HomeMy WebLinkAbout3209 LIONSHEAD AVE; ; FPC2017-0151; Permit:Ji1 )II I1L.] I
(7city of
Carlsbad
Print Date: 01/09/2025 Permit No: FPC2017-0151
Job Address: 3209 LIONSHEAD AVE, CARLSBAD, CA 92010-4710 Status: Closed - Finaled
Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers
Parcel #: 2218811500 Track #: Applied: 06/01/2017
Valuation: $804,516.00 Lot #: Issued: 10/31/2017
Occupancy Group: Project #: Firialed Close Out: 12/02/2020
#of Dwelling Units: Plan #:
Bedrooms: Construction Type: Final Inspection:
Bathrooms: Orig. Plan Check #: INSPECTOR: Wong, Cindy
Plan Check #: Fieri, Dominic
Project Title:
Description: PRANA (EMPLOYEE STORE) -SPRINKLER TI
CoApplicant:
UNI FIRE PROTECTION INC
22046 CELES ST
WOODLAND HILLS, CA 91364-1603
(818) 348-1616
FEE AMOUNT
FIRE NFPA 13 or 13R System 7 - 100 heads $536.00
Total Fees: $536.00 Total Payments To Date: $536.00 Balance Due: $0.00
Fire Department Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov
K LAUS B R UCKN ER 2495 Truxtun Road, Suite 205
AND ASSOCIATES San Diego, CA 92106
Tel: (619) 677-2004
Fax: (619) 677-2444
3209 Lionshead Ave.
Carlsbad, CA 92010
High-Piled Combustible
Storage Report
Rev 1.2
August 29, 2017
(4
Revision Comments Date By
1.0 Preliminary research. Summary Table July 27, 2017 EK
1.1 Report revised to include the latest plans. August 8, 2017 EK
1.2 Report revised with a few typos for consistency between
summary table and the body of the report.
August 29, 2017
I
EK
DISCLAIMER
This report is the property of Klausbruckner & Associates, Inc. and was prepared exclusively for use by
PrAna for the storage & occupancy conditions described in this report. PrAna conditions and operations
addressed herein are based on information provided to the report by PrAna. Discrepancies between the
information presented herein and actual conditions and conditions presented on plans are the sole
responsibility of PrAna. Verification of compliance with the Code requirements and provisions addressed
herein is outside the scope of this report. Copies of this report retained by PrAna shall be utilized only by
PrAna for the storage and occupancy conditions and the 2016 California Fire Code conditions and
requirements addressed in this report. This report shall not be used for the purpose of construction for this
project or any other project or for any other purpose.
Rev 1.2—PrAna Page iii
3209 Lionshead Ave., Carlsbad, CA KUSBRUCKNER
AND ASSOCIATES
Table of Contents
SUMMARY TABLE ............................................................................................................................. 1
INTRODUCTION....................... 4
BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES..................................................5
3.1 BUILDING CONSTRUCTION & DESIGN ..................................................................................................5 3.2 OCCUPANCIES ......................................................................................................................................5
HIGH-PILED STORAGE REQUIREMENTS...................................................................................6
4.1 AUTOMATIC FIRE SPRINKLER SYSTEM.................................................................................................7
4.1.1 RacksA&ACE. ........................................................................................................................... 7
4.1.2 All TI Racks Except &ACE. ..................................................................................................... 8
4.1.3 Additional Protection Requirements............................................................................................8
4.1.3.1 Extent of Protection................................................................................................................................8
4.1.3.2 Protection of Steel Columns...................................................................................................................8
4.1.3.3 Fixed Obstructions..................................................................................................................................9
4.1.3.4 Ceiling Slopes.........................................................................................................................................9
4.1.4 Offices - Outside the Scope.........................................................................................................9
4.1.5 Other Areas - Outside the Scope ................................................................................................. 9 4.2 ALARM/MONITORING...........................................................................................................................9
4.3 BUILDING ACCESS - DOORS & ROADS.................................................................................................9
4.4 SMOKE AND HEAT REMOVAL ............................................................................................................. 10
4.5 DRAFT CURTAINS...............................................................................................................................11
4.6 PORTABLE FnuI EXTINGUISHERS........................................................................................................11
4.7 AISLE WIDTHS ...................................................................................................................................12
4.8 HOUSEKEEPING & MAINTENANCE .....................................................................................................12
4.9 FLUE SPACES......................................................................................................................................12
MEANS OF EGRESS .........................................................................................................................13
5.1 OFFICES [B OCCUPANCY] - OUTSIDE THE SCOPE...............................................................................13
5.2 PACKAGING/SHIPPING [F-i OCCUPANCY] —OUTSIDE THE SCOPE ......................................................13
5.3 RETAIL/SALES [M OCCUPANCY] - OUTSIDE THE SCOPE ....................................................................13
5.4 STORAGE [S-i OCCUPANCY]..............................................................................................................14
5.5 OTHER AREAS ....................................................................................................................................14
EXPOSURES ....................................................................................................................................... 15
6.1 OCCUPANCY SEPARATION..................................................................................................................15
6.2 SEPARATION OF HIGH-PILED STORAGE AREAS ..................................................................................15
6.3 ALLOWABLE AREA AND SIDEYARDS..................................................................................................15
CONCLUSION .................................................................................................................................... 16
APPENDIX A: ATTACHMENTS.....................................................................................................17
I Rev 1.2—PrAna Page iii
3209 Lionshead Ave., Carlsbad, CA KLAUSSRUCI(NER
AND ASSOCIATES
1. Summary Table
Topic CODE SECTION CRITERIA/REQUIREMENTS
Construction Type Architectural Plans Unknown Type of Construction
Approximate Architectural Plans Other Areas* 20,209 & (BlMlUnknown)
Square Footage Warehouse 36,832 ft2 (F-i/S-1)
Total Building 57,041 ft2
*Includes Offices, Retail, Conference Rooms, Bathrooms,
etc.
Occupancy CBC Section 302, PrAna:
304, 311, 312 Warehouse: F- i/S-i (Manufacturing/Assembly & Storage)
Offices: B/M (Offices/Retail)
Other Areas: Unknown*
CBC Table 508.4 Occupancy separation is not required between B, M, F-i and
S-l.
*Other Occupancies outside the scope of this report.
Storage Commodity CFC Sections Limited to the tenant improvement areas only:
3203.1, 3203.2,
3203.4, 3203.7.1, Racks A
3203 .7.2 Class Ill: Natural Fiber Clothing
Class IV: Synthetic Fiber Clothing
Group A Plastics: Shoes, Mats
Racks ACE
Class I-IT: Stainless Steel Bottles
Group A Plastics: Plastic Bottles, Bag packs, Mats
Racks Except A & ACE
Class III: Natural Fiber Clothing
Class IV: Synthetic Fiber Clothing
Automatic Sprinkler CFC 3208.2, Table Racks A & ACE: High Hazard/ Group A Unexpanded &
Protection 3206.2 Expanded Plastics [Cartoned]
Conditions:
NFPA-13 [2016] Maximum Storage Height: < 18'-6"
Sections 3.9.3.7.i, Maximum Ceiling Height: 30'-0"
3.9.3.7.4, 3.9.3.7.7 Aisle Width: ? 4'4"
Single-row racks with
Open grated shelves
NFPA- 13 [2016] Sprinkler Proposed:
Sections 8.5.6.1, Control Mode Density Area [CMDA] sprinklers,
12.6.2, 12.8.6, minimum K-8.0, upright or pendent
17.2.1.2.1, 17.2.1, Minimum density 0.45 gpmlft2 over 2,000 ft2 remote
17.2.1.4(10), area
17.2.1.5.1, Maximum coverage area 100 ft2
17.2.1.5.3, Maximum spacing between sprinklers 12'-0"
17.2.1.5.4, Minimum clearance 18" from deflector to top of storage
17.2.1.5.6(2), Hose allowance 500 gpm
17.2.1.5.7, Tables One level of in-rack sprinklers required:
8.6.2.2.1(d), 12.8.6, In-Racks to be designed inaccordance with figure
Figures 17.1.2.1, 17.2.L2. l(d)dsection 17.2.1.5
17.2.1.2.1(d)
Rev 1.2—PrAna Page 1
KLAUSBflUCKNER I
3209 LionsheadAve., Carlsbad, CA AND ASSOCIATES
Topic CODE SECTION CRITERIA/REQUIREMENTS
Above 10'-0" vertical elevation of storage within
Automatic Sprinkler every other transverse flue space [max horizontal
Protection spacing 10'-0"1
Minimum of 6 in. vertical clear space shall be
maintained between the sprinkler deflectors and the
top of a tier of storage.
Eight sprinklers flowing at 15 psi
The existing sprinkler system is designed to provide 0.45
gpm/fi2 over a 3,000 j? remote area, without in-rack
sprinklers. The system will have to be revised to include in-
rack sprinklers. NOTE: Above protection is adequate for
storage up to 20' in height.
NFPA-13 [2016 1 All TI Racks Except A & ACE: Class III-IV
Sections, 3.9.3.7.4, Maximum Storage Height: 18'-6"
3.9.3.7.7 Maximum Ceiling Height: <30'-O"
Aisle Width: ? 4'-5"
NFPA- 13 [2016] Single-row rack with open (grated) shelves
Sections 8.5.6. 1,.
12.6.2, 12.8.6, Ceiling Sprinkler Requirements:
16.2.1.3.2, Tables Control Mode Density Area sprinklers, minimum K-8.0,
8.6.2.2.1(d), 12.8.6, High Temperature (286°F), upright or pendent rl 16j--- Minimum density 0.44 gpmlft2 over 3,000 ft2 remote area
Figures16.2.1.3.2('). Maximum coverage area 100 ft2
Ciih'e E Maximum spacing between sprinklers 12'-0"
16.2.1.3.4.1 Minimum clearance 18" from deflector to top of storage
Hose allowance 500 gpm
The existing sprinkler system is designed to provide 0.45
gpm./f? over a 3,000 ft, remote area, without in-rack
sprinklers meets the above criteria. To store to 20' storage,
the area over the mezzanine must be re-calculated to
0.57/2000[similar to what was done previously]
Additional Protection Requirements:
CFC 3206.2 Extent of Protection: Sprinkler protection to extend
NFPA- 13 Section 15'-0" beyond storage area if no barrier or partition
12.3 separating storage from adjacent occupancy.
Protection Steel Columns: Fireproofing of building
CFC 3208.4 columns within the rack structure is provided by the
NFPA- 13 Section installation of sidewall sprinklers at the 15 ft elevation,
16.1.4.1 pointed toward one side of the steel column
Fixed Obstructions: Sprinklers are not required under
NFPA-13 Sections fixed obstructions or open grate flooring unless over 4'-
8.5.5.3.1 0" in width
Ceiling Slope: The sprinkler system criteria specified
NFPA- 13 Section are intended to apply to buildings with ceiling slopes not
12.1.2 exceeding 2 in 12 (16.7 percent).
Automatic Sprinkler NFPA- 13 [2016] Offices - Not Within the Scope of this Report
Protection - Not Fig. 11.2.3.1.1, Light Hazard Occupancy
Within the Scope Table 11.2.3.1.2 Design density: 0.1 gpmlft2 over 1,500 ft2 remote area
Hose allowance: 100 gpm w/duration of 30 mins
[Additional
Information] Other Areas
Outside the Scope of this Report
Rev 1.2—PrAna . Page
3209 Lionshead Ave., Carlsbad, CA KLAUSSRUCKNER
Topic CODE SECTION CRITERIA/REQUIREMENTS
Smoke and Heat CFC Table 3206.2, Smoke and heat removal is required for high-piled storage
Removal Section 910.3 areas of High Hazard/Group A Plastic Commodities > 2,500
ft2.
