IDYLLWILD DRIVE - Edl · 2019. 10. 30. · idyllwild drive public f.h. public f.h. flowing hydrant...

IDYLLWILD DRIVE

PUBLIC

F.H.

PUBLIC

F.H.

FLOWING HYDRANT

STATIC = 66 PSI

GPM FLOWING = 1,053 GPM

ELEVATION = 1537 FT.

PRESSURE HYDRANT

STATIC PRESSURE = 66 PSI

RESIDUAL PRESSURE = 62 PSI

ELEVATION = 1537 FT.

EXISTING 10" CIRCULATING

WATER MAIN

8" GATE VA

EXIST. 8" WATTS 909

RPDA BACKFLOW PREVENTER

EXIST. PRIVATE FH

79'-1"

37'-8"

WITH TAMPERS

8"

8"

8'-8"

5'-2"

8"

8"

EXIST. WATTS 709 DCDA W/ TAMPERS

NEW 6" FIRE SPRINKLER

RISER ASSEMBLY

4" DI PIPE

349'-8"

345'-0"

72'-4"

8" GATE VA

EXIST. 8" WATTS 909

RPDA BACKFLOW PREVENTER

WITH TAMPERS

EXISTING 10" CIRCULATING

WATER MAIN

8"

4"

8"

8"

45'-3"

695'-11"

8"

8

2

'

-

6

"

8

"

68'-11"

8"

EXISTING BUILDING H

8"

62'-2"

4"

12'-0"

19-10

D

.

I

.

4

X

6

-

6

D

.

I

.

4

X

6

-

6

D

.

I

.

8

X

6

-

6

D

.

I

.

8

X

6

-

6

4" SUPPLY TO

SEPARATE STRUCT.

APPL. #04-102691

F.F. ELEV. = 1,539

WITH 2-WAY FIRE DEPT. CONNECTION

PRIVATE

F.H.

4"

8"

3-0

W

S

N

E

TRUE NORTH

FP-0.1A

EX

IS

TIN

G S

IT

E H

YD

RA

ULIC

R

EF

ER

EN

CE

P

LA

N

EXISTING SITE HYDRAULIC REFERENCE PLAN

HYDRAULIC REFERENCE PLAN LEGEND

= HYDRAULIC REFERENCE NODE

= GATE VALVE SIZED PER PLAN

= 8" WATTS 909 RPDA WITH BY-PASS METER & TAMPER SWITCHES

= PRIVATE OR PUBLIC FIRE HYDRANT PER PLAN

= POST INDICATOR VALVE (PIV) WITH TAMPER SWITCH CONTROLLING SEPARATE SYSTEM

= NEW 6" FIRE SPRINKLER RISER ASSEMBLY, EXISTING 3" TO BE TIED IN

FIRE PROTECTION SHEET INDEX

DRAWING NO. SHEET TITLE

FP-0.1

FP-0.1A

FIRE PROTECTION HYDRAULIC REFERENCE PLAN

AVAILABLE FIRE FLOW FOR SYSTEM DESIGN

STATIC PRESSURE:

RESIDUAL PRESSURE:

GPM FLOWING:

AVAILABLE FIRE FLOW INFORMATION AND ADJUSTED FOR FINISHED FLOOR ELEVATION (+ 2'-0" @ .433 PSI/FT.)

STATIC PRESSURE:

RESIDUAL PRESSURE:

GPM FLOWING:

66.0 PSI

62.0 PSI

1,053 PSI

58.5 PSI

54.1 PSI

1,053 GPM

= PIPE LENGTH BETWEEN HYDRAULIC REFERENCE NODESX'-X"

AVAILABLE FIRE FLOW

WATTS 709 FLOW CURVE

WATTS 909 FLOW CURVE

4" WATTS 709 DCDA WITH BY-PASS METER & TAMPER SWITCHES

= EXISTING 4"X 2-1/2" X 2-1/2" FIRE DEPARTMENT CONNECTION

8"

= EXISTING 8" C900 CLASS 150 PIPE UNLESS NOTED OTHERWISE

DUCTILE IRON SPOOL PIECES UTILIZED TO TRANSITION ABOVE/BELOW GRADE TYP.

4"

= EXISTING 4" SDR-21 PLASTIC PIPE OR DUCTILE IRON AS NOTED

FIRE SPRINKLER INSTALLATION DETAILS

EXISTING BUILDING H BUILDING DATA

BUILDING AREA = 14,614 SQ. FT.

CONSTRUCTION TYPE: II, NON-RATED

EXISTING/PROPOSED OCCUPANCY: E1 - VOCATIONAL EDUCATIONAL USE

EXISTING SPRINKLER SYSTEM: PROVIDED AT SPRAY BOOTH ONLY (SEE REFERENCE PLANS)

ALL UNDERGROUND PIPING INDICATED IS EXISTING AND TO REMAIN, NOT IN SCOPE OF WORK. IT IS ASSUMED ALL FITTINGS AND JOINTS ARE RESTRAINED PER THE APPLICABLE EDITION OF NFPA-24 AT THE TIME OF INSTALLATION VIA RESTRAINT JOINTS OR THRUST BLOCKS.



FIRE SPRINKLER ROOF PIPING PLAN

FP-0.2

FP-0.3

FP-1.0

FP-2.0

FIRE SPRINKLER REFLECTED CEILING PLAN

10% REDUCTION FOR AUTOMATIC FIRE SPRINKLER DESIGN

AREA C LOSS = 10 PSI @ 640 GPM

AREA C LOSS = 7.5 PSI @ 390 GPM

SCOPE OF WORK

PROVIDE AUTOMATIC FIRE SPRINKLER PROTECTION THROUGHOUT AN EXISTING, PARTIALLY

SPRINKLERED STRUCTURE. THE SCOPE OF WORK FOR THIS SUBMITTAL BEGINS AT FLANGE, 6"

ABOVE THE FINISHED FLOOR IN THE EXISTING AUTOMATIC FIRE SPRINKLER RISER ROOM.

SHEET NO:

SCALE:

DATE:

DRAWN BY:

PROJECT NO:

PR

OJE

CT

:

AD

DR

ES

S:

SH

EE

T T

IT

LE

:

4214 FLOYD DRIVE

CORONA, CA. 92883

PHONE: 951-427-3781

EMAIL: [email protected]

FAX: 951-427-3655

RE

VIS

IO

NS

SP

RIN

KLE

RS

SY

MM

AK

E &

M

OD

EL

K-F

AC

TT

EM

PS

IZ

EF

IN

IS

HC

AN

OP

YQ

TY

NO

.D

AT

ED

ES

CR

IP

TIO

N

TO

TA

L S

PR

IN

KLE

RS

T

HIS

S

HE

ET

AU

TH

OR

IT

Y H

AV

IN

G JU

RIS

DIC

TIO

N

DE

PA

RT

ME

NT

PH

ON

E

SPB

5-9-19

SA

N JA

CIN

TO

, C

ALIF

OR

NIA

500 ID

YLLW

ILD

D

RIV

E

P-1105

DIV

IS

IO

N O

F T

HE

S

TA

TE

A

RC

HIT

EC

T'S

O

FF

IC

E

SA

N JA

CIN

TO

H

IG

H S

CH

OO

L

BU

ILD

IN

G H

- V

OC

AT

IO

NA

L

DSA STAMP LOCATION

SHOWN FOR REFERENCE ONLY

APP. INC:REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

04-118083

✔ ✔

06/12/2019

3

2

3

1A

1B

A

A

System No.W-L-1001 : CSFM # 4485-0941:103

F Ratings - 1, 2, 3 and 4 Hr (See Items 2 and 3)

T Ratings - 0, 1, 2, 3, and 4 Hr (See Item 3)

L Rating At Ambient - less than 1 CFM/sq ft

L Rating At 400 F - less than 1 CFM/sq ft

1. Wall Assembly - The 1, 2, 3 or 4 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in

the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing may consist of either wood studs (max 2 hr fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4

in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC.

B. Gypsum Board* - Nom 1/2 or 5/8 in. (13 or 16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as

specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm).

2. Through Penetrant - One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be

min of 0 in. (0 mm) (point contact) to max 2 in. (51 mm). Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe - Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe - Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. (305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe.

C. Conduit - Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing

D. Copper Tubing - Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing

E. Copper Pipe - Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.

F. Through Penetrating Product* - Flexible Metal Piping - The following types of steel flexible metal gas piping may be used:

1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

OMEGA FLEX INC


TITEFLEX CORP

A BUNDY CO


WARD MFG INC

3. Fill,Void or Cavity Material* - Caulk or Sealant - Min 5/8. 1-1/4,1-7/8 and 2-1/2 in. (16, 32, 48 and 64 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with

both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall.

The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table.

The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below:

FIRE STOP DETAIL FOR ALL WALL PENETRATIONS

MAX. PIPE OR

CONDUIT DIA.

F-RATING

HR

T-RATING

HR

1

1

4

6

12

1 OR 2

3 OR 4

1 OR 2

3 OR 4

1 OR 2

0

0

0

3 OR 4

0+, 1 OR 2

+ WHEN COPPER PIPE IS USED, T RATING IS 0 HR.

16-1/2"

9-1/2"

7-1/2"

5-1/2"

3-1/2"

D 30 IN.

