.5 5.6 13.8 20.8 7.2 120 FTG ---- PE 0.0

107 7.5 5.6 12.1 19.5 0.124 TL 14.00 PV

Pipe: 28 133.9 2.067 PL 39.00 PF 7.9

11 10.0 0.0 21.7 0.0 12.8 120 FTG T PE 0.0

18 10.0 0.0 13.8 0.0 0.161 TL 49.00 PV

Pipe: 29 67.9 1.610 PL 8.00 PF 3.1

18 10.0 0.0 13.8 0.0 10.7 120 FTG ET PE 1.1

108 7.5 5.6 11.8 19.2 0.155 TL 20.00 PV

Pipe: 30 48.7 1.380 PL 13.00 PF 2.3

108 7.5 5.6 11.8 19.2 10.4 120 FTG ---- PE 0.0

109 7.5 5.6 9.5 17.2 0.177 TL 13.00 PV

Pipe: 31 31.4 1.380 PL 13.50 PF 1.1

109 7.5 5.6 9.5 17.2 6.7 120 FTG ---- PE 0.0

110 7.5 5.6 8.4 16.2 0.079 TL 13.50 PV

Pipe: 32 15.2 1.049 PL 13.50 PF 1.1

110 7.5 5.6 8.4 16.2 5.6 120 FTG ---- PE 0.0

111 7.5 5.6 7.4 15.2 0.078 TL 13.50 PV

Pipe: 33 66.0 1.610 PL 13.00 PF 3.7

18 10.0 0.0 13.8 0.0 10.4 120 FTG ET PE 0.4

112 9.0 5.6 10.6 18.2 0.147 TL 25.00 PV

Pipe: 34 47.8 1.380 PL 10.00 PF 1.7

112 9.0 5.6 10.6 18.2 10.3 120 FTG ---- PE 0.0

113 9.0 5.6 8.8 16.7 0.172 TL 10.00 PV

Pipe: 35 31.2 1.380 PL 10.00 PF 0.8

113 9.0 5.6 8.8 16.7 6.7 120 FTG ---- PE 0.0

114 9.0 5.6 8.1 15.9 0.078 TL 10.00 PV

Pipe: 36 15.3 1.049 PL 8.00 PF 0.6

114 9.0 5.6 8.1 15.9 5.7 120 FTG ---- PE 0.0

115 9.0 5.6 7.4 15.3 0.079 TL 8.00 PV

Pipe: 37 0.0 1.049 PL 2.50 PF 0.0

14 20.0 0.0 18.2 0.0 0.0 120 FTG T PE 0.0

201 20.0 0.0 18.2 0.0 0.000 TL 7.50 PV

Pipe: 38 0.0 1.380 PL 9.00 PF 0.0

14 20.0 0.0 18.2 0.0 0.0 120 FTG T PE 0.0

202 20.0 0.0 18.2 0.0 0.000 TL 15.00 PV

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6

JOB TITLE: HAFB BUILDING 680 CLASSROOM - REMOTE AREA #1

PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.

END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.

NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)

Pipe: 39 0.0 1.049 PL 12.00 PF 0.0

202 20.0 0.0 18.2 0.0 0.0 120 FTG ---- PE 0.0

203 20.0 0.0 18.2 0.0 0.000 TL 12.00 PV

Pipe: 40 0.0 1.049 PL 2.50 PF 0.0

15 20.0 0.0 18.2 0.0 0.0 120 FTG T PE 0.0

204 20.0 0.0 18.2 0.0 0.000 TL 7.50 PV

Pipe: 41 0.0 1.380 PL 9.00 PF 0.0

15 20.0 0.0 18.2 0.0 0.0 120 FTG T PE 0.0

205 20.0 0.0 18.2 0.0 0.000 TL 15.00 PV

Pipe: 42 0.0 1.049 PL 12.00 PF 0.0

205 20.0 0.0 18.2 0.0 0.0 120 FTG ---- PE 0.0

206 20.0 0.0 18.2 0.0 0.000 TL 12.00 PV

NOTES (HASS):

(1) Calculations were performed by the HASS 8.5 computer program under license no. 50010207 granted by HRS Systems, Inc.

208 Southside Square Petersburg, TN 37144

(931) 659-9760

(2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.081 gpm.

(3) Total pressure at each node is used in balancing the system.

Maximum water velocity is 13.4 ft/sec at pipe 25.

(4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report.

