Item 06 Suspension of Competitive Bidding, Contract Supplements and Budgetary Adjustments for the Martin Luther King Jr. (MLK) Library Renovation Project: (C15000840) (Two-Thirds Vote Required) [Published for 10-Day Review 1/23/2025] PART 3 — Sacramento City Council, February 4, 2025 (part 8 of 9)

July 23, 2024
Our Project No.: L000669
Project # S2833-05-01
Project Name: MLK Library Evaluation

Geocon Consultants, Inc.
3160 Gold Valley Dr., Suite 800
Rancho Cordova, CA 95742

Attention: James Sweeney

SUBJECT:

Four rebar samples taken from an existing building that was built in 1970s were submitted for tensile testing. The samples were identified as:

Sample Date 7/8/24:
1 - #4, South Stem Wall, Foundation Location 1
2 - #4, South Stem Wall, Foundation Location 2

Sample Date 7/15/24:
3 - #4, West Wall, First Floor Location 7
4 - #4, East Wall, First Floor Location 11

A.2.19
Acuren Laboratory Certificate L000669 L000669
Geocon Consultants, Inc.

Page 2 of 3 ends

TENSILE TEST
(ASTM A370 - 24)

Specimen ID
1 - #4,
South Stem
Wall,
Foundation
Location 1
2 - #4,
South Stem
Wall,
Foundation
Location 2
3 - #4,
West Wall,
First Floor
Location 7
4 - #4, East
Wall, First
Floor
Location
11 Requirements,
ASTM A615 -
22, Grade 40 -
#3, #4, #5
Diameter of
Specimen (in.) 0.500 0.500 0.500 0.500
Area (in2) 0.20 0.20 0.20 0.20
Tensile Load (lbf) 14537 15181 15961 15697
Tensile Strength
(psi) 72700 75900 79800 78500 60000 min.

Yield Load (lbf)* 9328 9993 10363 10301
Yield Strength
(psi)* 46600 50000 51800 51500 40000 min.

Elongation in 8.0"
Gage (%)
Elongation in 8" gage could not be measured because
the rebar samples were shorter than the minimum
length required.
12 min.
*Upper Yield Strength (formerly Y.P.)

The testing was completed on July 23, 2024 and performed in accordance with the customer’s authorization. This testing was performed on the submitted samples as received and processed. The test results for yield strength and tensile strength meet the listed requirements for ASTM A615 - 22, Grade 40 rebars. The client is responsible for specifying acceptance criteria, standards, codes, and procedures required for the submitted testing, if any. When a statement of conformity to a specification or standard is provided in an Acuren report, measurement uncertainty is not taken into account unless otherwise requested in writing by the client.

We trust you will find this information satisfactory, and we appreciate the opportunity to be of service to Geocon Consultants, Inc. At Acuren, we remain committed to providing you with world- class integrity management solutions.

A.2.20
Acuren Laboratory Certificate L000669 L000669
Geocon Consultants, Inc.

Page 3 of 3 ends

Should you require any additional information, please do not hesitate to contact the undersigned at 510-861-2477 or by e-mail at [email protected].

Prepared By,

______________________
M. Dilip Bhandarkar, D.Eng., P.E.

Senior Materials Engineer and Testing Manager
Please note that unless we are notified in writing, samples from this investigation will be disposed of after 30 days.

Client acknowledges receipt and accepts custody of the report, work or other deliverable (the “Deliverable”). Client agrees that it is responsible for assuring that any standards or criteria identified in the Deliverable and Statement of Work (“SOW”) are c lear and understood.

Client acknowledges that Acuren is providing the Deliverable according to the SOW and not other standards. Client acknowledges that it is responsible for the failure of any items inspected to meet standards, and for remediation. Client has 15 business days following the date Acuren provides the Deliverable to inspect, identify deficiencies in writing, and provide written rejection, or else the Deliverable is deemed accepted. The Deliverable and services are governed by the Master Services Agreement (“MSA”) and SOW (including Job Sheet). If the parties have not entered into an MSA, then the Deliverable and services are governed by the Statement of Work and the “Acuren Standard Service Terms” (www.acuren.com/serviceterms) in effect when the services were ordered.

