FP0 - SJECCD Fire...CONCRETE FILLED METAL DECK. NON-COMBUSTIBLE UNOBSTRUCTED. E. UPRIGHT SPRINKLER TO BE LOCATED WITHIN 12- INCHES BELOW ROOF/FLOOR DECK. QR SIDEWALL SPRINKLER TYCO
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Abbreviations
ABANDON IN PLACE(A)
EXISTING(E)
FUTURE(F)
NEW(N)
RELOCATE/RELOCATED LOCATION(R)
DEMOLITION(X)
ABOVE FINISHED FLOORAFF
AUTOMATIC SPRINKLERAS
BOTTOM OF BEAMBOB
BOTTOM OF DECKBOD
BOTTOM OF PIPEBOP
BOTTOM OF RISERBOR
BUTTERFLY VALVEBV
CENTER LINEC
CHECK VALVECV
DOUBLE DETECTOR CHECK VALVE ASSEMBLYDDCV
DROP NIPPLEDN
EXTENDED COVERAGEEC
ELEVATIONEL
FAHRENHEITF
FIRE DEPARTMENT CONNECTIONFDC
FIRE HYDRANTFH
FLOOR FLANGEFFL
FIRE HOSE CABINETFHC
FIRE HOSE STATIONFHS
FLOW SWITCHFS
FEETFT
FIRE WATERFW
GALLONS PER MINUTEGPM
GATE VALVEGV
HANGERH
HORIZONTAL SIDE WALLHSW
HOSE VALVEHV
INSIDE DIAMETERID
INCHESIN
MAXIMUMMAX
MINIMUMMIN
NIPPLE AND CAPN&C
NOT IN CONTRACTNIC
NUMBERNO
NOT TO SCALENTS
OPEN BAR JOISTOBJ
OUTSIDE DIAMETEROD
OUTSIDE SCREW & YOKEOS & Y
POST INDICATOR VALVEPIV
PRESSURE REDUCING VALVEPRV
PRESSURE SWITCHPS
ROOF MANIFOLDRM
RISER NIPPLERN
SWAY BRACESB
SQUARE FEETSF
SHUT OFF VALVESOV
STANDPIPESP
STANDARD SPRAY PENDENTSSP
STANDARD SPRAY UPRIGHTSSU
TOP OF BEAMTOB
TOP OF PIPETOP
TOP OF RISERTOR
TOP OF STEELTOS
TAMPER SWITCHTS
TYPICALTYP
UNLESS NOTED OTHERWISEUNO
Control
BELL/GONG
CONTROL PANEL
FLOW DETECTION SWITCH
MONITOR SWITCH
PRESSURE GAUGE
TAMPER DETECTOR
WATER MOTOR ALARM
Miscellaneous
2-WAY SWAY BRACE
4-WAY SWAY BRACE
AUXILIARY DRAIN
CONTINUATION OF PIPE
COUPLING
DEMOLITION PIPE
DEMOLITION PIPE
DRY HOSE STATION
ELEVATION CL PIPE TO BOTTOM OF DECK
EXISTING PIPE
FLANGED COUPLING
FLEXIBLE COUPLING
GROOVED CAP
GROOVED COUPLING
HANGER (TEXT INDICATES TYPE)
HYDRAULIC CALCULATION NODE
NEW PIPE
POINT OF CONNECTION
RISER
SCREWED CAP
SCREWED PLUG
UNION
WET HOSE STATION
Sprinkler Heads
RECESSED PENDENT SPRINKLER
UPRIGHT SPRINKLER ON SPRIG
UPRIGHT SPRINKLER
HORIZONTAL SIDEWALL SPRINKLER
Valves
ALARM CHECK VALVE, ELEVATION VIEW
ALARM CHECK VALVE, PLAN VIEW
ANGLE VALVE
CHECK VALVE
DELUGE VALVE
DRY PIPE VALVE WITH QUICK OPEN, ELEVATION VIEW
DRY PIPE VALVE WITH QUICK OPEN, PLAN VIEW
DRY PIPE VALVE, ELEVATION VIEW
DRY PIPE VALVE, PLAN VIEW
INDICATING BUTTERFLY VALVE
NON-RISING STEM VALVE
PREACTION VALVE
VALVE WITH TAMPER SWITCH
Water Service
DOUBLE CHECK BACKFLOW PREVENTER
FIRE DEPARTMENT CONNECTION
FREE STANDING F.D. CONNECTION
O.S.&Y. VALVE
POST INDICATOR VALVE
PRIVATE DOUBLE HOSE HYDRANT
FIRE PROTECTION SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.
F
M
T
1
1
26"
FLEX
H1
T
A. FIRE SPRINKLER DESIGN PER NFPA 13, 2013 EDITION.
GENERAL FIRE PROTECTION SCOPE
B. THE FIRE SPRINKLER SYSTEM WILL BE DESIGNED FOR LIGHT ANDORDINARY HAZARD OCCUPANCIES.
C. AVAILABLE WATER SUPPLY FROM NICKELL FIRE PROTECTION DATED12/02/14. 95 PSI STATIC, 90 PSI RESIDUAL AT 1093 GPM.
UNDERGROUND FIRE WATER MAINFW
GENERAL FIRE PROTECTION NOTES
DESIGN TO MEET REQUIREMENTS OF NFPA 13 (2013 EDITION), CBC (2013 EDITION), AND
REQUIREMENTS OF THE STATE OF CALIFORNIA DSA (DIVISION OF THE STATE ARCHITECT).
2013 NFPA SECTION 10.10.2.1.1, UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TOSYSTEM RISERS SHALL BE COMPLETELY FLUSHED BEFORE CONNECTION IS MADE TOOVERHEAD SPRINKLER PIPING.RISER "STUB-UP" SHALL BE PROTECTED TO PREVENT INSECTS,ANIMALS, AND DEBRIS, ETC. FROM ENTERING THE PIPE.