(5) PIPE FITTINGS TABLE

Pipe Table Name: STANDARD.PIP

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7

JOB TITLE: HAFB BUILDING 680 CLASSROOM - REMOTE AREA #1

PAGE: A MATERIAL: S40 HWC: 120

Diameter Equivalent Fitting Lengths in Feet

(in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee

1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00

1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00

1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00

2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00

3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00

4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00

10.020 22.00 50.00 16.00 55.00 19.00 5.00 37.00 37.00 50.00

PAGE: D MATERIAL: DIRON HWC: 140

Diameter Equivalent Fitting Lengths in Feet

(in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee

12.460 44.00 98.00 30.00 107.00 34.00 10.00 98.00

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8

JOB TITLE: HAFB BUILDING 680 CLASSROOM - REMOTE AREA #1

W A T E R

S U P P L Y

A N A L Y S I S

S t a t i c p s i

R e s i d p s i

F l o w g p m

F L O W

G P M

N o t e

D a s h e d

L i n e s i n d i c a t e e x t r a p o l a t e d v a l u e s f r o m

T e s t

R e s u l t s

G A U G E P R E S S U R E ( p s i )

A 1 2 B

L E G E N D

C

A v a i l a b l e p r e s s u r e p s i g p m

R e q u i r e d p r e s s u r e p s i g p m

A

S o u r c e

S u p p l y

C u r v e

B

S y s t e m

D e m a n d

C u r v e

C

A v a i l a b l e a t

S o u r c

APPENDIX C

HYDRAULIC CALCULAITONS

EQUIPMENT PLATFORM

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1

DATE: 1/29/2016ING 680\CLASSROOM ADDITION\HAFB B680 EQUIP PLAT - RA-2.SDF

JOB TITLE: HAFB BUILDING 680 EQUIP PLATFORM - REMOTE AREA #2

WATER SUPPLY DATA

SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D

NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.

TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)

A 64.0 60.0 2054.0 63.8 391.3 43.2

Required pressure is 20.6 psi (32%) less than available pressure.

AGGREGATE FLOW ANALYSIS:

TOTAL FLOW AT SOURCE 391.3 GPM

TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM

OTHER HOSE STREAM ALLOWANCES 0.0 GPM

TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 141.3 GPM

NODE ANALYSIS DATA

DENSITY

NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT.

(FT) (PSI) (GPM) (FT^2) (GPM/FT^2)

A -5.0 SOURCE 43.2 141.3 - - - - - - - - -

B 1.5 - - - - 40.4 - - - - - - - - - - - -

BFP1 1.5 - - - - 40.4 - - - - - - - - - - - -

BFP2 1.5 - - - - 28.4 - - - - - - - - - - - -

1 1.5 - - - - 28.4 - - - - - - - - - - - - 2 17.0 - - - - 21.2 - - - - - - - - - - - - 3 17.0 - - - - 20.3 - - - - - - - - - - - - 4 17.0 - - - - 20.1 - - - - - - - - - - - - 5 56.0 - - - - 2.9 - - - - - - - - - - - - 6 56.0 - - - - 1.0 - - - - - - - - - - - - 7 17.0 - - - - 17.6 - - - - - - - - - - - - 8 17.0 - - - - 17.3 - - - - - - - - - - - - 9 17.0 - - - - 17.2 - - - - - - - - - - - - 10 17.0 - - - - 17.0 - - - - - - - - - - - - 11 10.0 - - - - 20.0 - - - - - - - - - - - - 12 10.0 - - - - 20.0 - - - - - - - - - - - - 13 20.0 - - - - 13.3 - - - - - - - - - - - - 14 20.0 - - - - 11.6 - - - - - - - - - - - - 15 20.0 - - - - 11.2 - - - - - - - - - - - - 16 10.0 - - - - 20.3 - - - - - - - - - - - - 17 10.0 - - - - 20.3 - - - - - - - - - - - - 18 10.0 - - - - 20.0 - - - - - - - - - - - - 101 9.0 - - - - 20.8 - - - - - - - - - - - - 102 9.0 - - - - 20.8 - - - - - - - - - - - - 103 9.0 - - - - 20.8 - - - - - - - - - - - - 104 9.0 - - - - 20.8 - - - - - - - - - - - - 105 7.5 - - - - 21.3 - - - - - - - - - - - - 106 7.5 - - - - 21.3 - - - - - - - - - - - -

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2

JOB TITLE: HAFB BUILDING 680 EQUIP PLATFORM - REMOTE AREA #2

NODE ANALYSIS DATA

DENSITY

NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT.