The Client Representative who receives this report is responsible for verifying that any acceptance standards listed in the report are correct, and promptly notifying Acuren of any issues with this report and/or the work summarized herein. The owner is responsible for notifying Acuren in writing if they would like their samples returned or placed into storage (at their cost) otherwise, all samples/specimens associated with this report will be disposed of 30 days after the report date.

A.2.21
CL
IENTBYSHEET NO.

DATE

PROJECT
PROJECT NO.

03.3.7 MLK LIBRARY REMODEL
2020-0387
10/17/24
GROUP4
ALB

RISA ANALYSIS

REACTIONS
D+L
= 15.9 KIP
4'-0"x3'-0" FTG OK
D+L
= 4.3+3.7 + 3.9+3.4
= 15.3K
4'-0"x3'-0" FTG OK

ALLOWABLE CAPACITY IN
FOOTING = 18.0 KIP PER
CALC PAGE 07.2.1
CLI
ENTBYSHEET NO.

DATE

PROJECT
PROJECT NO.

05.3.3 GRIDLINE 3 COLLECTOR CONTINUITY

MLK LIBRARY REPAIR
2023-0387
10-17-24
G4
AB
A35, TYP 4x6 FLAT ACROSS
DOOR OPNG w/
(2) SDS25600 TO

EA JOIST
MST60 FROM (N) 4x6

TO (E) DBL TO PLATES
(E) 2x10 JOISTS,
TYP
(E) 6x BM
DETAIL
S5.24
1" = 1'-0"3
COLLECTOR GRID LINE 3
WAA-10
TO
WALL ANCHORS @ 8'-0"CC TO
B
S3.04
(E) 2x10 @ 24"CC
(E) (2) 2x10
(E) 5 1/4 x 21" GLB
2 5.24
4x6 FLAT
3 S5.24
S2.04, GRIDLINE 3

STRAPS ADDED ACROSS

HEADER-WALL BOUNDARY

FOR ADDITIONAL

CONTINUITY
CLI
ENTBYSHEET NO.

DATE

PROJECT
PROJECT NO.

05.3.4 GRIDLINE 3 COLLECTOR CONTINUITY

MLK LIBRARY REPAIR
2023-0387
10-17-24
G4
AB
COLLECTOR FORCE F:

F = 6.34 KIP (PER SHEAR WALL DESIGN)
PER SIMPSON CATALOG, CMST12 CAPACITY:

FA = 9.22 KIP
DCR = F / FA = 0.69 --> OK
Coiled Straps (cont.)
Many of these products are approved for installation
with Strong-Drive® SD Connector screws.

See pp. 348–352 for more information.

These products are available with additional corrosion
protection. For more information, see p. 14.

For stainless-steel
fasteners, see p. 21.

Model
No. Total L Ga.

DF/SP SPF/HF Allowable
Tension Loads
(160)
Code
Ref.Fasteners
(in.)
End Length
(in.)
Fasteners
(in.)
End Length
(in.)
CMST12 40' 12
(74) 0.162 x 2 1/2 33 (84) 0.162 x 2 1/2 38 9,215
(86) 0.148 x 2 1/2 39 (98) 0.148 x 2 1/2 44 9,215
CMST14 52 ' 14
(56) 0.162 x 2 1/2 26 (66) 0.162 x 2 1/2 30 6,475

SIMPSON WOOD CONNECTOR
CATALOG PG 273
CLI
ENTBYSHEET NO.

DATE

PROJECT
PROJECT NO.

05.3.5 GRIDLINE 3 COLLECTOR CONTINUITY

MLK LIBRARY REPAIR
2023-0387
10-17-24
G4
AB
PAGE NOT REQUIRED.

CLI
ENTBYSHEET NO.

DATE

PROJECT
PROJECT NO.