PROVIDE FLOW TEST DATA AND INDICATE THE LOCATIONS AND HEIGHT ELEVATIONS OF THE
TEST AND RESIDUAL FLOW HYDRANTS. DATA MUST BE NO MORE THAN 6 MONTHS OLD AND
PROVIDE INFORMATION ABOUT AVAILABLE WATER AT THE SITE. INFORMATION MAY COME
FROM THE LOCAL WATER PURVEYOR, UTILITIES COMPANY, OR LOCAL FIRE DEPARTMENT.
2013 NFPA 13 SECTION 10.10.1: A COPY OF COMPLETED AND SIGNED "CONTRACTOR'S
MATERIALS AND TEST CERTIFICATE FOR UNDERGROUND / ABOVE GROUND PIPING" SHALL BE
INCLUDED IN OPERATION AND MAINTENANCE MANUAL.
2013 NFPA 13 SECTION 10.10.2.2.1: ALL PIPING AND ATTACHED APPURTENANCES SUBJECTED
TO SYSTEM WORKING PRESSURE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI, OR 50
PSI ABOVE WORKING PRESSURE, WHICHEVER IS GREATER, AND SHALL MAINTAIN WITHOUT
LOSS FOR 2 HOURS.
2013 NFPA 13 SECTION 6.2.9: PROVIDE SPARE SPRINKLER HEAD CABINET, SPRINKLER
WRENCH, AND NO FEWER THAN 6 SPARE SPRINKLER HEADS MATCHING THE TYPES AND
TEMPERATURE RATING IN EACH PROTECTED AREA FOR SYSTEMS LESS THAN 300 SPRINKLERS
(12 SPARE SPRINKLER HEADS FOR SYSTEMS 300 TO 1,000 SPRINKLERS).
2013 NFPA 13 SECTION 9.3.6.3: THE END SPRINKLER ON EACH LINE SHALL BE RESTRAINED
AGAINST EXCESSIVE VERTICAL AND LATERAL MOVEMENT. BRANCH LINES SHALL BE LATERALLY RESTRAINEDAT INTERVALS NOT EXCEEDING THOSE SPECIFICED IN NFPA13, TABLE 9.3.6.4 (a) BASED ON BRANCH LINEDIAMETER AND VALUE OF Cp.
2013 NFPA 72 SECTION 17.12.2: ACTIVATION OF THE INITIATING DEVICE SHALL OCCUR WITHIN 90 SECONDSOF WATERFLOW AT THE ALARM - INITIATING DEVICE WHEN FLOW OCCURS THAT IS EQUAL TO ORGREATER THAN THAT FROM A SINGLE SPINKLER OF THE SMALLEST ORIFICE SIZE INSTALLED IN THE SYSTEM.
2013 CBC 904.4.3: CONNECTIONS TO PROTECTED PREMISES AND SUPERVISING STATION FIREALARM SYSTEMS SHALL BE TESTED TO VERIFY PROPER IDENTIFICATION AND TRANSMISSION
OF ALARMS FROM AUTOMATIC FIRE EXTINGUISHING SYSTEM.
2013 NFPA 13 SECTION 8.17.2.4.7: SIGNAGE SHALL BE PROVIDED AS REQUIRED.
2013 CBC 903.4.1: THE MAIN FIRE ALARM PANEL VALVE MONITORING AND WATER-FLOW
ALARM AND TROUBLE SIGNALS SHALL BE DISTINCTLY DIFFERENT AND SHALL BEAUTOMATICALLY TRANSMITTED TO AN APPROVED SUPERVISING STATION.
AUTOMATICALLY TRANSMITTED TO AN APPROVED CENTRAL STATION MONITORING COMPANY.
2013 NFPA 13 SECTION 24.5: A PERMANENT HYDRAULIC CALCULATIONS DESIGN PLACARD
SHALL BE ATTACHED TO EACH RISER.
2013 NFPA 13 SECTION 6.9.1 AND 2010 CBC 903.4.2: FLOW SWITCH SHALL BE CONNECTED
TO A 10 INCH OUTSIDE ALARM BELL AT EACH RISER. APPROVED IDENTIFICATION SIGNS
SHALL BE PROVIDED TO OUTSIDE ALARM BELL "SPRINKLER FIRE ALARM - WHEN BELL RINGS
CALL 911 / FIRE DEPARTMENT."
TITLE 19 ARTICLE 906(A): A LABEL OF THE SELF-ADHESIVE TYPE SHALL BE PLACED ON
THE FIRE DEPARTMENT CONNECTION OR ON THE RISER FOR FIRE SPRINKLER SYSTEMS WITH
THE DATE OF SERVICE AND / OR DATE OF INSTALLATION WAS PERFORMED AND LICENSE
NUMBER OF PERSON PERFORMING SERVICE WORK.
2013 NFPA 13 FIGURE 16.1: SPRINKLER CONTRACTOR SHALL COMPLETE AND SIGN
CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR THE ABOVEGROUND PIPING. THIS FORM
SHALL BE GIVEN TO THE PROJECT INSPECTOR WHO WILL FORWARD TO DSA FOR FILING IN
PROJECT RECORDS.
ALL PIPE LENGTHS SHOWN ON PLANS ARE CENTER TO CENTER LENGTHS ROUNDED TO THE NEAREST INCH.
BRACING CALCULATIONS WERE PERFORMED USING THE INFORMATION IN NFPA (2013) 13,CHAPTER 9 AND (2013) CBC, 1613 A.6.3 AND CHAPTER 35.
ALL BRANCH LINE PIPING IS SCHEDULE 40 BLACK STEEL.
ALL MAIN PIPING IS SCHEDULE 10 BLACK STEEL UNLESS NOTED ON PLANS.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
O.