(FT) (PSI) (GPM) (FT^2) (GPM/FT^2)

107 7.5 - - - - 21.3 - - - - - - - - - - - - 108 7.5 - - - - 21.1 - - - - - - - - - - - - 109 7.5 - - - - 21.1 - - - - - - - - - - - - 110 7.5 - - - - 21.1 - - - - - - - - - - - - 111 7.5 - - - - 21.1 - - - - - - - - - - - - 112 9.0 - - - - 20.4 - - - - - - - - - - - - 113 9.0 - - - - 20.4 - - - - - - - - - - - - 114 9.0 - - - - 20.4 - - - - - - - - - - - - 115 9.0 - - - - 20.4 - - - - - - - - - - - - 201 20.0 K= 8.00 10.1 25.4 106.5 0.200 0.238 202 20.0 K= 8.00 9.2 24.2 106.5 0.200 0.228 203 20.0 K= 8.00 7.4 21.7 106.5 0.200 0.204 204 20.0 K= 8.00 9.7 24.9 106.5 0.200 0.234 205 20.0 K= 8.00 8.8 23.8 106.5 0.200 0.223 206 20.0 K= 8.00 7.1 21.3 106.5 0.200 0.200

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3

JOB TITLE: HAFB BUILDING 680 EQUIP PLATFORM - REMOTE AREA #2

PIPE DATA

PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.

END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.

NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)

Pipe: 1 141.3 12.460 PL 100.00 PF 0.0

A -5.0 SRCE 43.2 (N/A) 0.4 140 FTG 2ETG PE -2.8

B 1.5 0.0 40.4 0.0 0.000 TL 296.00 PV

Pipe: 2 141.3 10.020 PL 1.00 PF 0.0

B 1.5 0.0 40.4 0.0 0.6 140 FTG E PE 0.0

BFP1 1.5 0.0 40.4 0.0 0.000 TL 30.26 PV

Pipe: 3 FIXED PRESSURE LOSS DEVICE BFP1 1.5 0.0 40.4 0.0 12.0 psi, 141.3 gpm

BFP2 1.5 0.0 28.4 0.0

Pipe: 4 141.3 10.020 PL 11.00 PF 0.0

BFP2 1.5 0.0 28.4 0.0 0.6 120 FTG ---- PE 0.0

1 1.5 0.0 28.4 0.0 0.000 TL 11.00 PV

Pipe: 5 141.3 4.026 PL 15.50 PF 0.4

1 1.5 0.0 28.4 0.0 3.6 120 FTG TCG PE -6.7

2 17.0 0.0 21.2 0.0 0.007 TL 59.50 PV

Pipe: 6 141.3 4.026 PL 90.00 PF 0.9

2 17.0 0.0 21.2 0.0 3.6 120 FTG 2ET PE 0.0

3 17.0 0.0 20.3 0.0 0.007 TL 130.00 PV

Pipe: 7 141.3 4.026 PL 5.00 PF 0.2

3 17.0 0.0 20.3 0.0 3.6 120 FTG T PE 0.0

4 17.0 0.0 20.1 0.0 0.007 TL 25.00 PV

Pipe: 8 141.3 4.026 PL 39.00 PF 0.3

4 17.0 0.0 20.1 0.0 3.6 120 FTG E PE -16.9

5 56.0 0.0 2.9 0.0 0.007 TL 49.00 PV

Pipe: 9 141.3 4.026 PL 260.00 PF 1.9

5 56.0 0.0 2.9 0.0 3.6 120 FTG E PE 0.0

6 56.0 0.0 1.0 0.0 0.007 TL 270.00 PV

Pipe: 10 141.3 4.026 PL 39.00 PF 0.3

6 56.0 0.0 1.0 0.0 3.6 120 FTG E PE 16.9

7 17.0 0.0 17.6 0.0 0.007 TL 49.00 PV

Pipe: 11 141.3 4.026 PL 35.00 PF 0.3

7 17.0 0.0 17.6 0.0 3.6 120 FTG E PE 0.0

8 17.0 0.0 17.3 0.0 0.007 TL 45.00 PV

Pipe: 12 141.3 4.026 PL 10.00 PF 0.1

8 17.0 0.0 17.3 0.0 3.6 120 FTG ---- PE 0.0

9 17.0 0.0 17.2 0.0 0.007 TL 10.00 PV

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4

JOB TITLE: HAFB BUILDING 680 EQUIP PLATFORM - REMOTE AREA #2

PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.