Ceiling Height = 30'-0"; Warehouse Area = 36,832 ft'
A=V/9,000
V = Volume of the storage area
V = 30'-O" x 36,832 ft2 = 1,104,960 ft3
A = Required aggregate vent area
A = 1,104,960 ft3 /9,000 = 124 ft2
Four (4) smoke and heat vents [4x8] are required for the
entire warehouse
There are currently at least 4 smoke and heat vents existing
in the warehouse.
Flue Spaces CFC Table 3208.3 Single Row Racks: Transverse - 3"
Longitudinal - Not required
Draft Curtains CFC Table 3206.2 Draft Curtains are no longer required by CFC Chapter 32
Building Access CFC Table 3206.2, Access roads and doors are required for high-piled storage
Sections 503.1.3, areas of High Hazard/Group A Plastic Commodities > 2,500
3206.6 W.
One access door required per each 100 lineal feet of
exterior walls if exterior wall faces an access road
The linear distance between adjacent access doors is
allowed to exceed 100 feet in existing buildings
where no changes in occupancy is proposed. The
number and distribution of access doors in existing
buildings shall be approved.
Access roads and access doors are existing and have been
previously approved as part of the shell building. Four doors
exist along the plan west, one door exists along the plan east,
and two doors exist along the plan south. Final number and
location of fire department access doors shall be approved.
Hose Connections CFC 3206.8 Not required unless exit passageways are proposed within
the high-piled storage areas.
Aisle Width CFC 3206.9 Minimum required aisle width is 44" are required in
sprinkler buildings with high-piled storage.
CFC 3206.9.3 Dead end aisles shall not exceed sø' in length
PrAna agrees to maintain a minimum of 4'-0" aisle widths.
NOTE: Any floor/palletized storage cannot obstruct the
minimum width of the aisles.
Alarm/Monitoring CFC 903.4 All valves controlling the water supply for automatic
sprinkler systems and water-flow switches on all sprinkler
systems (if serving more than 6 sprinklers) shall be
electrically supervised by a listed fire alarm control unit.
Fire Extinguishers CFC 906.1 & High-piled Storage Areas: 4-A:20-B:C
Tables 906. 1, Max travel distance: 50'
906.3(1), 906.3(2) Max area per extinguisher: 4,000 ft'
Haz/Materials N/A NA. Not Part of the Scope of This Report
Allowable Area CBC Table 503 Existing Building. No proposed changes to type of
construction, building square footage or occupancy.
Rev 1.2— PrAna
KLAUSBRUCKNER
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3209 Lionshead Ave., Carlsbad, CA AND ASSOCIATES
2. Introduction
The following is a high-piled combustible storage code compliance report for PrAna,
located at 3209 Lionshead Ave. in the City of Carlsbad, California. This facility is under
the jurisdiction of the Carlsbad Fire Department.
This report is intended to help both the owners and the fire department in expediting plan
review and effectively determine the requirements necessary to meet the Fire Code. This
report is based on the 2016 Editions of the California Fire Code and the Building Code,
and the 2016 Edition of NFPA-13, Standardfor the Installation of Sprinkler Systems.
Rev 1.2---PrAna Page
KLAUSBRUCKNER
3209 Lionshead Ave., Carlsbad, CA AND ASSOCIATES
3. Building Construction, Design, and
Occupancies
3.1 Building Construction & Design
PrAna currently occupies 57,041 ft2 of an existing building in its entirety. No expansion or
structural modification to the building is planned at this time (Attachment 41).
3.2 Occupancies
The existing facility is a warehouse, and office space. The scope of this tenant
improvement is the relocation of an existing mezzanine. Rack storage in single row racks
with open shelves, with aisles of at least 4'-5" is proposed as part of this tenant
improvement.
PrAna will be classified overall as an S-i Occupancy, though it contains areas of B and U
occupancy as well, as defined by CBC 304-311 (Attachment #2).
USE OCCUPANCY APPROXIMATE
AREA SQ. FT.
Office/Retail/Other B/M/Unknown 20,209
Warehouse S-i 36,832
Entire Building ]_B/MIS-i/Unknown 57,041
Rev 1.2-PrAna Page 5
3209 Lionshead Ave., Carlsbad, CA KUSBRUCKNER
AND ASSOCIATES
4. High-Piled Storage Requirements
The new storage area/rack addition commodities are Class III-IV and High Hazard/Group
A Unexpanded & Expanded Plastics stored cartoned, on conventional wood pallets on open
shelving in single-row racks. The overall commodity classification per CFC Section 3203.1
through 3203.7.1 is designated as High Hazard/Group A Unexpanded & Expanded Plastics
(Attachment #3).
Racks A
Products Method of Storage Commodity
(Attachment 43) Storage Height Cartoned? Encapsulated Class
Natural Fiber Rack 185-6" Yes/No No* Class III
Clothing
Synthetic Fiber Rack 18'-6" Yes/No No* Class IV
Clothing
No Group A
Shoes, Yoga Mats Rack 18'-6" Yes Unexpanded
& Expanded
Racks ACE
Products Method of Storage Commodity
(Attachment 93) Storage Height Cartoned? Encapsulated Class
Stainless Steel Rack 18'-6"
Water Bottles
Yes/No No* Class III
Plastic Water Rack 18'-6" Yes No* Group A
Bottles Unexpanded
Backpacks, Yoga No Group A
Mats, etc. Rack 185-6" Yes Unexpanded
& Expanded
Racks Other Than A and ACE
Products Method of Storage Cartoned? Encapsulated Commodity
(Attachment #3) Storage Height Class
Natural Fiber
Clothing Rack 181-6" Yes/No No* Class III
Synthetic Fiber No*
Clothing
Rack 18'-6" Yes/No Class IV
*Some of the clothing will be uncartoned and hung on the lower levels. However based on the
information provided by PrAna, the clothing will not be encapsulated [covered in plastic].
Per CFC 3204.1 (Attachment 94), a high-piled combustible storage area shall be based on
the highest hazard commodity class stored except as provided in Section 3204.2.
The highest commodity stored in this building is High Hazard/Group A Unexpanded &
Expanded Plastics, cartoned.
Rev 1.2—PrAna Page 6
KLAUSBRUCKNER 3209 Lionshead Ave., Carlsbad, CA AND ASSOCIATES
Based on Table 3206.2 (Attachment 45), the following fire protection requirements will be
provided by PrAna to meet the requirements of CFC Chapter 32 and NFPA-13 for the
high-piled storage areas.
4.1 Automatic Fire Sprinkler System
The following requirements are based on the 2016 Edition of NFPA-13 (Attachment 46A):
4. 1.1 Racks A&ACE
Commodity Stored: High Hazard/Group A Unexpanded & Expanded
Plastics, cartoned
Type of Rack: Single-Row Racks
Type of Rack Shelving: Grated shelves, 50% or greater open
Flue Spaces for Racks:
Single Row Racks: 3" Transverse; Longitudinal not required
Aisle Widths: ?: 4'-5"
Maximum Storage Height: < 181-6"
Maximum Ceiling Height: < 30'-0" [measured at approximately 29'-10"]
Sprinkler Design Required: Control Mode Density Area (CMDA); minimum
K-8.0, upright or pendent sprinklers, density 0.45
gpmlft2 over 2,000 ft2 remote area, maximum
coverage area 100 fl2, maximum spacing between
sprinklers 12'-0", minimum 18" clearance from
deflector to top of storage, Hose allowance 500
gpm
One levels of in-rack sprinklers required
designed in accordance with figure
17.2.1.2.1(d) and section 17.2.1.5
located at the first tier at 10'-0" above the
floor vertically,
located in transverse flue space maximum
10'-0" horizontally
Minimum of 6 in. vertical clear space shall
be maintained between the sprinkler
deflectors and the top of a tier of storage
Minimum eight flowing in-rack sprinklers at
15 psi
The existing sprinkler system is designed to provide 0.45 gpm/ft, over a 3,000ft2 remote
area, without in-rack sprinklers. The system will have to be revised to include in-rack
sprinklers. NOTE: Above protection is adequate for storage up to 20' in height.
Rev 1.2—PrAna
SBRUCKNER
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3209 Lionshead Ave., Carlsbad, CA ASSOCIATES
4.1.2 All TI Racks Except A & ACE
The following requirements are based on the 2016 Edition of NFPA-13 (Attachment #6B):
Commodity Stored:
Type of Rack:
Type of Rack Shelving
Flue Spaces for Racks:
Single Row Racks
Aisle Widths:
Maximum Storage Height:
Maximum Ceiling Height:
Class 111-TV
Single-Row Racks
Grated shelves, 50% or greater open
3" Transverse; Longitudinal not required
? 4'-5"
18'-6"
30'-0" [measured at approximately 29'-10"]
Ceiling Sprinkler Design: CMDA upright or pendent ceiling sprinklers only
with a density of 0.44/3000; maximum coverage area
100 ft2; minimum spacing 6'-0" between sprinklers;
maximum spacing 12'-0" between sprinklers;
minimum 18" clearance from deflector to top of
storage; hose allowance 500 gpm
The existing sprinkler system is designed to provide 0.45 gpnz/ftl over a 3,000ft, remote
area, without in-rack sprinklers meets the above criteria. To store to 20' storage, the
area over the mezzanine must be re-calculated to 0.57/2000[5im11ar to what was done
previously].
4.1.3 Additional Protection Requirements
The following additional requirements are based on the 2016 Edition of NFPA-13:
4.1.3.1 Extent of Protection
Per CFC 3206.2 and NFPA-13 Section 12.3 (Attachment #7), the extent and type of
protection (including automatic sprinkler design densities) shall extend the lesser of 15 feet
beyond the high-piled storage area or to a permanent partition.
4.1.3.2 Protection of Steel Columns
Per CFC 3208.4 and NFPA-13 Section 17.1.4.1(4) (Attachment #7), where fireproofing of
building columns is not provided and storage heights are in excess of 15 ft, protection of
building columns within the rack structure or vertical rack members supporting the
building shall be provided by the installation of:
In-rack sprinklers [for Racks A & ACE], or
Sidewall sprinklers at the 15 ft elevation, pointed toward one side of the steel
column [for all TI Racks except A and ACE].
Rev 1.2—PrAna
KLAUSUPUCKNER
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3209 Lionshead Ave., Carlsbad, CA AND ASSOCIATES
41.3.3 Fixed Obstructions
Per NFPA-13 Sections 8.5.5.3.1 (Attachment 47), fire sprinklers are not required under fixed
obstruction or open grate flowing unless their width is in excess of 4 ft.
4.1.3.4 Ceiling Slopes
Per NFPA-13 Section 12.1.2 (Attachment #7), the sprinkler system criteria specified are
intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent)
4.1.4 Offices - Outside the Scope
The following requirements are based on NFPA-13, 2016 Edition (Attachment 48):
CFC Occupancy Classification: B
NFPA 13 Occupancy: Light hazard
Design Density Proposed: 0.1/1,500
Hose Stream: 100 gpm for combined inside and outside hose
stream demand.
4.1.5 Other Areas - Outside the Scope
All other areas within the building are outside the scope of this report.
4.2 Alarm/Monitoring
Per CFC 903.4 (Attachment 99), all valves controlling the water supply for automatic
sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures, and
water-flow switches on all sprinkler systems (if serving >20 sprinklers) shall be electrically
supervised by a listed fire alarm control unit. Alarm, supervisory and trouble signals shall
be distinctly different and shall be automatically transmitted to an approved supervising
station or, when approved by the fire code official, shall sound an audible signal at a
constantly attended location. One exterior approved audible device, located on the exterior
of the building in an approved location, shall be connected to each automatic sprinkler
system. Such sprinkler water-flow alarm devices shall be activated by water flow
equivalent to the flow of a single sprinkler of the smallest orifice size installed in the
system. Where a fire alarm system is installed, actuation of the automatic sprinkler system
shall actuate the building fire alarm system. Visual alarm notification appliances shall not
be required except when required by Section 907.
