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HEFFERNAN HOLLAND MORGAN

A R C H I T E C T U R E

3 1 2 S O UT H A LC A NI Z S T R E E T P EN S A C O LA , F L O R I DA 3 2 5 0 2 8 5 0 4 3 3 2 7 9 9 A A C 0 0 1 9 4 2 H H M A .C OM

FTEV 16-1066 FA4417-16-R-0025

CONSTRUCT TRAINING FACILITY 2 CSWW BLDG 91068 HURLBURT FIELD, FL Final Fast-track Site/Utilities/Structural 100% Unreviewed Submittal – Not For Construction Submittal

DESIGN ANALYSIS 10 JANUARY 2017

CONSTRUCT TRAINING FACILITY, 2 CSWW, BLDG. 91038 FTFA 16-1041 HURLBURT, FLORIDA

FIRE PROTECTION DESIGN ANALYSIS 1

FIRE PROTECTION DESIGN ANALYSIS 100% UNREVIEWED SUBMITTAL

DESIGN CRITERIA:

UFC 3-600-01, Fire Protection Engineering for Facilities, 8 Aug 2016 NFPA 13, Standard for the Installation of Sprinkler Systems NFPA 13R, Standard for the Installation of Sprinkler Systems in Low-Rise Residential

Occupancies NFPA 291, Recommended Practice for Fire Flow Testing and Marking of Hydrants NFPA 20, Standard for the Installation of Stationary Pumps for Fire Protection UL, Underwriters Laboratories

SPRINKLER SYSTEM DESCRIPTION 1. A new Training and Testing Facility is to be constructed. The new facility will require a wet

pipe fire suppression system to be installed. 2. A new 6” main will be tapped off the base water main and routed underground to provide

water for the new wet pipe fire sprinkler system in the new Training Facility. The riser will be sized to serve the new facility and located inside the mechanical room.

3. The new system shall be provided with a wet pipe riser including a backflow preventer, alarm check valve, flow switch, FDC and BFP forward flow test assembly. The new system shall also include piping and heads to sprinkle the building and protect the Architectural layout of the facility.

4. Piping 2” in diameter and smaller shall be threaded. Piping larger than 2” shall be welded, flanged, threaded, or groove connections. Piping shall be schedule 40 black steel.

5. The new wet pipe sprinkler system shall be designed and installed per ufc-3-600-01, 8Aug16; NFPA 13; the specifications; and the approval of the Authority Having Jurisdiction (AHJ).

HAZARD CLASSIFICATION 1. Hazard Classification: Light Hazard:

a. System Training 109 b. Unisex toilet 108 c. Offices 104-106 d. Entry 101 e. Corridor 107 f. Conference 102 g. Server room 103

2. Hazard Classification: Ordinary Hazard:

a. Mechanical 110

INDEX I. ARCHITECTURAL DESIGN ANALYSIS II. STRUCTURAL DESIGN ANALYSIS III. CIVIL DESIGN ANALYSIS IV. MECHANICAL DESIGN ANALYSIS V. PLUMBING DESIGN ANALYSIS VI. FIRE PROTECTION DESIGN ANALYSIS VII. ELECTRICAL/TELECOMMUNICATIONS DESIGN ANALYSIS VIII. MEETING MINUTES

ARCHITECTURAL DESIGN ANALYSIS

STRUCTURAL DESIGN ANALYSIS

CIVIL DESIGN ANALYSIS

MECHANICAL DESIGN ANALYSIS

PLUMBING DESIGN ANALYSIS

FIRE PROTECTION DESIGN ANALYSIS

ELECTRICAL/TELECOMMUNICATIONS DESIGN ANALYSIS

MEETING MINUTES

CONSTRUCT TRAINING FACILITY, 2 CSWW, BLDG. 91038 FTFA 16-1041 HURLBURT, FLORIDA

PLUMBING DESIGN ANALYSIS 1

PLUMBING DESIGN ANALYSIS 100% UNREVIEWED SUBMITTAL

DESIGN CRITERIA:

ASHRAE 90.1-2010, (I-P Edition) -- Energy Standard for Buildings Except Low-Rise

Residential Buildings UFC 1-200-01- General Building Requirements UFC 3-400-01, Energy Conservation UFC 3-420-01, Plumbing Systems UFC 3-420-01FA- Design: Plumbing Systems National Electric Code ASHRAE Handbooks- Latest Edition ASTM B 32, Solder Metal ASTM Standards – American Society of Testing and Materials EPACT 05 Energy Policy Act 2005 IBC - International Building Code IMC- International Mechanical Code IPC- International Plumbing Code MSS SP 69 – Manufacturers Standardization Society of the Valve and Fittings Industry Inc. –

Pipe Hangers and Supports – Selection and Application Uniform Federal Accessibility Standards, FED-STD-795 DESCRIPTION: All plumbing fixtures shall be water conservative type with manual faucets, flush valves and controls. Restroom and mechanical room shall have a floor drain. All floor drain p-traps shall be kept primed with the use of an approved trap primer device. Restroom shall be equipped with handicap accessible fixtures. Water pipe and fittings shall be Type “K” soft (below slab) and Type “L” hard copper tubing (above slab). Water supply piping shall be installed above ceilings. Fittings shall be copper. Valves shall be full port design ball valves. Drain, waste & vent pipe and fittings shall be PVC-DWV. Water and sanitary sewer piping shall terminate 5’ outside of building.

CONSTRUCT TRAINING FACILITY 2 CWSS BLD 91068 FTEV 16-1066 HURLBURT FIELD, FL FA4417-16-R-0025

ARCHITECTURAL DESIGN ANALYSIS 1

ARCHITECTURAL DESIGN ANALYSIS Final Fast-track Site/Utilities/Structural

100% Unreviewed Submittal – Not For Construction Submittal GENERAL DESCRIPTION:

This project consists of the construction of approximately 2,496 sf of new Training Facility for 2 CWSS at Hurlburt Field, Florida, adjacent to existing Building 91024. The work includes a Conference Room, Equipment Room with recessed slab and computer access floor system, three offices, a Unisex Handicap Accessible Restroom, SYS Training Room, and Mechanical Room.

The building structure will consist of a pre-engineered metal building system with turn-down 6” thick reinforced concrete slab. Exterior walls will be 4” painted split-face CMU, air space, air and vapor barrier over ½” thick fiberglass-reinforced exterior gypsum sheathing over 6” 18GA galvanized steel studs at 16” O.C. max., with 5/8” Type ‘X’ mold and moisture-resistant gypsum board on the interior, painted. All stud cavities shall be completely filled solid with batt insulation, full height of walls. Exterior wall construction and finishes shall extend to the underside of the roof deck and shall be sealed against air and moisture intrusion. Roof shall be pre-finished standing seam metal, color and slope (3:12) to match adjacent Building 91024, over metal building purlins with thermal spacers. Roof insulation shall be R-30 vinyl-faced batt equal to Simple Saver System. Exterior doors and frames shall be galvanized steel, painted, complying with AT/FP requirements of UFC 4-010-01, for low-level of protection with explosive weight II, tested in accordance with ASTM F 2247. Exterior doors shall be insulated, and complete with all required hardware. All exterior doors shall be covered with a metal canopy system. Exterior windows shall be located at the Conference Room, and large office. They shall be 48” x 48” pre-finished fixed aluminum, and shall comply with AT/FP requirements.

Interior walls will consist of 3-5/8” 20GA galvanized steel studs at 16” O.C. with 5/8” thick Type ‘X’ gypsum board both sides, painted, with 3” thick unfaced sound batt insulation all stud cavities, full height of walls, which shall extend to, and seal to, bottom of roof deck to provide STC 45 minimum. Interior gypsum board at restroom shall be 5/8” thick Type ‘X’ mold and moisture-resistant, and shall have 48” high ceramic tile wainscot. All other gypsum board shall be painted. All stud walls (interior and exterior) shall have solid blocking wherever wall-mounted equipment (whether Government furnished or Contractor furnished) is to be installed. Outside corners of gypsum board walls in high-use areas shall have solid, integral color corner guards from top of base to ceiling.

Ceilings shall be 2’x2’ suspended acoustical ceiling tile and grid system with the exception of the mechanical room which shall have an exposed, painted ceiling.

Offices, SYS Training Room and Conference Room shall have carpet tile and 4” high rubber base. Entry/Corridor floor shall be porcelain tile with 4” high tile base.

Provide interior and exterior signage.

Mechanical Room shall have clear sealed concrete floor slab with 4” high rubber base.

Interior doors shall be solid core flush wood, factory-finished in painted galvanized steel door frames, complete with all required hardware. Doors to the Equipment Room shall be half-glass, and swing 180 degrees.


ARCHITECTURAL DESIGN ANALYSIS 2

SYS Training Room shall have plastic laminate clad storage cabinet and adjustable shelves. Final design/configuration requires User input.

DESIGN CRITERIA:

Hurlburt Base Standard Specifications National Fire Protection Agency (NFPA) Life Safety Code 101, 2015 ADA-ABA Accessibility Guidelines, current version ASTM F 2247 Standard Test Method for Metal Doors Used in Blast Resistant

Applications (Equivalent Static Load Method) International Building Code, 2015 IAW UFC 1-200-01 UFC 3-600-01 Fire Protection Engineering for Facilities UFC 3-101-01 Architecture UFC 4-010-01(Dated 9 February 2012) DoD Minimum Antiterrorism Standards for

Buildings

CONSTRUCT TRAINING FACILITY, 2 CSWW, BLDG. 91038 FTEV 16-1066 HURLBURT FIELD, FLORIDA

MECHANICAL DESIGN ANALYSIS 1

MECHANICAL DESIGN ANALYSIS 100% UNREVIEWED SUBMITTAL

CODES AND REFERENCES

The International Mechanical Code The International Building Code ASHRAE Standard 62.1 - 2010 “Ventilation for Acceptable Indoor Air Quality” ASHRAE 90.1 - 2010 “Energy Standard for Buildings Except Low-Rise Residential Buildings” ASHRAE 55-2004 UFC 3-410-01-FA Design: Heating, Ventilating, and Air Conditioning MECHANICAL - SYSTEM DESCRIPTION

The new training facility will have three separate air conditioning zones. The first zone is to be for the training room. The training room consists of 20 occupants, with laptops, a smartboard, and a large monitor. This area will be served by a single zone direct expansion heat pump air conditioning system. The second zone will consist of three offices, a hallway, and a conference room. This area will also be served by a single zone direct expansion heat pump air conditioning system. The third zone is a semi-server room, that consists of rack servers, switches, and about 10 computers. There will be room for 6 occupants to work. This area will be served by two mini-split AC units that will be mounted on the south wall. The first two heat pumps, serving the training area and the conference area, will be installed inside the mechanical room, in the northwest quadrant of the building. Condensate will be evacuated via a drain in the mech room floor. The outdoor heat pump units will sit on a concrete pad, and the refrigerant piping is to be ran underground. The outdoor units that serve the mini-split units are to be mounted atop of a concrete pad just south of the walk way that surrounds the new building. Condensate and refrigerant piping is to be routed underground, and condensate to be routed to a dry well.

