deane + strollo, llc

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· · · NFPA SPACING REQUIREMENTS NFPA 13 2007 EDITION TABLE 9.2.2.1 AND SECTIONS 9.2.3.3 AND 9.2.3.4.1 · · · REFERENCED CONSTRUCTION DOCUMENT FINAL SUBMISSION DEANE + STROLLO, LLC 718 Virginia Drive Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994 ENGLEY - BROOKS ENGINEERING 1324 E. 24th Street - Sanford, FL. 32771 T: (407) 808-8344 F: (407) 540-9403

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Page 1: DEANE + STROLLO, LLC

··

·

NFPA SPACING REQUIREMENTS

NFPA 13 2007 EDITION TABLE 9.2.2.1 AND SECTIONS

9.2.3.3 AND 9.2.3.4.1

···

REFERENCED

CONSTRUCTION DOCUMENT FINAL SUBMISSION

DEANE + STROLLO, LLC

718 Virginia Drive

Orlando, FL. 32803

T: (407) 423-5355 F: (407) 422-5994

ENGLEY - BROOKS

ENGINEERING

1324 E. 24th Street - Sanford, FL. 32771

T: (407) 808-8344 F: (407) 540-9403

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PARTIAL FIRST FLOOR PLAN - NEW FIRE PROTECTION
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1/8" = 1'-0"
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2
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FP100
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14
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8
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7
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F
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6.3
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5.5
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R.4
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S
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T
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A
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B
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C
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Q
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1B124
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1B133
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1B137
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1B153
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1B143
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1B145A
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1B145
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1B147
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1B146
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1B144
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1B148
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1B149
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1B149A
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1B156
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1B157
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1B154
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1B151
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C1 37
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E1 5
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1B136
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1B135
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1B134
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M1 13 1
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1B142
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C1 12B
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C1 12C
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52.7 sq.ft.
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200.3 sq.ft.
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39.5 sq.ft.
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130.7 sq.ft.
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130.7 sq.ft.
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150.2 sq.ft.
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148.3 sq.ft.
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34.6 sq.ft.
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274.5 sq.ft.
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62.0 sq.ft.
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60.0 sq.ft.
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55.7 sq.ft.
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680.7 sq.ft.
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468 sq.ft.
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143.8 sq.ft.
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135.2 sq.ft.
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151.5 sq.ft.
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67.6 sq.ft.
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60.4 sq.ft.
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103.9 sq.ft.
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70.4 sq.ft.
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24.1 sq.ft.
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273.7 sq.ft.
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47.6 sq.ft.
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20.0 sq.ft.
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20.0 sq.ft.
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118.0 sq.ft.
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120.2 sq.ft.
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55.0 sq.ft.
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15.5 sq.ft.
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STORAGE ROOM
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EQUIPMENT STOR.
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ISOTOPE STORAGE
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CONFERENCE ROOM
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ELECTRIC PANELS
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EXAM ROOM 2
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EXAM ROOM 1
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EXAM ROOM 3
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EXAM ROOM 4
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ENT OFFICE
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CORRIDOR
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STORAGE
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HYPERTHERMIA ROOM
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F.E.C.
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CONTROL ROOM
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ACCELERATOR CONTROL ROOM
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MEA-22
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SUPERFICIAL ROOM
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LINEAR ACCELERATOR ROOM #1
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EXAM. RM. 1
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CORRIDOR
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SIMULATOR CONTROL ROOM
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SIMULATOR
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FILM VIEWING
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DARK ROOM
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STORAGE RM.
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EXAM. RM. 2
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NURSES STATION
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FORM RM.
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TOILET
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CORRIDOR
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TOILET
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MECH. ROOM MEA-27
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1B152
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LINEAR
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ACCELERATOR
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ROOM #2
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1B150
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CONTROL RM.
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LIGHT HAZ.
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O.H. I
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1"
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1"