P.
Q.
R.
S.
SUBSTITUTION OF "FLEXIBLE" TYPE PIPING IN LIEU OF "RIGID" PIPE IS NOT PERMITTED ON THISPROJECT.
T.
SYMBOL DESCRIPTION MODEL NO. K-FACTOR ORIFICE SIZE FINISH ESCUTCHEON SIN NO. OF SPRKS
SPRINKLER HEAD LEGENDTEMP
QR UPRIGHT SPRINKLER
QR RECESSED PENDENT
TYCO TY-FRB
TYCO TY-FRB
5.6
5.6
1/2"
1/2"
BRASS
WHITE
1" SPRIG
WHITE
TY3131
TY3231
241
113
200
155
COMMENTS
N/A
N/A
D. BUILDING CONSTRUCTION IS NON-COMBUSTIBLE STEEL BEAMS ANDCONCRETE FILLED METAL DECK. NON-COMBUSTIBLE UNOBSTRUCTED.
E. UPRIGHT SPRINKLER TO BE LOCATED WITHIN 12- INCHES BELOWROOF/FLOOR DECK.
QR SIDEWALL SPRINKLER TYCO TY-FRB 5.6 1/2" BRASS N/A TY3331 1 200 N/A
F. SPRINKLERS ARE NOT REQUIRED IN NON-COMBUSTIBLE CONCEALEDSPACE ABOVE FINISHED CEILINGS PER NFPA #13, 8.15.1.2.1.
G. ALL SPRINKLERS SHALL BE QUICK RESPONSE TYPE.
H. CEILING SPRINKLERS ARE CALCULATED USING AN EQUIVALENT K-FACTORWITH 5.6K SPRINKLERS AND 10'-0" OF 1" SCH 40, 24'-0" FOR FLEXHEAD, 1"TEE AND (2) 1" ELBOWS.
EFORPDERETSI
GE R
REEN
IGN
E
LANOISS
C A L I FOR
N IAS T A T E O F
No. 030802
M
E C H A N ICA
L
HO
RM
OZ L
. JANSSE
NS
E N G I N E E R I N G
I N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
717 Market Street
Suite 500
San Francisco, CA 94103
415.489.7240
415.489.7289
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
Greg Ledesma
2014-0174
SAN JOSE CITYCOLLEGE
PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING
SAN JOSE, CALIFORNIA
SYMBOLS LISTS, GENERALNOTES AND SHEET INDEX -FIRE PROTECTION
FP0.01
1.12.2015
1089-0001
DSA SUBMITTAL
SHEET INDEXFP0.01 SYMBOLS LISTS, GENERAL NOTES AND SHEET INDEX - FIRE PROTECTION
FP1.01 SITE PLAN - FIRE PROTECTION
FP2.01 1ST FLOOR PLAN - PHYSICAL EDUCATION BUILDING - FIRE PROTECTION
FP2.02 2ND FLOOR PLAN - PHYSICAL EDUCATION BUILDING - FIRE PROTECTION
FP4.01 BUILDING SECTIONS - FIRE PROTECTION
FP5.01 DETAILS - FIRE PROTECTION
D
D
D
D
UP
DY
H
##
#
#
#
#
##
##
##
##
#
#
#
#
##
##
#####
#
RAMP∀
LAMPΑ
DC
DA
FH
FH
WV
WV
T
POC
U1
U2
BF1
BF2
BOR
8" FW
8" F
W
8" x 155'-0"
8" x 35'-0"
6" x 120'-0"
WATER SUPPLY TEST DATED 12/2/14BY NICKELL FIRE PROTECTION95 PSI STATIC90 SPI RESIDUAL AT 1093 GPM
6" AMES C300NDOUBLE CHECK DETECTORWITH FDC
FIRE RISER LOCATION
PHYSICAL EDUCATION BUILDING
WELLNESS BUILDING
EFORPDERETSI
GE R
REEN
IGN
E
LANOISS
C A L I FOR
N IAS T A T E O F
No. 030802
M
E C H A N ICA
L
HO
RM
OZ L
. JANSSE
NS
E N G I N E E R I N G
I N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
717 Market Street
Suite 500
San Francisco, CA 94103
415.489.7240
415.489.7289
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
Greg Ledesma
2014-0174
SAN JOSE CITYCOLLEGE
PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING
SAN JOSE, CALIFORNIA
SITE PLAN - FIREPROTECTION
FP1.01
1.12.2015
1089-0001
DSA SUBMITTAL
0' 20' 40'
1" = 20'-0"
1 SITE PLAN - FIRE PROTECTION
E F GA.5 F.2 JH
5
6
7
8
9
B C D
ELEV.
E1.1
HALL
167
PUBLIC WOMEN'SRESTROOM
122
SPECTATOR GYMNASIUM
160
PUBLIC MEN'S RESTROOM
126
MEN'S TEAM SHOWER
147
FOOTBALL LOCKER ROOM
146
TEAM DRESSING ROOM
148
VEST.
149
TEAM DRESSING ROOM
155HYDRONICS
157
WOMEN'S STUDENTLOCKERS
129
MEN'S STUDENT LOCKERS
132
MULTIPURPOSE CLASSROOM
141
SOUTH CORRIDOR
150
TRAINING ROOM
138
TICKETS/ CONCESSIONS
124
TELECOM
125
LOBBY
101
DEAN'S OFFICE
104
OPEN OFFICE
102
OFFICE
109OFFICE
110OFFICE
111
OFFICE
112
OFFICE
113
RISER
123
TRAINING STAFF ROOM
139
WOMEN'S STUDENTRESTROOM
130
MEN'S STUDENT RESTROOM
131
EAST CORRIDOR
137
MEN'S TEAM TOILETS
145
WOMEN'S TEAM TOILETS
153
MACH. ROOM
120
ELEC.