CONSTRUCT TRAINING FACILITY, 2 CSWW FTEV 16-1066 HURLBURT FIELD, FLORIDA

MECHANICAL DESIGN ANALYSIS

MECHANICAL CALCULATIONS

AHU-1 Training Input DataProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:40PM

1. General Details: Air System Name AHU-1 Training Equipment Type Split AHU Air System Type Single Zone CAV Number of zones 1

2. Ventilation System Components:Ventilation Air Data: Airflow Control Constant Ventilation Airflow Ventilation Sizing Method ASHRAE Std 62.1-2013 Unocc. Damper Position Closed Damper Leak Rate 0 % Outdoor Air CO2 Level 400 ppm

Dehumidification Data: Maximum RH Setpoint 50 %

Central Cooling Data: Supply Airflow Rate 1020.0 CFM Coil Bypass Factor 0.100 Cooling Source Air-Cooled DX Schedule JFMAMJJASOND Capacity Control Cycled or Staged Capacity - Fan On

Central Heating Data: Supply Temperature 95.0 °F Heating Source Electric Resistance Schedule JFMAMJJASOND Capacity Control Cycled or Staged Capacity - Fan On

Supply Fan Data: Fan Type Forward Curved Configuration Draw-thru Fan Performance 0.50 in wg Overall Efficiency 54 % Fan Control 1-speed fan, cooling and heating

Duct System Data: Supply Duct Data: Duct Heat Gain 5 % Duct Leakage 5 %

Return Duct or Plenum Data: Return Air Via Ducted Return

3. Zone Components:Space Assignments:

Zone 1: Zone 1 Training Rm 109 x1

Thermostats and Zone Data: Zone All Cooling T-stat: Occ. 75.0 °F Cooling T-stat: Unocc. 80.0 °F Heating T-stat: Occ. 70.0 °F Heating T-stat: Unocc. 65.0 °F T-stat Throttling Range 4.00 °F Diversity Factor 100 % Direct Exhaust Airflow 0.0 CFM Direct Exhaust Fan kW 0.0 kW

Thermostat Schedule OCC Unoccupied Cooling is Available

Supply Terminals Data: Zone All Terminal Type Diffuser Minimum Airflow 0.00 CFM/person

Zone Heating Units:

Hourly Analysis Program v5.00 Page 1 of 2

AHU-1 Training Input DataProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:40PM

Zone All Zone Heating Unit Type None

Zone Unit Heat Source Electric Resistance Zone Heating Unit Schedule JFMAMJJASOND

4. Sizing Data (Computer-Generated):System Sizing Data: Sizing Data: Cooling Supply Temperature 60.7 °F Supply Fan Airflow 1020.0 CFM Ventilation Airflow 187.6 CFM Heating Supply Temperature 95.0 °F

Hydronic Sizing Specifications: Chilled Water Delta-T 10.0 °F Hot Water Delta-T 20.0 °F

Safety Factors: Cooling Sensible 10 % Cooling Latent 10 % Heating 10 %

Zone Sizing Data: Zone Airflow Sizing Method Sum of space airflow rates Space Airflow Sizing Method Individual peak space loads

Zone Supply Airflow Zone Htg Unit Reheat Coil - (CFM) (MBH) (MBH) (CFM)

1 969.0 - -

5. Equipment DataCentral Cooling Unit - Air-Cooled DX Estimated Maximum Load 36.3 MBH Design OAT 95.0 °F Equipment Sizing Auto-Sized Capacity Oversizing Factor 0 % ARI Performance Rating 11.000 EER DX System Configuration 1-stage compression, 1 circuit Conventional Cutoff OAT 55.0 °F Low Temperature Operation Used Low Temperature Cutoff OAT 0.0 °F


Air System Sizing Summary for AHU-1 TrainingProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:38PM

Air System Information Air System Name AHU-1 Training Equipment Class SPLT AHU Air System Type SZCAV

Number of zones 1Floor Area 835.0 ft²Location Hurlburt Field, Florida

Sizing Calculation Information Calculation Months Jan to Dec Sizing Data Calculated

Zone CFM Sizing Sum of space airflow ratesSpace CFM Sizing Individual peak space loads

Central Cooling Coil Sizing Data Total coil load 3.0 Tons Total coil load 36.3 MBH Sensible coil load 25.7 MBH Coil CFM at Jun 1500 1020 CFM Max block CFM 1020 CFM Sum of peak zone CFM 1020 CFM Sensible heat ratio 0.708 ft²/Ton 275.7 BTU/(hr·ft²) 43.5 Water flow @ 10.0 °F rise N/A

Load occurs at Jun 1500OA DB / WB 94.0 / 78.0 °FEntering DB / WB 80.3 / 67.4 °FLeaving DB / WB 56.9 / 55.8 °FCoil ADP 54.4 °FBypass Factor 0.100Resulting RH 50 %Design supply temp. 60.7 °FZone T-stat Check 1 of 1 OKMax zone temperature deviation 0.0 °F

Central Heating Coil Sizing Data Max coil load 11.7 MBH Coil CFM at Des Htg 1020 CFM Max coil CFM 1020 CFM Water flow @ 20.0 °F drop N/A

Load occurs at Des HtgBTU/(hr·ft²) 14.0Ent. DB / Lvg DB 61.5 / 72.1 °F

Supply Fan Sizing Data Actual max CFM 1020 CFM Standard CFM 1019 CFM Actual max CFM/ft² 1.22 CFM/ft²

Fan motor BHP 0.14 BHPFan motor kW 0.11 kWFan static 0.50 in wg

Outdoor Ventilation Air Data Design airflow CFM 188 CFM CFM/ft² 0.22 CFM/ft²

CFM/person 9.38 CFM/person


Zone Sizing Summary for AHU-1 TrainingProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:38PM

Air System Information Air System Name AHU-1 Training Equipment Class SPLT AHU Air System Type SZCAV




Zone Terminal Sizing Data

Zone Name

DesignSupplyAirflow(CFM)

MinimumSupplyAirflow(CFM)

ZoneCFM/ft²

ReheatCoilLoad

(MBH)

ReheatCoil

Watergpm

@ 20.0 °F

ZoneHtg Unit

CoilLoad

(MBH)

ZoneHtg UnitWatergpm

@ 20.0 °F

MixingBox FanAirflow(CFM)

Zone 1 969 969 1.16 0.0 - 0.0 - 0

Zone Peak Sensible Loads

Zone Zone Zone Cooling Time of Heating Floor

Sensible Peak Sensible Load AreaZone Name (MBH) Cooling Load (MBH) (ft²)

Zone 1 15.0 Jul 1300 3.2 835.0

Space Loads and Airflows

Zone Name / Space Name Mult.

CoolingSensible

(MBH)

Time ofPeak

SensibleLoad

AirFlow(CFM)

HeatingLoad

(MBH)

FloorArea(ft²)

SpaceCFM/ft²

Zone 1 Training Rm 109 1 15.0 Jul 1300 969 3.2 835.0 1.16


Ventilation Sizing Summary for AHU-1 TrainingProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:38PM

1. Summary Ventilation Sizing Method ASHRAE Std 62.1-2013 Design Condition Heating operation Occupant Diversity (D) 1.000 Uncorrected Outdoor Air Intake (Vou) 150 CFM System Ventilation Efficiency (Ev) 1.000 Outdoor Air Intake (Vot) 188 CFM

2. Space Ventilation Analysis

Supply Air

(CFM)

Space Floor Area(ft²)

Area Outdoor Air Rate

(CFM/ft²)

Time Averaged

Occupancy(Occupants)

People Outdoor Air

Rate(CFM/person)

Air Distribution

Effectiveness

Space Outdoor Air

(CFM)

Breathing Zone Outdoor

Air(CFM)

Space Ventilation Efficiency

Zone Name / Space Name Mult. (Vpz) (Az) (Ra) (Pz) (Rp) (Ez) (Voz) (Vbz) (Evz)

Zone 1

Training Rm 109 1 969 835.0 0.06 20.0 5.00 0.80 188 150 1.000

Totals (incl. Space Multipliers) 969 150 1.000


Air System Design Load Summary for AHU-1 TrainingProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:38PM

DESIGN COOLING DESIGN HEATING

COOLING DATA AT Jun 1500 HEATING DATA AT DES HTG COOLING OA DB / WB 94.0 °F / 78.0 °F HEATING OA DB / WB 25.0 °F / 23.6 °F

Sensible Latent Sensible LatentZONE LOADS Details (BTU/hr) (BTU/hr) Details (BTU/hr) (BTU/hr)

Window & Skylight Solar Loads 0 ft² 0 - 0 ft² - -

Wall Transmission 578 ft² 560 - 578 ft² 1151 -

Roof Transmission 880 ft² 1349 - 880 ft² 1198 -

Window Transmission 0 ft² 0 - 0 ft² 0 -

Skylight Transmission 0 ft² 0 - 0 ft² 0 -

Door Loads 18 ft² 190 - 18 ft² 527 -

Floor Transmission 835 ft² 0 - 835 ft² 0 -

Partitions 0 ft² 0 - 0 ft² 0 -

Ceiling 0 ft² 0 - 0 ft² 0 -

Overhead Lighting 835 W 2849 - 0 0 -

Task Lighting 0 W 0 - 0 0 -

Electric Equipment 1060 W 3617 - 0 0 -

People 20 4900 4100 0 0 0

Infiltration - 0 0 - 0 0

Miscellaneous - 0 0 - 0 0

Safety Factor 10% / 10% 1346 410 10% 288 0

>> Total Zone Loads - 14811 4510 - 3163 0

Zone Conditioning - 13989 4510 - 2842 0

Plenum Wall Load 0% 0 - 0 0 -

Plenum Roof Load 0% 0 - 0 0 -

Plenum Lighting Load 0% 0 - 0 0 -

Return Fan Load 1020 CFM 0 - 1020 CFM 0 -

Ventilation Load 188 CFM 3391 6107 188 CFM 9048 0

Supply Fan Load 1020 CFM 378 - 1020 CFM -378 -

Space Fan Coil Fans - 0 - - 0 -

Duct Heat Gain / Loss 5% 741 - 5% 158 -

>> Total System Loads - 18499 10617 - 11670 0

Central Cooling Coil - 25727 10617 - 0 0

Central Heating Coil - -7229 - - 11670 -

>> Total Conditioning - 18499 10617 - 11670 0

Key: Positive values are clg loads Positive values are htg loads Negative values are htg loads Negative values are clg loads


Zone Design Load Summary for AHU-1 TrainingProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:38PM

Zone 1 DESIGN COOLING DESIGN HEATING

COOLING DATA AT Jul 1300 HEATING DATA AT DES HTG COOLING OA DB / WB 93.3 °F / 77.6 °F HEATING OA DB / WB 25.0 °F / 23.6 °F

OCCUPIED T-STAT 75.0 °F OCCUPIED T-STAT 70.0 °F







Door Loads 18 ft² 184 - 18 ft² 527 -







People 20 4900 4100 0 0 0



Safety Factor 10% / 10% 1362 410 10% 288 0

>> Total Zone Loads - 14985 4510 - 3163 0


Space Design Load Summary for AHU-1 TrainingProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:38PM

TABLE 1.1.A. Component Loads For Space "Training Rm 109" In Zone "Zone 1"


COOLING DATA AT Jul 1300 HEATING DATA AT DES HTG

COOLING OA DB / WB 93.3 °F / 77.6 °F HEATING OA DB / WB 25.0 °F / 23.6 °F


Sensible Latent Sensible Latent

SPACE LOADS Details (BTU/hr) (BTU/hr) Details (BTU/hr) (BTU/hr)






Door Loads 18 ft² 184 - 18 ft² 527 -







People 20 4900 4100 0 0 0



Safety Factor 10% / 10% 1362 410 10% 288 0

>> Total Zone Loads - 14985 4510 - 3163 0

TABLE 1.1.B. Envelope Loads For Space "Training Rm 109" In Zone "Zone 1"

COOLING COOLING HEATING

Area U-Value Shade TRANS SOLAR TRANS

(ft²) (BTU/(hr·ft²·°F)) Coeff. (BTU/hr) (BTU/hr) (BTU/hr)

N EXPOSURE

WALL 370 0.044 - 258 - 737

E EXPOSURE

WALL 208 0.044 - 280 - 414

DOOR 18 0.650 - 184 - 527

H EXPOSURE

ROOF 880 0.030 - 1535 - 1198


System Psychrometrics for AHU-1 TrainingProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:38PM

June DESIGN COOLING DAY, 1500

TABLE 1: SYSTEM DATA

Dry-Bulb Specific Sensible Latent Temp Humidity Airflow CO2 Level Heat HeatComponent Location (°F) (lb/lb) (CFM) (ppm) (BTU/hr) (BTU/hr)Ventilation Air Inlet 94.0 0.01702 188 400 3391 6107

Vent - Return Mixing Outlet 80.3 0.01142 1020 1406 - -

Central Cooling Coil Outlet 56.9 0.00923 1020 1406 25727 10617

Central Heating Coil Outlet 63.5 0.00923 1020 1406 7229 -

Supply Fan Outlet 63.9 0.00923 1020 1406 378 -

Cold Supply Duct Outlet 64.6 0.00923 969 1406 - -

Zone Air - 78.0 0.01021 969 1645 13989 4510

Return Plenum Outlet 78.0 0.01021 969 1645 0 -

Duct Leakage Air Outlet 63.9 0.00923 51 1406 - -

Return Duct Outlet 77.2 0.01016 1020 1633 - -

Air Density x Heat Capacity x Conversion Factor: At sea level = 1.080; At site altitude = 1.079 BTU/(hr-CFM-F) Air Density x Heat of Vaporization x Conversion Factor: At sea level = 4746.6; At site altitude = 4741.5 BTU/(hr-CFM) Site Altitude = 30.0 ft