06.2.2 MLK LIBRARY REMODEL
2023-0387
10/17/2024
G4
ALB

OUT-OF-PLANE SUPPORT

FOR WALLS AT NARROW DIAPHRAGMS
OOP CAPACITY:

CHECK 1: SHEAR FROM STRONGBACK TO (E) FRAMING:
12 SCREWS: CAPACITY = 1.6 * 12 * 350# = 6,720#
DEMAND = 1,170# --> DCR <0.20 --> OK
CHECK 2: BOLT SHEAR ACROSS 3/8 PLATE/STRONGBACK INTERFACE 4 BOLTS: CAPACITY = 4 * 446# = 1784# > DEMAND 1170# --> OK Single Shear Yield Limits
ref: NDS 2018 Table 12.3.1A ( Fasteners: 1/4" < D < 1") D = 0.298 in dowel diameter (See 12.3.7) Yi eld Mode Im Fyb = 45000 psi dowel bending yield strength, psi Rd = 5.00 = 4Kθ Fem = 5600 psi main member dowel bearing strength (Table 12.3.3) Z = 501 lb = DlmFem/Rd Yield Mode Is
Fes = 87000 psi side member dowel bearing strength (Table 12.3.3) Rd = 5.00 = 4Kθ lm_adj = 1 .50 in eff. main member dowel bearing length (See 12.3.5) Z = 1944 lb = DlsFes/Rd ls = 0 .38 in side member dowel bearing length Yield Mode II Rd = 4 .50 = 3.6Kθ
Kθ = 1 .25 (see Table 12.3.1B) Z = 347 lb = k1DlsFes/Rd Re = 0 .06 = Fem/Fes Yield Mode IIIm
Rt = 4 .00 = lm/ls Rd = 4 .00 = 3.2Kθ
Z = 299 lb = k2DlmFem/(2+Re)Rd
k1 = 0 .16 Yield Mode IIIs
k2 = 0.54 Rd = 4.00 = 3.2Kθ
k3 = 5.33 Z = 404 lb = k3DlsFem/(2+Re)Rd
Yield Mode IV
Z
= 279 lb Governing Lateral Capacity Rd = 4.00 = 3.2Kθ
Z = 279 lb = D2/Rd * sqrt( 2FemFyb/(3(1+Re)) )
Dowel Fastener Lateral Capacity
ref: NDS 2018

Member Properties Bolt Capacity (12.3.1)
G = 0 .50 Z = 279 lb Per single shear yield limit calc D = 0.375 in ASD: Z' = 446 lb = (CDCMCtCgCΔ)Z
tm = 1 .5 in LRFD: Z' = 602 lb = (KFφλCMCtCgCΔ)Z
ts = 0 .375 in L RFD/ASD = 1.35
Adjustment Factors
CD = 1 .6 Load Duration Factor (11.3.2)
CM = 1 .0 Wet Service Factor (11.3.3)
Ct = 1 .0 Temperature Factor (11.3.4)
Cg = 1 .00 Group Action Factor (11.3.6)
CΔ = 1.0 Geometry Factor (12.5.1)
KF = 3 .32 Format Conversion Factor (11.3.1)
φ = 0.65 Resistance Factor (11.3.1)
λ = 1.00 Time Effect Factor (11.3., N.3.3)
ICC 2236
CLI
ENTBYSHEET NO.

DATE

PROJECT
PROJECT NO.