A [D-8 IN.] + B

A D

POSITIONING OF SPRINKLERS TO AVOID

OBSTRUCTIONS AGAINST WALLS (SSU/SSP)

2016 NFPA 13, FIGURE 8.6.5.1.2 (b)

2016 NFPA 13 - TABLE 8.6.5.1.2 POSITIONING OF SPRINKLERS

POSITIONING OF SPRINKLERS TO AVOID

OBSTRUCTIONS TO DISCHARGE (SSU/SSP)

ELEVATION VIEW

OB

ST

RU

CT

IO

N

CEILING

2 FT. TO < 2 FT. 6 IN.

3 FT. 6 IN. < 4 FT.

4 FT. 6 IN. < 5 FT.

4 FT. < 4 FT. 6 IN.

3 FT. TO < 3 FT. 6 IN.

12"

14"

2-1/2"

0

MAXIMUM ALLOWABLE DISTANCE

OF DEFLECTOR ABOVE BOTTOM OF

OBSTRUCTION (IN.) (B)

DISTANCE FROM SPRINKLERS

TO SIDE OF OBSTRUCTION (A)

LESS THAN 1 FT.

1 FT. 6 IN. TO < 2 FT.

2 FT. 6 IN. TO < 3 FT.

1 FT. TO < 1 FT. 6 IN.

TO AVOID OBSTRUCTIONS TO DISCHARGE (SSU/SSP)

2016 NFPA 13, FIGURE 8.6.5.1.2 (a)

5 FT. < 5 FT.6 IN.

18"

5 FT. 6 IN. < 6 FT.

20"

24"

6 FT. 6 IN. < 7 FT.

30"

35"

6 FT. < 6 FT.6 IN.

7 FT. < 7 FT.6 IN.

2"

CLEARANCE AROUND PIPING

3"

8"4"

4"

3"

3

1

4

"

3

1

2

"

MINIMUM

CORE/SLEEVE

SIZE

1"

1 1/4"

1 1/2"

NOMINAL

PIPE SIZE

4

1

2

"2

1

2

"

2016 NFPA 13, 9.3.4.1:

CLEARANCE SHALL BE PROVIDED AROUND ALL PIPING

EXTENDING THROUGH WALLS, FLOORS, PLATFORMS AND

FOUNDATIONS INCLUDING DRAINS, FIRE DEPARTMENT

CONNECTIONS AND OTHER AUXILIARY PIPING.

6" 10"

8" 12"

2016 NFPA 13, 9.3.4.2:

5"

OBSTRUCTIONS TO DISCHARGE - STANDARD SPRINKLERSCLEARANCE AROUND PIPING REQUIREMENTS

SEE NOTE 1 SEE NOTE 1

SYMBOL USED ON DRAWING =

ARMOVER DETAIL

TABLE ABOVE IS FOR INSTALLATION REFERENCE ONLY AND DOES NOT APPLY TO A SPECIFIC SITUATION OR LOCATION

ON THIS PROJECT. INSTALLING CONTRACTOR SHALL VERIFY CONFORMANCE TO APPLICABLE CODES AND STANDARDS.

SEE NOTE 1

SUSPENDED OR HARDLID CEILING PER

PENDENT SPRINKLER PER PLAN

1" SCH. 40 DROP NIPPLE

BRANCHLINE OR MAIN

TOLCO FIG. 200 PIPE RING WITH

TOLCO FIG. 25 SURGE RESTRAINER

3/8" ALL THREAD ROD

SCH. 40 ARMOVER PER PLAN

24" MAX. PER NFPA 13 SEC. 9.2.3.5.1

SYSTEM PRESSURE NOT IN EXCESS OF 100 PSIATTACHMENT TO STRUCTURE

PER DETAILS ON SHEET FP-0.2

REFLECTED CEILING PLAN

1. THE FIRE SPRINKLER CONTRACTOR'S SCOPE OF WORK FOR THIS PROJECT BEGINS AT THE EXISTING RISER STUB-IN

(6" ABOVE THE FINISHED FLOOR) AND CONSISTS OF INSTALLING A NEW AUTOMATIC FIRE SPRINKLER SYSTEM

DESIGNED PER THE 2016 EDITION OF NFPA 13 AND THE DIVISION OF THE STATE ARCHITECT'S REQUIREMENTS.

2. FIRE SPRINKLER PROTECTION SHALL BE PROVIDED THROUGHOUT THE BUILDING AS REQUIRED PER APPLICABLE

CODES, STANDARDS AND SPECIFICATIONS. THE INSTALLING CONTRACTOR SHALL REVIEW ALL CONSTRUCTION

DOCUMENTS AND PROJECT SPECIFICATIONS PRIOR TO BIDDING AND BE COMPLETELY FAMILIAR WITH THE PROJECT

TO INCLUDE ALL AREAS THAT REQUIRE AUTOMATIC FIRE SPRINKLER PROTECTION.

3. THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH THE EXISTING BUILDING, EXISTING

BUILDING STRUCTURE AND ALL EXISTING UTILITIES. ANY ADDITIONAL FITTINGS, PIPING, OFFSETS, LABOR AND

DESIGN CHANGES THAT MAY BE REQUIRED SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. THE

INSTALLING CONTRACTOR SHALL COORDINATE AN INSPECTION OF THE STRUCTURE PRIOR TO BIDDING TO VERIFY

ALL STRUCTURAL FRAMING AND UTILITY LOCATIONS.

4. PRIOR TO BID, THE CONTRACTOR SHALL VISIT THE JOBSITE AND TAKE MEASUREMENTS AND CONDUCT ANY OTHER

REQUIRED SURVEYS TO COMPLETE THEIR SCOPE OF WORK. THIS INFORMATION SHALL BE COMPARED TO THE

DRAWINGS AND SPECIFICATIONS AS TO THE CONDITIONS UNDER THE WORK WILL BE PERFORMED. NO ALLOWANCE

SHALL BE SUBSEQUENTLY MADE FOR EXTRA EXPENSES DUE TO FAILURE OR NEGLECT TO PERFORM THE

CONTRACTOR'S DUE DILIGENCE.

7. THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR CREATING SHOP DRAWINGS FOR INSTALLATION PURPOSES

THAT CLEARLY IDENTIFY ALL PIPING LOCATIONS, PIPE TYPE, METHODS OF ATTACHMENT TO STRUCTURE, SEISMIC

BRACING, RISER ASSEMBLIES, ETC. AND SHALL BE ALL INCLUSIVE TO COMPLETELY ILLUSTRATE THEIR SCOPE OF

WORK. THE INSTALLING CONTRACTOR SHALL COORDINATE FIRE SPRINKLER SHOP DRAWINGS WITH OTHER TRADES

SHOP DRAWINGS, EQUIPMENT AND ALL INSTALLATIONS. ANY ADDITIONAL FITTINGS, PIPE, SPRINKLERS, DESIGN, ETC.

THAT MAY BE REQUIRED SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND SHALL BE PROVIDED

AT NO ADDITIONAL COST TO THE OWNER. UPON COMPLETION OF SHOP DRAWINGS AND COORDINATION, THE

INSTALLING CONTRACTOR SHALL VERIFY THAT THE HYDRAULIC CALCULATIONS HAVE NOT BEEN ADVERSELY

IMPACTED BY ANY DESIGN AND/OR COORDINATION CHANGES. IF IT IS FOUND THAT FURTHER MODIFICATIONS ARE

REQUIRED BASED ON THE SUBSEQUENTLY PERFORMED HYDRAULIC CALCULATIONS, THESE MODIFICATIONS SHALL

BE DONE TO NO ADDITIONAL COST TO THE OWNER. ANY CHANGES TO THE APPROVED FIRE PROTECTION DESIGN

SHALL BE SUBMITTED TO DSA AS A CCD FOR REVIEW AND APPROVAL.

8. ALL EQUIPMENT AND MATERIAL SHALL BE NEW AND U.L. LISTED FOR FIRE PROTECTION USE. EVERY COMPONENT OF

THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE LISTED OR APPROVED AS A PRODUCT BY THE MANUFACTURER

UNDER THE APPROPRIATE CATEGORY FOR THE INTENDED USE.

9. ALL PIPING AND COMPONENTS SHALL BE RATED FOR A MAXIMUM WORKING PRESSURE OF 175 PSI.

10. A DRAIN TO RECEIVE THE FIRE SPRINKLER MAIN DRAIN DISCHARGE SHALL BE INSTALLED ADJACENT TO THE FIRE

SPRINKLER RISER ASSEMBLY. THE LOCATION OF THE DRAIN SHALL BE COORDINATED WITH THE LOCATION OF THE

THE MAIN DRAIN PIPING OF THE AUTOMATIC FIRE SPRINKLER RISER LOCATION.

11. AUXILIARY DRAINS SHALL BE PROVIDED TO DRAIN SECTIONS OF PIPING THAT CONTAIN TRAPPED WATER AND SIZED

PER NFPA-13 DEPENDENT ON THE VOLUME OF WATER BEING RETAINED.

12. PROVIDE ALL SIGNAGE THAT CLEARLY INDICATES IT USE FOR CONTROL VALVES, AUXILIARY DRAINS, MAIN DRAIN,

TEST CONNECTIONS, AIR RELEASE VALVES, ETC.