TABLE 2: ZONE DATA

Zone Terminal Zone Sensible Zone Zone Zone CO2 Heating Heating Load T-stat Cond Temp Airflow Level Coil UnitZone Name (BTU/hr) Mode (BTU/hr) (°F) (CFM) (ppm) (BTU/hr) (BTU/hr)Zone 1 14811 Cooling 13989 78.0 969 1645 0 0


System Psychrometrics for AHU-1 TrainingProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:38PM

WINTER DESIGN HEATING


Dry-Bulb Specific Sensible Latent Temp Humidity Airflow CO2 Level Heat HeatComponent Location (°F) (lb/lb) (CFM) (ppm) (BTU/hr) (BTU/hr)Ventilation Air Inlet 25.0 0.00224 188 400 -9048 0






Zone Air - 69.6 0.00224 969 452 -2842 0


Duct Leakage Air Outlet 72.4 0.00224 51 443 - -

Return Duct Outlet 69.7 0.00224 1020 452 - -


TABLE 2: ZONE DATA

Zone Terminal Zone Sensible Zone Zone Zone CO2 Heating Heating Load T-stat Cond Temp Airflow Level Coil UnitZone Name (BTU/hr) Mode (BTU/hr) (°F) (CFM) (ppm) (BTU/hr) (BTU/hr)Zone 1 -3163 Heating -2842 69.6 969 452 0 0


AHU-2 Conf/Off Input DataProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:40PM

1. General Details: Air System Name AHU-2 Conf/Off Equipment Type Split AHU Air System Type Single Zone CAV Number of zones 1

2. Ventilation System Components:Ventilation Air Data: Airflow Control Constant Ventilation Airflow Ventilation Sizing Method Sum of Space OA Airflows Unocc. Damper Position Closed Damper Leak Rate 0 % Outdoor Air CO2 Level 400 ppm

Dehumidification Data: Maximum RH Setpoint 50 %

Central Cooling Data: Supply Airflow Rate 1200.0 CFM Coil Bypass Factor 0.100 Cooling Source Air-Cooled DX Schedule JFMAMJJASOND Capacity Control Cycled or Staged Capacity - Fan On




Return Duct or Plenum Data: Return Air Via Ducted Return


Zone 1: Zone 1

Conference x1

Office 106 x1

Office 104 x1

Office 105 x1

Entry 101 x1

Unisex Tlt x1



Supply Terminals Data:


AHU-2 Conf/Off Input DataProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:40PM

Zone All Terminal Type Diffuser Minimum Airflow 0.00 CFM/person

Zone Heating Units: Zone All Zone Heating Unit Type None







1 1200.0 - -



Air System Sizing Summary for AHU-2 Conf/OffProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:39PM

Air System Information Air System Name AHU-2 Conf/Off Equipment Class SPLT AHU Air System Type SZCAV




Central Cooling Coil Sizing Data Total coil load 3.0 Tons Total coil load 36.6 MBH Sensible coil load 28.3 MBH Coil CFM at Jun 1500 1200 CFM Max block CFM 1200 CFM Sum of peak zone CFM 1200 CFM Sensible heat ratio 0.774 ft²/Ton 300.1 BTU/(hr·ft²) 40.0 Water flow @ 10.0 °F rise N/A

Load occurs at Jun 1500OA DB / WB 94.0 / 78.0 °FEntering DB / WB 78.5 / 65.6 °FLeaving DB / WB 56.6 / 55.4 °FCoil ADP 54.2 °FBypass Factor 0.100Resulting RH 50 %Design supply temp. 57.3 °FZone T-stat Check 1 of 1 OKMax zone temperature deviation 0.0 °F

Central Heating Coil Sizing Data Max coil load 10.5 MBH Coil CFM at Des Htg 1200 CFM Max coil CFM 1200 CFM Water flow @ 20.0 °F drop N/A

Load occurs at Des HtgBTU/(hr·ft²) 11.5Ent. DB / Lvg DB 65.0 / 73.1 °F

Supply Fan Sizing Data Actual max CFM 1200 CFM Standard CFM 1199 CFM Actual max CFM/ft² 1.31 CFM/ft²

Fan motor BHP 0.23 BHPFan motor kW 0.18 kWFan static 0.70 in wg

Outdoor Ventilation Air Data Design airflow CFM 131 CFM CFM/ft² 0.14 CFM/ft²

CFM/person 7.72 CFM/person


Zone Sizing Summary for AHU-2 Conf/OffProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:39PM

Air System Information Air System Name AHU-2 Conf/Off Equipment Class SPLT AHU Air System Type SZCAV




Zone Terminal Sizing Data

Zone Name

DesignSupplyAirflow(CFM)

MinimumSupplyAirflow(CFM)

ZoneCFM/ft²

ReheatCoilLoad

(MBH)

ReheatCoil

Watergpm

@ 20.0 °F

ZoneHtg Unit

CoilLoad

(MBH)

ZoneHtg UnitWatergpm

@ 20.0 °F

MixingBox FanAirflow(CFM)

Zone 1 1200 1200 1.31 0.0 - 0.0 - 0

Zone Peak Sensible Loads

Zone Zone Zone Cooling Time of Heating Floor

Sensible Peak Sensible Load AreaZone Name (MBH) Cooling Load (MBH) (ft²)

Zone 1 22.3 Sep 1300 4.4 915.0

Space Loads and Airflows

Zone Name / Space Name Mult.

CoolingSensible

(MBH)

Time ofPeak

SensibleLoad

AirFlow(CFM)

HeatingLoad

(MBH)

FloorArea(ft²)

SpaceCFM/ft²

Zone 1

Conference 1 7.4 Oct 1400 389 1.7 250.0 1.55

Office 106 1 2.3 Jul 1300 119 0.1 100.0 1.19

Office 104 1 5.8 Jul 1000 304 1.0 165.0 1.85

Office 105 1 2.3 Jul 1300 119 0.1 100.0 1.19

Entry 101 1 4.4 Jul 1400 232 1.1 240.0 0.97

Unisex Tlt 1 0.7 Jul 1300 38 0.3 60.0 0.63


Ventilation Sizing Summary for AHU-2 Conf/OffProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:39PM

1. Summary Ventilation Sizing Method Sum of Space OA Airflows Design Ventilation Airflow Rate 131 CFM

2. Space Ventilation Analysis

Zone Name / Space NameMult.

Floor Area(ft²)

Maximum Occupants

Maximum Supply Air

(CFM)

Required Outdoor Air

(CFM/person)


(CFM/ft²)


(CFM)


(% of supply)

Uncorrected Outdoor Air

(CFM)Zone 1

Conference 1 250.0 12.0 388.7 5.00 0.06 0.0 0.0 75.0

Office 106 1 100.0 1.0 118.7 5.00 0.06 0.0 0.0 11.0

Office 104 1 165.0 2.0 304.5 5.00 0.06 0.0 0.0 19.9

Office 105 1 100.0 1.0 118.7 5.00 0.06 0.0 0.0 11.0

Entry 101 1 240.0 0.0 231.8 0.00 0.06 0.0 0.0 14.4

Unisex Tlt 1 60.0 1.0 37.7 0.00 0.00 0.0 0.0 0.0

Totals (incl. Space Multipliers) 1200.0 131.3


Air System Design Load Summary for AHU-2 Conf/OffProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:39PM


COOLING DATA AT Jun 1500 HEATING DATA AT DES HTG COOLING OA DB / WB 94.0 °F / 78.0 °F HEATING OA DB / WB 25.0 °F / 23.6 °F







Door Loads 18 ft² 190 - 18 ft² 527 -







People 17 4150 3400 0 0 0



Safety Factor 10% / 10% 1990 340 10% 402 0

>> Total Zone Loads - 21895 3740 - 4422 0

Zone Conditioning - 21629 3740 - 4774 0

Plenum Wall Load 0% 0 - 0 0 -

Plenum Roof Load 0% 0 - 0 0 -

Plenum Lighting Load 0% 0 - 0 0 -

Return Fan Load 1100 CFM 0 - 1100 CFM 0 -

Ventilation Load 131 CFM 2471 4535 131 CFM 6364 0

Supply Fan Load 1200 CFM 623 - 1200 CFM -623 -

Space Fan Coil Fans - 0 - - 0 -

Duct Heat Gain / Loss 0% 0 - 0% 0 -

>> Total System Loads - 24723 8275 - 10515 0

Central Cooling Coil - 28311 8275 - 0 0

Central Heating Coil - -3588 - - 10515 -

>> Total Conditioning - 24723 8275 - 10515 0

Key: Positive values are clg loads Positive values are htg loads Negative values are htg loads Negative values are clg loads


Zone Design Load Summary for AHU-2 Conf/OffProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:39PM

Zone 1 DESIGN COOLING DESIGN HEATING

COOLING DATA AT Sep 1300 HEATING DATA AT DES HTG COOLING OA DB / WB 91.3 °F / 76.6 °F HEATING OA DB / WB 25.0 °F / 23.6 °F








Door Loads 18 ft² 161 - 18 ft² 527 -







People 17 4150 3400 0 0 0



Safety Factor 10% / 10% 2030 340 10% 402 0

>> Total Zone Loads - 22334 3740 - 4422 0


Space Design Load Summary for AHU-2 Conf/OffProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:39PM

TABLE 1.1.A. Component Loads For Space "Conference" In Zone "Zone 1"


COOLING DATA AT Oct 1400 HEATING DATA AT DES HTG










Door Loads 0 ft² 0 - 0 ft² 0 -







People 12 2940 2460 0 0 0



Safety Factor 10% / 10% 674 246 10% 155 0

>> Total Zone Loads - 7414 2706 - 1708 0

TABLE 1.1.B. Envelope Loads For Space "Conference" In Zone "Zone 1"




S EXPOSURE

WALL 224 0.044 - 276 - 446

WINDOW 1 16 0.588 0.811 92 1164 423

W EXPOSURE

WALL 130 0.044 - 58 - 259

H EXPOSURE

ROOF 312 0.030 - 334 - 425



TABLE 1.2.A. Component Loads For Space "Office 106" In Zone "Zone 1"



















People 1 245 205 0 0 0



Safety Factor 10% / 10% 206 21 10% 14 0

>> Total Zone Loads - 2263 226 - 150 0

TABLE 1.2.B. Envelope Loads For Space "Office 106" In Zone "Zone 1"




H EXPOSURE

ROOF 100 0.030 - 174 - 136






















People 2 490 410 0 0 0



Safety Factor 10% / 10% 528 41 10% 91 0

>> Total Zone Loads - 5807 451 - 1006 0





E EXPOSURE

WALL 134 0.044 - 145 - 267

WINDOW 1 16 0.588 0.811 102 874 423

H EXPOSURE

ROOF 165 0.030 - 230 - 225






















People 1 245 205 0 0 0



Safety Factor 10% / 10% 206 21 10% 14 0

>> Total Zone Loads - 2263 226 - 150 0





H EXPOSURE

ROOF 100 0.030 - 174 - 136



TABLE 1.5.A. Component Loads For Space "Entry 101" In Zone "Zone 1"












Door Loads 18 ft² 196 - 18 ft² 527 -







People 0 0 0 0 0 0



Safety Factor 10% / 10% 402 0 10% 103 0

>> Total Zone Loads - 4420 0 - 1131 0

TABLE 1.5.B. Envelope Loads For Space "Entry 101" In Zone "Zone 1"




W EXPOSURE

WALL 88 0.044 - 73 - 175

DOOR 18 0.650 - 196 - 527

H EXPOSURE

ROOF 240 0.030 - 406 - 327



TABLE 1.6.A. Component Loads For Space "Unisex Tlt" In Zone "Zone 1"



















People 1 230 120 0 0 0



Safety Factor 10% / 10% 65 12 10% 25 0

>> Total Zone Loads - 719 132 - 276 0

TABLE 1.6.B. Envelope Loads For Space "Unisex Tlt" In Zone "Zone 1"




E EXPOSURE

WALL 85 0.044 - 114 - 169

H EXPOSURE

ROOF 60 0.030 - 105 - 82


System Psychrometrics for AHU-2 Conf/OffProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:39PM

June DESIGN COOLING DAY, 1500


Dry-Bulb Specific Sensible Latent Temp Humidity Airflow CO2 Level Heat HeatComponent Location (°F) (lb/lb) (CFM) (ppm) (BTU/hr) (BTU/hr)Ventilation Air Inlet 94.0 0.01702 131 400 2471 4535