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1"
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1"
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2'-2"
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2'-2"
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LIGHT HAZ.
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EXISTING SUPPLY MAIN (TYP)
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EXISTING BRANCH LINE (TYP)
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EXISTING BRANCH LINE (TYP)
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1"
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1"
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E.X. REMAIN
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EX-FP
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EX-FP
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1
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EX-FP
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PARTIAL FIRST FLOOR PLAN - DEMOLITION FIRE PROTECTION
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1/8" = 1'-0"
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1
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FP100
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1B124
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CONFERENCE
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ROOM
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ELECTRIC
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PANELS
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1B137
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ROOM 4
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STORAGE
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HYPERTHERMIA
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1B145A
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STORAGE
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1B145
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CONTROL
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ROOM
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1B147
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SUPERFICIAL
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1B146
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ACCELERATOR
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1B144
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LINEAR ACCELERATOR
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1B148
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EQUIPMENT
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FILM VIEWING
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DARK ROOM
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SIMULATOR
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1B150
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CONTROL
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1B152
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BRACHYTHERAPY
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ROOM
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CORRIDOR
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1B155
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EXAM. RM. 1
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1B156
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EXAM. RM. 2
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1B158
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NURSES
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STATION
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ISOTOPE
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STORAGE
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FORM RM.
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1B154
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STORAGE RM.
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TOILET
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1B151
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SIMULATOR
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1B151B
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TOILET
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C1 37
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CORRIDOR
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F.E.C.
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E1 5
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CONTROL ROOM
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AREA
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STOR.
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ROOM
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ROOM #1
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CONTROL
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ROOM
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ROOM
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ROOM
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1B136
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ROOM 3
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1B135
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ROOM 2
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1B134
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EXAM
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M1 13 1
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MEA-22
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1B142
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C1 12B
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CORRIDOR
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C1 12C
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MECH. ROOM
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MEA-27
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52.7 sq.ft.
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39.5 sq.ft.
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ROOM 1
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EXAM
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EXAM
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EXAM
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274.5 sq.ft.
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62.0 sq.ft.
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60.0 sq.ft.
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55.7 sq.ft.
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680.7 sq.ft.
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418.7 sq.ft.
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143.8 sq.ft.
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135.2 sq.ft.
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151.5 sq.ft.
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67.6 sq.ft.
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60.4 sq.ft.
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103.9 sq.ft.
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70.4 sq.ft.
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24.1 sq.ft.
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273.7 sq.ft.
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47.6 sq.ft.
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34.6 sq.ft.
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20.0 sq.ft.
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20.0 sq.ft.
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118.0 sq.ft.
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120.2 sq.ft.
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55.0 sq.ft.
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15.5 sq.ft.
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14
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8
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7
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F
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6.3
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5.5
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R.4
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S
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T