09.1.1 09.1 MEP EQUIPMENT ANCHORAGE

MLK LIBRARY REPAIR
2023-0387
10-24-24
G4
FNS
Plan Tag Name Location Weight
none switchboard exterior to south wall 2000#
OU-1A,
OU1-B VRF equipment yard on
concrete hskpg pad 900#
CU-1 Condenser Unit equipment yard on
concrete hskpg pad 1070#
CU-2 Condenser Unit equipment yard on
concrete hskpg pad 2390#
CU-3 Condenser Unit equipment yard on
concrete hskpg pad 200#
DOAS-1 Outdoor air unit basement slab 925#
AHU-1 Air handler basement slab 950#
RF-1, RF-2 Relief Fans Suspended from wood
floor in basement 250#
Base Mounted Equipment Anchorage Design - SEISMIC
ASCE 7-16, Ch. 13 Unit Identification:

Wp = 2000 lbs unit weight
B = 36.00 in unit width
dB dir anchors = 28.00 in dist btwn anchors (B dir.)
L = 24.00 in unit length
dL dir anchors = 16.00 in dist btwn anchors (L dir.)
HUNIT = 90.00 in unit height
HCG_EQUIP = 60.00 in center of gravity height (equip)
HCURB = 6.00 in curb height
HCG = 66.00 in (includes curb height)
ap and Rp obtained from ASCE 7-16, Tables 13.5-1 and 13.6-1 ap = 2.50 Rp = 6.00 Ip = 1.00 SDS = 0.519
z = 0.00 ft h = 1.00 ft Ωo = 2.0
Fp = (0.4[(ap)(SDS)(Ip)(1+2(z/h)]/Rp) x Wp = 0.087 Wp Fv = 0.2(SDS)Wp = 0.104 Wp Fp-MIN = 0.3(SDS)(Ip) x Wp = 0.156 Wp
Fp-MAX = 1.6(SDS)(Ip) x (Wp) = 0.830 Wp
Fp = Vh = 311 lbs 0.7Fp = Vh= 218 lbs
Fv = Vv = 208 lbs 0.7Fv = Vv = 145 lbs
Unit Anchorage:

Fp in "B" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 1713 lb-ft MOT = WVhHCG = 3425 lb-ft MOT = VhHCG = 1199 lb-ft MR= (0.9-0.2Sds)Wp(B/2) = 2389 lb-ft MR = (0.9-0.2Sds)Wp(B/2) = 2389 lb-ft MR = (0.6-0.14Sds)Wp(B/2) = 1582 lb-ft T = (MOT - MR) / dB = no net uplift T = (MOT - MR) / dB = 444 lbs T = (MOT - MR) / dB = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = 222 lbs Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 78 lbs Vconn = WVh / # conn shear = 156 lbs Vconn = Vh / # conn shear = 54 lbs Fp in "L" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 1713 lb-ft MOT = WVhHCG = 3425 lb-ft MOT = VhHCG = 1199 lb-ft MR= (0.9-0.2Sds)Wp(L/2) = 1592 lb-ft MR = (0.9-0.2Sds)Wp(L/2) = 1592 lb-ft MR = (0.6-0.14Sds)Wp(L/2) = 1055 lb-ft T = (MOT - MR) / dL = 90 lbs T = (MOT - MR) / dL = 1375 lbs T = (MOT - MR) / dL = 108 lbs Tconn = T / # conn tension = 45 lbs Tconn = T / # conn tension = 687 lbs Tconn = T / # conn tension = 54 lbs Vconn = Vh / # conn shear = 78 lbs Vconn = WVh / # conn shear = 156 lbs Vconn = Vh / # conn shear = 54 lbs Max Connection Forces:

Tmax = 45 lbs Tmax = 687 lbs Tmax = 54 lbs
Vmax = 78 lbs Vmax = 156 lbs Vmax = 54 lbs
Connection/Anchorage Notes:

Anchor unit w/ 1 connections per corner, 4 total. Omega-level demands on anchorage: T = 690 lbs/anchor, V = 160 lbs/anchor.

See hilti profis output for connection check.