Zone Air - 76.6 0.00974 1200 1826 21629 3740

Zone Direct Exhaust Outlet 76.6 0.00974 100 1826 - -



TABLE 2: ZONE DATA

Zone Terminal Zone Sensible Zone Zone Zone CO2 Heating Heating Load T-stat Cond Temp Airflow Level Coil UnitZone Name (BTU/hr) Mode (BTU/hr) (°F) (CFM) (ppm) (BTU/hr) (BTU/hr)Zone 1 21895 Cooling 21629 76.6 1200 1826 0 0


System Psychrometrics for AHU-2 Conf/OffProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:39PM

WINTER DESIGN HEATING


Dry-Bulb Specific Sensible Latent Temp Humidity Airflow CO2 Level Heat HeatComponent Location (°F) (lb/lb) (CFM) (ppm) (BTU/hr) (BTU/hr)Ventilation Air Inlet 25.0 0.00224 131 400 -6364 0






Zone Air - 69.9 0.00224 1200 489 -4774 0

Zone Direct Exhaust Outlet 69.9 0.00224 100 489 - -



TABLE 2: ZONE DATA

Zone Terminal Zone Sensible Zone Zone Zone CO2 Heating Heating Load T-stat Cond Temp Airflow Level Coil UnitZone Name (BTU/hr) Mode (BTU/hr) (°F) (CFM) (ppm) (BTU/hr) (BTU/hr)Zone 1 -4422 Heating -4774 69.9 1200 489 0 0


Mini Spit units Input DataProject Name: 16132 - Training and Testing 12/01/2016 Prepared by: Peterson Engineering Inc 01:40PM

1. General Details: Air System Name Mini Spit units Equipment Type Split AHU Air System Type Single Zone CAV Number of zones 1


Central Cooling Data: Supply Air Temperature 55.0 °F Coil Bypass Factor 0.100 Cooling Source Air-Cooled DX Schedule JFMAMJJASOND Capacity Control Cycled or Staged Capacity - Fan On




Return Duct or Plenum Data: Return Air Via Return Air Plenum Wall Heat Gain to Plenum 0 % Roof Heat Gain to Plenum 70 % Lighting Heat Gain to Plenum 30 %


Zone 1: Zone 1 Server Rm 103 x1




Zone Heating Units:










1 2957.6 - -




1. General Details: Air System Name Mini Spit units Equipment Type Split AHU Air System Type Single Zone CAV Number of zones 1


Central Cooling Data: Supply Air Temperature 55.0 °F Coil Bypass Factor 0.100 Cooling Source Air-Cooled DX Schedule JFMAMJJASOND Capacity Control Cycled or Staged Capacity - Fan On




Return Duct or Plenum Data: Return Air Via Return Air Plenum Wall Heat Gain to Plenum 0 % Roof Heat Gain to Plenum 70 % Lighting Heat Gain to Plenum 30 %


Zone 1: Zone 1 Server Rm 103 x1




Zone Heating Units:










1 2957.6 - -



Design Weather Parameters & MSHGs16132 - Training and Testing 12/01/2016 Peterson Engineering Inc 06:13PM

Design Parameters:

City Name Hurlburt Field Location Florida Latitude 30.4 Deg. Longitude 87.3 Deg. Elevation 30.0 ft Summer Design Dry-Bulb 95.0 °F Summer Coincident Wet-Bulb 78.0 °F Summer Daily Range 15.3 °F Winter Design Dry-Bulb 25.0 °F Winter Design Wet-Bulb 23.6 °F Atmospheric Clearness Number 0.90 Average Ground Reflectance 0.20 Soil Conductivity 0.800 BTU/(hr·ft·°F) Local Time Zone (GMT +/- N hours) 6.0 hours Consider Daylight Savings Time No Simulation Weather Data N/A Current Data is User Modified Design Cooling Months January to December

Design Day Maximum Solar Heat Gains

(The MSHG values are expressed in BTU/(hr·ft²) )

Month N NNE NE ENE E ESE SE SSE SJanuary 21.7 21.7 27.0 98.9 164.1 202.9 227.7 225.2 217.2February 25.0 25.0 64.7 132.1 190.6 219.3 222.7 206.0 192.5March 28.6 29.9 106.4 164.7 201.9 217.5 199.6 169.0 150.2April 32.2 70.6 136.9 183.9 202.9 194.4 165.5 120.7 95.5May 35.4 99.0 154.8 190.5 197.8 175.3 136.2 83.3 59.9June 45.5 107.2 161.1 191.1 192.6 165.4 122.7 68.8 49.1July 36.5 97.3 154.4 187.2 192.1 172.1 132.3 80.3 57.9August 33.6 67.8 134.3 177.4 193.9 188.6 159.1 116.0 91.9September 29.8 30.1 98.6 158.0 192.1 206.5 193.8 165.4 147.8October 25.9 25.9 60.7 131.3 177.6 212.0 214.7 199.8 188.6November 22.1 22.1 29.5 94.4 159.9 204.7 221.7 219.6 215.8December 20.3 20.3 20.3 81.2 151.6 195.4 224.9 227.9 224.1Month SSW SW WSW W WNW NW NNW HOR MultJanuary 225.2 227.6 202.6 164.2 98.7 27.3 21.7 163.7 1.00February 205.4 221.7 220.3 189.7 129.2 65.6 25.0 199.5 1.00March 169.6 199.5 217.7 203.5 162.5 106.4 31.3 229.6 1.00April 119.8 163.2 197.1 202.1 179.6 137.8 72.1 245.7 1.00May 82.2 134.3 178.2 195.4 187.9 156.4 100.7 249.9 1.00June 67.6 121.8 168.2 189.0 189.7 162.1 110.0 248.6 1.00July 79.6 131.6 173.3 189.6 186.2 154.7 99.4 245.6 1.00August 115.2 157.0 189.9 195.0 173.8 134.1 71.7 240.2 1.00September 165.9 194.4 205.6 196.0 156.5 95.2 32.6 223.6 1.00October 200.2 215.6 210.9 180.4 131.8 58.6 25.9 197.5 1.00November 221.1 221.1 204.7 156.4 98.7 27.5 22.1 164.7 1.00December 228.1 223.2 199.1 145.0 85.8 20.3 20.3 149.4 1.00

Mult. = User-defined solar multiplier factor.

Hourly Analysis Program vv5.00 Page 1 of 1

Space Input Data16132 - Training and Testing 12/01/2016 Peterson Engineering Inc 01:41PM

Conference

1. General Details: Floor Area 250.0 ft² Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft²1.1. OA Ventilation Requirements: Space Usage GENERAL: Conference/meeting OA Requirement 1 5.0 CFM/person OA Requirement 2 0.06 CFM/ft² Space Usage Defaults ASHRAE Standard 62.1-2013

2. Internals:2.1. Overhead Lighting: Fixture Type Recessed (Unvented) Wattage 1.00 W/ft² Ballast Multiplier 1.00 Schedule Lights

2.4. People: Occupancy 12.0 People Activity Level Office Work Sensible 245.0 BTU/hr/person Latent 205.0 BTU/hr/person Schedule People

2.2. Task Lighting: Wattage 0.00 W/ft² Schedule None

2.5. Miscellaneous Loads: Sensible 0 BTU/hr Schedule None Latent 0 BTU/hr Schedule None

2.3. Electrical Equipment: Wattage 300.0 Watts Schedule Electrical

3. Walls, Windows, Doors:

Exp. Wall Gross Area (ft²) Window 1 Qty. Window 2 Qty. Door 1 Qty.

S 240.0 1 0 0

W 130.0 0 0 0

3.1. Construction Types for Exposure S Wall Type Default Wall Assembly 1st Window Type 4' window

3.2. Construction Types for Exposure W Wall Type Default Wall Assembly

4. Roofs, Skylights:

Exp. Roof Gross Area (ft²) Roof Slope (deg.) Skylight Qty.

H 312.0 0 0

4.1. Construction Types for Exposure H Roof Type Default Roof Assembly

5. Infiltration: Design Cooling 0.20 CFM/ft² Design Heating 0.20 CFM/ft² Energy Analysis 0.20 CFM/ft² Infiltration occurs only when the fan is off.

6. Floors: Type Slab Floor On Grade Floor Area 250.0 ft² Total Floor U-Value 0.100 BTU/(hr·ft²·°F) Exposed Perimeter 0.0 ft Edge Insulation R-Value 0.00 (hr·ft²·°F)/BTU

7. Partitions: (No partition data).



Entry 101

1. General Details: Floor Area 240.0 ft² Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft²1.1. OA Ventilation Requirements: Space Usage GENERAL: Corridor OA Requirement 1 0.0 CFM/person OA Requirement 2 0.06 CFM/ft² Space Usage Defaults ASHRAE Standard 62.1-2013


2.4. People: Occupancy 0.0 Person Activity Level Office Work Sensible 245.0 BTU/hr/person Latent 205.0 BTU/hr/person Schedule None






W 106.0 0 0 1

3.1. Construction Types for Exposure W Wall Type Default Wall Assembly Door Type 3' Door



H 240.0 0 0







Mechanical 110

1. General Details: Floor Area 125.0 ft² Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft²1.1. OA Ventilation Requirements: Space Usage User-Defined OA Requirement 1 0.0 CFM/person OA Requirement 2 0.00 CFM/ft² Space Usage Defaults ASHRAE Standard 62.1-2013


2.4. People: Occupancy 0.0 Person Activity Level Office Work Sensible 245.0 BTU/hr/person Latent 205.0 BTU/hr/person Schedule None






E 180.0 0 0 1

N 70.0 0 0 0

3.1. Construction Types for Exposure E Wall Type Default Wall Assembly Door Type 3' Door

3.2. Construction Types for Exposure N Wall Type Default Wall Assembly



H 125.0 0 0







Office 104

1. General Details: Floor Area 165.0 ft² Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft²1.1. OA Ventilation Requirements: Space Usage OFFICE: Office space OA Requirement 1 5.0 CFM/person OA Requirement 2 0.06 CFM/ft² Space Usage Defaults ASHRAE Standard 62.1-2013



2.2. Task Lighting: Wattage 60.0 Watts Schedule People





E 150.0 1 0 0

3.1. Construction Types for Exposure E Wall Type Default Wall Assembly 1st Window Type 4' window



H 165.0 0 0


5. Infiltration: Design Cooling 0.20 CFM/ft² Design Heating 0.20 CFM/ft² Energy Analysis 0.00 CFM Infiltration occurs only when the fan is off.





Office 105



2.4. People: Occupancy 1.0 Person Activity Level Office Work Sensible 245.0 BTU/hr/person Latent 205.0 BTU/hr/person Schedule People




3. Walls, Windows, Doors: (No Wall, Window, Door data).



H 100.0 0 0


5. Infiltration: Design Cooling 0.00 CFM Design Heating 0.00 CFM Energy Analysis 0.00 CFM Infiltration occurs only when the fan is off.





Office 106



2.4. People: Occupancy 1.0 Person Activity Level Office Work Sensible 245.0 BTU/hr/person Latent 205.0 BTU/hr/person Schedule People




3. Walls, Windows, Doors: (No Wall, Window, Door data).



H 100.0 0 0


5. Infiltration: Design Cooling 0.00 CFM Design Heating 0.00 CFM Energy Analysis 0.00 CFM Infiltration occurs only when the fan is off.