136
OFFICE
103
6" FWP.O.C
A
1
2
3
4
1
FP4.01
2
FP4.01
EQUIPMENT STORAGE
133
MENS
106
STAFF LOCKER
105
WOMENS
107
STAFF LOCKER
108
JAN.
140
VEST.
128
ELEC.
151VEST.
144
OFFICE
135
GYM EQUIPMENT
134
LAUNDRY
159
1"
10' - 0"
8' - 3"
4' -
9"
4' -
10
"
10' - 0" 12' - 0"10' - 0"9' - 10"10' - 0"
1' -
4"
2' -
0"
1' -
10
"3
' - 6
"
0' -
7"
0' -
7"
0' -
7"
0' -
7"
0' -
7"
6' - 0" 12' - 0" 3' - 1" 12' - 11" 12' - 0" 10' - 0"
0' -
8"
0' -
8"
0' -
8"
10
' - 0
"
1' -
4"
1' -
4"
6' - 0" 8' - 0"
1' -
4"
1' -
4" 7' - 1" 4' - 11" 8' - 0" 12' - 0" 10' - 0"
0' -
8"
0' -
8"
0' -
8"
69 74
75
79
64
63
10
' - 0
"7
' - 2
"
1' -
1"
2' -
2"
4' - 1" 7' - 2" 11' - 7" 12' - 4" 9' - 7" 7' - 6" 9' - 4" 8' - 11" 8' - 0" 8' - 3" 8' - 8" 8' - 8"
11
' - 8
"
6' - 6"
3' -
10
"4
' - 2
"
1' - 5"6' - 7"
5' -
4"
6' - 8"
9' -
0"
2' - 3"5' - 2"
1' -
6"
2' - 2"
3' -
10
"
7' - 11"
19
' - 1
0"
2' - 3"
3' -
2"
5' - 1"
3' -
10
"
3' - 7"
3' - 5"
4' -
2"
6' -
8"
2' -
10
"
3' - 0"
3' - 0"
3' -
9"
3' - 7"
2' -
8"
3' - 5"
10
' - 7
"9
' - 7
"9
' - 0
"1
0' -
2"
2' - 1"
9' - 0"
12
' - 1
"
3' - 1"
13
' - 0
"
3' - 0"
6' -
4"
3' - 0"
2' -
7"
4' - 0"
9' -
10
"
4' - 0" 5' - 0"
9' -
10
"
5' - 0" 2' - 0"
9' -
10
"4
' - 2
"
2' - 0"
4' -
2"
4' -
2"
13
' - 0
"
13
' - 0
"
13
' - 0
"
2' - 1"5' - 1"4' - 1"
12
' - 1
"
4' - 0" 5' - 0"
12
' - 1
"
12
' - 1
"
2' - 0"
11
' - 2
"
11
' - 2
"
11
' - 2
"
2' - 6"
9' -
0"
8' -
5"
9' -
7"
9' -
7"
13
' - 3
"
11
' - 0
"
4' - 0"
5' - 7"
3' - 0"
12
' - 4
"1
3' -
11
"
3' - 0"3' - 7"
14
' - 0
"13
' - 3
"
5' - 7"
12
' - 6
"
1' - 7"
5' -
2"
4' - 10"
8' -
9"
10
' - 1
1"
10
' - 6
"
15
' - 3
"
1' - 8"1' - 7"
4' -
0" 6' - 8" 6' - 2"
15
' - 3
"4
' - 0
"
4' - 11" 1' - 9" 6' - 4"
2' -
1"
9' -
6"
1' -
10
"
9' - 6"
6' -
0"
1' - 5"
13
' - 1
"
1' - 5"
11
' - 4
"
1' - 6"
9' -
7"
1' - 5"
9' -
10
"
1' - 5"
9' -
1"
1' - 6"
8' -
3"
1' - 5"
8' -
7"
1' - 5"
8' -
11
"
1' - 5"
7' -
6"
1' - 5"
4' -
8"
1' - 6"
3' -
2"
1' - 5"5' - 3"3' - 5"4' - 7"
15
' - 6
"
4' - 4"
3' -
1"
3' - 8"
3' -
1"
9' - 8"
3' -
1"
8' -
11
"
5' - 6" 0' -
7"
5' - 8"7' - 8"10' - 0"7' - 1"36' - 8"
2' -
1"
0' -
7"
0' -
7"
0' -
7"
9' -
0"
4' - 4"3' - 8"9' - 8"10' - 0"14' - 6"11' - 0"9' - 11"8' - 4"10' - 0"10' - 2"8' - 0"7' - 1"
3' -
10
"
3' -
10
"
1' -
8"
1' -
8"
0' -
9"
0' -
9"
3' -
8"
0' -
5"
0' -
5"
0' -
5"
0' -
5"
10' - 0"8' - 2"7' - 11"2' - 0"7' - 4"2' - 3"6' - 0"1' - 8"8' - 4"9' - 7"2' - 0"9' - 3"
3' -
7"
3' -
11
"
2' -
10
"
2' -
3"
3' -
9"
3' -
9"
2' -
3"
3' -
9"
4' -
10
"
2' -
5"
3' -
9"
3' -
7"
3' -
11
"
2' -
10
"
3' -
1"
10' - 0"5' - 11"19' - 11"
2' -
6"
0' -
11
"
0' -
11
"
4' -
2"
3' -
6" 13' - 0" 13' - 0" 13' - 0"
1' -
4"
10
' - 0
"
1' - 1"8' - 11"1' - 0"5' - 8"
76706561
20
18
10
6
32
8 9
17161513
4 5
1412
1
7
11
19
78726762
71 7766
68 73
BOR
TOR
1" 1"
2-1
/2"
1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1"
1"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"