STRENGTH @ 1.0E STRENGTH @ W SERVICE
STRENGTH @ 1.0E STRENGTH @ W SERVICE
STRENGTH @ 1.0E STRENGTH @ W SERVICE

STRENGTH SERVICE
switchboard
HCURB
HUNIT
HCG
L
B
B/2
±Fp
±Fp
W±Fv
SMIC

09.1.2 09.1.3

GO/NEG-Alt-Date: Job Name:

Item Number: Catalog Number: Designation:

09.1.4 www.hilti.com
Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Concrete - Oct 25, 2024
Page:

Specifier:

E-Mail:

Date:
1 10/25/2024
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (1 1/2) hnom1 Item number: 2210234 KB-TZ2 3/8x2 1/2
Specification text: Hilti KB-TZ2 stud anchor with 1.875 in embedment, 3/8 (1 1/2) hnom1, Carbon steel,
installation per ESR-4266
Effective embedment depth: h ef,act = 1.500 in., hnom = 1.875 in.

Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 12/1/2023 | 12/1/2025
Proof: Design Method ACI 318-19 / Mech
Stand-off installation:

Profile:

Base material: uncracked concrete, 3000, fc' = 3,000 psi; h = 6.000 in.

Installation: Hammer drilled hole, Installation condition: Dry Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.10.5.3 (d)) Shear load: yes (17.10.6.3 (c))

09.1.5 www.hilti.com
Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Concrete - Oct 25, 2024
Page:

Specifier:

E-Mail:

Date:
2 10/25/2024
Geometry [in.] & Loading [lb, in.lb]

09.1.6 www.hilti.com
Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Concrete - Oct 25, 2024
Page:

Specifier:

E-Mail:

Date:
3 10/25/2024

1.1 Design results
Case Description Forces [lb] / Moments [in.lb] Seismic Max. Util. Anchor [%] 1 Combination 1 N = 690; Vx = 160; Vy = 0;
Mx = 0; My = 0; Mz = 0;
yes 59
2 Load case/Resulting anchor forces
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y 1 690 160 160 0
3 Tension load
Load Nua [lb] Capacity f Nn [lb] Utilization bN = Nua/f Nn Status Steel Strength* 690 4,869 15 OK
Pullout Strength* N/A N/A N/A N/A
Concrete Breakout Failure** 690 1,177 59 OK
* highest loaded anchor **anchor group (anchors in tension)

09.1.7 www.hilti.com
Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Concrete - Oct 25, 2024
Page:

Specifier:

E-Mail:

Date:
4 10/25/2024

3.1 Steel Strength
Nsa = ESR value refer to ICC-ES ESR-4266
f Nsa ³ Nua ACI 318-19 Table 17.5.2
Variables
Ase,N [in.
2 ] futa [psi]

0.05 126,204
Calculations
Nsa [lb]
6,493
Results
Nsa [lb] f steel f nonductile f Nsa [lb] Nua [lb]
6,493 0.750 1.000 4,869 690

3.2 Concrete Breakout Failure
Ncb = (
ANc
ANc0
) y ed,N y c,N y cp,N Nb ACI 318-19 Eq. (17.6.2.1a) f Ncb ³ Nua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANc0 = 9 h
2 ef ACI 318-19 Eq. (17.6.2.1.4)
y ed,N = 0.7 + 0.3 (
ca,min

1.5hef
) £ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(
ca,min
cac
, 1.5hef
cac
) £ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f
'
c
h

1.5 ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
hef [in.] ca,min [in.] y c,N cac [in.] kc l a f
'
c [psi]

1.500 6.000 1.000 5.000 24 1.000 3,000
Calculations
ANc [in.
2 ] ANc0 [in.
2 ] y ed,N y cp,N Nb [lb]

20.25 20.25 1.000 1.000 2,415
Results
Ncb [lb] f concrete f seismic f nonductile f Ncb [lb] Nua [lb] 2,415 0.650 0.750 1.000 1,177 690

09.1.8 www.hilti.com
Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Concrete - Oct 25, 2024
Page:

Specifier:

E-Mail:

Date:
5 10/25/2024
4 Shear load
Load Vua [lb] Capacity f Vn [lb] Utilization bV = Vua/f Vn Status Steel Strength* 160 2,097 8 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength** 160 1,690 10 OK
Concrete edge failure in direction y+** 160 6,072 3 OK
* highest loaded anchor **anchor group (relevant anchors)