13. ALL PIPE LENGTHS INDICATED IN THIS SUBMITTAL ARE CENTER TO CENTER. ACTUAL CUT LENGTHS MAY VARY

DEPENDING ON THE TYPE OF FITTINGS EMPLOYED IN THE AUTOMATIC FIRE SPRINKLER SYSTEM.

14. ALL PIPING SHALL BE SUPPORTED AND BRACED TO STRUCTURAL MEMBERS IN AN APPROVED MANNER. THE ROOF

DIAPHRAGM SHALL NOT BE USED FOR SUPPORT OF ANY PIPING OR BRACING.

15. ALL GROOVED PIPING SHALL BE SCHEDULE 40 WHICH INCLUDES PIPE SIZES 2-1/2" AND LARGER. ALL GROOVED

COUPLINGS SHALL BE OF THE RIGID TYPE EXCEPT AS REQUIRED PER NFPA-13 FOR SEISMIC FLEXIBILITY (I.E. RISER

ASSEMBLIES, VERTICAL PIPING, ETC.)

16. ALL THREADED PIPING SHALL BE SCHEDULE 40 WHICH INCLUDES PIPE SIZES 2" AND SMALLER. THREADED FITTINGS

SHALL BE CLASS 125 CAST IRON CONFORMING TO ASME B16.4. MECHANICAL TEES ARE NOT PERMITTED TO BE USED.

17. ALL THREADED PIPE AND FITTINGS SHALL HAVE THREADS CUT TO ASME B1.20.1 STANDARDS.

18. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF AWS BS.1.

19. ALL WELDING SHALL BE IN ACCORDANCE WITH THE 2016 EDITION OF NFPA-13 SECTION 6.5.2. A WELDING

CERTIFICATE SHALL BE PRESENTED AND APPROVED TO THE PROJECT INSPECTOR.

20. ALL PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR A PERIOD OF NOT LESS THAN TWO HOURS. THIS

TEST SHALL BE WITNESSED BY AND APPROVED BY THE PROJECT INSPECTOR.

21. ANY AUTOMATIC FIRE SPRINKLERS SUBJECT TO MECHANICAL DAMAGE SHALL BE INSTALLED WITH SPRINKLER

GUARDS.

22. FINAL LOCATION AND FINISH OF THE AUTOMATIC FIRE SPRINKLERS PROVIDED IN SUSPENDED OR HARD LID CEILINGS

SHALL BE APPROVED BY THE SAN JACINTO SCHOOL DISTRICT.

23. ALL HYDRAULIC CALCULATIONS SHALL INCLUDE A 10% REDUCTION IN THE MINIMUM EXPECTED STATIC AND

RESIDUAL PRESSURES AS A SAFETY FACTOR FOR POSSIBLE FUTURE WATER PRESSURE DEGRADATION.

24. ALL PIPING SHALL BE SEISMICALLY BRACED AND/OR RESTRAINED PER THE REQUIREMENTS OF NFPA-13 AND THE

APPROPRIATE BUILDING CODES & STANDARDS.

25. THE Ss VALUE FOR THIS PROJECT IS 2.547 CORRELATING TO A SEISMIC COEFFICIENT (Cp) VALUE OF 1.21 PER

NFPA-13 TABLE 9.3.5.9.3.

26. THE COMPONENTS OF HANGER ASSEMBLIES THAT DIRECTLY ATTACH TO THE BUILDING STRUCTURE SHALL BE U.L.

203 LISTED FOR FIRE PROTECTION USE.

27. CLEARANCE AROUND PIPING SHALL BE PROVIDED PER THE 2016 EDITION OF NFPA-13 SECTION 9.3.4. SEE DETAIL ON

THIS SHEET FOR REQUIRED CLEARANCES BASED ON PIPE SIZE.

28. PENETRATIONS THROUGH STRUCTURAL ELEMENTS SHALL NOT BE UTILIZED. AT NO CIRCUMSTANCE SHALL THE

INSTALLING CONTRACTOR NOTCH OR PROVIDE HOLES THROUGH STRUCTURAL FRAMING ELEMENTS. ANY

STRUCTURAL MEMBERS THAT HAVE HAD THEIR INTEGRITY COMPROMISED BY THE INSTALLING CONTRACTOR SHALL

BE REPLACED AT THE EXPENSE OF THE INSTALLING CONTRACTOR.

29. ALL PENETRATIONS THROUGH WALLS OR ASSEMBLIES SHALL BE PROVIDED WITH A U.L. LISTED FIRE STOP PER

DETAIL ON THIS SHEET.

30. NO UNDERGROUND FIRE MAIN PIPING FOR THIS PROJECT IS INCLUDED IN THE SCOPE OF WORK OF THE FIRE

PROTECTION SUBMITTAL (EXISTING AND TO REMAIN).

31. ALL PIPING SUBJECT TO FREEZING (WHERE TEMPERATURE CANNOT BE MAINTAINED ABOVE 40 DEGREES

FAHRENHEIT) AND PROVIDE APPROVED PROTECTION.

32. WHERE EXISTING UNDERGROUND PIPING IS NOT IMMEDIATELY CONNECTED TO THE OVERHEAD PIPING, THE RISER

SHALL BE CAPPED OR OTHERWISE PROTECTED TO PREVENT DEBRIS, DIRT OR ANIMALS FROM ENTERING INTO THE

UNDERGROUND PIPING (WITNESSED BY THE PROJECT INSPECTOR).

33. PROVIDE SPARE SPRINKLER HEAD CABINET, LISTED 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.

34. THE SPRINKLER FLOW SWITCH SHALL BE TESTED TO CONFIRM THAT WHEN THE INSPECTOR'S TEST VALVE IS

ACTIVATED AN ALARM WILL SOUND NO MORE THAN 90 SECONDS AFTER INITIAL FLOW (WITNESSED BY THE PROJECT

INSPECTOR).

35. CONNECTIONS TO PROTECTED PREMISES AND SUPERVISING STATION FIRE ALARM SYSTEMS SHALL BE TESTED TO

VERIFY PROPER IDENTIFICATION AND TRANSMISSION OF ALARMS FROM AUTOMATIC FIRE EXTINGUISHING SYSTEMS

(WITNESSED BY PROJECT INSPECTOR).

36. ALL SIGNAGE SHALL BE PROVIDED AS REQUIRED, INCLUDING RISER ROOM IDENTIFICATION.

37. TITLE 19 ARTICLE 906(A): A LABEL OF THE SELF-ADHESIVE TYPE SHALL BE PLACED ON THE FIRE DEPARTMENT

CONNECTION OR ON THE THE RISER FOR THE FIRE SPRINKLER SYSTEM AND SHALL INCLUDE THE DATE OF

INSTALLATION AND/OR DATE SERVICE WAS PERFORMED AND LICENSE NUMBER OF PERSON PERFORMING SERVICE

WORK.

38. SPRINKLER CONTRACTOR SHALL COMPLETE AND SIGN THE CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR THE

ABOVEGROUND PIPING. THIS FORM SHALL BE GIVE TO THE PROJECT INSPECTOR WHO WILL FORWARD TO DSA FOR

FILING IN PROJECT RECORDS.

39. ALL SPRINKLERS EXPOSED TO THE ATMOSPHERE SHALL BE CORROSION RESISTANT, SEE PIPING PLAN FOR

REQUIRED LOCATIONS IF PRESENT.

PROJECT SCOPE OF WORK AND GENERAL NOTES

NOTE 1

NOTE 1

THE AUTOMATIC FIRE SPRINKLERS INSTALLED IN SUSPENDED PANELS (T-BAR) REQUIREA 2” CLEARANCE AROUND THE PENETRATION THROUGH THE PANEL VIA THE USE OF OVERSIZEDFIRE SPRINKLER ESCUTCHEONS PROVIDING 1" OF FREE MOVEMENT IN ALL HORIZONTALDIRECTIONS TO COMPLY WITH ASCE7-10 SECTION 13.5.6.2.2 THROUGH 13.5.6.3.

HYDRAULIC CALCULATION NOTE

THE APPROVED DSA AUTOMATIC FIRE PROTECTION SUBMITTAL DOCUMENTS DID NOT UTILIZEFLEXIBLE DROP NIPPLES IN THE HYDRAULIC CALCULATIONS. DROP NIPPLES TO BE 1" SCH. 40PIPE TYPICAL.