4.3 Building Access - Doors & Roads
Per CFC Table 3206.2 (Attachment #10), access doors and roads are required for high-piled
storage areas of High Hazard/Group A Plastic Commodities more than 2,500 ft2.
Per CFC 3206.6 (Attachment #10), where building access is required, fire apparatus access
roads shall be provided within 150 feet of all portions of the exterior walls of buildings
used for high-piled storage.
Access doors shall be accessible without the use of a ladder. A minimum of one access
door shall be provided in each 100 lineal feet, or fraction thereof, of the exterior walls that
Rev 1.2—PrAna I
KLAUSBRUCKNER I Page 9
3209 Lionshead Ave., Carlsbad, CA AND ASSOCIATES I
face required fire apparatus access roads. The required access doors shall be distributed
such that the lineal distance between adjacent access doors does not exceed 100 feet.
EXCEPTION: The linear distance between adjacent access doors is allowed to
exceed 100 feet in existing buildings where no changes in occupancy is proposed.
The number and distribution of access doors in existing buildings shall be
approved.
Access doors shall not be less than 3 feet in width and 6 feet 8 inches in height. Roll-up
doors shall not be used unless approved. Only approved locking devices shall be used.
Per CFC 503.2 (Attachment #10), fire apparatus access roads shall have an unobstructed
width of not less than 20 feet, exclusive of shoulders, except for approved security gates in
accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13
feet 6 inches. The fire code official shall have the authority to require or permit
modifications to the required access widths where they are inadequate for fire or rescue
operations or where necessary to meet the public safety objectives of the jurisdiction. Fire
apparatus access roads shall be designed and maintained to support the imposed loads of
fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. The
required taming radius of a fire apparatus access road shall be determined by the fire code
official. Dead-end fire apparatus access roads in excess of 150 feet in length shall be
provided with an approved area for turning around fire apparatus. The grade of the fire
apparatus access road shall be within the limits established by the fire code official based
on the fire department's apparatus. The angle of approach and departure for fire apparatus
access roads shall be within the limits established by the fire code official based on the fire
department's apparatus.
Access roads and access doors are existing and have been previously approved as part of
the shell building. Four doors exist along the plan west, one door exists along the plan east,
and two doors exist along the plan south. Final number and location of the fire department
access doors shall be approved.
4.4 Smoke and Heat Removal
Per CFC Table 3206.2 (Attachment #11), smoke and heat removal is required for high-
piled storage areas of High Hazard/Group A Plastic Commodities more than 2,500 ft2.
Per CFC 910.3 (Attachment #11), the design and installation requirement for smoke and
heat vents shall be as follows:
Listing and labeling. Smoke and heat vents are required to be listed and labeled to
indicate their compliance with UL 793, FM 4430 or ICC ES AC 331.
Smoke and heat vent locations. Smoke and heat vents shall be located 30 feet or
more from adjacent lot lines and fire walls and 10 feet or more from fire barriers.
Vents shall be uniformly located within the roof in the areas of the building where
the vents are required to be installed by Section 910.2, with consideration given to
roof pitch, sprinkler location and structural members.
Smoke and heat vent area. The required aggregate area of smoke and heat vents
shall be calculated as follows: A = V/9000.
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3209 Lionshead Ave., Carlsbad, CA I
Maintenance. Smoke and heat vents shall be maintained in an operative condition.
Smoke and heat vents shall be maintained in accordance with NFPA 204. Fusible
links for smoke and heat vents shall be replaced whenever fused, damaged or
painted.
The aggregate area of smoke and heat vents in buildings equipped throughout with an
automatic sprinkler system to be calculated as follows: A = V/9000
V = Volume of the Storage Area = 30'-O" x 3 6,83 2 ft2 = 1,104,960 ft3
A = Required Aggregate Vent Area = 1,104,960 ft3 / 9,000 = 124 ft2
Based on CFC 910.3.3, four (4) smoke and heat vents [4'x8'] are required throughout the
warehouse. There are currently at least 4 smoke and heat vents existing in the warehouse.
4.5 Draft Curtains
Per CFC Table 3206.2 (Attachment 412), draft curtains are no longer required per CFC
Chapter 32.
4.6 Portable Fire Extinguishers
Per CFC 906 and 3206.10 (Attachment 913), portable fire extinguishers shall be installed in
the following locations:
In new and existing Group B and S occupancies
Where required by the sections indicated in Table 906.1.
Per CFC Table 906.3(1) & 906.3(2) (Attachment 913), the following is the proposed fire
extinguisher type and layout:
Storage Areas: 4-A:20-B:C @ Travel Distance < 50 Feet
The owners agree to comply with the requirements for fire extinguishers. One extinguisher
may provide coverage to a maximum of 4000 ft2. Fire extinguisher types and locations will
be provided by the owners or fire extinguisher vendor and approved by the fire department.
Portable fire extinguishers shall be located in conspicuous locations where they will be
readily accessible and immediately available for use. These locations shall be along normal
paths of travel, unless the fire code official determines that the hazard posed indicated the
need for placement away from normal paths of travel. Portable fire extinguishers shall not
be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the location of extinguishers.
Rev l.2—PrAna
KLAUSBRUCKNER
Page 11
3209 Lionshead Ave., Carlsbad, CA AND ASSOCIATES
4.7 Aisle Widths
Per CFC 3206.9.1.1 (Attachment #14), aisles in sprinidered buildings shall be a minimum
of 44 inches. Per CFC 3206.9.1 (Exception 1) cross aisles used only for employee access
between aisles shall be a minimum of 24 inches in width. Per CFC 3206.9.3, dead-end
aisles shall not exceed 50 feet in length.
PrAna agrees to meet the above requirements and to maintain a minimum of 4'-0" aisle
widths within the rack storage areas.
4.8 Housekeeping & Maintenance
Per CFC 3205 (Attachment #15), the following are general maintenance and safety
requirements, of which PrAna agrees to comply with:
The structural integrity of racks shall be maintained.
Smoking shall be prohibited. Approved "NO SMOKING" signs shall be conspicuously
posted.
When restocking is not being conducted, aisles shall be kept clear of storage, waste
materials and debris. Fire department access doors, aisles and exit doors shall be
unobstructed. During restocking operations using manual stocking methods, a
minimum unobstructed aisle width of 24 inches of the required aisle width shall be
maintained in 48 inch or smaller aisles, and a minimum unobstructed aisle width of
one-half of the required aisle width shall be maintained in aisles greater than 48 inches.
During mechanical stocking operations, a minimum unobstructed aisle width of 44
inches shall be maintained.
4.9 Flue Spaces
Per CFC 3208.3 and Table 3208.3 (Attachment #16), flue spaces shall be maintained for
rack storage. Where required by the fire code official, required flue spaces in rack storage
shall be equipped with approved devices to protect the required flue space. Such devices
shall not be moved or modified.
Per CFC Table 3208.3, the following flue spaces are required for rack storage (including
the shelf storage area which is being treated as rack storage):
Single Row Racks: Transverse - 3" Required
Longitudinal - Not Required
Rev 1.2—PrAna I Page 12
KLAUSBRUCKNER 3209 Lionshead Ave., Carlsbad, CA AND ASSOCIATES
5. Means of Egress
A complete exit analysis is outside the scope of this report and, when required, will be
provided by the Architect of Record. The following general egress requirements apply to
the proposed sprinklered occupancies (Attachment #17):
5.1 Offices [B Occupancy] - Outside the Scope
Per CBC 1005.3.2, egress width components other than stairways shall be 0.2
inch/occupant.
Per CBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have a
maximum occupancy load of 49 and the common path of egress travel shall not exceed
100 feet.
Per CBC Table 10 17.2, exit access travel distance shall not exceed 300 feet.
Per CBC 1020.4 Exception 2, dead ends through common path of egress shall not
exceed 50 feet.
5.2 Packaging/Shipping [F-I Occupancy] -
Outside the Scope
Per CBC 1005.3.2, egress width components other than stairways shall be 0.2
inch/occupant.
Per CBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have a
maximum occupancy load of 49 and the common path of egress travel shall not exceed
100 feet.
Per CBC Table 10 17.2, exit access travel distance shall not exceed 250 feet.
o Per CBC 1017.2.2, the exit access travel distance can be increased to 400 feet if the portion
of the building classified as S-i is limited to one story in height, the minimum height from
the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet, and the
building is equipped throughout with an approved automatic sprinkler system.
Per CBC 1020.4 Exception 2, dead ends through common path of egress shall not
exceed 50 feet.
5.3 Retail/Sales [M Occupancy] - Outside the
Scope
Per CBC 1005.3.2, egress width components other than stairways shall be 0.2
inch/occupant.
Per CBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have a
maximum occupancy load of 49 and the common path of egress travel shall not exceed
75 feet.
Per CBC Table 10 17.2, exit access travel distance shall not exceed 250 feet.
Per CBC 1020.4 Exception 2, dead ends through common path of egress shall not
exceed 50 feet.
Rev 1.2—PrAna I Page 13
KLAUSSRuCIcNER 3209 Lionshead Ave., Carlsbad, CA AND ASSOCIATES
5.4 Storage [S-I Occupancy]
Per CBC 1005.3.2, egress width components other than stairways shall be 0.2
inch/occupant.
Per CBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have a
maximum occupancy load of 29 and the common path of egress travel shall not exceed
100 feet.
Per CBC Table 10 17.2, exit access travel distance shall not exceed 250 feet.
o Per CBC 10 17.2.2, the exit access travel distance can be increased to 400 feet if the portion
of the building classified as S-i is limited to one story in height, the minimum height from
the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet, and the
building is equipped throughout with an approved automatic sprinkler system.
Per CBC 1020.4 Exception 2, dead ends through common path of egress shall not
exceed 50 feet. See Section 4.7 for additional dead end requirements for storage areas.
5.5 Other Areas
All other areas within the building are outside the scope of this report.
Rev 1.2—PrAna Page 14
3209 LionsheadAve., Carlsbad, CA AND AssocAys
6. Exposures
6.1 Occupancy Separation
PrAna is classified as a B, F-i, M and S-i occupancy, with occupancies in other areas
being unknown and outside the scope of this report.
Based on CBC Table 508.4 (Attachment 418), there are no requirements for mixed
occupancy fire barrier walls between B, F- 1, M, and S-i occupancies if sprinklered.
6.2 Separation of High-Piled Storage Areas
Per CFC 3206.3.2.1 (Attachment #19), the aggregate of all high-piled storage areas within a
building shall be used for the application of Table 3206.2.1 unless such areas are separated
from each other by 1-hour fire barrier walls constructed in accordance with the California
Building Code. Openings in such walls shall be protected by opening protective assemblies
having a i-hour fire protection rating.
PrAna occupies the entire facility. Therefore the requirements of section 3206.3.2.1 do not
apply.
6.3 Allowable Area and Side yards
The building is existing. There are no proposed changes to the occupancy, construction or
square footage of the building.
Rev 1.2—PrAna I Page 15
KLAUSBRUCKNER I
3209 Lionshead Ave., Carlsbad, CA )p AND ASSOCIATES
7. Conclusion
It is the opinion of Klausbruckner & Associates that the above will meet the requirements,
and/or intent of the 2016 Edition of the California Fire Code, the 2016 Edition of the
California Building Code, portions of the 2016 Edition of NFPA-13 Standard for the
Installation of Sprinkler Systems, and portions of the 2016 edition of that document for the
type of occupancy and storage.
By way of my signature, PrAna agrees to meet the storage conditions required and
specified in this report.
PrAna Representative Sign & Print Name Date
Rev 1.2—PrA Page 16 na I
KLAUSBRUCKNER 3209 Lionshead Ave., Carlsbad, CA AND ASSOCIATES
8. Appendix A: Attachments
Rev 1.2— PrAna I
KLAUSBRUCKNER
Page 17
3209 LionsheadAve., Carlsbad, CA ASSOCIATES
Print https ://mg.mail .yahoo.comineo/launch?.src=ym&reason=unexpected..