Server Rm 103

1. General Details: Floor Area 250.0 ft² Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft²1.1. OA Ventilation Requirements: Space Usage OFFICE: Telephone/data entry OA Requirement 1 5.0 CFM/person OA Requirement 2 0.06 CFM/ft² Space Usage Defaults ASHRAE Standard 62.1-2013

2. Internals:2.1. Overhead Lighting: Fixture Type Recessed (Unvented) Wattage 360.0 Watts Ballast Multiplier 1.00 Schedule Lights



2.5. Miscellaneous Loads: Sensible 35000 BTU/hr Schedule Electrical Latent 0 BTU/hr Schedule None




S 220.0 0 0 0

E 115.0 0 0 1

3.1. Construction Types for Exposure S Wall Type Default Wall Assembly




H 250.0 0 0







Training Rm 109

1. General Details: Floor Area 835.0 ft² Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft²1.1. OA Ventilation Requirements: Space Usage GENERAL: Conference/meeting OA Requirement 1 5.0 CFM/person OA Requirement 2 0.06 CFM/ft² Space Usage Defaults ASHRAE Standard 62.1-2013








N 370.0 0 0 0

E 226.0 0 0 1

3.1. Construction Types for Exposure N Wall Type Default Wall Assembly




H 880.0 0 0







Unisex Tlt

1. General Details: Floor Area 60.0 ft² Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft²1.1. OA Ventilation Requirements: Space Usage User-Defined OA Requirement 1 0.0 CFM/person OA Requirement 2 0.00 CFM/ft² Space Usage Defaults ASHRAE Standard 62.1-2013


2.4. People: Occupancy 1.0 Person Activity Level Seated at Rest Sensible 230.0 BTU/hr/person Latent 120.0 BTU/hr/person Schedule People



2.3. Electrical Equipment: Wattage 0.00 W/ft² Schedule None



E 85.0 0 0 0

3.1. Construction Types for Exposure E Wall Type Default Wall Assembly



H 60.0 0 0






Wall Constructions16132 - Training and Testing 12/01/2016 Peterson Engineering Inc 01:41PM

Default Wall Assembly

Wall Details Outside Surface Color Medium Absorptivity 0.675 Overall U-Value 0.044 BTU/(hr·ft²·°F)

Wall Layers Details (Inside to Outside) Thickness Density Specific Ht. R-Value WeightLayers in lb/ft³ BTU / (lb·°F) (hr·ft²·°F)/BTU lb/ft²

Inside surface resistance 0.000 0.0 0.00 0.68500 0.0

5/8-in gypsum board 0.625 50.0 0.26 0.56004 2.6

R-19 batt insulation 6.000 0.5 0.20 19.23077 0.3

1/2-in gypsum board 0.500 50.0 0.26 0.44803 2.1

Air space 2.000 0.0 0.00 0.91000 0.0

Face brick 4.000 125.0 0.22 0.43286 41.7

Outside surface resistance 0.000 0.0 0.00 0.33300 0.0

Totals 13.125 - 22.59969 46.6


Door Constructions16132 - Training and Testing 12/01/2016 Peterson Engineering Inc 06:12PM

3' Door

Door Details: Gross Area 18.0 ft² Door U-Value 0.650 BTU/(hr·ft²·°F)

Glass Details: Glass Area 0.0 ft² Glass U-Value 0.580 BTU/(hr·ft²·°F) Glass Shade Coefficient 0.880 Glass Shaded All Day? No


Roof Constructions16132 - Training and Testing 12/01/2016 Peterson Engineering Inc 06:13PM

Default Roof Assembly

Roof Details Outside Surface Color Medium Absorptivity 0.675 Overall U-Value 0.030 BTU/(hr·ft²·°F)

Roof Layers Details (Inside to Outside) Thickness Density Specific Ht. R-Value WeightLayers in lb/ft³ BTU / (lb·°F) (hr·ft²·°F)/BTU lb/ft²

Inside surface resistance 0.000 0.0 0.00 0.68500 0.0

Acoustical tile 0.250 21.0 0.19 0.67500 0.4

Air space 0.000 0.0 0.00 0.91000 0.0

R-30 batt insulation 9.500 0.5 0.20 30.44872 0.4

Seam Metal Roof 0.034 489.0 0.12 0.00011 1.4

Outside surface resistance 0.000 0.0 0.00 0.33300 0.0

Totals 9.784 - 33.05183 2.2



CIVIL DESIGN ANALYSIS 1

CIVIL DESIGN ANALYSIS 100% UNREVIEWED FAST TRACK / 50% (ALL OTHER DISCIPLINES) SUBMITTAL

Scope of Work: Civil, sitework & site utilities design to support construction of the “Training Facility 2 CSWW” project at Hurlburt Field. Environmental: No assertions are made by the designer as to the existence or non-existence of any environmental encumbrances on the site. No environmental audit of existing site conditions is within the scope of this contract. No water or sewer permits are anticipated as the project will entail services to a single building. Topographical Survey: The sitework design was completed based upon a topographic survey provided by Emerald Coast Associates, Inc. Stormwater Pollution Prevention: Silt fences sediment barriers will be incorporated into the design to prevent sediment migration off-site. These measures will be depicted on the Existing Conditions and Demolition Plan. No NPDES permit form for “Discharge of Stormwater During Construction Activity” should be required as the overall impacted area is less than one acre. Water Service: A 6” water service to the building for both fire and domestic services is provided by connection to an existing water main near the northwest corner of the building. Sanitary Sewer: A new sanitary sewer lateral will be installed connecting to the existing gravity sanitary sewer northwest of the building location. Stormwater: The project site is located within a drainage basin that has already been permitted under Florida Administrative Code Rule 62-25 for stormwater treatment via a swale exemption. No new stormwater treatment will be required. A repair to the existing swale system will be required to achieve original design intent. An As-Built Certification for the swale exemption will be submitted.

1 Special Operations Civil Engineer Squadron Hurlburt Field, Florida Design Phase:

50%/UR100%

Project Review Comments Date: 15 Dec 2016

Project Title: FTEV16-1066 CONSTRUCT TESING & Training Facility 2CWSS

Contract Number: Contract # FA4417-16-C-0015

Page: 1 of 5

Reference: Item No.

Comments: Action:

DA 1 Architectural page 1, correct minimum STC is 45. Will Comply DA 2 Architectural page 2, “New Work” appears to be covered on page 1 “General

Description”. Will Correct

DA 3 Structural page 2, is preformed metal wall siding being used as noted in item “f”? DA 4 Structural page 2, correct project location is Hurlburt Field, Florida. DA 5 Structural page 2, correct edition of IBC is 2015. DA 6 Electrical/Telecommunications page 2, information on existing underground

pathway has been provided.

Spec 7 01 10 10 Design Requirement, 7.2 – the accordion partition requirement between server room and conference room needs to be updated IAW mod 1.

Will Correct

Spec 8 Add 01 41 00 Testing Laboratory Services. Will Comply Spec 9 05 12 00 Structural Steel Framing is not in index, is it required in addition to 13 34

19 Metal Building Systems?

Spec 10 26 27 26 Wiring Devices is in index but section is not included. Spec 11 32 92 19 Seeding – spec 01 10 10 calls for sodding. Seeding should be avoided. G1 12 Recommend making the haul route clearer if subcontractors/deliveries will use this

map.

S1 13 Slab on Grade note #6 – Spec 03 20 00, 2.02 calls for #3 @ 12” O.C. each way. S2 14 Glazing Blast Pressures – Should the Charge II Standoff be the distance to the

roadway or trash container?

S2 15 Glazing Blast Pressures – Do the peak pressure and impulse apply to door assemblies also?

S3 16 Is there a way to decrease the depth of the column located at detail notation 5/S4, to minimize the projection into the classroom?

S3 17 Plan Note 1 – see #13. S4 18 Where are details 1 and 2 used? S4 19 Light Gage Framing Spec table – Spec 05 40 00, 2.03 calls for 16 GA. Minimum

exterior studs.

A1 20 What are lines with double dashes for? See Keynote 10.

A1 21 Dimension 5’-0” at door #2 is confusing? Locates Door #03 from North wall of Conference Room.

A1 22 Keynote 11 – Should cabinet include casters for flexibility or be built-in? (User question)

A1 23 Keynote 6 – Can’t find requirement for “pad”? Will Correct A1 24 Is sloping the new sidewalk between the existing and new building enough to

control rain puddling – a trench drain or canopy is not needed? Refer to Civil Documents

A1 25 Door #12 does not need a canopy. Will Comply A1 26 Add corner guards. See Finish

Remark 2, Sheet A7

A3 27 Canopy at Mechanical room door is not needed. Will Comply A3 28 Legend – Lighting is LED. Will Correct


50%/UR100%




Page: 2 of 5

Reference: Item No.

Comments: Action:

A4 29 East and West Elevations – Consider continuing soffit across at 9’-3” and using metal fascia/wall panel instead of CMU veneer.

RFP instructs to match existing building

A4 30 West Elevation – Canopy not needed at double doors. Will Correct A4 31 Keynote 9 – Provide detail for installation. Will Comply A5 32 Toilet Accessories – Use B-3942 instead of electric hand dryer. Will Comply A5 33 Toilet Accessories – SD should be B-2111. Will Correct A5 34 Elevation B – TP is single roll. Will Correct A5 35 Toilet Layout – Can furr out be tighter to column, reduce 2’-9” to 2’-5”+/-? Will depend

on column baseplate size.

A6 36 Keynote 1 – Spec 03 20 00 calls for stud to be 16 GA. RFP indicates 18GA

A6 37 Keynote 18 – User to verify cabinet configuration. Request User input

A7 38 Provide color board with the 100% un-reviewed submittal to verify color scheme complies with 01 10 10, 9.

Will Comply

A7 39 Door Schedule – include details with the 100% un-reviewed submittal. Will Comply A7 40 Door Schedule – Door 01, hardware set #1 does not apply. Will Correct A7 41 Door Schedule – Remark 1, include peak pressure and impulse as required by

structural engineer for blast rated door assembly. Will Comply

A7 42 Window and Door Type – A, include peak pressure and impulse as required by structural engineer for blast rated glazing assembly.

Will Comply

A7 43 Hardware Set 1 – Door 12, are floor stops required? Recommended

A7 44 Hardware Sets – Lockset functions are for mortise locks, spec 08 71 00 call for cylindrical, which matches existing building?

Will Correct

A7 45 Hardware Set 3 – Doors 03 and 04, will these doors open 180 degrees and need the wall stops spec’d?

Doors to swing 90 degrees

A7 46 Signage information does not match as-built drawing WI-604, has this been coordinated with existing?

Will Correct

E-8 47 Recommend exterior lighting – emergency egress as a minimum. Reviewer: PAUL KENDRICK

Reference: Item No.

Comments: Action:

ATFP 1 1 SOW/AT reviewed and UFC 4-010-01 requirements have been addressed. No concerns.


50%/UR100%




Page: 3 of 5

Reviewer: MSgt MICHAEL A. MARRERO


50%/UR100%




Page: 4 of 5

Reference: Item No.

Comments: Action:

FP201 1 Is PIV required? Location does not match civil sheet C401. FP201 2 Show location of HVAC units, make sure there is access to FDC and Test Header. FP202 3 Water Gong is not required FP202 4 Is domestic water tap off riser? FP202 5 Include Fire Flow Test Data with next submittal. P102 6 6” should come straight into riser. P102 7 Is water connection at base of fire riser? P601 8 6” should come straight into riser. M101 9 Move HP-1 & HP-2 so they do not interfere FDC and Test Header. M101 10 Is Exhaust Fan connected to light switch? M101 11 Put Move AHU-2 Thermostat to one of the offices or conference room. M601 12 Sequence of Operation – Why is the OA damper controlled by a timeclock? M601 13 OA damper should close when unoccupied. M601 14 Fan should cycle with heating and cooling. M601 15 Show Occupancy Settings, Include Time & Temp. M601 16 Timeclock should be Occupancy Override. E-5 17 Does room 103 need underfloor power? T-2 18 Clarify if conduits up thru slab should be 4” above concrete slab or above raised

access flooring.

T-4 19 Are server racks or cable trays required? Reviewer: MIKE TUOMINEN

Reference: Item No.

Comments: Action:

HVAC 1 Looks good. All I would ask is that we get direct drive A/H's and exhaust systems and UV lights and condensate overflow protection on the heat pump systems.

Reviewer: RYAN PETSCH


50%/UR100%




Page: 5 of 5

Reference: Item No.

Comments: Action:

E-2 1 Light Fixture Schedule – Provide central battery for emergency lighting, not individual batteries.

E-2 2 2x4 fixture misspelled. E-7 3 Add Fire Alarm Pull Station in Mechanical 110. E-7 4 Show LOC location. E-7 5 Is smoke detection required under the raised floor? Is ultra-sensitive smoke

detection required? Is the room with raised access flooring a true server room?

E-8 6 Provide central battery for emergency lighting, not individual batteries. E-9 7 Connect new lightning protection to existing LP system. E-10 8 Power Riser Diagram – show Emergency Power Off (EPO) switch. T-2 9 Change COMM ROOM to SERVER ROOM T-4 10 Show thru-wall access port on all drawings. Show how cables run into/thru

classroom.

Reviewer: STEVE LOKEN

Reference: Item No.

Comments: Action:

Haz Mat 1 No concerns. Stormwater 2 No concerns. Natural/Cultural Resource

3 No concerns.

Reviewer: CEIE


50%/UR100%




Page: 1 of 4

Reference: Item No.

Comments: Action:

DA 1 Architectural page 1, correct minimum STC is 45. DA 2 Architectural page 2, “New Work” appears to be covered on page 1 “General

Description”.