1-1/2" 1-1/2" 1-1/2" 1-1/2" 1"
10' - 9"
2-1
/2"
2-1
/2"
2-1/2" UP 21'-3"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"1"
1"
1"
1"
1"
1"
1"
1"
1"
4" RISER
3"3"3"3"3"3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
2-1
/2"
2-1
/2"
2-1
/2"
3"3"3"
3"3"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1"
1"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1"
1"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
1-1
/2"
2" 2" 2"
6' -
3"
3' -
7"
3' -
7"
6' -
3"
1" 1" 1" 1"
1"1"1"1"
1" 1" 1" 1"
1"1"1"1"
1"
1"
1"
1"
1"
1"
1"
1" 1"
1"1"
1"1"
1"1"
1"
1"
1"1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"
1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2"
1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"
1"
1"
1"
1"
1"
1"
1"
1"
1" 1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"1
"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1-1/2"
2
4
4
REMOTE AREA 1.10/900
REMOTE AREA 2.15/959
1
2-1/2" UP2
"2
"2
"2
"
HYDRAULIC REMOTE AREA
REMOTE AREA
HAZARD
AREA OF APPLICATION
NO. OF SPRINKLERS
DENSITY
SYSTEM DEMAND AT BASE OF RISER
HOSE INSIDE
OUTSIDE
COVERAGE PER SPRINKLER
COMMENTS
REMOTE AREA 1
LIGHT HAZARD
900 SQ FT
12 SPRINKLERS
.10 GPM/SF
66.6 PSI AT 280 GPM
0
100
225 SF MAX
DESIGN AREA REDUCTION FOR
QR SPRINKLERS AT 10' CLG
NFPA #13, 11.2.3.2.3.1
HYDRAULIC REMOTE AREA
REMOTE AREA
HAZARD
AREA OF APPLICATION
NO. OF SPRINKLERS
DENSITY
SYSTEM DEMAND AT BASE OF RISER
HOSE INSIDE
OUTSIDE
COVERAGE PER SPRINKLER
COMMENTS
REMOTE AREA 2
ORDINARY HAZARD 1
959 SQ FT
9 SPRINKLERS
.15 GPM/SF
19.7 PSI AT 178 GPM
0
250
130 SQ FT
ENTIRE ORDINARY HAZARD
AREA
1-1
/4"
1-1
/4"
1"
1"
1"
1"
4' -
8"
7' -
10
"5
' - 2
"3
' - 9
"3
' - 3
"2
' - 7
"
2
3
2' - 6"
4' -
9"
1"
EFORPDERETSI
GE R
REEN
IGN
E
LANOISS
C A L I FOR
N IAS T A T E O F
No. 030802
M
E C H A N ICA
L
HO
RM
OZ L
. JANSSE
NS
E N G I N E E R I N G
I N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
717 Market Street
Suite 500
San Francisco, CA 94103
415.489.7240
415.489.7289
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
Greg Ledesma
2014-0174
SAN JOSE CITYCOLLEGE
PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING
SAN JOSE, CALIFORNIA
1ST FLOOR PLAN -PHYSICAL EDUCATIONBUILDING - FIREPROTECTION
FP2.01
1.12.2015
1089-0001
DSA SUBMITTAL
0' 4' 8' 16'
1/8" = 1'-0"
1 1ST FLOOR PLAN – PHYSICAL EDUCATION BUILDING – FIRE PROTECTION
SHEET KEYNOTES1 NON-COMBUSTIBLE PROJECTION DOES NOT
REQUIRED SPRINKLERS PER NFPA #13, 8.15.7.2
GENERAL SHEET NOTESA. CONSTRUCTION IS NON-COMBUSTIBLE,
UNOBSTRUCTED WITH STEEL WIDE FLANGEBEAMS.
B. UPRIGHT SPRINKLERS SHALL BE LOCATED WITHIN12 INCHES OF ROOF/FLOOR DECK.
2 TYPICAL 1 INCH ARMOVER, 48 INCH FLEXHEAD ANDPENDENT SPRINKLER AT FINISHED CEILING.
3 SIDEWALL SPRINKLER IN ELEVATOR PIT.
4 HIGH ROOF AREA.
E F GA.5 F.2 JH
5
6
7
8
9
B C D
ELEV.