<G022240864.pdf
of 7 10/17/2017, 6:03 PM
UNI FIRE PROTECTION, INC.
22046 CELES STREET
WOODLAND HILLS, CA 91364
HYDRAULIC CALCULATIONS
FOR
PRANA HQ - EMPLOYEE STORE
3209 LIONSHEAD AVE.
CARLSBAD, CA 92010
FILE NUMBER: 17804-02
DATE: OCT 10, 2017
AREA "B"
-DESIGN DATA-
HAZARD CLASSIFICATION: HIGH HAZARD
COMMODITY CLASSIFICATION: CLASS I-IV
MAXIMUM CEILING HIGHT: 30 ft.
MAXIMUM HEIGHT OF STORAGE: 20 ft.
TYPE OF RACK: SINGLE ROW RACK
IN-RACK SPRINKLER:. NO IN-RACK SPRINKLER
CEILING SPRINKLER DENSITY: 0.57 gpm/sq. ft.
AREA OF APPLICATION: 2000 sq. ft.
MAX. COVERAGE PER SPRINKLER: 90 sq. ft.
NUMBER OF CEILING SPRINKLERS CALCULATED: 25 sprinklers
NUMBER OF CATWALK SPRINKLERS CALCULATED: 7 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 1476.8 gpm
TOTAL WATER REQUIRED (including hose): 1976.9 gpm
FLOW AND PRESSURE (@ BOR): 1476.9 gpm @ 63.0 psi
SPRINKLER ORIFICE SIZE: 3/4 & 1/2inch (11.2 & 5.6 K-Factor)
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3801160310)
HRS SYSTEMS, INC.
ATLANTA, GA
For Non-Health Hazard Applications
Job Name
Job Location
Engineer
Approval
Series 709DCDA
Double Check Detector Assemblies
Sizes: 3" -10" (80-250mm)
Series 709DCDA Double Check Detector Assemblies are
designed exclusively for use in accordance with water authori-
ty containment requirements. It is mandatory to prevent the
reverse flow of fire protection system substances, i.e. glycerin
wetting agents, stagnant water and water of non-potable qual-
ity from being pumped or siphoned into the potable water line.
Benefits: Detects leaks. . . with emphasis on the cost of unac-countable water; incorporates a meter which allows the water
utility to:
detect leaks underground that historically create great annual
cost due to waste.
provide a detection point for unauthorized use. It can help
locate illegal taps.
Modular check design concept facilitates maintenance and
assembly access. All sizes are standardly equipped with
resilient seated OSY shutoff valves, 5/s" x 3/4' (16 x 19mm) meter and ball type test cocks.
Features
Body construction fused epoxy coated cast iron
Replaceable bronze seats
Maximum flow at low pressure drop
Compact for economy combined with performance
Design simplicity for easy maintenance
Furnished with %" x 3/4 (16 x 19mm) bronze meter
No special tools required for servicing
Specifications
A Double Check Detector Assembly shall be installed on fire
protection systems when connected to a potable water sup-
ply. Degree of hazard present is determined by the local
authority having jurisdiction. The unit shall be a complete
assembly including UL listed resilient seated OSY shutoff
valves and test cocks. The unit shall be ULJFM approved with
UL/FM approved OSY shutoff valves. The auxiliary line shall
consist of an approved backilow, preventer and water meter. The assembly shall meet the basic requirements of ASSE
1048; AWWA Std. C5-lo for Double Check Valves. Approved
by the Foundation for Cross-Connection Control and Hydraulic
Research at the University of Southern California. Assembly
shall be a Watts Regulator Company Series 709DCDA.
Contractor
Approval
Contractor's P.O. No.
Representative
7O9DCDAOSY
Check
Mo st Cock
Cover
Seat Disc
Check Assembly Module
Features a modular design concept which facilitates complete
maintenance and assembly by retaining the spring load.
First and second check valve spring modules are not inter-
changeable.
Now Available
WattsBox Insulated Enclosures.
For more information, send for literature ES-WB.
IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES
FOR LOCAL INSTALLATION REQUIREMENTS
Watts product specifications in U.S. customary units and metric are approximate and are provided for reference Only. For precise measurements,
please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with IWWATM - out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold.
Materials
Body: Epoxy coated cast iron
Seat Bronze
Disc Holder: Bronze
Trim: Stainless steel
Check Valve Discs: Rubber
Test Cocks: Bronze
Models
Suffix:
OSY - UL/FM outside stem and yoke resilient seated gate
valves
CFM - cubic feet per minute meter
GPM - gallons per minute meter
LF - 4 - 10" (100 - 250mm) without shutoff valves
Dimensions - Weights
Pressure - Temperature
Temperature Range: 33°F - 110°F (0.5° - 43°C) continuous,
140°F (60°C) intermittent
Maximum Working Pressure: 175p51 (12.1 bar)
Standards
AWA Standard C510
Approvals
Approved '\-® OPUS 8.64 1048
Approved by the foundation for Cross-Connection Controland
Hydraulic Research at the University of Southern California.
Sizes 4" - 10" (100— 250mm) approved for horizontal and
vertical flow up". Size 3' (76mm) approved for horizontal only.
Factory Mutual approved 4" - 10" (100-250mm) vertical
"flow up".
-------------------A --------------------------------------------------
SIZE (DN) DIMENSIONS WEIGHT
In. mm in.
A
mm
C
in. mm
0
in. mm in.
E
mm in.
L
mm in.
R
mm
I
in. mm in.
U.
mm
W/0SYt gates
tbs. kgs.
3 80 40 1016 18/e 479 31/2 89 12 305 24 610 14 356 3 76 14 356 190 86 4 100 52 1321 223/4 578 33/4 95 17 432 34 864 15 381 6 152 14 356 403 183 6 150 621/2 1588 301/8 765 41/2 114 21 533 411/2 1054 16 406 71/2 191 16 406 727 330 8 200 75 1905 373/4 959 1 51/2 140 26 660 52 1321 17 432 1 9 229 21 533 1327 602 10 250 90 2286 453/4 1162 1 61/2 165 32 813 64 1626 18 457 1 101/4 260 25 635 2093 949
* Service clearance for check assembly from center.
tUL/FM approved back-flow preventers must include UL/FM approved OSY.
Capacity
*Typical maximum system flow rate (7.5 ft./Sec.) **UL rated flow
__ IN mom_. _•____. _____. -== ==__. _____. rA.....in ME —MMMM w_______. I_____.
I I(t
I •I
I I 41 14.1
IID1IfliTh
MIT— in-MIMM
Elm
I I Il II itl' .119 .111 I .1: 11 1901 ç119 .0I
Ell —__ .___ _ I__ i___ ._____ au iu Elm w______ Elm __Elm MINIM
81(200mm)
kPai
006
* **
96 14
69 10 ___________________
U) 41 6
CL ft H 14 2
00
0 400 800 1200 1600 2000 4000 gpm 0 1520 3040 456 6000 7600 15200 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps
Flow
¶1
EU I I MR-M 1 IdU Mill i • i•• Li• I IMill 1 Mill lM
IU • •
Fire Protection
Products
Worldwide Contacts I www.tyco-fire.com
Series ELO-231B - 112 K-factor
Upright and Pendent Sprinklers
Standard Response, Standard Coverage
General
Description
TYCO Series ELO-231B 11.2K Standard
Response, Standard Coverage Upright
and Pendent Sprinklers (Ref. Figure 1)
are automatic sprinklers of the frangible
bulb type. They are standard response,
spray sprinklers that produce a hemi-
spherical water distribution pattern
below the deflector.
The 11.2 K-factor, ELO-231B Sprinklers
were subjected to full-scale, high-piled
storage fire tests to qualify their use
in lieu of 5.6 or 8.0 K-factor standard
spray sprinklers for the protection of
high-piled storage.
Higher flow rates can be achieved at
much lower pressures with the 11.2
K-factor, ELO-231B Sprinklers, making
their use highly advantageous in high
density applications, such as the pro-
tection of high-piled storage.
Wax or lead coatings can be used
to extend the life of the copper alloy
components used in Series ELO-231B
sprinklers beyond that which would
otherwise be obtained when exposed
to corrosive atmospheres. Although
wax, lead, and polyester coated sprin-
klers have passed the standard corro-
sion tests of the applicable approval
agencies, the testing is not repre-
sentative of all possible corrosive
atmospheres. Consequently, it is rec-
ommended that the end-user be con-
sulted with respect to the suitability
of these corrosion resistant coatings
for any given corrosive environment.
The effects of ambient temperature,
IMPORTANT
Always refer to Technical Data
Sheet TFP700 for the "INSTALLER
WARNING" that provides cautions
with respect to handling and instal-
lation of sprinkler systems and com-
ponents. Improper handling and
installation can permanently damage
a sprinkler system or its compo-
nents and cause the sprinkler to fail
to operate in a fire situation or cause
it to operate prematurely.
Page 1 of 4
concentration of chemicals, and gas/
chemical velocity, should be consid-
ered, as a minimum, along with the cor-
rosive nature of the chemical to which
the sprinklers will be exposed.
An upright intermediate level version
of the Series ELO-231B Sprinklers for
in-rack applications can be obtained by
utilizing the Series ELO-231B Upright
Sprinkler with the WSG-2 Guard &
Shield, and a pendent intermediate
level version of the Series ELO-231B
Sprinklers can be obtained by utilizing
the Series ELO-231B Pendent Sprinkler
with the WS-2 Shield. If there is a pos-
sibility of the pendent intermediate level
version being exposed to mechanical
damage, a G-2 Guard can be added.
INOTM
The 11.2 K-factor, Series ELO-231B
Upright and Pendent Sprinklers
described herein must be installed
and maintained in compliance with this
document, as well as with the applica-
ble standards of the National Fire Pro-
tection Association (NFPA), in addition
to the standards of any other authori-
ties ha ving jurisdiction. Failure to do so
may impair the performance of these
devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. Contact the installing contrac-
tor or product manufacturer with any
questions.
Installation of Series ELO-231B Pendent
Sprinklers in recessed escutcheons will
void all sprinkler warranties, as well as
possibly void the sprinkler's Approvals
and/or Listings.
NOVEMBER 2016
Sprinkler
Identification
Numbers (SINS)
TY5151 - Upright 11.2K, 3/4" NPT
TY5251 - Pendent 11.2K, 3/4" NPT
TY5851 - Upright 11.2K, 1/2" NPT
TY5151 is a redesignation for Central
SIN C5151.
TY5251 is a redesignation for Central,
Gem, and Star SINs C5251, G1871,
and S2531, respectively.
TY5851 is a redesignation for Central
SIN C5851.
TFP342
TFP342
Page 2 of 4
UPRIGHT
1Y5851
1/2' (12,7 mm) Components:
NOMINAL MAKE-IN 1 - Frame
2 -Seal
NPT Assembly
3 - Cap
2 4 - Bulb
HREAD 5 - Compression
RELIEF 3 Screw W -t r 6 - Deflector*
Temperature
PT rating is
6 indicated on
deflector.
FPTU
2-13/16'
(71,4 mm) WRENCH
TYP. FLATS
NPT
L 7/16' (11,1 mm)
NOMINAL MAKE-IN
1/2(12,7mm)
NOMINAL MAKE-IN
UPRIGHT PENDENT CROSS
1Y5151 TY5251 SECTION
FIGURE 1
SERIES ELO-2318 11.2K UPRIGHT 3/4" NPT (TY5151), UPRIGHT 1/2" NPT (TY5851), AND
PENDENT 3/4" NPT (TY5251) SPRINKLERS, STANDARD RESPONSE
Technical
Data
Approvals
UL and C-UL Listed
FM Approved
NYC Approved
(Refer to Table A for complete approval
information, including corrosion-resis-
tant status. The approvals apply to
the service conditions indicated in the
Design Criteria section.)