END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.

NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)

Pipe: 13 141.3 3.068 PL 10.00 PF 0.3

9 17.0 0.0 17.2 0.0 6.1 120 FTG ---- PE 0.0

10 17.0 0.0 17.0 0.0 0.026 TL 10.00 PV

Pipe: 14 0.0 3.068 PL 13.00 PF 0.0

10 17.0 0.0 17.0 0.0 0.0 120 FTG ET PE 3.0

11 10.0 0.0 20.0 0.0 0.000 TL 35.00 PV

Pipe: 15 0.0 3.068 PL 8.00 PF 0.0

11 10.0 0.0 20.0 0.0 0.0 120 FTG ---- PE 0.0

12 10.0 0.0 20.0 0.0 0.000 TL 8.00 PV

Pipe: 16 141.3 2.067 PL 3.00 PF 2.3

10 17.0 0.0 17.0 0.0 13.5 120 FTG T PE -1.3

13 20.0 0.0 13.3 0.0 0.178 TL 13.00 PV

Pipe: 17 141.3 2.067 PL 5.00 PF 1.8

13 20.0 0.0 13.3 0.0 13.5 120 FTG E PE 0.0

14 20.0 0.0 11.6 0.0 0.178 TL 10.00 PV

Pipe: 18 70.0 2.067 PL 8.50 PF 0.4

14 20.0 0.0 11.6 0.0 6.7 120 FTG ---- PE 0.0

15 20.0 0.0 11.2 0.0 0.049 TL 8.50 PV

Pipe: 19 0.0 2.067 PL 44.00 PF 0.0

8 17.0 0.0 17.3 0.0 0.0 120 FTG T PE 3.0

16 10.0 0.0 20.3 0.0 0.000 TL 54.00 PV

Pipe: 20 0.0 1.610 PL 6.00 PF 0.0

16 10.0 0.0 20.3 0.0 0.0 120 FTG 2E PE 0.4

101 9.0 0.0 20.8 0.0 0.000 TL 14.00 PV

Pipe: 21 0.0 1.380 PL 10.00 PF 0.0

101 9.0 0.0 20.8 0.0 0.0 120 FTG ---- PE 0.0

102 9.0 0.0 20.8 0.0 0.000 TL 10.00 PV

Pipe: 22 0.0 1.380 PL 10.00 PF 0.0

102 9.0 0.0 20.8 0.0 0.0 120 FTG ---- PE 0.0

103 9.0 0.0 20.8 0.0 0.000 TL 10.00 PV

Pipe: 23 0.0 1.049 PL 8.00 PF 0.0

103 9.0 0.0 20.8 0.0 0.0 120 FTG ---- PE 0.0

104 9.0 0.0 20.8 0.0 0.000 TL 8.00 PV

Pipe: 24 0.0 2.067 PL 37.00 PF 0.0

9 17.0 0.0 17.2 0.0 0.0 120 FTG T PE 3.0

17 10.0 0.0 20.3 0.0 0.000 TL 47.00 PV

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5

JOB TITLE: HAFB BUILDING 680 EQUIP PLATFORM - REMOTE AREA #2

PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.

END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.

NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)