E1.1
JANITOR
203
TERRACE
T1
A
1
2
3
4
1
FP4.01
2
FP4.01
SPECTATOR GYMNASIUM
160
CORRIDOR
201
TERRACE
T1
EXERCISE LAB
205
FITNESS CENTER
202
HYDRAULIC REMOTE AREA
REMOTE AREA
HAZARD
AREA OF APPLICATION
NO. OF SPRINKLERS
DENSITY
SYSTEM DEMAND AT BASE OF RISER
HOSE INSIDE
OUTSIDE
COVERAGE PER SPRINKLER
COMMENTS
REMOTE AREA 3
LIGHT HAZARD
1500 SQUARE FEET
13 SPRINKLERS
.10 GPM/SF
51.6 PSI AT 203 GPM
0
100
150
HYDRAULIC REMOTE AREA
REMOTE AREA
HAZARD
AREA OF APPLICATION
NO. OF SPRINKLERS
DENSITY
SYSTEM DEMAND AT BASE OF RISER
HOSE INSIDE
OUTSIDE
COVERAGE PER SPRINKLER
COMMENTS
REMOTE AREA 4
LIGHT HAZARD
1001 SQ FT
10 SPRINKLERS
.10GPM/SF
36.8 PSI AT 161 GPM
0
100
150 SQUARE FEET
DESIGN AREA REDUCTION FOR
QR SPRINKLERS AT 14'-6" CLG
NFPA 13, 11.2.3.2.3.1
1 8 15 20 22 24 26 28 30 32
7 14 19 21 23 25 27 29 31 33
9' -
5"
5' -
3"
4' -
8"
9' -
11
"9
' - 1
1"
12' - 4"
9' -
11
"9
' - 1
1"
9' -
11
"4
' - 8
"5
' - 3
"9
' - 8
"
9' -
8"
9' -
11
"9
' - 1
1"
9' -
11
"9
' - 8
"
9' -
11
"9
' - 1
1"
9' -
11
"9
' - 8
"
9' -
11
"9
' - 1
1"
9' -
11
"9
' - 8
"
9' -
11
"9
' - 1
1"
9' -
11
"9
' - 8
"
9' -
11
"9
' - 1
1"
9' -
11
"9
' - 8
"
9' -
11
"9
' - 1
1"
9' -
11
"9
' - 8
"
9' -
11
"9
' - 1
1"
9' -
11
"9
' - 8
"
9' -
11
"9
' - 1
1"
9' -
11
"9
' - 8
"
9' -
5"
9' -
11
"9
' - 1
1"
9' -
5"
9' -
11
"9
' - 1
1"
9' -
5"
9' -
11
"9
' - 1
1"
9' -
5"
9' -
11
"9
' - 1
1"
9' -
5"
9' -
11
"9
' - 1
1"
9' -
5"
9' -
11
"9
' - 1
1"
9' -
5"
9' -
11
"9
' - 1
1"
9' -
11
"
9' -
5"
9' -
5"
12' - 4" 12' - 4" 12' - 4" 12' - 4" 12' - 4" 12' - 4" 12' - 4" 12' - 4"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
9' -
11
"
9' -
11
"9
' - 1
1"
9' -
11
"9
' - 1
1"
9' -
8"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
4' -
8"
5' -
3"
12' - 4" 12' - 4" 12' - 4" 12' - 4" 12' - 4" 12' - 4" 12' - 4" 12' - 4"7' - 10"4' - 6"
19
' - 1
"
4' - 8" 8' - 3" 2' - 9"
7' -
5"
7' -
3"
10
' - 7
"
5' - 5" 5' - 1"
1' - 11"2' - 6"
12
' - 0
"1
' - 5
"5
' - 1
"4
' - 6
"
12
' - 0
"
12
' - 0
"
12
' - 0
"
11' - 0"12' - 0"12' - 0" 11' - 0"1'-5
"5
'-11
"4
' - 6
"
9'-8
"1
'-5
"
1'-5
"1
3'-0
"
3' -
5"
5' - 0"
2' - 10" 1' - 10"
6' -
4"
6' -
3"
1' -
11
"4
' - 4
"
1' - 5"6' - 10" 13' - 6" 13' - 6" 15' - 0"
3' -
11
"6
' - 1
"1
1' -
7"
10
' - 2
"4
' - 8
"
5' - 0"
4' -
1"
8' -
9"
9' -
1"
9' -
6"
4' -
6"
1' -
6"
10' - 0"
3' -
11
"6
' - 1
"
3' -
11
"6
' - 1
"
3' -
11
"4
' - 4
"
3' -
11
"
7' -
7"
2' -
6"
5' -
2"
8' -
2"
7' -
7"
7' -
10
"8
' - 9
"8
' - 9
"9
' - 1
"9
' - 6
"9
' - 7
"9
' - 1
"8
' - 7
"8
' - 7
"8
' - 1
1"
13' - 6" 13' - 6" 13' - 6"
8' -
10
"5
' - 7
"3
' - 9
"8
' - 1
1"
8' -
7"
8' -
7"
9' -
1"
5' -
1"
4' -
6"
9' -
6"
9' -
1"
8' -
9"
8' -
9"
10
' - 2
"1
1' -
7"
8' -
10
"5
' - 7
"3
' - 9
"
3' -
9"
5' -
7"
2' -
10
"2
' - 9
"3
' - 9
"
8' - 1"
8' -
10
"
8' -
10
"
1' -
0"
7' -
11
"1
' - 0
"7
' - 7
"1
' - 0
"7
' - 7
"1
' - 0
"3
' - 6
"4
' - 6
"
8' - 1"
4' -
6"
1' - 2"
9' -
7"
1' -
0"
8' -
6"
1' -
0"
8' -
1"
8' -
9"
8' -
9"
7' -
10
"1
' - 3
"
8' -
11
"8
' - 7
"8
' - 7
"9
' - 1
"9
' - 6
"9
' - 1
"8
' - 9
"8
' - 9
"1
0' -
2"
11
' - 7
"9
' - 7
"
1' - 5"
2' - 9"
2' - 9"
8' - 1"
8' - 1"
8' - 1"
8' - 1"
8' - 1"
8' - 1"
1' - 5"
2
3
4
5
6
9
10
11
12
13
16
17
18
4254
55
56
57 46
45
44
43
48
49
50
51
41535860
61
62
63 59 57 47 52
1-1/4"x 1'-0" RN
1-1/4"x 1'-0" RN
2-1/2" DN 21'-3"
1" x 0'-9" SPRIGAT HIGH ROOF
REMOTE AREA 3.10/1500
REMOTE AREA 4.10/1001REDUCED DESIGN AREAFOR QR SPRINKLERSAT MAX. 14'-6" CEILING
1"x 1'-7" SPRIGAT LOW ROOF
1
1
LINES AT 0'-4" BELOWWIDE FLANGE BEAMS
2-1
/2"
2-1/2"
1-1
/4"
2" 2" 2" 2" 2"2"2"2"2"
2-1/2"2-1/2"2-1/2"2-1/2" 2-1/2" 2-1/2" 2-1/2" 2-1/2" 2-1/2" 2-1/2" 2-1/2" 2-1/2"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
2
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1"
1"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1-1
/4"
1" 1
"
1"
1"
1"
1"
1"
1"
1"
1"
1" 1
"
2-1/2" 2-1/2" 2-1/2" 2-1/2" 2-1/2"
2-1
/2"
2-1/2" DOWN
2-1/2" 2-1/2" 2-1/2" 2-1/2" 2-1/2"
2-1
/2"
2-1
/2"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1" 1"
2"2"2"
1-1/4"
1-1/4"
2-1
/2"
2-1
/2"
2-1
/2"
2-1
/2"
2-1
/2"
2-1/2" 2-1/2"
1-1
/4"
EFORPDERETSI
GE R
REEN
IGN
E
LANOISS
C A L I FOR
N IAS T A T E O F
No. 030802
M
E C H A N ICA
L
HO
RM
OZ L
. JANSSE
NS
E N G I N E E R I N G
I N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
717 Market Street
Suite 500
San Francisco, CA 94103
415.489.7240
415.489.7289
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.