Maximum Working Pressure
175 psi (12,1 bar)
Discharge Coefficient
K=11.2 gpm/psi" (161,4 Ipm/bar")
Temperature Ratings
Refer to Table A
Finishes
Refer to Table A
Physical Characteristics
Frame ............................Bronze
Cap ..............................Bronze
Sealing Assembly.. Beryllium Nickel w/TEFLON
Bulb (5 mm dia.) .....................Glass
Compression Screw .................Bronze
Deflector ..........................Bronze
Design
Criteria
UL and C-UL
Listing Requirements
TYCO Series ELO-231B 11.2K Standard
Response, Standard Coverage Upright
and Pendent Sprinklers are to be
installed in accordance with NFPA 13
standard sprinkler position and area/
density flow calculation requirements
for light, ordinary, or extra hazard occu-
pancies, as well as high-piled storage
occupancies (solid-piled, palletized,
rack storage, bin box, and shelf storage
including but not limited to Class l-IV
and Group A plastics) with a minimum
residual (flowing) pressure of 7 psi (0,5
bar) for wet or dry pipe systems.
FM Approval Requirements
The 11.2 K-factor, Model ELO-231B
(TY5151, TY5251 & TY5851) Sprinklers
are to be installed in accordance with
the applicable control mode density/
area guidelines provided by FM Global.
(FM Approval guidelines may differ
from UL and C-UL Listing criteria.)
"FITTING SIDE"
TOWARDS SPRINKLER
FITTING
01
/\
WRENCH
RECESS /
(END "A")
FIGURE 2
W-TYPE 3
SPRINKLER WRENCH
Operation
The glass bulb contains a fluid that
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass bulb, allowing the sprinkler to
activate and water to flow.
TFP342
Page 3 of 4
SPRINKLER FINISH
SPRINKLER TEMPERATURE BULB
TYPE RATING LIQUID NATURAL CHROME I
PLATED
LEAD WAX WAX-OVER-LEAD
BRASS COATED COATED COATED
155°F (68°C) Red
UPRIGHT
(TY5151 &TY5851) 1,2,3,4 200°F(93°C) Green
286°F (141°C) Blue 3 3*
155°F (68°C) Red
PENDENT 1, 2, 3, 4 200°F (93°C) Green
286°F (141°C) Blue 3 3*
Notes:
Listed by Underwriters Laboratories, Inc. (UL)
Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL)
Approved by FM Global (FM Approvals)
Approved by the City of New York (NYC) under MEA 291-04-E
* Listed/Approved for a maximum ceiling temperature of 150°F (66°C).
TABLE A
112K SERIES ELO-231B UPRIGHTAND PENDENT SPRINKLERS, STANDARD RESPONSE
LABORATORY LISTINGS AND APPROVALS
Installation
TYCO Series ELO-231B 11.2K Stan-
dard Response, Standard Coverage
Upright and Pendent Sprinklers must
be installed in accordance with this
section.
A leak-tight 3/4 inch NPT sprinkler joint
should be obtained by applying a min-
imum-to-maximum torque of 10 to 20
lbs.-ft. (13,4 to 26,8 Nm). A leak-tight
1/2 inch NPT sprinkler joint should be
obtained by applying a minimum-to-
maximum torque of 7 to 14 lbs.-ft. (9,5
to 19,0 Nm). Higher levels of torque
can distort the sprinkler inlet with con-
sequent leakage or impairment of the
sprinkler.
Notes: Do not install any bulb type
sprinkler if the bulb is cracked or there
is a loss of liquid from the bulb. With
the sprinkler held horizontally, a small
air bubble should be present. The
diameter of the air bubble is approxi-
mately 1/16 inch (1,6 mm) for the 155°F
(68°C) to 3/32 inch (2,4 mm) for the
286°F (141°C) temperature ratings.
Do not attempt to make up for insuf-
ficient adjustment in the escutcheon
plate by under- or over-tightening the
sprinkler. Re-adjust the position of the
sprinkler fitting to Suit.
The Series ELO-231B Upright and
Pendent Sprinklers must be installed
in accordance with the following
instructions.
Note: Pendent sprinklers are to be
installed in the pendent position;
upright sprinklers are to be installed in
the upright position.
Step 1. With pipe thread sealant
applied to the pipe threads, hand-
tighten the sprinkler into the sprinkler
fitting.
Step 2. Tighten the sprinkler into the
sprinkler fitting using only the W-Type 3
Sprinkler Wrench (Ref. Figure 2), except
that an 8 or 10 inch adjustable wrench
is to be used for wax-coated sprinklers.
With reference to Figure 1, the W-Type
3 Sprinkler Wrench or the adjustable
wrench, as applicable, is to be applied
to the wrench flats.
When installing wax-coated sprinklers
with the adjustable wrench, additional
care needs to be exercised to prevent
damage to the wax coating on the
sprinkler wrench flats or frame arms
and, consequently, exposure of bare
metal to the corrosive environment.
The jaws of the wrench should be
opened sufficiently wide to pass over
the wrench flats without damaging the
wax coating. Before wrench-tightening
the sprinkler, the jaws of the wrench are
to be adjusted to just contact the sprin-
kler wrench flats. After wrench-tight-
ening the sprinkler, loosen the wrench
jaws before removing the wrench.
After installation, the sprinkler
wrench flats and frame arms must
be inspected and the wax coating
retouched (repaired) whenever the
coating has been damaged and bare
metal is exposed. The wax coating
on the wrench flats can be retouched
by gently applying a heated 1/8 inch
diameter steel rod to the areas of wax
that have been damaged, to smooth it
back over areas where bare metal is
exposed.
Notes: Only retouching of the wax
coating applied to the wrench flats
and frame arms is permitted, and
the retouching is to be performed
only at the time of the initial sprinkler
installation.
The steel rod should be heated only
to the point at which it can begin to
melt the wax, and appropriate precau-
tions need to be taken, when handling
the heated rod, in order to prevent the
installer from being burned.
If attempts to retouch the wax coating
with complete coverage are unsuc-
cessful, additional wax can be ordered
in the form of a wax stick (the end
of which is color-coded). Only the
correct color-coded wax is to be
used, and retouching of wrench flats
and frame arms is only permitted at
the time of initial sprinkler installation.
With the steel rod heated as previ-
ously described, touch the rod to the
area requiring additional wax with the
rod angled downward, and then touch
the wax stick to the rod approximately
1/2 inch away from the area requiring
retouching. The wax will melt and run
down onto the sprinkler.
Worldwide www.tyco.fire.com Contacts
Series TYFRB - 56 K-factor
Upright and Pendent Intermediate Level Sprinklers
Quick Response
General
Description
The Series TY-FRB, 5.6 K-factor Up-
right and Pendent Intermediate Level
Sprinklers described in this data sheet
are automatic sprinklers of the "quick
response" 3 mm frangible bulb type.
They are "standard spray" sprinklers
intended for use in fire sprinkler sys-
tems designed in accordance with the
standard installation rules recognized
by the applicable Listing or Approval
agency (e.g., UL Listing is based on
NFPA requirements). Both the Up-
right and Pendent Sprinklers produce
a hemispherical water distribution pat-
tern below the deflector.
Intermediate Level Sprinklers are pri-
marily designed for use in rack stor-
age sprinkler systems where their
thermally sensitive elements must be
shielded from the water spray of high-
er elevation sprinklers that could op-
erate earlier during a fire. Intermediate
Level Sprinklers are also used in oth-
er applications such as beneath open
gridded catwalks.
For additional Series TY-FRB Sprin-
kler information, see Technical Data
Sheet TFP172. For additional Guard
and Shield information, see Technical
Data Sheet TFP780.
LNOTICE
The Series TY-FRB Sprinklers de-
scribed herein must be installed and
maintained in compliance with this
document, as well as with the appli-
cable standards of the National Fire
IMPORTANT
Always refer to Technical Data
Sheet TFP700 for the "INSTALLER
WARNING" that provides cautions
with respect to handling and instal-
lation of sprinkler systems and com-
ponents. Improper handling and in-
stallation can permanently damage
a sprinkler system or its compo-
nents and cause the sprinkler to fail
to operate in a fire situation or cause
it to operate prematurely.
Protection Association, in addition to
the standards of any other authorities
having jurisdiction. Failure to do so
may impair the performance of these
devices.
The owner is responsible for maintain-
ing their fire protection system and
devices in proper operating condi-
tion. The installing contractor or sprin-
kler manufacturer should be contact-
ed with any questions.
Sprinkler
Identification
Numbers
TY313 ..........Upright 5.6K, 1/2" NPT
TY323 .......... Pendent 5.6K, 1/2" NPT
Technical
Data
Approvals
UL and C-UL Listed
FM Approved
(Refer to Table A for complete approv-
al information.)
Maximum Working Pressure
175 psi (12,1 bar)
250 psi (17,2 bar)*
'The Maximum Working Pressure of 250 psi (17,2 bar) Only applies to the listing by Underwriters Laboratory.
Discharge Coefficient
K=5.6 GPM/psi112 (80,6 LPM/bar1/2)
Temperature Ratings
Refer to Table A
Finishes
TY-FRB Sprinkler...............Brass
G1/S1 Guard with Shield .....Red or Zinc
Gi Guard .................Red or Zinc
S2 Shield ......................Zinc
Physical Characteristics
Frame .......................Bronze
Button.................Brass/Copper
Sealing Assembly.......Stainless Steel
w/TEFLON
Bulb .........................Glass
Compression Screw............Bronze
Deflector .................. ...Copper
Gi and G1/S1 Guard ... Painted or Plated
Steel
S2 Shield ................Plated Steel
Operation
The glass bulb contains a fluid which
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter
the glass bulb, allowing the sprinkler
to activate and water to flow.
Page 1 of 6 MARCH 2013 TFP357
* Pipe thread
SPRINKLER connections per
THREAD RELIEF ISO 7-1 can be
ENGAGED BY GUARD provided on
- BASE PLATES special request.
GUARD CLIP ** Temperature
ENGAGED rating is indicated
AGAINST GUARD on Deflector.
BASE PLATES
TY-FRB Sprinkler,
GUARD Gi Guard, and
BASE PLATE S2 Shield with
0-Ring are
GUARD ordered seperately.
BAR
TFP357
Page 2 of 6
FACTORY ASSEMBLED - 4" DIA. _______
* Pipe thread
SHIELD (101,6 mm) I GUARD connections per
BAR ISO 7-1 can be
provided on
special request. ) GUARD MODEL G1/S1 11 BASE PLATE
GUARD CLIP rating is indicated
(76,2 mm) GUARD WITH
\
** Temperature
2-3/8" SHIELD
ENGAGED on Deflector. (60,3 mm)
BASE PLATES -FRB Sprinkler GUARD TYFRB**
L SPRINKLER with Shield are
and G1/S1 Guard
1/ ordered seperately.
7/16" (11,1 mm) NP THREAD RELIEF
NOMINAL MAKE-IN ENGAGED BY GUARD
2-7/8" BASE PLATES
(73,0 mm)
FIGURE 1
SERIES TY-FRB UPRIGHT (TY313) INTERMEDIATE LEVEL SPRINKLER
WITH GI/Si GUARD WITH SHIELD
3-1/2 DIA.
7/16" (11,1 mm) (88,9 mm)
NOMINAL MAKE-IN MODEL S2 1/2" SHIELD WITH NPT*
O-RINGi
fs
2-3/8 TY-FRB **
(76,2 mm) GUARD
(60,3 mm) 1 7 QIP 7[ ~ 3" MODEL G1
2-7/8
(73,0 mm)
FIGURE 2
SERIES TY-FRB PENDENT (TY323) INTERMEDIATE LEVEL SPRINKLER
WITH S2 SHIELD AND G1 GUARD
3-1/2" DIA. I (88,9 mm)
* Pipe thread
connections per 7/16" (11,1 mm) ISO 7-1 can be NOMINAL MAKE-IN 1/2" provided on
NPT * special request.
tt / Temperature
2 " rating is indicated MODEL S2 (50,8 mm) SPRINKLER on Deflector. SHIELD WITH WRENCH
0-RING FLATS TY-FRB Sprinkler
and S2 Shield
TY-FRB ** with 0-Ring are
ordered seperately.
