Greg,

So the garage is classified as a separate building and the two systems are 
independent ?  Two (2) Hour Rated Wall needs clarification, if it’s a fire wall 
or PARTY WALL (See 706.1.1 below) then two separate buildings. Ask the 
architect. That’s the key.  

706.1 General. Each portion of a building separated by one
or more fire walls that comply with the provisions of this section
shall be considered a separate building. The extent and
location of such fire walls shall provide a complete separation
separation. Where a fire wall also separates occupancies that are
required to be separated by a fire barrier wall, the most
restrictive requirements of each separation shall apply.

706.1.1 Party walls. Any wall located on a lot line
between adjacent buildings, which is used or adapted for
joint service between the two buildings, shall be constructed
as a fire wall in accordance with Section 706.
Party walls shall be constructed without openings and
shall create separate buildings.


Here's the IBC/IFC Code Sections;

[F] 905.2 Installation standard. Standpipe systems shall be
installed in accordance with this section and NFPA 14.

905.3.1 Height. Class III standpipe systems shall be
installed throughout buildings where the floor level of the
highest story is located more than 30 feet (9144 mm)
above the lowest level of the fire department vehicle
access, or where the floor level of the lowest story is
located more than 30 feet (9144 mm) below the highest
level of fire department vehicle access.
Exceptions:
1. Class I standpipes are allowed in buildings
equipped throughout with an automatic sprinkler
system in accordance with Section 903.3.1.1 or
903.3.1.2.
2. Class I manual standpipes are allowed in open
parking garages where the highest floor is located
not more than 150 feet (45 720 mm) above the
lowest level of fire department vehicle access.
3. Class I manual dry standpipes are allowed in
open parking garages that are subject to freezing
temperatures, provided that the hose connections
are located as required for Class II standpipes in
accordance with Section 905.5.
4. Class I standpipes are allowed in basements
equipped throughout with an automatic sprinkler
system.
5. In determining the lowest level of fire department
vehicle access, it shall not be required to consider:
5.1. Recessed loading docks for four vehicles
or less, and
5.2. Conditions where topography makes
access from the fire department vehicle to
the building impractical or impossible.

[F] 905.4.2 Interconnection. In buildings where more
than one standpipe is provided, the standpipes shall be
interconnected in accordance with NFPA 14.

2014 NFPA-14

7.10 Flow Rates.

7.10.1 Class I and Class III Systems.

7.10.1.1* Flow Rate.

7.10.1.1.1 For Class I and Class III systems, the minimum flow
rate for the hydraulically most remote standpipe shall be
500 gpm (1893 L/min), through the two most remote 21⁄2 in.
(65 mm) outlets, and the calculation procedure shall be in
accordance with 7.10.1.2.

7.10.1.1.2 Where a horizontal standpipe on a Class I or
Class III system supplies three or more hose connections on
any floor, the minimum flow rate for the hydraulically
most demanding horizontal standpipe shall be 750 gpm
(2840 L/min), and the calculation procedure shall be in
accordance with 7.10.1.2.2.

7.10.1.1.3 The minimum flow rate for additional standpipes
shall be 250 gpm (946 L/min) per standpipe for buildings
with floor areas that do not exceed 80,000 ft2 (7432 m2) per
floor. For buildings that exceed 80,000 ft2 (7432m2) per floor,
the minimum flow rate for the additional standpipes shall be
500 gpm (1893 L/min) for the second standpipe and 250 gpm
(946 L/min) for the third standpipe if the additional flow is
required for an unsprinklered building.

7.10.1.1.5 The maximum flow rate shall be 1000 gpm
(3785 L/min) for buildings that are sprinklered throughout,
in accordance with NFPA 13, Standard for the Installation of
Sprinkler Systems, and 1250 gpm (4731 L/min) for buildings
that are not sprinklered throughout, in accordance with
NFPA 13.

Hope that helps,


John Drucker, CET
Assistant Construction Official
Fire Protection Subcode Official
Building/Fire/Electrical Inspector
Borough of Red Bank
Red Bank, New Jersey
Email: [email protected]
Cell/Text: 732-904-6823


-----Original Message-----
From: Sprinklerforum [mailto:[email protected]] On 
Behalf Of Travis Mack
Sent: Friday, June 26, 2015 11:14 PM
To: [email protected]
Subject: Re: standpipes in fire separated building

Look in the IBC and see if that 2 hour wall meets the separation requirements 
for a fire separation. 

If so, I think you should be able to treat as separate buildings for the 
standpipe system. 

Travis Mack, SET
MFP Design, LLC
"Follow" us on Facebook: 
https://www.facebook.com/pages/MFP-Design-LLC/92218417692
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Sent from my iPhone

> On Jun 26, 2015, at 7:15 PM, Greg McGahan <[email protected]> wrote:
> 
> I am looking a t a high rise building with 2 stair wells attached to a 
> 7 story parking garage that is not protected. the Parking garage will 
> have two stairwells and be served by automatic dry standpipes. The 
> Parking Garage and the High Rise are separated by a 2 hour rated wall.
> 
> Question: Do I have to calculate all 4 standpipes simultaneously or 
> can I calc each set separately due to the fire separation between the two 
> areas?
> 
> Thank You,
> 
> 
> Greg McGahan
> Living Water Fire Protection, LLC <http://www.livingwaterfp.com>
> 1160 McKenzie Road
> Cantonment, FL 32533
> 850-937-1850
> fax 850-937-1852
> _______________________________________________
> Sprinklerforum mailing list
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