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A
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B
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C
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Q
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R
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DEMO
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EXISTING SUPPLY MAIN (TYP)
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EXISTING BRANCH LINE (TYP)
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EXISTING BRANCH LINE (TYP)
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DEMO
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E.X. REMAIN
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DEMO
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DEMO
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EX-FP
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EX-FP
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EX-FP
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DEMO
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DEMO
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PLAN LEGEND
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GENERAL PLAN NOTES
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KEYED NOTES
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RELOCATED SPRINKLER HEAD. FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY EXISTING.
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R
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EXISTING SPRINKLER HEAD TO REMAIN. FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY EXISTING.
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EXISTING SPRINKLER HEAD TO BE REMOVED AND RELOCATED, SEE NEW WORK PLAN THIS SHEET FOR NEW SPRINKLER HEAD LOCATIONS. FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY EXISTING.
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EXISTING SPRINKLER PIPING TO REMAIN UNLESS OTHERWISE NOTES.
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLWING: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLWING: INTERNATIONAL BUILDING CODE NFPA 13 NFPA 25 2. ALL HANGERS & MATERIALS TO BE IN ACCORDANCE W/ NFPA 13. ALL HANGERS & MATERIALS TO BE IN ACCORDANCE W/ NFPA 13. 3. ALL BRANCH LINES SHALL BE SCH. 40 BLACK STEEL PIPE ALL DROPS SHALL BE 1" ALL BRANCH LINES SHALL BE SCH. 40 BLACK STEEL PIPE ALL DROPS SHALL BE 1" SCH. 40 BLACK IRON PIPE. NO FERROUS MATERIAL SHALL BE UTILIZED IN ALL REQUIRED SPACES, VERIFY REQUIREMENTS WITH OWNER. 4. ALL SPRINKLER HEADS SHALL BE CENTER OF TILE. ALL SPRINKLER HEADS SHALL BE CENTER OF TILE. 5. FIRE PROTECTION CONTRACTOR SHALL THOROUGHLY COORDINATE ALL NEW HEADS, FIRE PROTECTION CONTRACTOR SHALL THOROUGHLY COORDINATE ALL NEW HEADS, HANGERS, PIPING AND ANY ASSOCIATED MATERIAL LOCATIONS WITH NEW AND EXISTING MECHANICAL EQUIPMENT, PLUMBING EQUIPMENT, ELECTRICAL EQUIPMENT AND ALL STRUCTURAL MEMBERS/ OBSTRUCTIONS. IT IS THE RESPONSIBILITY OF THE FIRE PROTECTION CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES AND STRUCTURAL TO AVOID CONFLICTS. 6. LOCATIONS OF EXISTING FIRE SPRINKLER HEADS AND PIPING WHERE DETERMINED VIA LOCATIONS OF EXISTING FIRE SPRINKLER HEADS AND PIPING WHERE DETERMINED VIA SITE VISITS AND EXISTING AS-BUILT INFORMATION. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING EQUIPMENT PRIOR TO DEMOLITION/RENOVATION. 7. ALL WALL PATCHING, CEILING REPAIR, AND OTHER GENERAL WORK REQUIRED FOR ALL WALL PATCHING, CEILING REPAIR, AND OTHER GENERAL WORK REQUIRED FOR INSTALLING SPRINKLER SYSTEMS SHALL BE REPAIRED TO "LIKE NEW CONDITION". (COORDINATE WITH GENERAL CONTRACTOR). 8. FIRE PROTECTION CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE FIRE PROTECTION CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN EQUIPMENT ROUTING AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER MAY BE NECESSARY AND IT IS INTENDED THAT ;SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT.
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SPRINKLER HEADS SHALL BE INSTALLED A MINIMUM OF 2'-2" AWAY FROM SIDE OF OBSTRUCTION PER NFPA 13, 2007 EDITION FIGURE 8.6.5.1.2(B). SEE OBSTRUCTION DETAIL THIS SHEET. DASHED CIRCLE DEPICTS REQUIRED DISTANCE FROM OBSTRUCTION TO SPRINKLER HEAD.
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1
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NEW SPRINKLER PIPING
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FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY EXISTING.
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DEMO
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E.X. REMAIN
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EXISTING PIPING OR SPRINKLER HEAD TO BE REMOVED
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EX-FP
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END POINT OF DEMOLITION
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POINT OF CONNECTION TO EXISTING
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NFPA 13 (2007 EDITION) 8.10.6.1.2
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OBSTRUCTIONS AGAINST WALLS
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Ceiling / Roof Deck
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Obstruction
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Sprk.
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WALL
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A ( D - 8 in. ) + B [ A ( D - 0.2 m ) + B ]
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D 30 in. ( 0.8 m )
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FIGURE 8.10.6.1.2 (b)
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ELEVATION VIEW
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* MAXIMUM HANGER SPACING FOR STEEL PIPE
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C
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3" MIN.
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3" MIN.
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3" MIN.
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C
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B*
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15'-0" MAX.
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12'-0" MAX.
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12'-0" MAX.
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3'-0" MAX.
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4'-0" MAX.
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5'-0" MAX.
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A
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PIPE SIZE
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HANGER RING
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B*
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A
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1-1/2"-8"
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1-1/4"
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1"
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SPRINKLER HEAD
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STEEL PIPE
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HANGER LOCATION DETAIL
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NOTES:
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THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A SPRINKLER, SPRINKLER DROP, OR SPRIG SHALL NOT EXCEED 24 IN.