Pipe: 25 0.0 1.380 PL 17.00 PF 0.0

17 10.0 0.0 20.3 0.0 0.0 120 FTG 2E PE 1.1

105 7.5 0.0 21.3 0.0 0.000 TL 23.00 PV

Pipe: 26 0.0 1.380 PL 14.00 PF 0.0

105 7.5 0.0 21.3 0.0 0.0 120 FTG ---- PE 0.0

106 7.5 0.0 21.3 0.0 0.000 TL 14.00 PV

Pipe: 27 0.0 1.049 PL 14.00 PF 0.0

106 7.5 0.0 21.3 0.0 0.0 120 FTG ---- PE 0.0

107 7.5 0.0 21.3 0.0 0.000 TL 14.00 PV

Pipe: 28 0.0 2.067 PL 39.00 PF 0.0

11 10.0 0.0 20.0 0.0 0.0 120 FTG T PE 0.0

18 10.0 0.0 20.0 0.0 0.000 TL 49.00 PV

Pipe: 29 0.0 1.610 PL 8.00 PF 0.0

18 10.0 0.0 20.0 0.0 0.0 120 FTG ET PE 1.1

108 7.5 0.0 21.1 0.0 0.000 TL 20.00 PV

Pipe: 30 0.0 1.380 PL 13.00 PF 0.0

108 7.5 0.0 21.1 0.0 0.0 120 FTG ---- PE 0.0

109 7.5 0.0 21.1 0.0 0.000 TL 13.00 PV

Pipe: 31 0.0 1.380 PL 13.50 PF 0.0

109 7.5 0.0 21.1 0.0 0.0 120 FTG ---- PE 0.0

110 7.5 0.0 21.1 0.0 0.000 TL 13.50 PV

Pipe: 32 0.0 1.049 PL 13.50 PF 0.0

110 7.5 0.0 21.1 0.0 0.0 120 FTG ---- PE 0.0

111 7.5 0.0 21.1 0.0 0.000 TL 13.50 PV

Pipe: 33 0.0 1.610 PL 13.00 PF 0.0

18 10.0 0.0 20.0 0.0 0.0 120 FTG ET PE 0.4

112 9.0 0.0 20.4 0.0 0.000 TL 25.00 PV

Pipe: 34 0.0 1.380 PL 10.00 PF 0.0

112 9.0 0.0 20.4 0.0 0.0 120 FTG ---- PE 0.0

113 9.0 0.0 20.4 0.0 0.000 TL 10.00 PV

Pipe: 35 0.0 1.380 PL 10.00 PF 0.0

113 9.0 0.0 20.4 0.0 0.0 120 FTG ---- PE 0.0

114 9.0 0.0 20.4 0.0 0.000 TL 10.00 PV

Pipe: 36 0.0 1.049 PL 8.00 PF 0.0

114 9.0 0.0 20.4 0.0 0.0 120 FTG ---- PE 0.0

115 9.0 0.0 20.4 0.0 0.000 TL 8.00 PV

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6

JOB TITLE: HAFB BUILDING 680 EQUIP PLATFORM - REMOTE AREA #2

PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.

END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.

NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)

Pipe: 37 25.4 1.049 PL 2.50 PF 1.5

14 20.0 0.0 11.6 0.0 9.4 120 FTG T PE 0.0

201 20.0 8.0 10.1 25.4 0.202 TL 7.50 PV

Pipe: 38 45.9 1.380 PL 9.00 PF 2.4

14 20.0 0.0 11.6 0.0 9.9 120 FTG T PE 0.0

202 20.0 8.0 9.2 24.2 0.159 TL 15.00 PV

Pipe: 39 21.7 1.049 PL 12.00 PF 1.8

202 20.0 8.0 9.2 24.2 8.1 120 FTG ---- PE 0.0

203 20.0 8.0 7.4 21.7 0.151 TL 12.00 PV

Pipe: 40 24.9 1.049 PL 2.50 PF 1.5

15 20.0 0.0 11.2 0.0 9.2 120 FTG T PE 0.0

204 20.0 8.0 9.7 24.9 0.195 TL 7.50 PV

Pipe: 41 45.1 1.380 PL 9.00 PF 2.3

15 20.0 0.0 11.2 0.0 9.7 120 FTG T PE 0.0

205 20.0 8.0 8.8 23.8 0.154 TL 15.00 PV

Pipe: 42 21.3 1.049 PL 12.00 PF 1.8

205 20.0 8.0 8.8 23.8 7.9 120 FTG ---- PE 0.0

206 20.0 8.0 7.1 21.3 0.146 TL 12.00 PV

NOTES (HASS):

(1) Calculations were performed by the HASS 8.5 computer program under license no. 50010207 granted by HRS Systems, Inc.

208 Southside Square Petersburg, TN 37144

(931) 659-9760

(2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.085 gpm.

(3) Total pressure at each node is used in balancing the system.

Maximum water velocity is 13.5 ft/sec at pipe 17.

(4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report.

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7

JOB TITLE: HAFB BUILDING 680 EQUIP PLATFORM - REMOTE AREA #2

(5) PIPE FITTINGS TABLE

Pipe Table Name: STANDARD.PIP

PAGE: A MATERIAL: S40 HWC: 120

Diameter Equivalent Fitting Lengths in Feet

(in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee

1.049 2.00 5.00 2.00…