4.1 Steel Strength
Vsa,eq = ESR value refer to ICC-ES ESR-4266
f Vsteel ³ Vua ACI 318-19 Table 17.5.2
Variables
Ase,V [in.
2 ] futa [psi] aV,seis

0.05 126,204 1.000
Calculations
Vsa,eq [lb]
3,226
Results
Vsa,eq [lb] f steel f nonductile f Vsa,eq [lb] Vua [lb] 3,226 0.650 1.000 2,097 160

09.1.9 www.hilti.com
Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 6 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Concrete - Oct 25, 2024
Page:

Specifier:

E-Mail:

Date:
6 10/25/2024

4.2 Pryout Strength
Vcp = kcp [(
ANc
ANc0
) y ed,N y c,N y cp,N Nb ] ACI 318-19 Eq. (17.7.3.1a) f Vcp ³ Vua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANc0 = 9 h
2 ef ACI 318-19 Eq. (17.6.2.1.4)
y ed,N = 0.7 + 0.3 (
ca,min

1.5hef
) £ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(
ca,min
cac
, 1.5hef
cac
) £ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f
'
c
h

1.5 ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
kcp hef [in.] ca,min [in.] y c,N
1 1.500 6.000 1.000
cac [in.] kc l a f
'
c [psi]

5.000 24 1.000 3,000
Calculations
ANc [in.
2 ] ANc0 [in.
2 ] y ed,N y cp,N Nb [lb]

20.25 20.25 1.000 1.000 2,415
Results
Vcp [lb] f concrete f seismic f nonductile f Vcp [lb] Vua [lb] 2,415 0.700 1.000 1.000 1,690 160

09.1.10 www.hilti.com
Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 7 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Concrete - Oct 25, 2024
Page:

Specifier:

E-Mail:

Date:
7 10/25/2024

4.3 Concrete edge failure in direction y+
Vcb = (
AVc
AVc0
) y ed,V y c,V y h,V y parallel,V Vb ACI 318-19 Eq. (17.7.2.1a) f Vcb ³ Vua ACI 318-19 Table 17.5.2
AVc see ACI 318-19, Section 17.7.2.1, Fig. R 17.7.2.1(b) AVc0 = 4.5 c
2 a1 ACI 318-19 Eq. (17.7.2.1.3)
y ed,V = 0.7 + 0.3(
ca2

1.5ca1
) £ 1.0 ACI 318-19 Eq. (17.7.2.4.1b)
y h,V = √

1.5ca1
ha
³ 1.0 ACI 318-19 Eq. (17.7.2.6.1)
Vb = (7 (
le
da
)

0.2 √da) l a √f
'
c
c

1.5 a1 ACI 318-19 Eq. (17.7.2.2.1a)
Variables
ca1 [in.] ca2 [in.] y c,V ha [in.] le [in.]

6.000 6.000 1.400 6.000 1.500
l a da [in.] f
'
c [psi]
y parallel,V

1.000 0.375 3,000 2.000
Calculations
AVc [in.
2 ] AVc0 [in.
2 ] y ed,V y h,V Vb [lb]

90.00 162.00 1.000 1.225 4,553
Results
Vcb [lb] f concrete f seismic f nonductile f Vcb [lb] Vua [lb] 8,674 0.700 1.000 1.000 6,072 160
5 Combined tension and shear loads, per ACI 318-19 section 17.8 bN bV z Utilization bN,V [%] Status

0.586 0.095 5/3 44 OK
bNV = b
z
N + b
z
V <= 1

09.1.11 www.hilti.com
Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Concrete - Oct 25, 2024
Page:

Specifier:

E-Mail:

Date:
8 10/25/2024
6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ • "An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-19, Chapter 17, Section

17.10.5.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.10.5.3 (b), Section 17.10.5.3 (c), or Section 17.10.5.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.10.6.3 (a), Section 17.10.6.3 (b), or Section 17.10.6.3 (c)." • Section 17.10.5.3 (b) / Section 17.10.6.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.10.5.3 (c) / Section 17.10.6.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non-yielding attachment. Section 17.10.5.3 (d) / Section 17.10.6.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by w0.
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-19, Section 26.7.

