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

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IGN

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LANOISS

C A L I FOR

N IAS T A T E O F

No. 030802

M

E C H A N ICA

L

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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

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

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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

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

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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

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B

A

B

A

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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