SHEET NO:

SCALE:

DATE:

DRAWN BY:

PROJECT NO:

PR

OJE

CT

:

AD

DR

ES

S:

SH

EE

T T

IT

LE

:

4214 FLOYD DRIVE

CORONA, CA. 92883

PHONE: 951-427-3781


FAX: 951-427-3655

RE

VIS

IO

NS

SP

RIN

KLE

RS

SY

MM

AK

E &

M

OD

EL

K-F

AC

TT

EM

PS

IZ

EF

IN

IS

HC

AN

OP

YQ

TY

NO

.D

AT

ED

ES

CR

IP

TIO

N

TO

TA

L S

PR

IN

KLE

RS

T

HIS

S

HE

ET

AU

TH

OR

IT

Y H

AV

IN

G JU

RIS

DIC

TIO

N

DE

PA

RT

ME

NT

PH

ON

E

SPB

1-19-19

FP-0.1

SA

N JA

CIN

TO

, C

ALIF

OR

NIA

FIR

E S

PR

IN

KLE

R IN

ST

ALLA

TIO

N D

ET

AILS

500 ID

YLLW

ILD

D

RIV

E

P-1105

DIV

IS

IO

N O

F T

HE

S

TA

TE

A

RC

HIT

EC

T'S

O

FF

IC

E

SA

N JA

CIN

TO

H

IG

H S

CH

OO

L

BU

ILD

IN

G H

- V

OC

AT

IO

NA

L

DSA INSTALLATION AND INSPECTION REQUIREMENTS

2016 NFPA 13 SEC. 8.16.4.1: THE DESIGNER SHALL INDICATE ON THE PLANS ALL PIPING SUBJECT TO FREEZING (WHERE WATER

TEMPERATURE CANNOT BE MAINTAINED ABOVE 40 DEGREES) AND PROVIDE APPROVED PROTECTION. * (PIPING SUBJECT TO

FREEZING CONDITIONS IS NOT PRESENT ON THIS PROJECT). *

2016 NFPA 13 SEC. 10.10.2.1.1: UNDERGROUND MAINS AND LEAD-IN CONNECTIONS TO SYSTEM RISERS SHALL BE COMPLETELY

FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD FIRE SPRINKLER PIPING. WHERE UNDERGROUND PIPING FLUSHED AND

NOT IMMEDIATELY CONNECTED TO THE OVERHEAD PIPING, THE RISER SHALL BE CAPPED OR OTHERWISE PROTECTED TO

PREVENT DEBRIS, DIRT, OR ANIMALS FROM ENTERING INTO THE UNDERGROUND PIPING (WITNESSED BY THE PROJECT

INSPECTOR). * (ALL UNDERGROUND PIPING IS EXISTING FOR THIS PROJECT).

PROVIDE "WET SIGNED" WATER FLOW TEST DATA NO MORE THAN 6 MONTHS OLD AND INDICATE THE LOCATIONS AND HEIGHT

ELEVATIONS OF THE TEST AND RESIDUAL FLOW HYDRANTS. WATER FLOW TEST DATA MUST BE PROVIDED BY OR WITNESSED

BY THE LOCAL WATER PURVEYOR, UTILITIES COMPANY, OR LOCAL FIRE DEPARTMENT.

FIRE PROTECTION CONTRACTOR (C-16) SHALL AFFIX THEIR SEAL, STAMP AND SIGN ALL SUBMITTALS, OR PROVIDE

DOCUMENTATION PER DSA IR A-18.

2016 NFPA 13 SEC. 10.10.2.2.1: ALL PIPING AND ATTACHED APPURTENANCES SUBJECTED TO SYSTEM WORKING PRESSURE SHALL

BE HYDROSTATICALLY TEST AT 200 PSI, OR 50 PSI IN EXCESS OF THE SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER,

AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR 2 HOURS (WITNESSED BY PROJECT INSPECTOR).

2016 NFPA 13 SEC. 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 1000 SPRINKLERS).

2016 NFPA 13 SEC. 9.3.6.3: THE END SPRINKLER ON EACH LINE SHALL BE RESTRAINED AGAINST EXCESSIVE VERTICAL AND

LATERAL MOVEMENT.

2016 CBC SEC. 903.4.2: THE INSPECTOR'S TEST PIPE SIZE SHALL BE NO LESS THAN 1 INCH, WITH A SMOOTH BORE,

CORROSION-RESISTANT, PROVIDING THE EQUIVALENT FLOW OF THE SMALLEST ORIFICE OF THE SPRINKLER TYPES INSTALLED

WITHIN THE SYSTEM. THE DISCHARGE SHALL BE TO THE EXTERIOR OF THE BUILDING.

2013 NFPA 25 25.5.3.3.6: THE SPRINKLER FLOW SWITCH SHALL BE TESTED TO CONFIRM THAT WHEN THE INSPECTOR'S TEST

VALVE IS ACTIVATED AN ALARM WILL SOUND NO MORE THAN 90 SECONDS AFTER INITIAL FLOW (WITNESSED BY THE PROJECT

INSPECTOR).

2016 CBC 904.4.3: CONNECTIONS TO PROTECTED PREMISES AND SUPERVISING STATION FIRE ALARM SYSTEMS SHALL BE

TESTED TO VERIFY PROPER IDENTIFICATION AND TRANSMISSION OF ALARMS FROM AUTOMATIC FIRE EXTINGUISHING SYSTEMS

(WITNESSED BY THE PROJECT INSPECTOR).

2016 NFPA 13 8.17.2.4.7: SIGNAGE SHALL BE PROVIDED AS REQUIRED, INCLUDING "RISER ROOM IDENTIFICATION".

2016 CBC 903.4.1: THE MAIN FIRE ALARM PANEL VALVE MONITORING AND WATER-FLOW ALARM AND TROUBLE SIGNALS SHALL BE

DISTINCTLY DIFFERENT AND SHALL BE AUTOMATICALLY TRANSMITTED TO AN APPROVED CENTRAL STATION MONITORING

COMPANY.

PERMANENTLY MOUNTED HYDRAULIC CALCULATION DATA DESIGN PLACARDS SHALL BE ATTACHED TO THE FIRE SPRINKLER

RISER ASSEMBLY FOR EACH AREA CALCULATED. THE PLACARD SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE'S

AMENDMENTS (CHAPTER 35) TO THE 2016 EDITION OF NFPA-13 SECTION 25.5.2. SEE SHEET FP-1.0 FOR THE HYDRAULIC

PLACARD'S REQUIRED INFORMATION FOR COMPLIANCE.

2016 NFPA 13 SEC. 6.8.2 AND 2016 CBC 903.4.2: FLOW SWITCH SHALL BE CONNECTED TO A 10 INCH OUTSIDE ALARM BELL OR

OTHER AUDIBLE ALARM DEVICE AT EACH RISER. APPROVED IDENTIFICATION SIGNS SHALL BE PROVIDED ON THE OUTSIDE

ALARM BELL "SPRINKLER FIRE ALARM - WHEN ALARM SOUNDS 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 AND SHALL INCLUDE THE DATE OF INSTALLATION AND/OR DATE SERVICE WAS

PERFORMED AND LICENSE NUMBER PERFORMING SERVICE WORK.

2016 NFPA 13 FIG. 25.1: SPRINKLER CONTRACTOR SHALL COMPLETE AND SIGN CONTRACTOR'S MATERIAL & 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.

DSA STAMP LOCATION

THE AUTOMATIC FIRE SPRINKLERS INSTALLED IN SUSPENDED PANELS (T-BAR) REQUIREA 2” CLEARANCE AROUND THE PENETRATION THROUGH THE PANEL VIA THE USE OF OVERSIZEDFIRE SPRINKLER ESCUTCHEONS PROVIDING 1" OF FREE MOVEMENT IN ALL HORIZONTALDIRECTIONS TO COMPLY WITH ASCE7-10 SECTION 13.5.6.2.2 THROUGH 13.5.6.3.

OVERSIZED ESCUTCHEON

OVERSIZED

ESCUTCHEON

OVERSIZED

ESCUTCHEON


SS FLS ACS

DATE:


04-118083

✔ ✔

06/12/2019

MAXIMUM HANGER AND BRANCH LINE RESTRAINT SPACING

1

1

2

" 54.2 lbs.

3.61 lbs/ft.

3"

4"244.8 lbs.

161.7 lbs.

16.32 lbs/ft.

10.78 lbs/ft.

15 ft.

15 ft.

PIPE SIZE

1

1

4

"

1"

SCH. 40

SCH. 40

PIPE TYPE

35.2 lbs.

24.6 lbs.

WEIGHT @ MAX

HANGER SPACING

2.05 lbs/ft.

2.93 lbs/ft.

WEIGHT (LBS/FOOT)

WATER FILLED

12 ft.

12 ft.

120

120

120

C-FACTOR

120

1.610

3.068

INTERNAL

DIAMETERS

1.380

4.026

in.

in.

in.

in.

in.1.049 120

2

1

2

"118.2 lbs.

7.88 lbs/ft.

2" 77.0 lbs.

5.13 lbs/ft.1202.067

in.

SCH. 40

SCH. 40

15 ft.

15 ft.

15 ft.

120

2.469in.

MAXIMUM SPACING

BETWEEN HANGERS

3/8"

HANGER ROD

SIZES

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

26'-0"

N/A

MAXIMUM SPACING FOR

BRANCHLINE RESTRAINT

(PROJECT Cp = 1.21)

N/A

N/A

27'-0"

29'-0"

31'-0"

SEISMIC BRACING DESIGN INFORMATION

MAXIMUM DISTANCE FROM

END OF BRANCH LINE TO

HANGER ASSEMBLY

3 ft.

4 ft.

5 ft.

5 ft.

5 ft.

5 ft.

5 ft.

DYNAMIC SEISMIC FORCE PER FOOT OF WATER-FILLED PIPE

1

1

2

"

3.6 lbs/ft.