FIGURE 3
SERIES TY-FRB PENDENT (TY323) INTERMEDIATE LEVEL SPRINKLER
WITH S2 SHIELD
TFP357
Page 3 of 6
K TYPE TEMP. BULB
LIQUID
SPRINKLER FINISH
NATURAL BRASS
135°F (57°C) Orange
155-F (68-C) Red UPRIGHT
(TY313) with Guard! 175°F (79°C) Yellow
Shield
200°F(93°C) Green (GI/Si)
5.6 286°F (141°C) Blue
1/2" 1,2,3 NPT 135°F (57°C) Orange
PENDENT
155°F (68°C) Red (TY323)
with Guard/
175°F (79°C) Yellow Shield
(G1/52) or
200°F (93°C) Green Shield only
(S2)
286-F (141-C) Blue
NOTES:
Listed by Underwriters Laboratories, Inc. (UL).
Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL).
Approved by Factory Mutual Research Corporation (FM).
TABLE A
LABORATORY LISTINGS AND APPROVALS
WITH SPRINKLER PROPERLY INSTALLED,
CAREFULLY SPREAD BASE PLATES APART AND FIT MODEL INSTALLATION GUARD ONTO SPRINKLER ENGAGING SPRINKLER G1/S1 GUARD TOOL THREAD RELIEF BY BASE PLATES WITH SHIELD LIP CLIP FULLY
SERIES TY-FRB ENGAGED
MODEL SPRINKLER
/C
SECOND
UPRIGHT BASE
PLATES
BASE FIRST CLIP FULLY
S2 SHIELD
FIRST -
PLATES CLIP FULLY ENGAGED ENGAGED
CLIP BAR INSTALLATION
TOOL SLOT
ADJACENT
SPR
BAR SERIESTYFRB CLIP
MODEL PENDENT
G1 GUARD INKLER
A PLIER
MAY BE INSTALLATION TOOL USED SWIVEL CLIPS OVER ADJACENT (SHIPPED WITH WITH INSTALLATION TOOL APPLIED OVER
BARS AND SLIDE TOWARD BASE GUARDS) ADJACENT BARS, PRESS SECOND CLIP
PLATES UNTIL SNUG TOWARD BASE PLATES UNTIL FULLY ENGAGED
FIGURE 4
INSTALLATION PROCEDURES FOR MODEL Gi GUARD AND S2 SHIELD (PENDENT SPRINKLER)
AND MODEL GI/Si GUARD WITH SHIELD (UPRIGHT SPRINKLER)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "B")
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
1 90.9 80.1 2910.0 85.6 1976.9 79.4
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 1976.9 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 400.0 GPM
OTHER HOSE STREAM ALLOWANCES 100.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1476.9 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
2 -3.0 - - - - 78.4 - - -
3 2.0 - - - - 75.8 - - -
4 2.0 - - - - 68.8 - - -
5 -3.0 - - - - 70.5 - - -
5A -3.0 - - - - 68.0 - - -
6 -3.0 - - - - 66.8 - - -
7 2.0 - - - - 64.2 - - -
8 2.0 - - - - 63.7 - - -
9 2.0 HOSE STREAM 63.0 100.0
10 28.0 - - - - 50.2 - - -
11 28.0 - - - - 47.3 - - -
12 28.0 - - - - 45.0 - - -
12A 30.0 - - - - 43.7 - - -
13 28.0 - - - - 44.5 - - -
13A 30.0 - - - - 43.3 - - -
14 28.0 - - - - 40.5 - - -
14A 30.0 - - - - 39.4. - - -
15 28.0 - - - - 40.1 - - -
15A 30.0 - - - - 38.9 - - -
16 28.0 - - - - 39.7 - - -
16A 30.0 - - - - 32.7 - - -
17 28.0 - - - - 39.4 - - -
17A 30.0 - - - - 37.6 - - -
18 28.0 - - - - 39.2 - - -
18A 30.0 - - - - 36.0 - - -
19 28.0 - - - - 39.0 - - -
19A 30.0 - - - - 35.9 - - -
20 28.0 - - - - 39.0 - - -
20A 30.0 - - - - 35.8 - - -
21 28.0 - - - - 38.8 - - -
21A 30.0 - - - - 37.4 - - -
22 28.0 - - - - 38.8 - - -
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "B")
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
22A 30.0 - - - - 36.9 - - -
25 28.0 - - - - 37.0 - - -
25A 30.0 - - - - 36.5 - - -
26 28.0 - - - - 36.9 - - -
26A 30.0 - - - - 38.0 - - -
27 28.0 - - - - 36.2 - - -
27A 30.0 - - - - 35.6 - - -
28 28.0 - - - - 35.1 - - -
28A 30.0 - - - - 34.5 - - -
29 '28.0 - - - - 33.5 - - -
29A 30.0 - - - - 32.7 - - -
30 28.0 - - - - 32.0 - - -
30A 30.0 - - - - 31.0 - - -
31 28.0 - - - - 30.8 - - -
31A 30.0 - - - - 28.8 - - -
32 28.0 - - - - 30.3 - - -
32A 30.0 - - - - 28.4 - - -
33 28.0 - - - - 30.2 - - -
33A 30.0 - - - - 28.4 - - -
34 28.0 - - - - 30.2 , - - -
35 28.0 - - - - 30.4 - - -
36 28.0 - - - - 31.8 - - -
36A 30.0 - - - - 31.5 - - -
37 28.0 - - - - 32.0 - - -
37A 30.0 - - - - 32.1 - - -
38 28.0 - - - - 29.3 - - -
39 28.0 - - - - 28.7 - - -
40 28.0 - - - - 20.9 - - -
100 30.0 K=11.20 30.3 61.7
101 30.0 K=11.20 30.2 61.5
102 30.0 K=11.20 30.2 61.5
103 30.0 K=11.20 22.6 53.3
104 30.0 K=11.20 22.0 52.6
105 30.0 K=11.20 21.7 52.2
106 30.0 K=11.20 21.7 52.1
107 30.0 K=11.20 21.7 52.1
108 30.0 K=11.20 21.7 52.2
109 30.0 K=11.20 21.9 52.4
110 30.0 K=11.20 22.4 53.0
111 30.0 K=11.20 21.8 52.3
112 30.0 K=11.20 21.5 52.0
113 30.0 K=11.20 21.4 51.8
114 30.0 K=11.20 21.4 51.8
115 30.0 K=11.20 21.5 51.9
116 30.0 K=11.20 21.7 52.1
117 30.0 K=11.20 22.0 52.6
118 30.0 K=11.20 21.4 51.8
119 30.0 K=11.20 21.1 51.4
120 30.0 K=11.20 21.0 51.3
121 30.0 K=11.20 21.0 51.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA UB!I)
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
122 30.0 K=11.20 21.0 51.3
123 30.0 K=11.20 21.2 51.6
85 10.3 K=10.00 22.5 47.4
86 10.3 K= 5.60 16.8 23.0
87 10.3 K= 5.60 15.8 22.3
88 10.3 K= 5.60 15.0 21.7
89 10.3 K= 5.60 14.5 21.3
90 10.3 K= 5.60 14.2 21.1
91 10.3 K= 5.60 14.1 21.0
92 10.3 K= 5.60 14.1 21.0
1 -3.0 SOURCE 79.4 1576.9
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "Ba)
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 1576.9 8.510 PL 15.00 PF 1.0
1 -3.0 SRCE 79.4 (N/A) 8.9 140 FTG TG PE 0.0
2 -3.0 0.0 78.4 0.0 0.012 TL 85.90 PV
Pipe: 2 1576.8 8.510 PL 5.00 PF 0.4
2 -3.0 0.0 78.4 0.0 8.9 140 FTG E PE -2.2
3 2.0 0.0 75.8 0.0 0.012 TL 37.72 PV
Pipe: 3 FIXED PRESSURE LOSS DEVICE
3 2.0 0.0 75.8 0.0 7.0 psi, 1576.8 gpm
4 2.0 0.0 68.8 0.0
Pipe: 4 1576.8 8.510 PL 5.00 PF 0.4
4 2.0 0.0 68.8 0.0 8.9 140 FTG E PE 2.2
5 -3.0 0.0 70.5 0.0 0.012 TL 37.72 PV
Pipe: 5 1576.8 7.981 PL 130.00 PF 2.5
5 -3.0 0.0 70.5 0.0 10.1 140 FTG E PE 0.0
5A -3.0 0.0 68.0 0.0 0.016 TL 153.94 PV
Pipe: 6 1576.8 7.980 PL 60.00 PF 1.2
5A -3.0 0.0 68.0 0.0 10.1 150 FTG S PE 0.0
6 -3.0 0.0 66.8 0.0 0.014 TL 87.00 PV
Pipe: 7 1576.8 8.510 PL 5.00 PF 0.4
6 -3.0 0.0 66.8 0.0 8.9 140 FTG E PE -2.2
7 2.0 0.0 64.2 0.0 0.012 TL 37.72 PV
Pipe: 8 1576.8 8.249 PL 2.50 PF 0.4
7 2.0 0.0 64.2 0.0 9.5 120 FTG E PE 0.0
8 2.0 0.0 63.7 0.0 0.018 TL 23.64 PV
Pipe: 9 1576.8 8.249 PL 1.50 PF 0.8
8 2.0 0.0 63.7 0.0 9.5 120 FTG T FE 0.0
9 2.0 H.S. 63.0 100.0 0.018 TL 42.61 PV
Pipe: 10 1476.8 8.249 PL 27.00 PF 1.5
.9 2.0 H.S. 63.0 100.0 8.9 120 FTG CB PE -11.3
10 28.0 0.0 50.2 0.0 0.016 TL 93.95 PV
Pipe: 11 1476.8 6.357 PL 14.70 PF 2.9
10 28.0 0.0 50.2 0.0 14.9 120 FTG 2E PS 0.0
11 28.0 0.0 47.3 0.0 0.058 TL 49.91 PV
Pipe: 12 1476.8 6.357 FL 23.00 PF 2.3
11 28.0 0.0 47.3 0.0 14.9 120 FTG E PS 0.0
12 28.0 0.0 45.0 0.0 0.058 TL 40.60 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 10/10/2017 C:\HDATA\1780402.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "B")
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 13 1388.7 6.357 PL 10.00 PF 0.5
12 28.0 0.0 45.0 0.0 14.0 120 FTG ---- PE 0.0
13 28.0 0.0 44.5 0.0 0.051 TL 10.00 PV
Pipe: 14 1313.9 6.357 PL 50.00 PF 3.9
13 28.0 0.0 44.5 0.0 13.3 120 FTG 2E PE 0.0
14 28.0 0.0 40.5 0.0 0.046 TL 85.21 PV
Pipe: 15 1246.2 6.357 PL 10.00 PF 0.4
14 28.0 0.0 40.5 0.0 12.6 120 FTG ---- FE 0.0
15 28.0 0.0 40.1 0.0 0.042 TL 10.00 PV
Pipe: 16 1173.0 6.357 PL 10.00 PF 0.4
15 28.0 0.0 40.1 0.0 11.9 120 FTG ---- PE 0.0
16 28.0 0.0 39.7 0.0 0.038 TL 10.00 PV
Pipe: 17 1044.9 6.357 FL 10.00 PF 0.3
16 28.0 0.0 39.7 0.0 10.6 120 FTG PE 0.0
17 28.0 0.0 39.4 0.0 0.030 TL 10.00 FV
