IDYLLWILD DRIVE - Edl · 2019. 10. 30. · idyllwild drive public f.h. public f.h. flowing hydrant...
Transcript of 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
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8
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6
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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
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TRUE NORTH
FP-0.1A
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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 INSTALLATION DETAILS
FIRE SPRINKLER INSTALLATION DETAILS
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
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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
2. Nom 1 in. (25 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.
TITEFLEX CORP
A BUNDY CO
3. Nom 1 in. (25 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.
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
EMAIL: [email protected]
FAX: 951-427-3655
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PR
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AILS
500 ID
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P-1105
DIV
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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
APP. INC:REVIEWED FOR
SS FLS ACS
DATE:
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
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.
SYMBOL USED ON DRAWING =
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
SYMBOL USED ON DRAWING =
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
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ST
ALLA
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ET
AILS
FP-0.2
SHEET NO:
SCALE:
DATE:
DRAWN BY:
PROJECT NO:
PR
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:
AD
DR
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S:
SH
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4214 FLOYD DRIVE
CORONA, CA. 92883
PHONE: 951-427-3781
EMAIL: [email protected]
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
SYMBOL USED ON DRAWING =
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
4-WAY BRACE PER PLAN
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
4-WAY BRACE PER PLAN
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.
APP. INC:REVIEWED FOR
SS FLS ACS
DATE:
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
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
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CT
:
AD
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S:
SH
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:
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SA
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BU
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NA
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4214 FLOYD DRIVE
CORONA, CA. 92883
PHONE: 951-427-3781
EMAIL: [email protected]
FAX: 951-427-3655
DSA STAMP LOCATION
APP. INC:REVIEWED FOR
SS FLS ACS
DATE:
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
04-118083
✔ ✔
06/12/2019
8'-0"
W12 W12W14 W14W12 W12W14 W14W12 W12W14 W14
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W8
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W8
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W8
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W8
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W12W12 W14W14 W14
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TAPE
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+
1 2 3 4 5 6 7 8 9 10 11
A
B
C
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ROOF RIDGE
ROOF RIDGE
E
5
TOR
16
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9
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28
25
33
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11 22 27 32
2924198
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2 9-32
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1
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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.
.20 GPM/SQ. FT. FOR 1,523 SQ. FT.
.20 GPM/SQ. FT. FOR 1,578 SQ. FT.
A A
3" CAP W/1" AUX. DRAIN AND SIGNAGE INDICATING
IT'S USE
3" CAP W/1" AUX. DRAIN AND SIGNAGE INDICATING
IT'S USE4" CAP W/1" AUX. DRAIN AND SIGNAGE INDICATING
IT'S USE
4" CAP
2" CAP W/1" AUX. DRAIN AND SIGNAGE INDICATING
IT'S USE
3" CAP W/1" AUX. DRAIN AND SIGNAGE INDICATING
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
EXTERIOR METAL CANOPYO.H. II
OPEN TO STRUCTURE
EXTERIOR METAL CANOPYO.H. II
OPEN TO STRUCTURE
EXTERIOR METAL CANOPYO.H. II
OPEN TO STRUCTURE
EXTERIOR METAL CANOPYO.H. II
OPEN TO STRUCTURE
EXTERIOR METAL CANOPYO.H. II
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
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:
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 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
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:
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 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
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
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
APP. INC:REVIEWED FOR
SS FLS ACS
DATE:
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
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
EXTERIOR METAL CANOPYO.H. II
OPEN TO STRUCTURE
EXTERIOR METAL CANOPYO.H. II
OPEN TO STRUCTURE
7' - 3 3/4"
EXTERIOR METAL CANOPYO.H. II
OPEN TO STRUCTURE
EXTERIOR METAL CANOPYO.H. II
OPEN TO STRUCTURE
EXTERIOR METAL CANOPYO.H. II
OPEN TO STRUCTURE
EXTERIOR METAL CANOPYO.H. II
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
STAFF 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
REMOTE AREA "A"
REMOTE AREA "B"
REMOTE AREA "C".20 GPM/SQ. FT. FOR 1,540 SQ. FT.
.20 GPM/SQ. FT. FOR 1,523 SQ. FT.
.20 GPM/SQ. FT. FOR 1,578 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
APP. INC:REVIEWED FOR
SS FLS ACS
DATE:
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
04-118083
✔ ✔
06/12/2019