3"

4" 16.3 lbs/ft.

10.8 lbs/ft.

PIPE SIZE

1

1

4

"

1"

SCH. 40

SCH. 40

PIPE TYPE

2.1 lbs/ft.

2.9 lbs/ft.

WEIGHT (LBS/FOOT)

WATER FILLED

2

1

2

"

7.9 lbs/ft.

2" 5.0 lbs/ft.

SCH. 40

SCH. 40

PROJECT

Cp VALUE

1.21

WEIGHT (LBS/FOOT)

X Cp

4.7 lbs/ft.

19.7 lbs/ft.

13.1 lbs/ft.

2.5 lbs/ft.

3.5 lbs/ft.

9.6 lbs/ft.

6.1 lbs/ft.

THE FOLLOWING PIPE SCHEDULE AND ATTRIBUTING LOADING HAS BEEN UTILIZED

IN THE AUTOMATIC FIRE PROTECTION SYSTEM SEISMIC DESIGN CALCULATIONS

FLEXIBLE COUPLING REQUIREMENTS FOR VERTICAL PIPING PER NFPA-13 SECTION 9.3.2.3.1

SCH. 40

SCH. 40

SCH. 40

SCH. 40

SCH. 40

SCH. 40

HANGER DETAIL #1A: BRANCHLINE RESTRAINT AT STEEL BEAMS

TO RESTRICT MOVEMENT OF

PIPE WITHIN THE HANGER AS IT

OCCURS DURING SPRINKLER HEAD

ACTIVATION OR EARTHQUAKE

TYPE ACTIVITY.


BRACE CALCULATION A

DETAIL #2: 4-WAY BRACE DETAIL - TOP VIEW

1. 1" SCHEDULE 40 BRACING PIPE. MAXIMUM LENGTH OF 7'-0", L/R = 200.

2. TOLCO FIGURE 1001 SWAY BRACE ATTACHMENT (TOTAL OF 2 REQUIRED)

3.

1

2

" X 3-1/2" HILTI KWIK BOLT ANCHOR - 2-1/4" MINIMUM EMBEDMENT LENGTH

ICC-ES REPORT ESR-1917

2

SOLID GROUT CMU WALL

1

3

45 DEG.

3", 4" OR 6" FIRE SPRINKLER PIPING


BRACE CALCULATION B

6" 31.5 lbs/ft. 37.5 lbs/ft.SCH. 40

6"472.5 lbs.

31.5 lbs/ft. 15 ft.1206.065

in.1/2" N/A5 ft.SCH. 40

FIR

E S

PR

IN

KLE

R IN

ST

ALLA

TIO

N D

ET

AILS

FP-0.2

SHEET NO:

SCALE:

DATE:

DRAWN BY:

PROJECT NO:

PR

OJE

CT

:

AD

DR

ES

S:

SH

EE

T T

IT

LE

:

RE

VIS

IO

NS

SP

RIN

KLE

RS

SY

MM

AK

E &

M

OD

EL

K-F

AC

TT

EM

PS

IZ

EF

IN

IS

HC

AN

OP

YQ

TY

NO

.D

AT

ED

ES

CR

IP

TIO

N

TO

TA

L S

PR

IN

KLE

RS

T

HIS

S

HE

ET

AU

TH

OR

IT

Y H

AV

IN

G JU

RIS

DIC

TIO

N

DE

PA

RT

ME

NT

PH

ON

E

SPB

1-19-19

SA

N JA

CIN

TO

, C

ALIF

OR

NIA

500 ID

YLLW

ILD

D

RIV

E

P-1105

DIV

IS

IO

N O

F T

HE

S

TA

TE

A

RC

HIT

EC

T'S

O

FF

IC

E

SA

N JA

CIN

TO

H

IG

H S

CH

OO

L

BU

ILD

IN

G H

- V

OC

AT

IO

NA

L

4214 FLOYD DRIVE

CORONA, CA. 92883

PHONE: 951-427-3781


FAX: 951-427-3655

DSA STAMP LOCATION

DETAIL #1: STEEL BEAM HANGER

SCHEDULE 40 PIPING TYP.

TOLCO FIGURE NO. 69

BEAM CLAMP RETAINING STRAP

TOLCO FIGURE NO. 66 REVERSIBLE

STYLE C-TYPE BEAM CLAMP

STEEL WF BEAM OR

TOLCO FIGURE NO. 200

PIPE RING ASSEMBLY

PIPE SIZE - 6" AND SMALLER


WITH MINIMUM OF 1" RETURN

1" MINIMUM

3/8" ALL THREAD ROD FOR UP TO 4" PIPE

1/2" ALL THREAD ROD FOR 6" PIPE

LESS THAN 36" IN LENGTH, NO

FLEXIBLE COUPLING IS REQUIRED

3'-0" TO 7'-0" - ONE FLEXIBLE

COUPLING IS REQUIRED

C

L

C

L

C

L

C

L

C

L

GREATER THAN 7'-0" - FLEXIBLE

COUPLINGS REQUIRED WITHIN 24" OF

THE TOP AND BOTTOM OF ALL RISERS

C

L

C

L

FLEX. COUPLING

4-WAY BRACE PER PLAN

SEE 2/FP-0.2

FOUR-WAY SEISMIC BRACING IS

NOT REQUIRED

C

L

C

L

C

L

C

L


SEE 2/FP-0.2

24" MAX.

TO 4-WAY BRACE

C

L

C

L

24" MAX.

24" MAX.24" MAX. 24" MAX.

24" MAX.

24" MAX.

HANGER ASSEMBLY TYP.HANGER ASSEMBLY TYP.HANGER ASSEMBLY TYP.

24" MAX.

FLEXIBLE COUPLING

FLEXIBLE COUPLING


SEE 2/FP-0.2

24" MAX.

TO 4-WAY BRACE

C

L

C

L

STEEL TAPERED GIRDER

HANGER #1 WITHIN 6"

OF LATERAL RESTRAINT

PER 2016 NFPA-13 9.3.6

SEE HANGER DETAIL THIS SHEET

SCHEDULE-40 SPRINKLER BRANCHLINE

PIPING PER PLAN

(2) TOLCO FIGURE 200

ADJUSTABLE RING HANGERS

60 DEG.

SAMMY SCREW SH-TEK 50

MAX. PIPE SIZE OF RESTRAINED PIPE

PER U.L. LISITNG = 2" SCH. 40

STEEL WF BEAM PER PLAN

3

8

" ALL THREAD ROD (L/R NOT TO EXCEED 400)

MAXIMUM ALLOWABLE LENGTH = 30"

OR BOTTOM CHORD OF TAPERED STEEL GIRDER

PER 2016 NFPA-13 SEC. 9.3.6.1(5)

-1385

ANCHOR INSTALLATION TO BEINSPECTED BY PROJECTINSPECTOR.


SS FLS ACS

DATE:


04-118083

✔ ✔

06/12/2019

BRACE CALCULATION C BRACE CALCULATION D

FIR

E S

PR

IN

KLE

R IN

ST

ALLA

TIO

N D

ET

AILS

FP-0.3

SHEET NO:

SCALE:

DATE:

DRAWN BY:

PROJECT NO:

PR

OJE

CT

:

AD

DR

ES

S:

SH

EE

T T

IT

LE

:

RE

VIS

IO

NS

SP

RIN

KLE

RS

SY

MM

AK

E &

M

OD

EL

K-F

AC

TT

EM

PS

IZ

EF

IN

IS

HC

AN

OP

YQ

TY

NO

.D

AT

ED

ES

CR

IP

TIO

N

TO

TA

L S

PR

IN

KLE

RS

T

HIS

S

HE

ET

AU

TH

OR

IT

Y H

AV

IN

G JU

RIS

DIC

TIO

N

DE

PA

RT

ME

NT

PH

ON

E

SPB

5-9-19

SA

N JA

CIN

TO

, C

ALIF

OR

NIA

500 ID

YLLW

ILD

D

RIV

E

P-1105

DIV

IS

IO

N O

F T

HE

S

TA

TE

A

RC

HIT

EC

T'S

O

FF

IC

E

SA

N JA

CIN

TO

H

IG

H S

CH

OO

L

BU

ILD

IN

G H

- V

OC

AT

IO

NA

L

4214 FLOYD DRIVE

CORONA, CA. 92883

PHONE: 951-427-3781


FAX: 951-427-3655

DSA STAMP LOCATION


SS FLS ACS

DATE:


04-118083

✔ ✔

06/12/2019

8'-0"