Pipe: 18 907.7 6.357 FL 10.00 PF 0.2
17 28.0 0.0 39.4 0.0 9.2 120 FTG ---- PE 0.0
18 28.0 0.0 39.2 0.0 0.023 TL 10.00 PV
Pipe: 19 688.3 6.357 PL 10.00 PF 0.1
18 28.0 0.0 39.2 0.0 7.0 120 FTG ---- PE 0.0
19 28.0 0.0 39.0 0.0 0.014 TL 10.00 PV
Pipe: 20 468.4 6.357 PL 10.00 PF 0.1
19 28.0 0.0 39.0 0.0 4.7 120 FTG ---- FE 0.0
20 28.0 0.0 39.0 0.0 0.007 TL 10.00 PV
Pipe: 21 246.0 6.357 PL 35.10 PF 0.1
20 28.0 0.0 39.0 0.0 2.5 120 FTG 2E FE 0.0
21 28.0 0.0 38.8 0.0 0.002 TL 70.31 PV
Pipe: 22 140.6 6.357 FL 11.30 PF 0.0
21 28.0 0.0 38.8 0.0 1.4 120 FTG ---- PE 0.0
22 28.0 0.0 38.8 0.0 0.001 TL 11.30 PV
Pipe: 23 88.2 3.260 PL 10.00 PF 0.1
25 28.0 0.0 37.0 0.0 3.4 120 FTG ---- FE 0.0
26 28.0 0.0 36.9 0.0 0.008 TL 10.00 PV
Pipe: 24 291.1 3.260 FL 10.00 PF 0.7
26 28.0 0.0 36.9 0.0 11.2 120 FTG ---- FE 0.0
27 28.0 0.0 36.2 0.0 0.074 TL 10.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOE TITLE: PRANA EXISTING ROOF SYSTEM (AREA U511)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 25 358.8 3.260 PL 10.00 PF 1.1
27 28.0 0.0 36.2 0.0 13.8 120 FTG ---- FE 0.0
28 28.0 0.0 35.1 0.0 0.109 TL 10.00 PV
Pipe: 26 431.9 3.260 PL 10.00 PF 1.5
28 28.0 0.0 35.1 0.0 16.6 120 FTG ---- PE 0.0
29 28.0 0.0 33.5 0.0 0.153 TL 10.00 PV
Pipe: 27 431.9 3.260 PL 10.00 PF 1.5
29 28.0 0.0 33.5 0.0 16.6 120 FTG ---- PE 0.0
30 28.0 0.0 32.0 0.0 0.153 TL 10.00 PV
Pipe: 28 384.4 3.260 PL 10.00 PF 1.2
30 28.0 0.0 32.0 0.0 14.8 120 FTG ---- PE 0.0
31 28.0 0.0 30.8 0.0 0.123 TL 10.00 PV
Pipe: 29 236.9 3.260 PL 10.00 PF 0.5
31 28.0 0.0 30.8 0.0 9.1 120 FTG ---- PE 0.0
32 28.0 0.0 30.3 0.0 0.050 TL 10.00 PV
Pipe: 30 91.9 3.260 PL 9.00 PF 0.1
32 28.0 0.0 30.3 0.0 3.5 120 FTG ---- PE 0.0
33 28.0 0.0 30.2 0.0 0.009 TL 9.00 PV
Pipe: 31 -47.1 3.260 PL 9.00 PF 0.0
33 28.0 0.0 30.2 0.0 1.8 120 FTG ---- FE 0.0
34 28.0 0.0 30.2 0.0 0.003 TL 9.00 PV
Pipe: 32 -47.1 3.260 PL 64.00 PF 0.2
34 28.0 0.0 30.2 0.0 1.8 120 FTG T PE 0.0
35 28.0 0.0 30.4 0.0 0.003 TL 84.16 PV
Pipe: 33 -246.0 3.260 PL 4.30 PF 1.3
35 28.0 0.0 30.4 0.0 9.5 120 FTG T FE 0.0
36 28.0 0.0 31.8 0.0 0.054 TL 24.46 PV
Pipe: 34 -140.6 3.260 PL 11.30 PF 0.2
36 28.0 0.0 31.8 0.0 5.4 120 FTG ---- PE 0.0
37 28.0 0.0 32.0 0.0 0.019 TL 11.30 PV
Pipe: 34A 198.9 3.334 PL 12.50 PF 1.1
35 28.0 0.0 30.4 0.0 7.3 120 FTG 2E PE 0.0
38 28.0 0.0 29.3 0.0 0.033 TL 33.49 PV
Pipe: 34B 198.9 3.334 FL 21.00 PF 0.7
38 28.0 0.0 29.3 0.0 7.3 120 FTG ---- FE 0.0
39 28.0 0.0 28.7 0.0 0.033 TL 21.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "B")
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 35 88.2 2.635 PL 2.00 PF 0.4
12 28.0 0.0 45.0 0.0 5.2 120 FTG T PE -0.9
12A 30.0 0.0 43.7 0.0 0.023 TL 18.47 PV
Pipe: 36 74.8 2.635 PL 2.00 PF 0.3
13 28.0 0.0 44.5 0.0 4.4 120 FTG T PE -0.9
13A 30.0 0.0 43.3 0.0 0.017 TL 18.47 PV
Pipe: 37 67.7 2.635 PL 2.00 PF 0.3
14 28.0 0.0 40.5 0.0 4.0 120 FTG T PE -0.9
14A 30.0 0.0 39.4 0.0 0.014 TL 18.47 PV
Pipe: 38 73.1 2.635 PL 2.00 PF 0.3
15 28.0 0.0 40.1 0.0 4.3 120 FTG T PE -0.9
15A 30.0 0.0 38.9 0.0 0.016 TL 18.47 PV
Pipe: 39 128.1 2.635 PL 2.00 PF 0.8
16 28.0 0.0 39.7 0.0 7.5 120 FTG T 95 -0.9
26A 30.0 0.0 38.0 0.0 0.046 TL 18.47 PV
Pipe: 40 137.2 2.635 PL 2.00 PF 1.0
17 28.0 0.0 39.4 0.0 8.1 120 FTG T PE -0.9
17A 30.0 0.0 37.6 0.0 0.052 TL 18.47 PV
Pipe: 41 219.4 2.635 PL 2.00 PF 2.3
18 28.0 0.0 39.2 0.0 12.9 120 FTG T PS -0.9
18A 30.0 0.0 36.0 0.0 0.123 TL 18.47 PV
Pipe: 42 220.0 2.635 PL 2.00 PF 2.3
19 28.0 0.0 39.0 0.0 12.9 120 FTG T PE -0.9
19A 30.0 0.0 35.9 0.0 0.124 TL 18.47 PV
Pipe: 43 222.4 2.635 PL 2.00 PF 2.3
20 28.0 0.0 39.0 0.0 13.1 120 FTG T PE -0.9
20A 30.0 0.0 35.8 0.0 0.126 TL 18.47 PV
Pipe: 44 105.4 2.635 PL 2.00 PF 0.6
21 28.0 0.0 38.8 0.0 6.2 120 FTG T PE -0.9
21A 30.0 0.0 37.4 0.0 0.032 TL 18.47 PV
Pipe: 45 140.6 2.635 PL 2.00 PF 1.0
22 28.0 0.0 38.8 0.0 8.3 120 FTG T PE -0.9
22A 30.0 0.0 36.9 0.0 0.054 TL 18.47 PV
Pipe: 46 -88.2 2.635 PL 2.00 PF 0.4
25 28.0 0.0 37.0 0.0 5.2 120 FTG T PE -0.9
25A 30.0 0.0 36.5 0.0 0.023 TL 18.47 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "B")
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 47 -202.9 2.635 PL 2.00 PF 2.0
26 28.0 0.0 36.9 0.0 11.9 120 FTG T PE -0.9
26A 30.0 0.0 38.0 0.0 0.107 TL 18.47 PV
Pipe: 48 -67.7 2.635 PL 2.00 PF 0.3
27 28.0 0.0 36.2 0.0 4.0 120 FTG T PE -0.9
27A 30.0 0.0 35.6 0.0 0.014 TL 18.47 PV
Pipe: 49 -73.1 2.635 PL 2.00 PF 0.3
28 28.0 0.0 35.1 0.0 4.3 120 FTG T PE -0.9
28A 30.0 0.0 34.5 0.0 0.016 TL 18.47 PV
Pipe: 50 0.0 2.635 PL 2.00 PF 0.0
29 28.0 0.0 33.5 0.0 0.0 120 FTG T PE -0.9
29A 30.0 0.0 32.7 0.0 0.000 TL 18.47 PV
Pipe: 51 47.5 2.635 PL 2.00 PF 0.1
30 28.0 0.0 32.0 0.0 2.8 120 FTG T PE -0.9
30A 30.0 0.0 31.0 0.0 0.007 TL 18.47 PV
Pipe: 52 147.6 2.635 PL 2.00 PF 1.1
31 28.0 0.0 30.8 0.0 8.7 120 FTG T PE -0.9
31A 30.0 0.0 28.8 0.0 0.059 TL 18.47 PV
Pipe: 53 145.0 2.635 PL 2.00 PF 1.1
32 28.0 0.0 30.3 0.0 8.5 120 FTG T PE -0.9
32A 30.0 0.0 28.4 0.0 0.057 TL 18.47 PV
Pipe: 55 139.0 2.635 PL 2.00 PF 1.0
33 28.0 0.0 30.2 0.0 8.2 120 FTG T FE -0.9
33A 30.0 0.0 28.4 0.0 0.053 TL 18.47 PV
Pipe: 56 -105.4 2.635 PL 2.00 PF 0.6
36 28.0 0.0 31.8 0.0 6.2 120 FTG T FE -0.9
36A 30.0 0.0 31.5 0.0 0.032 TL 18.47 PV
Pipe: 57 -140.6 2.635 PL 2.00 PF 1.0
37 28.0 0.0 32.0 0.0 8.3 120 FTG T PE -0.9
37A 30.0 0.0 32.1 0.0 0.054 TL 18.47 PV
Pipe: 58 88.2 2.635 PL 280.50 PF 7.1
12A 30.0 0.0 43.7 0.0 5.2 120 FTG 2T PE 0.0
25A 30.0 0.0 36.5 0.0 0.023 TL 313.45 PV
Pipe: 59 74.8 2.635 FL 280.50 PF 5.3
13A 30.0 0.0 43.3 0.0 4.4 120 FTG 2T PE 0.0
26A 30.0 0.0 38.0 0.0 0.017 TL 313.45 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10
DATE: 10/10/2017 C:\HDATA\17804-02 .SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "BT1 )
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 60 67.7 2.635 PL 240.50 PF 3.8
14A 30.0 0.0 39.4 0.0 4.0 120 FTG 2T PE 0.0
27A 30.0 0.0 35.6 0.0 0.014 TL 273.45 PV
Pipe: 61 73.1 2.635 PL 240.50 PF 4.4
15A 30.0 0.0 38.9 0.0 4.3 120 FTG 2T FE 0.0
28A 30.0 0.0 34.5 0.0 0.016 TL 273.45 PV
Pipe: 62 0.0 2.635 PL 240.50 PF 0.0
16A 30.0 0.0 32.7 0.0 0.0 120 FTG 2T FE 0.0
29A 30.0 0.0 32.7 0.0 0.000 TL 273.45 PV
Pipe: 63 137.2 2.635 PL 124.30 PF 7.3
17A 30.0 0.0 37.6 0.0 8.1 120 FTG T PE 0.0
100 30.0 11.2 30.3 61.7 0.052 TL 140.77 PV
Pipe: 64 75.5 2.635 PL 8.00 PF 0.1
100 30.0 11.2 30.3 61.7 4.4 120 FTG ---- FE 0.0
101 30.0 11.2 30.2 61.5 0.017 TL 8.00 PV
Pipe: 65 14.0 2.635 PL 8.00 PF 0.0
101 30.0 11.2 30.2 61.5 0.8 120 FTG ---- PE 0.0
102 30.0 11.2 30.2 61.5 0.001 TL 8.00 PV
Pipe: 66 -47.5 2.635 PL 100.30 PF 0.8
102 30.0 11.2 30.2 61.5 2.8 120 FTG T FE 0.0
30A 30.0 0.0 31.0 0.0 0.007 TL 116.77 PV
Pipe: 68 219.4 2.635 FL 92.30 PF 13.4
18A 30.0 0.0 36.0 0.0 12.9 120 FTG T PE 0.0
103 30.0 11.2 22.6 53.3 0.123 TL 108.77 PV
Pipe: 69 166.1 2.635 PL 8.00 PF 0.6
103 30.0 11.2 22.6 53.3 9.8 120 FTG ---- PE 0.0
104 30.0 11.2 22.0 52.6 0.074 TL 8.00 PV
Pipe: 70 113.5 2.635 PL 8.00 PF 0.3
104 30.0 11.2 22.0 52.6 6.7 120 FTG ---- PE 0.0
105 30.0 11.2 21.7 52.2 0.036 TL 8.00 PV
Pipe: 71 61.3 2.635 FL 8.00 PF 0.1