DA 3 Structural page 2, is preformed metal wall siding being used as noted in item “f”? DA 4 Structural page 2, correct project location is Hurlburt Field, Florida. DA 5 Structural page 2, correct edition of IBC is 2015. DA 6 Electrical/Telecommunications page 2, information on existing underground

pathway has been provided. Response: Note deleted from narrative.


Spec 8 Add 01 41 00 Testing Laboratory Services. Spec 9 05 12 00 Structural Steel Framing is not in index, is it required in addition to 13 34

19 Metal Building Systems?

Spec 10 26 27 26 Wiring Devices is in index but section is not included. Spec 11 32 92 19 Seeding – spec 01 10 10 calls for sodding. Seeding should be avoided. G1 12 Recommend making the haul route clearer if subcontractors/deliveries will use this

map.

S1 13 Slab on Grade note #6 – Spec 03 20 00, 2.02 calls for #3 @ 12” O.C. each way. S2 14 Glazing Blast Pressures – Should the Charge II Standoff be the distance to the

roadway or trash container?



S3 17 Plan Note 1 – see #13. S4 18 Where are details 1 and 2 used? S4 19 Light Gage Framing Spec table – Spec 05 40 00, 2.03 calls for 16 GA. Minimum

exterior studs.

A1 20 What are lines with double dashes for? A1 21 Dimension 5’-0” at door #2 is confusing? A1 22 Keynote 11 – Should cabinet include casters for flexibility or be built-in? (User

question)

A1 23 Keynote 6 – Can’t find requirement for “pad”? A1 24 Is sloping the new sidewalk between the existing and new building enough to

control rain puddling – a trench drain or canopy is not needed?

A1 25 Door #12 does not need a canopy. A1 26 Add corner guards. A3 27 Canopy at Mechanical room door is not needed. A3 28 Legend – Lighting is LED. A4 29 East and West Elevations – Consider continuing soffit across at 9’-3” and using

metal fascia/wall panel instead of CMU veneer.

A4 30 West Elevation – Canopy not needed at double doors. A4 31 Keynote 9 – Provide detail for installation. A5 32 Toilet Accessories – Use B-3942 instead of electric hand dryer. A5 33 Toilet Accessories – SD should be B-2111. A5 34 Elevation B – TP is single roll.


50%/UR100%




Page: 2 of 4

Reference: Item No.

Comments: Action:

A5 35 Toilet Layout – Can furr out be tighter to column, reduce 2’-9” to 2’-5”+/-? A6 36 Keynote 1 – Spec 03 20 00 calls for stud to be 16 GA. A6 37 Keynote 18 – User to verify cabinet configuration. A7 38 Provide color board with the 100% un-reviewed submittal to verify color scheme

complies with 01 10 10, 9.

A7 39 Door Schedule – include details with the 100% un-reviewed submittal. A7 40 Door Schedule – Door 01, hardware set #1 does not apply. A7 41 Door Schedule – Remark 1, include peak pressure and impulse as required by

structural engineer for blast rated door assembly.


A7 43 Hardware Set 1 – Door 12, are floor stops required? A7 44 Hardware Sets – Lockset functions are for mortise locks, spec 08 71 00 call for

cylindrical, which matches existing building?



E-8 47 Recommend exterior lighting – emergency egress as a minimum. Response: Exterior lighting will be added for egress. This is a mod to the contract.

Reviewer: PAUL KENDRICK

Reference: Item No.

Comments: Action:




50%/UR100%




Page: 3 of 4

Reference: Item No.

Comments: Action:

FP201 1 Is PIV required? Location does not match civil sheet C401. FP201 2 Show location of HVAC units, make sure there is access to FDC and Test Header. FP202 3 Water Gong is not required FP202 4 Is domestic water tap off riser? FP202 5 Include Fire Flow Test Data with next submittal. P102 6 6” should come straight into riser. P102 7 Is water connection at base of fire riser? P601 8 6” should come straight into riser. M101 9 Move HP-1 & HP-2 so they do not interfere FDC and Test Header. M101 10 Is Exhaust Fan connected to light switch? M101 11 Put Move AHU-2 Thermostat to one of the offices or conference room. M601 12 Sequence of Operation – Why is the OA damper controlled by a timeclock? M601 13 OA damper should close when unoccupied. M601 14 Fan should cycle with heating and cooling. M601 15 Show Occupancy Settings, Include Time & Temp. M601 16 Timeclock should be Occupancy Override. E-5 17 Does room 103 need underfloor power?

Response: In the meeting the user stated no underfloor power required.

T-2 18 Clarify if conduits up thru slab should be 4” above concrete slab or above raised access flooring. Response: The conduit will be extended to above the raised floor

T-4 19 Are server racks or cable trays required? Response: Cable tray will be located below the raised floor. This is a mod to the contract.

Reviewer: MIKE TUOMINEN

Reference: Item No.

Comments: Action:




50%/UR100%




Page: 4 of 4

Reference: Item No.

Comments: Action:

E-2 1 Light Fixture Schedule – Provide central battery for emergency lighting, not individual batteries. Response: Will add to drawing

E-2 2 2x4 fixture misspelled. Response: Will correct

E-7 3 Add Fire Alarm Pull Station in Mechanical 110. Response: Will add to drawing

E-7 4 Show LOC location. Response: Will add to drawing

E-7 5 Is smoke detection required under the raised floor? Is ultra-sensitive smoke detection required? Is the room with raised access flooring a true server room? Response: Room is not a server room so no ultra sensitive is required. Regular Smoke detectors will be located under floor.

E-8 6 Provide central battery for emergency lighting, not individual batteries. Response: Will modify the drawing

E-9 7 Connect new lightning protection to existing LP system. Response: Will add note to the drawing

E-10 8 Power Riser Diagram – show Emergency Power Off (EPO) switch. Response: Users stated that no EPO is required. There is no server room.

T-2 9 Change COMM ROOM to SERVER ROOM Response: Name changed T-4 10 Show thru-wall access port on all drawings. Show how cables run into/thru

classroom. Response: Will indicate thru-wall access port. May need to discuss as review meeting.


Reference: Item No.

Comments: Action:


3 No concerns.

Reviewer: CEIE


50%/UR100%




Page: 1 of 5

Reference: Item No.

Comments: Action:

DA 1 Architectural page 1, correct minimum STC is 45. DA 2 Architectural page 2, “New Work” appears to be covered

on page 1 “General Description”.

DA 3 Structural page 2, is preformed metal wall siding being used as noted in item “f”?

Corrected, sentenced deleted.

DA 4 Structural page 2, correct project location is Hurlburt Field, Florida.

Typo, corrected.

DA 5 Structural page 2, correct edition of IBC is 2015. Concur, modified to IBC 15 DA 6 Electrical/Telecommunications page 2, information on

existing underground pathway has been provided.


Spec 8 Add 01 41 00 Testing Laboratory Services. Spec 9 05 12 00 Structural Steel Framing is not in index, is it

required in addition to 13 34 19 Metal Building Systems?No, 13 34 19 compromises structural steel requirements for Metal Building System

Spec 10 26 27 26 Wiring Devices is in index but section is not included.

Spec 11 32 92 19 Seeding – spec 01 10 10 calls for sodding. Seeding should be avoided.

G1 12 Recommend making the haul route clearer if subcontractors/deliveries will use this map.

S1 13 Slab on Grade note #6 – Spec 03 20 00, 2.02 calls for #3 @ 12” O.C. each way.

We respectively request the option to provide 4x4 W4.0xW4.0 or #3 @12” O.C. per the notes on the drawings. Area of steel for WWF is greater than #2 @12” O.C, therefore, an equivalent or slightly better option.

S2 14 Glazing Blast Pressures – Should the Charge II Standoff be the distance to the roadway or trash container?

Standoff distances was taken to access points per UFC 4-010-01, trash containers is inside bollard area and approximately 102’ from building. We can adjust to 102’ versus 200’ if required by base ATO. For submittal we have adjusted to 100’ and provided additional information.


Yes, ATFP blast pressures will apply to doors.


This is by the Metal Building Manufacturer and the Design.

S3 17 Plan Note 1 – see #13. We respectively request the option to provide 4x4 W4.0xW4.0 or #3 @12” O.C. per the notes on the drawings. Area of steel for WWF is greater than #3 @12”


50%/UR100%




Page: 2 of 5

Reference: Item No.

Comments: Action:

O.C, therefore, an equivalent or slightly better option.

S4 18 Where are details 1 and 2 used? Detail 1 will be used with detail 7/S-4, Detail 2 will be used for any floor variations for tile, etc. Added note if required.

S4 19 Light Gage Framing Spec table – Spec 05 40 00, 2.03 calls for 16 GA. Minimum exterior studs.

Will adjust

A1 20 What are lines with double dashes for? A1 21 Dimension 5’-0” at door #2 is confusing? A1 22 Keynote 11 – Should cabinet include casters for

flexibility or be built-in? (User question)

A1 23 Keynote 6 – Can’t find requirement for “pad”? A1 24 Is sloping the new sidewalk between the existing and

new building enough to control rain puddling – a trench drain or canopy is not needed?

A1 25 Door #12 does not need a canopy. A1 26 Add corner guards. A3 27 Canopy at Mechanical room door is not needed. A3 28 Legend – Lighting is LED. A4 29 East and West Elevations – Consider continuing soffit

across at 9’-3” and using metal fascia/wall panel instead of CMU veneer.

A4 30 West Elevation – Canopy not needed at double doors. A4 31 Keynote 9 – Provide detail for installation. A5 32 Toilet Accessories – Use B-3942 instead of electric

hand dryer.

A5 33 Toilet Accessories – SD should be B-2111. A5 34 Elevation B – TP is single roll. A5 35 Toilet Layout – Can furr out be tighter to column, reduce

2’-9” to 2’-5”+/-?

A6 36 Keynote 1 – Spec 03 20 00 calls for stud to be 16 GA. A6 37 Keynote 18 – User to verify cabinet configuration. A7 38 Provide color board with the 100% un-reviewed

submittal to verify color scheme complies with 01 10 10, 9.

A7 39 Door Schedule – include details with the 100% un-reviewed submittal.

A7 40 Door Schedule – Door 01, hardware set #1 does not apply.

A7 41 Door Schedule – Remark 1, include peak pressure and impulse as required by structural engineer for blast rated door assembly.



50%/UR100%




Page: 3 of 5

Reference: Item No.

Comments: Action:

A7 43 Hardware Set 1 – Door 12, are floor stops required? A7 44 Hardware Sets – Lockset functions are for mortise locks,

spec 08 71 00 call for cylindrical, which matches existing building?



E-8 47 Recommend exterior lighting – emergency egress as a minimum.

Reviewer: PAUL KENDRICK

Reference: Item No.

Comments: Action:


Concur, thank you



50%/UR100%




Page: 4 of 5

Reference: Item No.

Comments: Action:

FP201 1 Is PIV required? Location does not match civil sheet C401. FP201 2 Show location of HVAC units, make sure there is access to FDC and Test Header. FP202 3 Water Gong is not required FP202 4 Is domestic water tap off riser? FP202 5 Include Fire Flow Test Data with next submittal. P102 6 6” should come straight into riser. P102 7 Is water connection at base of fire riser? P601 8 6” should come straight into riser. M101 9 Move HP-1 & HP-2 so they do not interfere FDC and Test Header. M101 10 Is Exhaust Fan connected to light switch? M101 11 Put Move AHU-2 Thermostat to one of the offices or conference room. M601 12 Sequence of Operation – Why is the OA damper controlled by a timeclock? M601 13 OA damper should close when unoccupied. M601 14 Fan should cycle with heating and cooling. M601 15 Show Occupancy Settings, Include Time & Temp. M601 16 Timeclock should be Occupancy Override. E-5 17 Does room 103 need underfloor power? T-2 18 Clarify if conduits up thru slab should be 4” above concrete slab or above raised

access flooring.

T-4 19 Are server racks or cable trays required? Reviewer: MIKE TUOMINEN

Reference: Item No.

Comments: Action:




50%/UR100%




Page: 5 of 5

Reference: Item No.

Comments: Action:

E-2 1 Light Fixture Schedule – Provide central battery for emergency lighting, not individual batteries.

E-2 2 2x4 fixture misspelled. E-7 3 Add Fire Alarm Pull Station in Mechanical 110. E-7 4 Show LOC location. E-7 5 Is smoke detection required under the raised floor? Is ultra-sensitive smoke

detection required? Is the room with raised access flooring a true server room?