CONSULTANT
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
Greg Ledesma
2014-0174
SAN JOSE CITYCOLLEGE
PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING
SAN JOSE, CALIFORNIA
2ND FLOOR PLAN -PHYSICAL EDUCATIONBUILDING - FIREPROTECTION
FP2.02
1.12.2015
1089-0001
DSA SUBMITTAL
0' 4' 8' 16'
1/8" = 1'-0"
1 2ND FLOOR PLAN – PHYSICAL EDUCATION BUILDING – FIRE PROTECTION
SHEET KEYNOTES1 LOW ROOF AREA BELOW
GENERAL SHEET NOTESA. CONSTRUCTION IS NON-COMBUSTIBLE,
UNOBSTRUCTED WITH STEEL WIDE FLANGE BEAMS
B. UPRIGHT SPRINKLERS SHALL BE LOCATED WITHIN12 INCHES OF ROOF DECK
2 TYPICAL 1 INCH ARMOVER, 48 INCH FLEXHEAD ANDPENDENT SPRINKLER AT FINISHED CEILING
1ST FLOOR0' - 0"
2ND FLOOR15' - 0"
FITNESS T.O.DECK
31' - 6"
GYM T.O. DECK36' - 2 1/2"
E FA.5 B C DA
SPECTATOR GYMNASIUM
160
1ST FLOOR0' - 0"
2ND FLOOR15' - 0"
FITNESS T.O.DECK
31' - 6"
GYM T.O. DECK36' - 2 1/2"
F GF.2 JH
EAST CORRIDOR
137
CORRIDOR
201
EQUIPMENT STORAGE
133
EFORPDERETSI
GE R
REEN
IGN
E
LANOISS
C A L I FOR
N IAS T A T E O F
No. 030802
M
E C H A N ICA
L
HO
RM
OZ L
. JANSSE
NS
E N G I N E E R I N G
I N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
717 Market Street
Suite 500
San Francisco, CA 94103
415.489.7240
415.489.7289
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
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B
A
B
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J
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6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
Greg Ledesma
2014-0174
SAN JOSE CITYCOLLEGE
PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING
SAN JOSE, CALIFORNIA
BUILDING SECTIONS - FIREPROTECTION
FP4.01
1.12.2015
1089-0001
DSA SUBMITTAL
0' 2' 4' 8'
1/4" = 1'-0"
1 BUILDING SECTION 1 - FIRE PROTECTION
0' 2' 4' 8'
1/4" = 1'-0"
2 BUILDING SECTION 2 - FIRE PROTECTION
GROUND LEVEL
D.I.P. RISER INSTALL PERREQUIREMENTS OF NFPA 24
U.G. PIPING
2"
DR
AIN
BUTTERFLY VALVE WITHINTERNAL SUPERVISORYSWITCH, CONNECT TO FIREALARM
12"
MA
X
FLEX
FLEX
SPARE HEAD BOX
SECTIONAL TEST AND DRAINASSEMBLY
CONNECT FLOW SWITCHTO FIRE ALARM SYSTEM
TEST FLANGE(REMOVE AFTER TESTING)
HYDRAULIC PLACARDS(MOUNT ON RISER)
PIPE SLEEVE 2 PIPESIZES LARGER THANPIPE INSTALLED
FLEX CONDUITFOR BELL
GENERAL INFORMATION SIGN(MOUNT ON RISER)
GAUGE WITH 1/4" CONNECTION,SHUTOFF VALVE ANDPROVISION FOR DRAINING
PIPE TO FLOOR DRAIN OR SAFELOCATION
THRUST BLOCK OR RESTRAINED JOINTSYSTEM INSTALLED PER THE REQUIREMENTSOF NFPA 24
ALARM BELL 120 VAC
4" FIRE RISER
ALL THREAD ROD
3/8" FOR PIPE TO 4"
RETAINING
TOLCO 65 BEAM CLAMP
TOLCO 200 ADJUSTABLE RING
HANGER
STRAP TOLCO 69
NO LOCKNUT REQ'D VIEW A-A
A
A
LOCKING THREAD
CONNECTION
30° 45° 60°
X 1425 1744
ALLOWABLE LOADS (lbs)
*SHOWN IN LATERAL BRACE APPLICATION*
TOLCO FIG. 909 SWIVELSWAY BRACE FITTING
SWAY BRACE ATTACHMENT
TOLCO FIG. 1001
TOLCO FIG. 800 SWAYBRACE ATTACHMENT TOSTEEL I-BEAM
SCH. 40 BRACE PIPE1"x7'-0" MAX LENGTH1-1/4"x9'-0" MAX LENGTH
SCH. 40 BRACING PIPE
TO VERIFY PROPER INSTALLATION
TORQUE, TIGHTEN BOLT UNTILEARS TOUCH
SWAY BRACE ATTACHMENT
TO STEEL I-BEAM
IMPORTANT STRUCTURAL NOTE: TOLCOSTEEL FIG. 65 COMPONENTS WERE USEDDURING STRUCTURAL TESTING AND AREREQUIRED TO ACHIEVE THE LISTEDRESULTS. MALLEABLE IRON COMPONENTSMUST NEVER BE SUBSTITUTED BECAUSEOF THIS MATERIALS SERIOUS POTENTIALFOR FRACTURE AND FAILURE.