W12 W12W14 W14W12 W12W14 W14W12 W12W14 W14

W12 W12W14W12 W12W12 W12

W12 W12W14

W12 W12W14W12 W12W12 W12

W12 W12W14

W12 W12W14W12 W12W12 W12

W12 W12W14

W12 W12W14W12 W12W12 W12

W12

W12 W12W14W12 W12W12 W12

W12

W12 W12W14W12 W12W12 W12

W12

W12W12W12

W12

W12W12W12

W12

W12W12W12

W12

W14W14W14W14W14W14W14W14W14

W14W14W14

W14W14W14W14W14W14W14W14W14

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W14

W14

W14

W14

W14

W12 W12

W24

W12 W12

W12

W12 W12

W14

W14

W14

W14

W14

W12

W12

W12

W12

W12

W12

W12

W12

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W12

W8

W8

W8

W8

W8

W8

W8

W8

W8

W8

W12

W12

W12

W12

W12

W12

W12

W12

W8

W8

W8

W12

W8

W8

W8

W8

W8

W8

W8

W12W12 W14W14 W14

W8

W12

W18

TAPE

RED

STEE

L GI

RDER

TAPE

RED

STEE

L GI

RDER

TAPE

RED

STEE

L GI

RDER

TAPE

RED

STEE

L GI

RDER

TAPE

RED

STEE

L GI

RDER

TAPE

RED

STEE

L GI

RDER

TAPE

RED

STEE

L GI

RDER

TAPE

RED

STEE

L GI

RDER

TAPE

RED

STEE

L GI

RDER

+

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

ROOF RIDGE

ROOF RIDGE

E

5

TOR

16

12

9

23

20

28

25

33

30

11 22 27 32

2924198

1310

1421

1526

3431

66

68

50

56

54

58

44

65

55

49

515253

67

4557

60

61

64

39

40

48

3559

6243

4142

63 47

98

99

91

92

90 97

77 81

70

87

89

73

86

69

96 101

74

7580

78 82

9394 95

100

79 83

84

85

76

88

7172

6

5-4¾

2 9-32

9-3

2 9-3 2 9-3

1½

2-1

0¼

1¼

3-1

1½

2-1

0¼

1¼

3-1

1 2-4 1 2-4

1

2-4

1 4-2

1-21½

1½

8-6

1½ x

8-1

½

1½

1-6½

1

4-2

1 2-4

1¼

9-9

0-9½1¼

1¼ x

8-1

½

1

2-2

¾

1

4-2

1 2-4

1

2-2

¾

1 2-4

1

4-2

1-2¾1½

1½

8-6

1¼

2-5½

1¼

4-7½

1¼

5-1

1

1-11¼

1¼

4-3¼

1¼ x

8-1

½

1¼

3-1

1¼

5-1

1

1-1¼

1¼

0-8½

1¼ x

8-2

¾

1½

13-0¾1

2-2 1 2-2 1

2-2

1¼

10-0 1 2-2

1¼

12-21 2-2

1

4-4

1 2-2

1 4-4

1 2-2

1 4-4

1 2-2

1 4-4

1 2-2

1

4-4

1 2-2

2

2-1

0¼

2

5-8

2 8-4

1½

9-1

2 x

8-0

¾

2

3-11½

1¼

6-9

¾

1¼

6-9

¾

1¼

6-9

¾

1¼

6-9

¾

1¼

6-9

¾

2

6-9

¾

1¼

6-9

¾

1¼

6-9

¾

1¼

6-9

¾

1¼

6-9

¾

6

26

-11

½

6-9

½6

6

20

-2¼

2 x

1-3

½

2

9-4

2 x

1-3

½ 2

7-2¾

1½

8-5

1-3

1½

1½

8-5

1-3

1½

2 x

1-3

½

2

8-2

¼

2

2-1

½

2 x

1-3

½

3

7-2¾

3

9-4

2

8-2

¼

2

2-1

½

1½

4-91½

1-7

¼

1½

4-9

1½

1-7

¼

1¼

6-9

¾

1½

6-9

¾

1¼

6-9

¾

1¼

6-9

¾

1¼

3-5

1¼

6-9

¾

1¼

6-9

¾

1½

6-9

¾

1¼

6-9

¾

1¼

6-9

¾

1¼

0-1

0½

1

0-7

1

0-7

1¼

2-2

¼1

¼

7-0

1¼

0-1

0½

1

1-9

1-91

1¼

2-2

¼

1¼

7-0

1¼

1-1

1¾

1¼

1-1

1¾

1½ x

1-3

½

4-5¾6

3-1

¾1

¼

1¼

3-8

1½ x

1-3

½

6

12-2

1¼

3-8

1¼

3-1

¾

1½ x

1-2

¾

6

11-4¼

1¼

3-8

1¼

3-1

¾

1½ x

1-3

½

6

11-5¾

1¼

3-8

1¼

3-1

¾

1½ x

1-2

¾

6

11-9

1¼

3-8

1¼

3-1

¾

1½

5-7¾

1½

2-2¼

1½

9-6½

1½

2-4¾

1½

5-7¾

1½

2-2¼

1½

9-6½

1½

2-4¾

1½

2-3¼

1½

2-3¼

1½

2-2¼

1½

2-2¼

2 x

1-2

¾

6

10

-4½

1½

8-0¼1-4½1½

2 x

1-2

¾

6 4-9

6 8-0

1½

8-0¼

1½

1-4½1½

x 1

-2¾

6

3-4

1½ x

1-2

¾

6

0-1

1

1½

7-11

1½

9-4½

1½

7-11

1½

9-4½

1½

10-0¼

1½

10-0¼

1 x

1-2

¾

3-36

1

1-11

1½ x

1-3

½

1¼

3-5

¼

1¼

3-4

½

1½ x

1-3

½

1¼

3-4

½1

¼

3-5

¼

6

4-5¾

6

12-2

1½ x

1-2

¾

1¼

3-5

¼

1¼

3-4

½

1½ x

1-3

½

6

11-9

1¼

3-5

¼

1¼

3-4

½

2 x

1-2

¾

6

11-4¼

6

11-5¾

2

3-5

¼

2

3-4

½

1¼

0-1

0½

1-91

1

1-9

1¼

2-2

¼

1¼

7-0

1¼

1-1

1¾

1¼

0-1

0½

1

0-7

1

0-7

1¼

2-2

¼1

¼

7-0

1¼

1-1

1¾

1½ x

1-2

¾

6

9-9¼

1-7

½1

¼

1¼

3-2

¼

1½ x

1-2

¾

1-7

½1

¼

1¼

3-2

¼

6

2-5

1

1-7

½1

12

-4½

1

0-1

0½

6

6-3

6

8-7

1

1-7

½

1

12

-4½

1

0-1

0½

1½ x

1-2

¾

1-7

½1

¼

1¼

3-2

¼

6

4-6

6

8-7

1½ x

1-2

¾

1-7

½1

¼

1¼

3-2

¼

6

3-10

1

1-9

0-7

1¼

1¼

7-0

1¼

3-9

¼

1

1-3

0-5

½1

¼

0-71

1

0-7

0-7

1¼

1¼

3-9

¼

0-5

½1

¼

1½ x

1-2

¾

6

9-9¼

1¼

2-7

1¼

3-7

¾

1½ x

1-2

¾2-7

1¼

1¼

3-7

¾

1¼

7-0

6

3-8

6

6-0

1 2-7

1

7-5

1

3-1

1¼

6

2-9¼

1 2-7

1

7-5

1

3-1

1¼

0-5

½1

¼

0-71

0-711

¼

0-7

1¼

3-9

¼

1¼

7-0

0-5

½1

¼

1

1-3

1

1-91¼

0-7

1¼

3-9

¼

1¼

7-0

1½ x

1-3

½

1¼

3-5

¼

1¼

3-4

½

1½ x

1-3

½

6

10-4¾

1¼

3-5

¼

1¼

3-4

½

1½ x

1-3

½

1¼

3-5

¼

1¼

3-4

½

6

2-10½

2 x

1-3

½

1½

3-4

½

1½

3-5

¼

6

10-1¾

6

12-9

2 x

1-3

½

6

12-0¼

6

12-7

1½

3-4

½

1½

3-5

¼

1½ x

1-3

½

1¼

3-1

¾

1¼

3-8

1½ x

1-3

½

6

2-10½

1¼

3-1

¾

1¼

3-8

1½ x

1-3

½

1¼

3-1

¾

1¼

3-8

6

13-0¾

1½ x

1-3

½

1¼

3-1

¾

1¼

3-8

6

12-7

1¼

4-4

1¼

3-6

1¼

3-4

¾

1½ x

1-2

¾

1¼

3-8

1¼

3-1

¾

6

6-0¾

1¼

3-4

¾

1¼ x

1-2

¾

1¼

3-1

¾

1¼

3-8

6

8-6¼

6

7-10

1½ x

8-1

½

2

8-8

¼

2

8-8

¼

2

8-8

¼

2

8-8

¼

2 x

1-3

½2

3-1

0¾

2

4-9

½

3

7-6¼

2 x

1-3

½2

3-1

0¾

2

4-9

½

3

0-6

3

9-4

2

8-8

½

2

8-8

½

1

0-11

1

0-11

1½

5-2

½

1½

2-0

¾

1½

0-9

½1

½

8-4

1

1-6

1

0-61½

1-1

½

1

0-11½

1

0-11½

1½

5-2

½

1½

2-0

¾

1½

0-9

½1

½

8-4

1

1-5½

1

0-6 1½

1-1

½

4

28

-6¼

1½

7-4

1½

7-4

1½

7-4

1½

7-4

1½

7-4

1½

7-4

1½

7-4

1½

7-4

1½ x

1-3

½

4

0-6

1½

3-4

1½

4-0

1½ x

1-3

½

4

9-5¼

1½

3-4

1½

4-0

1½ x

1-3

½

4

3-4

4

9-5¼

1½

3-4

1½

4-0

1½ x

1-3

½

4

6-1¼

4

0-6

1½

3-4

1½

4-0

1½ x

1-2

¾

6

4-6

6

2-7

1¼

2-7

1¼

3-7

¾

1½ x

1-2

¾

6

2-7

6

9-10

1¼

2-7

1¼

3-7

¾

6

3-8¼

1

9-1

1¼

3-2½6

6

2-7

2-76

1

9-1

1¼

1

9-1

1¼

1

9-1

1¼

3

28

-10

1½

1-3

½

1½

1-3

½

1½ x

1-3

½

3

3-8

1½

6-6

¾

1½

3-4

¾

1½ x

1-3

½1½

6-6

¾

1½

3-4

¾

3

0-6

10-43

0-8¼2

1¼

5-1

1

1-1¼

REMOTE AREA "A"

REMOTE AREA "B"

REMOTE AREA "C"

A

C

B

D

.20 GPM/SQ. FT. FOR 1,540 SQ. FT.