E-8 6 Provide central battery for emergency lighting, not individual batteries. E-9 7 Connect new lightning protection to existing LP system. E-10 8 Power Riser Diagram – show Emergency Power Off (EPO) switch. T-2 9 Change COMM ROOM to SERVER ROOM T-4 10 Show thru-wall access port on all drawings. Show how cables run into/thru

classroom.


Reference: Item No.

Comments: Action:


3 No concerns.

Reviewer: CEIE

CONSTRUCT TRAINING FACILITY 2 CWSS HURLBURT AIR FORCE BASE FTEV 16-1066 FINAL FAST TRACK

Structural Systems The proposed project includes a new metal building system bearing on shallow foundations. The structure will consist of structural steel frames with an approximate 11’-5” eave height for the main frames. Frames shall be spaced at approximately 22’-9-1/2” on centers, free spanning approximately 51’-4” for the main frames. The roof system shall consist of structural steel purlins and with metal roofing (by MBM). The final building system shall be coordinated by the metal building manufacturer with the end-user requirements and the Architectural and Engineering Design Team. Design and Construction Criteria The project is located at Hurlburt Field, Florida. The reinforced concrete slab and foundations shall be analyzed, designed, fabricated, and constructed in accordance with the applicable edition of the following criteria. In the case of conflict within these requirements, the most stringent requirement will govern.

1. Design Earthquake: a. Occupancy Category II (standard occupancy) b. Ss=0.08g S1=0.050g c. Seismic Design Category: A

2. Design Wind Speed: ASCE 7-10, 145 mph, Exposure C 3. Live Loads:

a. Roof Live Load = 20 psf b. Roof Design Dead Load = Building Weight c. Superimposed Dead Load = 2 psf d. Collateral Load = 8 psf

Foundations and Slabs on Ground The foundation system for the building will consist of shallow reinforced concrete foundations and shall bear on suitable compacted soils.

a. The foundations will be designed for an allowable soil bearing pressure of 2,000 psf per the requirements set forth in the Geotechnical Report by LMJ dated November 10, 2016.

Metal Building Steel Members

a. Shop connections for structural steel shall be welded, and generally field connections shall be made with high strength bolts in bearing type connections. Load indicator washers shall be used on all A325 bolts or use tension control bolts. All connections other than standard AISC connections shall be detailed by the Structural Engineer of Record

P a g e | 2

Structural Design Analysis

and shown on the final plan.

b. Light Gage Cold-Formed Steel Framing systems used for architectural framing shall be formed from steel that conforms to the requirements of ASTM A-653. All cold-formed steel framing, accessories, and connectors shall receive a G90 galvanized coating.

c. Embedded Steel: Steel embedded in concrete for such purposes as anchor bolts, etc., shall be hot-dipped galvanized after assembly unless otherwise directed. The use of dissimilar materials for these purposes shall not be allowed.

d. Metal Building System shall provide a clear span rigid frame.

e. Primary Framing: Rigid frame of rafter beams and straight columns, canopy beams, and wind bracing.

f. Secondary Framing: Purlins, eave struts, flange bracing, sill supports, fascia framing and supports, clips, and other items detailed.

g. Materials (Framing)

Structural Steel Members: ASTM A36.

Structural Tubing: ASTM A501.

Plate or Bar Stock: ASTM A529.

Anchor Bolts: ASTM A307, galvanized to ASTM A123, Class B.

Bolts, Nuts, and Washers: ASTM A325.

Welding Materials: AWS D1.1; type required for materials being welded.

Primer: SSPC 15, Type 1, Red Oxide.

Grout: Non-shrink type, premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents, capable of developing minimum compressive strength of 2400 psi in two days and 7000 psi in 28 days.

References / Design Criteria The project is located at Hurlburt Field, Florida. The structural beams and associated components for the new metal building structure shall be analyzed, designed, fabricated, and constructed in accordance with the applicable edition of the following criteria. In the case of conflict within these requirements, the most stringent requirement will govern.

1. AISC Manual: American Institute of Steel Construction, Manual of Steel Construction, Fourteenth Edition

2. AISI Manual: American Iron and Steel Institute, Cold-Formed Steel Design Manual 3. ASCE 7-10: Minimum Design Loads for Buildings and Other Structures. 4. AWS D1.1: American Welding Society, Structural Welding Code – Steel. 5. IBC 2015: International Building Code, 2015 Edition. 6. UFC 1-200-01: Unified Facilities Criteria (UFC), General Building Requirements, June

20, 2016

P a g e | 3


7. UFC 3-301-01: Unified Facilities Criteria (UFC), Structural Engineering with Change 3, 12 September 2016

8. UFC 1-300-07A "Design/Build Technical Requirements". 9. UFC 4-010-01 Department of Defense Minimum Antiterrorism Standards for

Buildings Support of Non-Structural Items: All electrical equipment and other auxiliary building features such as, piping, cable trays, etc. shall be properly supported. All equipment and architectural features shall be adequately framed, reinforced, and connected. Force Protection All structural components, including building envelope, shall comply with the requirements of UFC-4-010-01, “DOD Minimum Antiterrorism Standards for Buildings”, current edition. The structural members supporting glazed openings will be sized using dynamic analysis software (if required). Due to proximity of the structure to the nearest threat, it was determined that the minimum stand-off distance shall be 100’. See Structural Drawings for peak and peak impulse pressures based on the standoff distance and applicable charge weight. Future Expansion

No provision for future expansion has been allowed. All future additions must be structurally independent, with footings located so as not to bear over current footings.

CONSTRUCT TRAINING FACILITY 2 CWSS

HURLBURT AIR FORCE BASE

FTEV 161066

FINAL FAST TRACK

Structural Systems

The proposed project includes a new metal building system bearing on shallow foundations. The

structure will consist of structural steel frames with an approximate 11’5” eave height for the

main frames. Frames shall be spaced at approximately 22’91/2” on centers, free spanning

approximately 51’4” for the main frames. The roof system shall consist of structural steel

purlins and with metal roofing (by MBM). The final building system shall be coordinated by the

metal building manufacturer with the enduser requirements and the Architectural and

Engineering Design Team.

Design and Construction Criteria

The project is located at Hurlburt Field, Florida. The reinforced concrete slab and foundations

shall be analyzed, designed, fabricated, and constructed in accordance with the applicable edition

of the following criteria. In the case of conflict within these requirements, the most stringent

requirement will govern.

1. Design Earthquake:

a. Occupancy Category II (standard occupancy)

b. Ss=0.08g S1=0.050g

c. Seismic Design Category: A 2. Design Wind Speed: ASCE 710, 145 mph, Exposure C

3. Live Loads:

a. Roof Live Load = 20 psf b. Roof Design Dead Load = Building Weight c. Superimposed Dead Load = 2 psf d. Collateral Load = 8 psf

Foundations and Slabs on Ground

The foundation system for the building will consist of shallow reinforced concrete foundations

and shall bear on suitable compacted soils.

a. The foundations will be designed for an allowable soil bearing pressure of 2,000 psf per

the requirements set forth in the Geotechnical Report by LMJ dated November 10, 2016.

Metal Building Steel Members

a. Shop connections for structural steel shall be welded, and generally field connections

shall be made with high strength bolts in bearing type connections. Load indicator

washers shall be used on all A325 bolts or use tension control bolts. All connections other

than standard AISC connections shall be detailed by the Structural Engineer of Record

P a g e | 2


and shown on the final plan.

b. Light Gage ColdFormed Steel Framing systems used for architectural framing shall be

formed from steel that conforms to the requirements of ASTM A653. All coldformed

steel framing, accessories, and connectors shall receive a G90 galvanized coating.

c. Embedded Steel: Steel embedded in concrete for such purposes as anchor bolts, etc.,

shall be hotdipped galvanized after assembly unless otherwise directed. The use of

dissimilar materials for these purposes shall not be allowed.

d. Metal Building System shall provide a clear span rigid frame.

e. Primary Framing: Rigid frame of rafter beams and straight columns, canopy beams, and

wind bracing.

f. Secondary Framing: Purlins, eave struts, flange bracing, sill supports, fascia framing and

supports, clips, and other items detailed.

g. Materials (Framing)

Structural Steel Members: ASTM A36.

Structural Tubing: ASTM A501.

Plate or Bar Stock: ASTM A529.

Anchor Bolts: ASTM A307, galvanized to ASTM A123, Class B.

Bolts, Nuts, and Washers: ASTM A325.

Welding Materials: AWS D1.1; type required for materials being welded.

Primer: SSPC 15, Type 1, Red Oxide.

Grout: Nonshrink type, premixed compound consisting of nonmetallic aggregate,

cement, water reducing and plasticizing agents, capable of developing minimum

compressive strength of 2400 psi in two days and 7000 psi in 28 days.

References / Design Criteria

The project is located at Hurlburt Field, Florida. The structural beams and associated

components for the new metal building structure shall be analyzed, designed, fabricated, and

constructed in accordance with the applicable edition of the following criteria. In the case of

conflict within these requirements, the most stringent requirement will govern.

1. AISC Manual: American Institute of Steel Construction, Manual of Steel Construction,

Fourteenth Edition

2. AISI Manual: American Iron and Steel Institute, ColdFormed Steel Design Manual

3. ASCE 710: Minimum Design Loads for Buildings and Other Structures.

4. AWS D1.1: American Welding Society, Structural Welding Code – Steel.

5. IBC 2015: International Building Code, 2015 Edition.

6. UFC 120001: Unified Facilities Criteria (UFC), General Building Requirements, June

20, 2016

P a g e | 3


7. UFC 330101: Unified Facilities Criteria (UFC), Structural Engineering with

Change 3, 12 September 2016

8. UFC 130007A "Design/Build Technical Requirements".

9. UFC 401001 Department of Defense Minimum Antiterrorism Standards for

Buildings

Support of NonStructural Items:

All electrical equipment and other auxiliary building features such as, piping, cable trays, etc.

shall be properly supported. All equipment and architectural features shall be adequately

framed, reinforced, and connected.

Force Protection

All structural components, including building envelope, shall comply with the requirements of

UFC401001, “DOD Minimum Antiterrorism Standards for Buildings”, current edition. The

structural members supporting glazed openings will be sized using dynamic analysis software (if

required). Due to proximity of the structure to the nearest threat, it was determined that the

minimum standoff distance shall be 100’. See Structural Drawings for peak and peak impulse

pressures based on the standoff distance and applicable charge weight.

Future Expansion

No provision for future expansion has been allowed. All future additions must be structurally

independent, with footings located so as not to bear over current footings.

216 East Government St. Pensacola, FL 32502 P: 475.1268 F: 850.502.4210

CONSTRUCT TRAINING FACILITY 2 CWSS

HURLBURT AFB

FTEV 161066

STRUCTURAL CALCULATIONS

Calculated By: D. McCarthy

Date: December 1, 2016

MEI Project No: 2016175

100% Structural Foundations

December 1, 2016

January 9, 2017

Final Structural1/9/2017

MCCARTHY ENGINEERING, INC.

Design Criteria

The project is located at Hurlburt AFB, Niceville, Florida. The structure shall be analyzed,

designed, fabricated, and constructed in accordance with the applicable edition of

the following criteria. In the case of conflict within these requirements, the most

stringent requirement will govern. Structural design shall be in accordance with the

criteria, requirements.

• ACI 315: American Concrete Institute, Manual of Standard Practice for

Detailing Reinforced Concrete Structures

• ACI 318111: American Concrete Institute, Building Code Requirements for

Structural Concrete and Commentary.

• AISC Manual: American Institute of Steel Construction, Manual of Steel

Construction, Fourteenth Edition

• AISI Manual: American Iron and Steel Institute, Cold1Formed Steel Design

Manual

• ASCE 7110: Minimum Design Loads for Buildings and Other Structures.

• AWS D1.1: American Welding Society, Structural Welding Code – Steel.

• IBC 2012: International Building Code, 2012 Edition.