1" ARMOVER (SEE PLAN)
FLEXHEAD MODEL 2048 48" LENGTH
4 INCH MIN. BEND RADIUS PER UL
LISTING. VERTICAL BENDS ARE NOT
PERMITTED.
PROVIDE 1/2" OUTLET FOR RECESSED PENDENTS
SUSPENDED CEILING
TYPICAL BRANCHLINE
4 IN.
INSTALL ALL THREAD
ROD TIGHT TO PIPE
VERTICAL HANGER
*SHOWN IN LONGITUDINAL BRACE APPLICATION*
PIPE CLAMP
FOR SWAY BRACE
TOLCO FIG. 4L
SWIVEL SWAY
BRACE FITTING
ATTACHMENT TO
STEEL I-BEAM
TOLCO FIG. 909
SCH. 40 BRACE PIPE 1"x7'-0" MAX LENGTHAT MINIMUM 60-DEGREES FROM VERTICAL
SWAY BRACE
TOLCO FIG. 800
3/8" ALL THREAD ROD
COOPER B-LINE B30193/8" METAL DECK INSERT
TOLCO FIG 703/8" ROD COUPLING
STEEL PLATE
TOLCO FIG 200PIPE RING
TOLCO FIG 200 PIPE RING
HILTI KWIK BOLT TZ3/8"x 3-1/4" EMBED
3/8" ALL THREAD RODUP TO 4" PIPETO LC O
TOLCO FIG 703/8" ROD COUPLING
NUT REQ'DNO LOCK
VIEW A-ATOLCO FIG 69RETAINING STRAP
A
A
TOLCO 65 BEAM CLAMP
ALL THREAD ROD3/8" UP TO 4" PIPE
CONNECTION
LOCKING THREAD
HANGER
TOLCO FIG 200ADJUSTABLE RING
FIG. 909
SWIVEL SWAYTOLCO FIG 909W/ HILTI KB TZ1/2" X 3-1/4 EMBED
1" SCH 40 BRACE PIPE45-DEGREE MIN.
SWAY BRACE ATTACHMENT
"FAST CLAMP''
FIG. 1001R
CENTER OF TILE (PEND.) DIAGRAM
2 X 2 TILE 2 X 4 TILE
CENTER OF TILE (PEND.) DIAGRAM
1"-
0"
1'-0"
4'-0"
1'-0" 1'-0" 1'-0"
2"-0"
1'-0" 1'-0"
2'-0"
1'-0"
1'-0"
1"-
0"2
'-0"
PIPE TOLCO FIG 6 RISER CLAMP
CLAMP WITH BOLTAND NUT ASSEMBLY
RISER
TWO FIG. 1001 TOLCO
TOLCO FIG. 909 OR
45° 45°
TO STEEL BEAM
WALL
1/2" THRU BOLT
FAST CLAMPS
20 GA. METAL DECK
SAMMY SCREW MODEL XP20USE FOR PIPE SIZED 1"MAXIMUM. SEE LISTING INFOFOR ADDITIONALINFORMATION
3/8" ATR
EFORPDERETSI
GE R
REEN
IGN
E
LANOISS
C A L I FOR
N IAS T A T E O F
No. 030802
M
E C H A N ICA
L
HO
RM
OZ L
. JANSSE
NS
E N G I N E E R I N G
I N T E R F A C E
TEL
FAX
PROJECT
CONTACT
www.interfaceengineering.com
717 Market Street
Suite 500
San Francisco, CA 94103
415.489.7240
415.489.7289
SHEET NO:
DATE:
PROJECT NO:
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.
CONSULTANT
6910 5 31112 8 7 4 2 1
J
K
H
G
F
E
D
C
B
A
B
A
J
K
H
G
F
E
D
C
6910 5 31112 8 7 4 2 1
NO. ISSUE DATE
ARCHITECT'S STAMP APPROVAL
Greg Ledesma
2014-0174
SAN JOSE CITYCOLLEGE
PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING
SAN JOSE, CALIFORNIA
DETAILS - FIREPROTECTION
FP5.01
1.12.2015
1089-0001
DSA SUBMITTAL
NO SCALE
1 WET SPRINKER RISER
NO SCALE
2 C-CLAMP HANGER WITH RETAINER STRAP
NO SCALE
3 SWAY BRACE ATTACHMENT TO STEEL I-BEAM
NO SCALE
4 DROP TILE CEILINGS - SPRINKLER DROP
NO SCALE
5 SWAY BRACE ATTACHMENT TO STEEL I-BEAM
NO SCALE
6 CONCRETE DECK INSERT HANGER
NO SCALE
7 DRILLED CONCRETE ANCHOR HANGER
NO SCALE
8 TOP BEAM CLAMP, ROD AND RING
NO SCALE
9 LATERAL EARTHQUAKE BRACE
NO SCALE
10 TILE DETAIL
NO SCALE
11 RISER CLAMP
NO SCALE
12 RISER BRACE
NO SCALE
13 HANGER AT METAL DECK
SheetsFP0.01 - SYMBOLS LISTS, GENERAL NOTES AND SHEET INDEX - FIRE PROTECTIONFP1.01 - SITE PLAN - FIRE PROTECTIONFP2.01 - 1ST FLOOR PLAN - PHYSICAL EDUCATION BUILDING - FIRE PROTECTIONFP2.02 - 2ND FLOOR PLAN - PHYSICAL EDUCATION BUILDING - FIRE PROTECTIONFP4.01 - BUILDING SECTIONS - FIRE PROTECTIONFP5.01 - DETAILS - FIRE PROTECTION
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