A A

3" CAP W/1" AUX. DRAIN AND SIGNAGE INDICATING

IT'S USE


IT'S USE4" CAP W/1" AUX. DRAIN AND SIGNAGE INDICATING

IT'S USE

4" CAP


IT'S USE


IT'S USE

PROVIDE 1" AUX. DRAIN AT BRANCH LINE W/SIGNAGE

INDICATING IT'S USE

A AB

A

A A

B

AB

AA

AA A

A

A

A

A

AA

B

A

A

BB BB

B

B BB B BB

B

CC D

CC

C

D

D

CC

D

CC

D

A AB

3' - 11 1/2"

3' -

5 3

/4"

3' -

5"

3' -

5 3

/4"

3' -

5"

FIRE STOP ALL WALL PENETRATIONS TYPICAL

METAL STORAGE AREAO.H. II

OPEN TO STRUCTURE

SMALL ENGINE STORAGEO.H. II

OPEN TO STRUCTURE

WELDINGO.H. II

OPEN TO STRUCTURE

AUTOSHOP CLASSROOMO.H. II

OPEN TO STRUCTURE

EXTERIOR METAL CANOPYO.H. II

OPEN TO STRUCTURE


OPEN TO STRUCTURE


OPEN TO STRUCTURE


OPEN TO STRUCTURE


OPEN TO STRUCTURE


OPEN TO STRUCTURE

WOODSHOP CLASSROOMO.H. II

OPEN TO STRUCTURE

OFFICE LIGHT HAZARD

ELECTRICAL ROOM O.H. II

OPEN TO STRUCTURE

FIRE RISER ROOM O.H. II

OPEN TO STRUCTURE

GIRLS TOILETLIGHT HAZARD

BOYS TOILETLIGHT HAZARD

STAFF TOILETLIGHT HAZARD


SPRAY BOOTH ROOMSPRINKLERED - NOT IN SCOPE

OPEN TO STRUCTURE

EXISTING SPRINKLER SYSTEM DESIGNED PER NFPA-33 (2000 ED.) FOR SPRAY APPLICATION USING FLAMMABLE OR COMBUSTIBLE MATERIALS & NFPA-13 (1999 ED.) FOR THE INSTALLATION OF SPRINKELR SYSTEMS.

OFFICE LIGHT HAZARD

LUMBER STORAGE AREAO.H. II

OPEN TO STRUCTURE

D

D

EXIST. 3" RISER ASSEMBLY TO BE TIED INTO NEW 6" RISER

NEW 6" RISER ASSEMBLY

4' -

6 1

/4"

1 x

1-6

1 x

1-6

1 x

1-6

1 x

1-6

1

0-

81 0-8

AA

BA B A B

A B A

A

1

1-1¼

1 7-6 1 7-6

1

1-1¼

A

1

1-11¼

1 7-6

A

104

105

17106

7

6

2

4

46

102

36

37

1

18

103

338

FLEXIBLE CLASSROOMO.H. II

OPEN TO STRUCTURE

BOR

3

0 6

3

FP-2.0

3

FP-2.0

5' - 2 1/4" 9' - 5 1/4" 9' - 5 1/4" 9' - 5 1/4" 5' - 2 1/4"

3' -

10

3/4

"7

' - 4

"7

' - 4

"7

' - 4

"3

' - 1

1"

4' - 8 1/4" 9' - 4" 4' - 7 3/4"

4' - 8 1/4" 9' - 4" 4' - 8 3/4" 6' - 5 3/4" 12' - 2" 11' - 4 1/4" 11' - 5 3/4" 11' - 9" 5' - 8 1/4" 5' - 9" 13' - 0 3/4" 6' - 0 3/4" 7' - 10" 8' - 6 1/4" 12' - 7"

5' - 1 3/4"

7' - 0" 4' - 7" 4' - 7" 7' - 0"

4' - 8 1/4" 9' - 4" 4' - 7 3/4"

1' -

7"

6' -

7"

1' -

6"

2' -

3 1

/4"

8' -

0"

2' -

3"

6' - 0 3/4" 12' - 2" 13' - 0 3/4" 13' - 0 3/4" 10' - 0" 5' - 0"

4' -

0"

8' -

8 1

/4"

8' -

8 1

/4"

8' -

8 1

/4"

4' -

0"

PROJECT STORAGE AREAO.H. II

OPEN TO STRUCTURE

4' -

2 1

/2"

4' -

11

3/4

"

A

A

EXISTINGRISER ROOM

EXISTING 4" SDR-21 PVC

EXISTING DUCTILE IRON PIPE

4"

DI

4" DI

4"X6" FLEXIBLE COUPLING

EXISTING CLEARANCE PIPING PER NFPA 13 SEC. 9.3.4.2

EXIST. 3" MAIN

TO SPRAY BOOTH

3" FLEX. COUPLING6" FLEX. COUPLING

24" MAX.

6" INDICATING BUTTERFLY VALVE WITH TAMPER WIRED

TO FIRE ALARM PANEL

6" FLOW SWITCH WIRED TO FIRE ALARM PANEL

17

' - 2

"

ELEV. = 1,539'

NE

W 6

" R

ISE

R A

SS

EM

BLY

4-WAY BRACE PER 2/FP-0.2

5' - 0"

7-0

4-1

1

TOR

2" COMB. MAIN DRAIN/INSPECTOR'S TEST WITH PRESS. RELIEF VALVE SET AT 175 PSITEST AND DRAIN MODEL 1011A

BOR

STEEL ROOF DECK OVER STEEL FRAMING TYP.

EXISTING UNDERGROUND PIPING (PREVIOUSLY APPROVED) PROVIDED WITH THRUST BLOCKS OR JOINT RESTRAINT SYSTEMS.

= AUTOMATIC FIRE SPRINKLER PER LEGEND

= ARMOVER PER DETAIL ON SHEET FP-0.11

1'-0"NOTE: MAXIMUM STATIC PRESSURE DOES NOT EXCEED 100 PSI, THE CUMLATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A SPRINKLER, SPRINKLER DROP, OR SPRIG SHALL NOT EXCEED 24".

1

1'-0"= SCH. 40 PIPE WITH CENTER TO CENTER DIMENSIONS

= HANGER ASSEMBLY PER DETAILS ON SHEET FP-0.2

32 = HYDRAULIC REFERENCE NODE

= VERTICAL PIPING, SEE REQUIREMENTS PER DETAIL ON FP-0.2 FOR FOUR WAY BRACING AND FLEXIBLE COUPLINGS

X= SEISMIC BRACING PER DETAILS & CALCULATIONS ON SHEETS FP-0.2 THRU FP-0.3

4X12

-0

= BRANCHLINE RESTRAINT PER PLAN (SEE 1A/FP-0.2)

FIRE SPRINKLER PIPING LEGEND

1/8" = 1'-0"1

BUILDING H - ROOF PIPING PLAN

FIR

E S

PR

INK

LE

R R

OO

F P

IPIN

G P

LA

N

FP-1.0

Project:

Density:

HYDRAULIC DESIGN INFORMATION SIGN

No. of sprinklers flowing:

Inside Hose Streams:

Outside Hose Streams:

Date:

Work Site Location: System:

Contractor: Zone:

Contractor Address: Area:

SYSTEM DESIGN:

Hazard/Area: LH: OH-I: OH-II: EH-I: EH-II:

NFPA Standard: Edition Used:

Area/Sprinkler:

Manufacturer(s):

sq. ft. used; sq. ft. allowed

CALCULATION DATA (PEAKED AREA FOR GRID SYSTEM):

gpm/s.f. over sq. ft. area

End Sprinkler: gpm @ psi

gpm

gpm

Demand: At base of riser

At source

At pump discharge

gpm @ psi

gpm @ psi

gpm @ psi

AREA A

21

.20 1,523

0

250

N/A

N/A

N/A

1

N/A

0 SF

x

0 SF 1523 SF 0 SF 0 SF

NFPA-13 2016

82 130

Tyco

16.4 8.58

N/A N/A

615.2 50.3

20.7365.2

SAN JACINTO H.S. 1-19-19

EXISTING BUILDING H

Model SIN SR/QR K-fAC Size Orient Temp Qty

TY-FRB TY3131 QR 5.6 1/2" UPRIGHT 200 °F 173

TY-FRB TY3231 QR 5.6 1/2" PENDENT 200 °F 44

Project:

Density:





Date:


Contractor: Zone:


SYSTEM DESIGN:



Area/Sprinkler:

Manufacturer(s):





gpm

gpm


At source

At pump discharge

gpm @ psi

gpm @ psi

gpm @ psi

AREA B

19

.20 1,578

0

250

N/A

N/A

N/A

1

N/A

0 SF

x

0 SF 1578 SF 0 SF 0 SF

NFPA-13 2016

97 130

Tyco

19.0 11.5

N/A N/A

616.7 51.7

22.0366.7


EXISTING BUILDING H




Project:

Density:





Date:


Contractor: Zone:


SYSTEM DESIGN:



Area/Sprinkler:

Manufacturer(s):





gpm

gpm


At source

At pump discharge

gpm @ psi

gpm @ psi

gpm @ psi

AREA C

20

.20 1,540

0

250

N/A

N/A

N/A

1

N/A

0 SF

x

0 SF 1540 SF 0 SF 0 SF

NFPA-13 2016

96 130

Tyco

19.2 11.8

N/A N/A

639.3 54.0

22.7389.3


EXISTING BUILDING H




FIRE SPRINKLER LEGEND

Image Building DescriptionTemperature

Rating K-Factor -SIN- Count

BUILDING H RECESSED PENDENT QUICK RESPONSE - CHROME 200 °F 5.6 TY32321 40

BUILDING H UPRIGHT QUICK RESPONSE ON 1" SPRG-UP - BRASS 200 °F 5.6 TY3131 4

BUILDING H UPRIGHT QUICK RESPONSE - BRASS 200 °F 5.6 TY3131 149

BUILDING H UPRIGHT QUICK RESPONSE - CORROSION RESISTANT 200 °F 5.6 TY3131 24

BUILDING H: 217

Grand total: 217

1/4" = 1'-0"2

FIRE SPRINKLER RISER DETAIL


SS FLS ACS

DATE:


04-118083

✔ ✔

06/12/2019

SMALL ENGINE STORAGE CLASSROOM

CLASSROOM CLASSROOM

CLASSROOM PROJECT STORAGE

T-BAR CEILING

1 2 3 4 5 6 7 8 9 10 11

O.H. IIO.H. II

O.H. IIO.H. II

O.H. IIO.H. II

20'-91_2

"

STEEL ROOF DECK OVERSTEEL FRAMING TYP.

SOLID TAPERED STEELGIRDER TYPICAL

STEEL WF BEAM TYPICAL

WF STEEL BEAM WF STEEL BEAM WF STEEL BEAM WF STEEL BEAM WF STEEL BEAM WF STEEL BEAM WF STEEL BEAM WF STEEL BEAM

T-BAR CEILING

ELEV. = 1,539

3" MAIN 6" MAIN 6" MAIN 6" MAIN 3" MAIN6" MAIN

9'-0"

17'-2" 18'-4"

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

5' -

11

3/4

"1

4' -

0"

12

' - 0

"1

0' -

0"

4' -

10

"

1' - 10 1/4"

8' - 0" 8' - 0"

2' - 6 3/4" 2' - 6 3/4"

8' - 0" 8' - 0"

1' - 10 1/4"

3' -

10

3/4

"7

' - 4

"7

' - 4

"7

' - 4

"3

' - 1

1"

5' - 2 1/4" 9' - 5 1/4" 9' - 5 1/4" 9' - 5 1/4" 5' - 2 1/4"

6' - 5 3/4" 12' - 2" 6' - 1 1/4" 5' - 3" 5' - 5" 6' - 0 3/4"11' - 9"

5' - 8 1/4" 5' - 9" 13' - 0 3/4" 4' - 8 1/4"

1' - 4 1/2"

7' - 10"

1' - 5 1/2"

7' - 0 3/4" 12' - 7" 5' - 1 1/4"

3' -

2 1

/4"

6' -

9 3

/4"

6' -

9 3

/4"

6' -

9 3

/4"

6' -

9 3

/4"

6' -

9 3

/4"

3' -

5"

3' -

2 1

/4"

6' -

9 3

/4"

6' -

9 3

/4"

6' -

9 3

/4"

6' -

9 3

/4"

6' -

9 3

/4"

3' -

5"

4' -

2 3

/4"

4' -

11

1/2

"

4' - 9 1/4" 9' - 4" 4' - 7 3/4"

4' -

0"

8' -

8 1

/4"

8' -

8 1

/4"

8' -

8 1

/4"

4' -

0"

4' - 8 1/4" 9' - 4" 4' - 7 3/4"

4' -

6"

9' -

3"

9' -

3"

4' -

8"

5' -

3 3

/4"

7' -

2 3

/4"

1' -

3 1

/2"

4' -

2 1

/2"

8' -

5"

4' -

2 1

/2"

6' - 0 3/4" 12' - 2" 13' - 0 3/4" 13' - 1 1/4" 9' - 11 1/2" 5' - 0"

2' -

8"

6' -

6"

4' -

10

"

5' - 3 1/4" 10' - 0 1/4" 9' - 4 1/2" 6' - 0" 3' - 5 3/4" 4' - 2 1/4"

4' - 8 1/4" 9' - 4" 4' - 7 3/4"

4' -

5"

7' -

6"

3' -

9"

3' -

9"

7' -

6"

4' -

5"

3' -

9"

7' -

6"

4' -

5"

4' - 4 3/4"7' - 3 1/2"

6' - 0" 6' - 1" 6' - 0 1/2" 6' - 0 1/2"

5' -

0 3

/4"

3' - 6" 7' - 1" 3' - 2"

4' -

10

"6

' - 6

"2

' - 8

"

3' -

4 1

/2"

12

' - 0

1/4

"6

' - 2

1/4

"

2' -

5 1

/2"

2' -

6"

7' - 6" 7' - 6"

4' -

10

"6

' - 6

"2

' - 8

"

4' - 10 1/4" 9' - 9" 4' - 9 3/4"

5' - 8 1/2" 4' - 11 1/2"

METAL STORAGE AREAO.H. II

OPEN TO STRUCTURE

SMALL ENGINE STORAGEO.H. II

OPEN TO STRUCTURE

WELDINGO.H. II

OPEN TO STRUCTURE

AUTOSHOP CLASSROOMO.H. II

OPEN TO STRUCTURE


OPEN TO STRUCTURE


OPEN TO STRUCTURE

7' - 3 3/4"


OPEN TO STRUCTURE


OPEN TO STRUCTURE


OPEN TO STRUCTURE


OPEN TO STRUCTUREFLEXIBLE CLASSROM

O.H. IIOPEN TO STRUCTURE

CLASSROMO.H. II

CLASSROMO.H. II

WOODSHOP CLASSROOMO.H. II

OPEN TO STRUCTURE

OFFICE LIGHT HAZARD

ELECTRICAL ROOM O.H. II

OPEN TO STRUCTURE

FIRE RISER ROOM O.H. II

OPEN TO STRUCTURE

GIRLS TOILETLIGHT HAZARD

BOYS TOILETLIGHT HAZARD



SPRAY BOOTH ROOMSPRINKLERED - NOT IN SCOPE

OPEN TO STRUCTURE

EXISTING SPRINKLER SYSTEM DESIGNED PER NFPA-33 (2000 ED.) FOR SPRAY APPLICATION USING FLAMMABLE OR COMBUSTIBLE MATERIALS & NFPA-13 (1999 ED.) FOR THE INSTALLATION OF SPRINKELR SYSTEMS.

OFFICE LIGHT HAZARD

LUMBER STORAGE AREAO.H. II

OPEN TO STRUCTURE

REMOTE AREA "A"

REMOTE AREA "B"

REMOTE AREA "C".20 GPM/SQ. FT. FOR 1,540 SQ. FT.



3

FP-2.0

3

FP-2.0

PROJECT STORAGE AREAO.H. II

OPEN TO STRUCTURE

1/8" = 1'-0"1

BUILDING H - REFLECTED CEILING PLAN

FIR

E R

EF

LE

CT

ED

CE

ILIN

G P

LA

N

FP-2.0

FIRE SPRINKLER LEGEND

Image Building DescriptionTemperature

Rating K-Factor -SIN- Count

BUILDING H RECESSED PENDENT QUICK RESPONSE - CHROME 200 °F 5.6 TY32321 40

BUILDING H UPRIGHT QUICK RESPONSE ON 1" SPRG-UP - BRASS 200 °F 5.6 TY3131 4

BUILDING H UPRIGHT QUICK RESPONSE - BRASS 200 °F 5.6 TY3131 149

BUILDING H UPRIGHT QUICK RESPONSE - CORROSION RESISTANT 200 °F 5.6 TY3131 24

BUILDING H: 217

Grand total: 217

1/8" = 1'-0"3

Building Cross Section


SS FLS ACS

DATE:


04-118083

✔ ✔

06/12/2019

Date post:	08-Nov-2020
Category:	Documents
Upload:	others
View:	0 times
Download:	0 times

IDYLLWILD DRIVE - Edl · 2019. 10. 30. · idyllwild drive public f.h. public f.h. flowing hydrant...

Documents