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SCOPE OF WORK: EXISTING SPRINKLER SYSTEM VERIFICATION: FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FIRE PROTECTION SPRINKLER HEADS AND BRANCH LINE PIPING WITHIN AREA OR RENOVATION. IT IS THE RESPONSIBILITY OF THE FIRE PROTECTION CONTRACTOR TO ASSESS ALL WORK NEEDED TO SUPPORT THE NEW RENOVATIONS AND MODIFICATIONS OF THE EXISTING SPRINKLER SYSTEM PRIOR TO BIDDING. NEW WORK: FIRE PROTECTION CONTRACTOR SHALL ADJUST ALL THE EXISTING SPRINKLER HEAD COVERAGE WITHIN THE AREA OF RENOVATION TO COMPLY WITH THE NEW CEILING/FLOOR PLAN LAYOUTS DEPICTED ON THIS SHEET. SPRINKLER HEAD COVERAGE SHALL COMPLY WITH NFPA 13. ACCEPTANCE TEST CRITERIA: TESTING OF THE FIRE PROTECTION SYSTEM AND ITS COMPONENTS SHALL COMPLY WITH ALL APPLICABLE ITEMS PER NFPA 13, FIGURES 16.1, CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVE GROUND PIPING. SYSTEMS SHALL BE HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI PRESSURE FOR 2 HOURS, OR AT 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE, WHEN THE MAXIMUM PRESSURE TO BE MAINTAINED IN THE SYSTEM IS IN EXCESS OF 150 PSI. THE TESTING PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE INDIVIDUAL SYSTEM OR PORTION OF THE SYSTEM BEING TESTED. THE CONTRACTOR SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS IN ACCORDANCE WITH NFPA-13. COMPLETE THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE(S), AND FORWARD THE APPROVED CERTIFICATE(S) TO THE ARCHITECT/ENGINEER FOR APPROVAL OF THE INSTALLATION. ALL TEST CERTIFICATE(S) SHALL BE DATED, SIGNED AND WITNESSED BY LOCAL AHJ. SUBMIT ONE COPY OF EACH TEST CERTIFICATE TO ARCHITECT/ENGINEER. STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS: THIS IS AN EXISTING BUILDING RENOVATION. REFER TO STRUCTURAL AS-BUILT DRAWINGS FOR LIVE AND DEAD LOADING INFORMATION. THERE ARE NO SIGNIFICANT STRUCTURAL OPENINGS THAT WILL BE REQUIRED FOR THIS FIRE SPRINKLER SYSTEM. POINT OF SERVICE: THIS IS AN EXISTING BUILDING RENOVATION. REFER TO CIVIL AS-BUILT DRAWINGS FOR POINT OF SERVICE LOCATION. APPLICABLE NFPA STANDARD TO BE APPLIED: INTERNATIONAL BUILDING CODE NFPA 13 NFPA 25 CLASSIFICATION OF HAZARD OCCUPANCY OF EACH AREA OR ROOM: REFER TO FLOOR PLAN THIS SHEET FOR ALL ROOM/ AREA OCCUPANCY CLASSIFICATION.
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DENSITY/AREA: .10 GPM/SQ.FT. OVER THE MOST DEMANDING 1500 SQ. FT. OF LIGHT HAZARD OCCUPANCY SPACE AN ADDITIONAL 100 GPM SHALL BE ADDED FOR A TOTAL COMBINED INSIDE AND OUTSIDE HOSE STREAM DEMAND. .15 GPM/SQ.FT. OVER THE MOST DEMANDING 1500 SQ. FT. OF ORDINARY HAZARD GROUP I OCCUPANCY SPACE. AN ADDITIONAL 250 GPM SHALL BE ADDED FOR A TOTAL COMBINED INSIDE AND OUTSIDE HOSE STREAM DEMAND. SPACING: MAXIMUM PROTECTION SHALL BE 225 SQ. FT. FOR ALL LIGHT HAZARD AREAS, AND 130 SQ. FT. FOR ALL ORDINARY HAZARD GROUP I AREAS. CHARACTERISTICS OF THE WATER SUPPLY TO BE USED: FIRE PROTECTION SYSTEM IS IN COMPLIANCE WITH FLORIDA BUILDING CODE SECTION 105.3.1.2 NO HYDRAULIC CALCULATIONS ARE REQUIRED. FLOW TEST DATA: FIRE PROTECTION SYSTEM IS IN COMPLIANCE WITH FLORIDA BUILDING CODE SECTION 105.3.1.2 NO HYDRAULIC CALCULATIONS ARE REQUIRED. VALVE AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER: ALL EXISTING PADDLE TYPE WATER FLOW INDICATORS SHALL HAVE FLOW SWITCHES. ALL EXISTING VALVES CONTROLLING THE EXISTING SPRINKLER SYSTEMS, INCLUDING EXISTING BACKFLOW DEVICE, SHALL HAVE TAMPER SWITCHES. ALL ELECTRICAL DEVICES SHALL BE MONITORED BY CENTRAL STATION OR SIMILAR AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION AND SHALL BE IN COMPLIANCE WITH NFPA 72. QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS: ALL INTERIOR FIRE PROTECTION COMPONENTS SHALL BE FM APPROVED AND UL LISTED. MATERIALS OF INTERNATIONAL ORIGIN ARE NOT ACCEPTABLE.
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%%uFIRE PROTECTION DESIGN CRITERIA:
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FIRE PROTECTION DATA
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LIGHT HAZARD
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WET PIPE
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1/2" UNLESS OTHERWISE NOTED
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30 MIN.
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.10 GPM/SQ. FT.
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DURATION OF SUPPLY:
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SPRINKLER ORIFICE SIZE:
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DESIGN DENSITY:
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SYSTEM TYPE:
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OCCUPANCY CLASSIFICATION:
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100 GPM
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225 SQ. FT. (15' X 15')
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WET PIPE
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.15 GPM/SQ. FT.
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ORDINARY HAZARD GROUP I
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60-90 MIN.
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1/2" UNLESS OTHERWISE NOTED
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130 SQ. FT. (13' X 10')
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250 GPM
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HOSE STREAM ALLOWANCE:
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MAX. COVERAGE./SPRINKLER HEAD:
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DURATION OF SUPPLY:
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SPRINKLER ORIFICE SIZE:
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DESIGN DENSITY:
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SYSTEM TYPE:
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OCCUPANCY CLASSIFICATION:
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HOSE STREAM ALLOWANCE:
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MAX. COVERAGE./SPRINKLER HEAD:
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1500 SQ. FT. UNLESS OTHERWISE NOTED
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HYDRAULIC REMOTE AREA:
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1500 SQ. FT. UNLESS OTHERWISE NOTED.
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HYDRAULIC REMOTE AREA:
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LIGHT HAZARD OCCUPANCY CLASSIFICATION
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ORDINARY HAZARD GROUP I OCCUPANCY CLASSIFICATION
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EXISTING FIRE MAIN/BRANCHLINE PIPING TO REMAIN.
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FIELD VERIFY EXISTING.
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EXISTING PENDENT SPRINKLER HEAD TO
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BE REMOVED. FIELD VERIFY EXISTING.
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EXISTING 1" DROP TO BE
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REMOVED AND REPLACED BY
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NEW. FIELD VERIFY EXISTING.
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EXISTING FITTING TO REMAIN. FIELD
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VERIFY EXISTING.
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1" X 1/2" REDUCER
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1" DROP
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1" ARMOVER PIPING.
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1" DROP
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90%%D ELBOW
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90%%D ELBOW
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ROUTE AND TIE NEW 1" PIPING TO EXISTING FITTING. FIELD VERIFY EXISTING.
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EXISTING 1" X 1/2" REDUCER
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TO BE REMOVED AND REPLACED
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WITH NEW. FIELD VERIFY EXISTING.
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RELOCATED PENDENT SPRINKLER HEAD.
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NTS
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%%uRETURN BEND DETAIL
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PARTIAL FIRST FLOOR PLANS - FIRE PROTECTION
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RC
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RC
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FP100
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KEY PLAN N.T.S.
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PATIENT RECREATION AREA
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N.W. 16TH STREET
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N.W. 16TH STREET
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WAGNER CREEK
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N.W. 14TH AVENUE
