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2009
Capt. Kelvin L. Davis
BGSU Fire Instructor Class
Burn Date 7/8/2009
Maumee Training Facility 700 Mingo Drive, Maumee, OH 43537
Acquired Structure Site Plan
Title: Acquired Structure Site Plan
Section: Exterior Photos
Purpose: General InformationLesson: Hydraulic
VentilationPage: 1 of 9
Prepared By: Kelvin L. Davis Date: 5/21/09
A B
C D
Notes:
Exterior Dimensions - 34.6’ X 36.6’
Title: Acquired Structure Site Plan
Section: 1st Floor Interior
Purpose: General InformationLesson: Hydraulic
VentilationPage: 2 of 9
Prepared By: Kelvin L. Davis Date: 5/21/09
up
up
Notes:
Rooms - 10’ X 14’Windows - 3’6”Entry Doors – 42”Room Doors – 42” / 36”
A
BC
D34.6’
36.6’
Title: Acquired Structure Site Plan
Section: Interior Photos
Purpose: General InformationLesson: Hydraulic
VentilationPage: 3 of 9
Prepared By: Kelvin L. Davis Date: 5/21/09
up
Title: Acquired Structure Site Plan
Section: First Floor Roof
Purpose: General InformationLesson: Hydraulic
VentilationPage: 4 of 9
Prepared By: Kelvin L. Davis Date: 5/21/09
* A
BC
D
Notes:
Handrail around all of roof structure, landing and down stairs
up
up
Title: Acquired Structure Site Plan
Section: Second Floor Interior
Purpose: General InformationLesson: Hydraulic
VentilationPage: 5 of 9
Prepared By: Kelvin L. Davis Date: 5/21/09
* A
BC
D
Notes:
Handrail around all of roof structure, landing and down stairs
Inside Room 10’ X 14’
Outside dimensions of second floor 12’6” X 16’6”
Title: Acquired Structure Site Plan
Section: Photos of Exposures
Purpose: Exposure InformationLesson: Hydraulic
VentilationPage: 6 of 9
Prepared By: Kelvin L. Davis Date: 5/21/09
Notes:
E-1 House on “B” side is xxx from “AD” corner of structure
E-2 Structure is xxx from “AB” corner of Structure
E-3 Fence line from A side is 102’ from BC corner of structure
*
E-3
E-1E-2
Fire Flow DeterminationCalculation – (Building Length X Building Width) / 3 = GPM needed per floor.
(36.6’ X 34.6’) / 3 = GPM
1266.36 / 3 = GPM
422 GPM for the First Floor
(12.5’ X 16.5’) / 3 = GPM for second Floor
206.25 / 3 = 68.5 GPM for Second Floor
490.5 = GPM for Structure
50% Reserve GPM = 245.25
Total Required Flow (including reserve) = 735.75 GPM
AVAILABLE WATER SOURCES
Many hydrants are available around and near the structure with 5” Storz Fittings. Refer to Page 9 for specific locations indicated on map. Photo is Typical of all hydrants. Pressure for hydrants is 60psi and 1000gpm.
Two fire engines with pump capacity of flowing a total of 1000 gpm being supplied with 5” LDH each will be used to supply water. Each engine will be on a separate hydrant to prevent loss of water due to unforeseen reasons.
Title: Acquired Structure Site Plan
Section: 1st Floor Interior
Purpose: Fire Flow & Water RequirementsLesson: Hydraulic
VentilationPage: 7 of 9
Prepared By: Kelvin L. Davis Date: 6/11/09
Title: Acquired Structure Site Plan
Section: 1st Floor Interior
Purpose: Location of Fire Set & Interior PersonnelLesson: Hydraulic
VentilationPage: 8 of 9
Prepared By: Kelvin L. Davis Date: 6/11/09
up
up
Notes:
Ventilation to be conducted out of window on “B” side of structure
Red Line indicates “Backup Charged Line”, Orange indicates “RIT Charged Line”
Evacuation to meet by Command Post in designated area
This is based on wind direction from the DC side of building. This will be adjusted if wind shifts.
A
B
C
D
• Safety Officer• Instructor• Backup Crew w/Hose• RIT w/Hose Evacuation Route
E 2
E 1
E 3
CommandPost
Evacuation Area
Ingress of all Equipment
Egress of all Equipment
EMSStaging
Rehab & Personnel
Staging Area
Yellow IndicatesTaped Perimeter
Additional Equipment Staging Area
PressArea
Red Dots indicate
Hydrant Locations
Black Dots indicate lamp
posts
E1,E2 &E3Are exposures as indicated on
page 6
All Handlines are 1 ¾”
Supply Lines are 5" LDH
Title: Acquired Structure Site Plan
Section: Exterior Layout
Purpose: Location of Exterior Equipment & AreasLesson: Hydraulic
VentilationPage: 9 of 9
Prepared By: Kelvin L. Davis Date: 6/20/09