105 30.0 11.2 21.7 52.2 3.6 120 FTG ---- PE 0.0
106 30.0 11.2 21.7 52.1 0.012 TL 8.00 PV
Pipe: 72 9.2 2.635 FL 8.00 PF 0.0
106 30.0 11.2 21.7 52.1 0.5 120 FTG ---- FE 0.0
107 30.0 11.2 21.7 52.1 0.000 TL 8.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "3")
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 73 -43.0 2.635 PL 8.00 PF 0.0
107 30.0 11.2 21.7 52.1 2.5 120 FTG ---- PE 0.0
108 30.0 11.2 21.7 52.2 0.006 TL 8.00 PV
Pipe: 74 -95.1 2.635 PL 8.00 PF 0.2
108 30.0 11.2 21.7 52.2 5.6 120 FTG ---- PE 0.0
109 30.0 11.2 21.9 52.4 0.026 TL 8.00 PV
Pipe: 75 -147.6 2.635 FL 100.30 PF 6.9
109 30.0 11.2 21.9 52.4 8.7 120 FTG T FE 0.0
31A 30.0 0.0 28.8 0.0 0.059 TL 116.77 PV
Pipe: 76 220.0 2.635 PL 92.30 PF 13.5
19A 30.0 0.0 35.9 0.0 12.9 120 FTG T PE 0.0
110 30.0 11.2 22.4 53.0 0.124 TL 108.77 PV
Pipe: 77 166.9 2.635 PL 8.00 PF 0.6
110 30.0 11.2 22.4 53.0 9.8 120 FTG ---- PE 0.0
111 30.0 11.2 21.8 52.3 0.074 TL 8.00 PV
Pipe: 78 114.6 2.635 FL 8.00 PF 0.3
111 30.0 11.2 21.8 52.3 6.7 120 FTG ---- FE 0.0
112 30.0 11.2 21.5 52.0 0.037 TL 8.00 PV
Pipe: 79 62.7 2.635 FL 8.00 PF 0.1
112 30.0 11.2 21.5 52.0 3.7 120 FTG ---- PE 0.0
113 30.0 11.2 21.4 51.8 0.012 TL 8.00 PV
Pipe: 80 10.8 2.635 PL 8.00 PF 0.0
113 30.0 11.2 21.4 51.8 0.6 120 FTG ---- PE 0.0
114 30.0 11.2 21.4 51.8 0.000 TL 8.00 PV
Pipe: 81 -41.0 2.635 PL 8.00 PF 0.0
114 30.0 11.2 21.4 51.8 2.4 120 FTG ---- FE 0.0
115 30.0 11.2 21.5 51.9 0.006 TL 8.00 PV
Pipe: 82 -92.9 2.635 PL 8.00 PF 0.2
115 30.0 11.2 21.5 51.9 5.5 120 FTG ---- PE 0.0
116 30.0 11.2 21.7 52.1 0.025 TL 8.00 PV
Pipe: 83 -145.0 2.635 PL 100.30 PF 6.7
116 30.0 11.2 21.7 52.1 8.5 120 FTG T FE 0.0
32A 30.0 0.0 28.4 0.0 0.057 TL 116.77 PV
Pipe: 84 222.4 2.635 PL 92.30 PF 13.7
20A 30.0 0.0 35.8 0.0 13.1 120 FTG T PE 0.0
117 30.0 11.2 22.0 52.6 0.126 TL 108.77 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "Be)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 85 169.8 2.635 PL 8.00 PP 0.6
117 30.0 11.2 22.0 52.6 10.0 120 FTG ---- PE 0.0
118 30.0 11.2 21.4 51.8 0.077 TL 8.00 PV
Pipe: 86 118.0 2.635 PL 8.00 PF 0.3
118 30.0 11.2 21.4 51.8 6.9 120 FTG ---- PE 0.0
119 30.0 11.2 21.1 51.4 0.039 TL 8.00 PV
Pipe: 87 66.6 2.635 PL 8.00 PF 0.1
119 30.0 11.2 21.1 51.4 3.9 120 FTG ---- PE 0.0
120 30.0 11.2 21.0 51.3 0.014 TL 8.00 PV
Pipe: 88 15.2 2.635 PL 8.00 PF 0.0
120 30.0 11.2 21.0 51.3 0.9 120 FTG ---- PE 0.0
121 30.0 11.2 21.0 51.3 0.001 TL 8.00 PV
Pipe: 89 -36.1 2.635 PL 8.00 PP 0.0
121 30.0 11.2 21.0 51.3 2.1 120 FTG ---- PE 0.0
122 30.0 11.2 21.0 51.3 0.004 TL 8.00 PV
Pipe: 90 -87.4 2.635 PL 8.00 PP 0.2
122 30.0 11.2 21.0 51.3 5.1 120 FTG ---- PE 0.0
123 30.0 11.2 21.2 51.6 0.022 TL 8.00 PV
Pipe: 91 -139.0 2.635 PL 102.30 PP 7.2
123 30.0 11.2 21.2 51.6 8.2 120 FTG 2ET PE 0.0
33A 30.0 0.0 28.4 0.0 0.053 TL 135.25 PV
Pipe: 92 105.4 2.635 PL 152.50 PP 5.9
21A 30.0 0.0 37.4 0.0 6.2 120 FTG 2T PE 0.0
36A 30.0 0.0 31.5 0.0 0.032 TL 185.45 PV
Pipe: 93 140.6 2.635 PL 56.50 PP 4.8
22A 30.0 0.0 36.9 0.0 8.3 120 FTG 2T PE 0.0
37A 30.0 0.0 32.1 0.0 0.054 TL 89.45 PV
Pipe: 94 198.9 2.203 PL 18.00 PF 7.8
39 28.0 0.0 28.7 0.0 16.7 120 FTG T PE 0.0
40 28.0 0.0 20.9 0.0 0.246 TL 31.64 PV
Pipe: 95 198.9 2.203 PL 17.80 PF 6.1
40 28.0 0.0 20.9 0.0 16.7 120 FTG E PE 7.7
85 10.3 10.0 22.5 47.4 0.246 TL 24.62 PV
Pipe: 96 151.5 2.203 PL 31.40 PP 5.7
85 10.3 10.0 22.5 47.4 12.8 120 FTG E PE 0.0
86 10.3 5.6 16.8 23.0 0.149 TL 38.22 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "B")
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 97 128.5 2.203 PL 8.90 PF 1.0
86 10.3 5.6 16.8 23.0 10.8 120 FTG ---- PE 0.0
87 10.3 5.6 15.8 22.3 0.110 TL 8.90 PV
Pipe: 98 106.2 2.203 PL 10.50 PF 0.8
87 10.3 5.6 15.8 22.3 8.9 120 FTG ---- PE 0.0
88 10.3 5.6 15.0 21.7 0.077 TL 10.50 PV
Pipe: 99 84.5 2.203 PL 10.50 PF 0.5
88 10.3 5.6 15.0 21.7 7.1 120 FTG ---- PE 0.0
89 10.3 5.6 14.5 21.3 0.050 TL 10.50 PV
Pipe: 100 63.2 2.203 PL 8.80 PF 0.3
89 10.3 5.6 14.5 21.3 5.3 120 FTG ---- PE 0.0
90 10.3 5.6 14.2 21.1 0.029 TL 8.80 PV
Pipe: 101 42.1 2.203 PL 8.80 PF 0.1
90 10.3 5.6 14.2 21.1 3.5 120 FTG ---- PE 0.0
91 10.3 5.6 14.1 21.0 0.014 TL 8.80 PV
Pipe: 102 21.0 2.203 PL 8.80 PF 0.0
91 10.3 5.6 14.1 21.0 1.8 120 FTG ---- PE 0.0
92 10.3 5.6 14.1 21.0 0.004 TL 8.80 PV
NOTES (HASS)
Calculations were performed by the HASS 8.7 computer program
in accordance with NFPA13 (2017)
under license no. 3801160310 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
The system has been calculated to provide an average
imbalance at each node of 0.002 gpm and a maximum
imbalance at any node of 0.149 gpm.
Total pressure at each node is used in balancing the system.
Maximum water velocity is 16.7 ft/sec at pipe 94.
Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
Available pressure at source node 1 under full fl-ow condi-ti-ons i-s
85.24 psi with a flow of 2052.27 gpm.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "B")
(6) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Eli Tee LngEil ChkViv BfyVlv GatViv AlmChk DPViv NPTee
2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64
2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 16.47
3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16
3.334 10.49 22.49 7.50 23.99 14.99 1.50 19.49 19.49 22.49
6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72
8.249 21.14 41.11 15.27 52.85 14.09 4.70 36.41 36.41 41.11
8.510 24.60 47.84 17.77 61.51 16.40 5.47 42.37 42.37 47.84
PAGE: A MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Eli Tee LngE11 ChkViv BfyVlv GatVlv AlmChk DPVlv NPTee
7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00
PAGE: E MATERIAL: PVC150 HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
Eli Tee LngEll ChkVlv BfyVlv GatViv NPTee
7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00
100.0
C
:IIWI]
G
A
U 60.0
G
E
40.0
F
R
B
20.0
S
S
Lei
0.0 R
E
-14.7
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "B")
WATER SUPPLY 7\NATYSTS
Static: 90.90 psi Resid: 80.10 psi Flow: 2910.0 gpm
LEGEND
Available pressure
85.62 psi @ 1976.9 gpm
Required pressure
79.40 psi @ 1976.9 gpm
Avail. OnSite Demand PresE
85.62 psi @ 1576.9 gpm
Req. OnSite Demand Press.
79.40 psi @ 1576.9 gpm
Source Supply Curve
System Demand Curve
Available at Source
60C9001200 1500 1800 2100 2400 2700 3000
FLOW (GPM)
p
Note: (1) Dashed Lines indicate extrapolated values from Test Results
5
1(2) On Site pressures are based on hose stream deduction at the source
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16
DATE: 10/10/2017 C:\HDATA\17804-02.SDF
JOB TITLE: PRANA EXISTING ROOF SYSTEM (AREA "B")
WATER SUPPLY CURVE
96+
*\\\\\\\
88+ \\\\\\\
I \\\0\\\
I \\\\\\\
\\\\\\\
80+ X * <-80.1 psi 8 2910 gpm
I Flow Test Point
72+
P 64+
R I
E I
S I
S 56+
U I
R I
E
48+
( I
S
I 40+
32+
24+
16+ LEGEND
I U
I X = Required Water Supply
I 79.40 psi @ 1976.9 gpm
8+
0 = Available Water Supply
85.62 psi 8 1976.9 gpm
0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+
8001200 1600 2000 2400 2800 3200 3600 4000
FLOW (GPM)