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N.W. 12TH AVENUE
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TRAILERS
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TRAILERS
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POLICE BOOTH
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POLICE BOOTH
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POLICE BOOTH
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ENTRANCE
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ENTRANCE
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ENTRANCE
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FUEL TANK
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FUEL TANK
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FUEL TANK
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FUEL TANK
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FUEL TANK
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FUEL TANK
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ENGINEERING STORAGE 40
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9
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8
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RESEARCH AND EDUCATION 7
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15
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CENTRAL PLANT 44
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INCINERATOR BLDG. 5
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14
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BULK OXYGEN No. 4
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RAD. THERAPY
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MAIN HOSPITAL BLDG. No.1
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M.I.C.U. C.C.U.
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AMBULATORY CARE
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BLDG. 2
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COMMUNITY LIVING CENTER BLDG. 10
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MRI TRAILER
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PET/CT TRAILER
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COOLING TOWER No.38
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SPINAL CORD
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TOWER
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RADIATION WASTE 39
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ENTRANCE
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6
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E
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E
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W
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S
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D
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E
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CB
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WATER TOWER 70
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FISHER HOUSE BLDG. No.68
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O.R. TRAILERS
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O.R. TRAILERS
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REFERENCED
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Drawing Title
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Approved: Project Director
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Project Title
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Date
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Location
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Checked
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Building Number
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Project Number
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Drawing Number
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Drawn
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Dwg. of
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Revisions:
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Date
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
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one eighth inch = one foot
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16
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8
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4
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0
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B
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A
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C
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D
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E
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F
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three inches = one foot
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6"
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1
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0
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6"
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one and one half inches = one foot
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one inch = one foot
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2
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0
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6"
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6"
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0
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2
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three quarters inch = one foot
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one half inch = one foot
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4
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0
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three eighths inch = one foot
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4
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0
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0
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4
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8
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one quarter inch = one foot
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VA FORM 08-6231
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1
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2
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3
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4
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5
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6
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8
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7
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9
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F
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E
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D
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C
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B
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A
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9
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7
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8
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6
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5
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4
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3
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2
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1
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Office of Construction and Facilities Management
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SITE PREP FOR LINEAR ACCELERATOR
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1201 NW 16th ST, MIAMI, FL.
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NOVEMBER 18, 2016
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38
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546-CSI-110
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1