• UFC 11200101: Unified Facilities Criteria (UFC), General Building Requirements,

28 November 2011

• UFC 31301101: Unified Facilities Criteria (UFC), Structural Engineering with

Change 2

IBC 2015: International Building Code, 2015

Field


Design Loads

1. Earthquake: UFC 031301101, Use Short Period Ss = 0.09g and One Second Period S1

= 0.05, Seismic Use Group shall be Group II, Site Soil Classification is assumed to

be “D”. When comparing seismic base shear versus wind loads, it is determined

that wind loads control the design of the structure.

a. Importance Factor (I) = 1.0

b. Sds = 0.085

c. Sd1 = 0.080

d. Seismic Design Category = B

e. Cs = 0.024

2. Gravity Loads

• Design Wind Speed: ASCE 7110, 145 mph, Exposure C

• Live Loads:

a. Roof Live Load = 20 psf

b. Roof Design Dead Load = Building Weight

c. Superimposed Live Load = 2 psf

d. Collateral Load = 10 psf

D. Stair Live Load = 100 psf (distributed) / 300 lb (concentrated)


Seismic Design Calculations

IBC2012 (1613), ASCE 710 CHAPTER 11, 12, 13 SEISMIC DESIGN CRITERIA

Response Spectral Acc. (0.2 sec) Ss = 0.080 g Figure 221,223,225,226

Response Spectral Acc.( 1.0 sec) S1 = 0.050 g Figure 222,224,225,226

Soil Site Class Table 2031, Default = D

Site Coefficient Fa = 1.600 Table 11.41

Site Coefficient Fv = 2.400 Table 11.42

Max Considered Earthquake Acc. SMS = Fa.Ss = 0.128g (11.41)

Max Considered Earthquake Acc. SM1 = Fv.S1 = 0.120g (11.42)

@ 5% Damped Design SDS = 2/3(SMS) = 0.085g (11.43)

SD1 = 2/3(SM1) = 0.080g (11.44)

Building Risk Categories Table 1604.5

Design Category Consideration: or flexible with dist. between seismic resisting system <40ft

Seismic Design Category for 0.1sec A Table 11.61

Seismic Design Category for 1.0sec B Table 11.62

S1 < .75g NA Section 11.6

Since Ta < .8Ts (see below), SDC = A SDC is permitted to be determined from T11.61 alone.

IBC, Seismic Design Category A IRC, Seismic Design Category = A

12.8 Equivalent lateral force procedure

Seismic Force Resisting Systems

Ct = 0.028 x = 0.80 T12.82

Building ht. Hn = 57 ft Limited Building Height (ft) =NL

Cu = 1.700 for SD1 of 0.080g Table 12.81

Approx Fundamental period, Ta = Ct(hn)x

= 0.711 12.87 T L = 4.000 Sec

Calculated T shall not exceed ≤ Cu.Ta = 1.209 Use T = 0.711 sec.

0.8Ts = 0.8(SD1/SDS) = 0.750

Is structure Regular & ≤ 5 stories ? 12.8.1.3

Response Spectral Acc.( 0.2 sec) Ss = 0.080g Max Ss ≤ 1.5g

Fa = 1.60

@ 5% Damped Design SDS = ⅔(Fa.Ss) = 0.085g (11.43)

Response Modification Coef. R = 3.5 Table12.21

Over Strength Factor Ωο = 3

Importance factor I = 1 T 1.52

Seismic Base Shear V = C s W

SDS (12.82)

R/I

SD1 (12.83)

(R/I).T

SD1TL (12.84)

T2(R/I)

Cs shall not be less than = 0.044SDS.I≥.01 = 0.010 use 0.01 min (12.85)

Min Cs = 0.5S1I/R N/A For S1 ≥ 0.6g (12.86)

Use Cs = 0.024

Design base shear V = 0.024 W Control

= 0.032

C. MOMENTRESISTING FRAME SYSTEMS

SDC is permitted to be determined from T11.61 alone.

Cs = =0.024

or need not to exceed, Cs = For T≤ TL

or Cs = For T > TLN/A

T12.14

T12.2

TR301.2.2.1.1

IBC 2015


Wind Analysis Calculations

ASCE 710

Project Name: HURLBURT CWSS 2

Location: Hurlburt AFB

By: Jeff McCarthy, P.E.

Start Date: 12/1/2016

Comments:

..\Calculations\WIND LOADS.wls

HURLBURT CWSS 2 December 1, 2016

ASCE7110


ASCE7110

Local Information

Wind Dir. Exposure

1 C

2 C

3 C

4 C

Basic Wind Speed: 145 mph

Topography: None

Optional FactorsThis project uses load combinations

from ASCE 7.

WLS4 11 [1.4] Copyright © 2020 SDG, Inc. Page 1 of 11


ASCE7110

Section 1 Main Section

Enclosure Classification: Enclosed

Wall Length(ft) Overhang(ft)

1 46.67 0.0

2 51.5 0.0

3 46.67 0.0

4 51.5 0.0

Eave Height: 20 ft

Parapet Height: 0 ft

Parapet Enclosure: Solid

Roof Shape:

Roof Slope(:12)

A&B 3.0

Gabled

Top

W1

W2

W3

W4

A B

Front

W3W4W1

A B

Right

W2W3W4

B



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Enclosure Classifications

Wind Dir Wall # Ao(sqft) Ag(sqft) Aoi(sqft) Agi(sqft)

1 1 0.0 3640.0 0.0 5442.2

0.0 2000.0

2 2 0.0 700.0 0.0 5342.2

0.0 1020.0

3 3 0.0 7050.0 0.0 5442.2

0.0 2000.0

4 4 0.0 1275.0 0.0 5342.2

Roof 0.0 15846.7



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Composite Drawing

1

2

3

4

1

2

3

4

A B



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Components and Cladding Input

Component Description Wall/Roof Surface Label Zone Span(ft) Width(ft) Area(sqft)

ROOF 10 SF Roof A (All) 2.0 5.0 10



ROOF 100 SF Roof A (All) 10.0 10.0 100

WALL 10 SF Wall 1 (All) 2.0 5.0 10.0

WALL 20 SF Wall 1 (All) 4.0 5.0 20.0

WALL 50 SF Wall 1 (All) 5.0 10.0 50.0

WALL 100 SF Wall 1 (All) 10.0 10.0 100.0



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Components and Cladding Output

Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ 1GCpi (psf)

ROOF 10 SF A 1 23.2 42.6 0.50 0.18 21.3 13.6 29.0

23.2 42.6 10.90 138.3 146.0 130.7

2 23.2 42.6 0.50 21.3 13.6 29.0

23.2 42.6 11.70 172.4 180.1 164.8

3 23.2 42.6 0.50 21.3 13.6 29.0

23.2 42.6 12.60 1110.8 1118.4 1103.1

ROOF 20 SF A 1 23.2 42.6 0.44 0.18 18.7 11.1 26.4

23.2 42.6 10.87 137.1 144.7 129.4

2 23.2 42.6 0.44 18.7 11.1 26.4

23.2 42.6 11.55 166.0 173.7 158.4

3 23.2 42.6 0.44 18.7 11.1 26.4

23.2 42.6 12.42 1103.1 1110.8 195.4

ROOF 50 SF A 1 23.2 42.6 0.36 0.18 15.3 7.7 23.0

23.2 42.6 10.83 135.4 143.0 127.7

2 23.2 42.6 0.36 15.3 7.7 23.0

23.2 42.6 11.35 157.5 165.2 149.8

3 23.2 42.6 0.36 15.3 7.7 23.0

23.2 42.6 12.18 192.9 1100.5 185.2

ROOF 100 SF A 1 23.2 42.6 0.30 0.18 12.8 5.1 20.4

23.2 42.6 10.80 134.1 141.7 126.4

2 23.2 42.6 0.30 12.8 5.1 20.4

23.2 42.6 11.20 151.1 158.8 143.5

3 23.2 42.6 0.30 12.8 5.1 20.4

23.2 42.6 12.00 185.2 192.9 177.5

WALL 10 SF 1 4 23.2 42.6 1.00 0.18 42.6 34.9 50.3

23.2 42.6 11.10 146.9 154.5 139.2

5 23.2 42.6 1.00 42.6 34.9 50.3

23.2 42.6 11.40 159.6 167.3 152.0

WALL 20 SF 1 4 23.2 42.6 0.95 0.18 40.5 32.8 48.1

23.2 42.6 11.05 144.7 152.4 137.1

5 23.2 42.6 0.95 40.5 32.8 48.1



ASCE7110

Components and Cladding Output

Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ 1GCpi (psf)

WALL 20 SF 1 5 23.2 42.6 11.29 0.18 155.0 162.6 147.3

WALL 50 SF 1 4 23.2 42.6 0.88 0.18 37.5 29.8 45.2

23.2 42.6 10.98 141.7 149.4 134.1

5 23.2 42.6 0.88 37.5 29.8 45.2

23.2 42.6 11.15 149.0 156.7 141.3

WALL 100 SF 1 4 23.2 42.6 0.82 0.18 34.9 27.3 42.6

23.2 42.6 10.92 139.2 146.9 131.5

5 23.2 42.6 0.82 34.9 27.3 42.6

23.2 42.6 11.05 144.7 152.4 137.1



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MWFRS Net PressuresThis data was calculated using the building of all heights method.

Wind Direction 1

# Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ 1GCpi (psf)

1 Windward Wall 15.0 38.8 0.89 0.80 0.18 27.6 20.0 35.3

20.0 41.3 0.80 29.4 21.7 37.1

2 Side Wall 23.2 42.6 0.89 10.70 0.18 126.5 134.2 118.9

3 Leeward Wall 23.2 42.6 0.89 10.48 0.18 118.2 125.9 110.5

4 Side Wall 23.2 42.6 0.89 10.70 0.18 126.5 134.2 118.9

A Windward Roof 23.2 42.6 0.89 10.15 0.18 15.7 113.4 2.0

23.2 42.6 10.70 126.5 134.2 118.9

B Leeward Roof 23.2 42.6 0.89 10.49 0.18 118.6 126.2 110.9

This is load case 1 in ASCE 7110 Figure 27.418. See Figure 27.418 for other cases.


MWFRS WALL = 47.6 PSFMWFRS ROOF = 34.2 PSF


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Wind Direction 2


1 Side Wall 23.2 42.6 0.89 10.70 0.18 126.5 134.2 118.9

2 Windward Wall 15.0 38.8 0.80 27.6 20.0 35.3

20.0 41.3 0.80 29.4 21.7 37.1

23.2 42.6 0.80 30.3 22.7 38.0

25.0 43.2 0.80 30.8 23.1 38.4

26.4 43.8 0.80 31.2 23.5 38.9

3 Side Wall 23.2 42.6 0.89 10.70 0.18 126.5 134.2 118.9

4 Leeward Wall 23.2 42.6 0.89 10.50 0.18 119.0 126.6 111.3

A&B Roof 0 to 11.6 * 42.6 0.89 10.90 0.18 134.1 141.8 126.5

11.6 to 23.2 * 42.6 10.90 134.1 141.8 126.5

23.2 to 46.4 * 42.6 10.50 119.0 126.6 111.3

46.4 to 46.7 * 42.6 10.30 111.4 119.0 13.7

0 to 46.7 * 42.6 10.18 16.8 114.5 0.8


* Distance from windward edge.



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Wind Direction 3


1 Leeward Wall 23.2 42.6 0.89 10.48 0.18 118.2 125.9 110.5

2 Side Wall 23.2 42.6 10.70 126.5 134.2 118.9

3 Windward Wall 15.0 38.8 0.89 0.80 0.18 27.6 20.0 35.3

20.0 41.3 0.80 29.4 21.7 37.1

4 Side Wall 23.2 42.6 0.89 10.70 0.18 126.5 134.2 118.9

B Windward Roof 23.2 42.6 0.89 10.15 0.18 15.7 113.4 2.0

23.2 42.6 10.70 126.5 134.2 118.9

A Leeward Roof 23.2 42.6 0.89 10.49 0.18 118.6 126.2 110.9




ASCE7110


Wind Direction 4


1 Side Wall 23.2 42.6 0.89 10.70 0.18 126.5 134.2 118.9

2 Leeward Wall 23.2 42.6 10.50 119.0 126.6 111.3

3 Side Wall 23.2 42.6 0.89 10.70 0.18 126.5 134.2 118.9

4 Windward Wall 15.0 38.8 0.89 0.80 0.18 27.6 20.0 35.3

20.0 41.3 0.80 29.4 21.7 37.1

23.2 42.6 0.80 30.3 22.7 38.0

25.0 43.2 0.80 30.8 23.1 38.4

26.4 43.8 0.80 31.2 23.5 38.9

A&B Roof 0 to 11.6 * 42.6 0.89 10.90 0.18 134.1 141.8 126.5

11.6 to 23.2 * 42.6 10.90 134.1 141.8 126.5

23.2 to 46.4 * 42.6 10.50 119.0 126.6 111.3

46.4 to 46.7 * 42.6 10.30 111.4 119.0 13.7

0 to 46.7 * 42.6 10.18 16.8 114.5 0.8


* Distance from windward edge.