Fastening meets the design criteria!

09.1.12 Base Mounted Equipment Anchorage Design - SEISMIC ASCE 7-16, Ch. 13 Unit Identification:

Wp = 900 lbs unit weight
B = 29.00 in unit width
dB dir anchors = 21.00 in dist btwn anchors (B dir.)
L = 48.00 in unit length
dL dir anchors = 40.00 in dist btwn anchors (L dir.)
HUNIT = 72.00 in unit height
HCG_EQUIP = 48.00 in center of gravity height (equip)
HCURB = 6.00 in curb height
HCG = 54.00 in (includes curb height)
ap and Rp obtained from ASCE 7-16, Tables 13.5-1 and 13.6-1 ap = 2.50 Rp = 6.00 Ip = 1.00 SDS = 0.519
z = 0.00 ft h = 1.00 ft Ωo = 2.0
Fp = (0.4[(ap)(SDS)(Ip)(1+2(z/h)]/Rp) x Wp = 0.087 Wp Fv = 0.2(SDS)Wp = 0.104 Wp Fp-MIN = 0.3(SDS)(Ip) x Wp = 0.156 Wp
Fp-MAX = 1.6(SDS)(Ip) x (Wp) = 0.830 Wp
Fp = Vh = 140 lbs 0.7Fp = Vh= 98 lbs
Fv = Vv = 93 lbs 0.7Fv = Vv = 65 lbs
Unit Anchorage:

Fp in "B" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 631 lb-ft MOT = WVhHCG = 1261 lb-ft MOT = VhHCG = 441 lb-ft MR= (0.9-0.2Sds)Wp(B/2) = 866 lb-ft MR = (0.9-0.2Sds)Wp(B/2) = 866 lb-ft MR = (0.6-0.14Sds)Wp(B/2) = 573 lb-ft T = (MOT - MR) / dB = no net uplift T = (MOT - MR) / dB = 226 lbs T = (MOT - MR) / dB = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = 113 lbs Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 35 lbs Vconn = WVh / # conn shear = 70 lbs Vconn = Vh / # conn shear = 25 lbs Fp in "L" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 631 lb-ft MOT = WVhHCG = 1261 lb-ft MOT = VhHCG = 441 lb-ft MR= (0.9-0.2Sds)Wp(L/2) = 1433 lb-ft MR = (0.9-0.2Sds)Wp(L/2) = 1433 lb-ft MR = (0.6-0.14Sds)Wp(L/2) = 949 lb-ft T = (MOT - MR) / dL = no net uplift T = (MOT - MR) / dL = no net uplift T = (MOT - MR) / dL = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 35 lbs Vconn = WVh / # conn shear = 70 lbs Vconn = Vh / # conn shear = 25 lbs Max Connection Forces:

Tmax = 0 lbs Tmax = 113 lbs Tmax = 0 lbs
Vmax = 35 lbs Vmax = 70 lbs Vmax = 25 lbs
Connection/Anchorage Notes:

STRENGTH @ 1.0E STRENGTH @ W SERVICE
Anchor unit w/ 1 connections per corner, 4 total. Omega-level demands on anchorage: T = 113 lbs/anchor, V = 70 lbs/anchor.

Anchorage OK by observation.

STRENGTH @ 1.0E STRENGTH @ W SERVICE
STRENGTH @ 1.0E STRENGTH @ W SERVICE

STRENGTH SERVICE
OU-1A / OU-1B
HCURB
HUNIT
HCG
L
B
B/2
±Fp
±Fp
W±Fv

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/28 /4 /17 /16 □ /1 /12 /2 /10 /10 /13 /12 /2 □ /10 /2 /9 /10 /8 /12 /101 □ /28 /4 /17 /16 □ /1 /12 /2 /10 /10 /13 /12 /2 □ /10 /18 /4 /7 /3 /16 □ /6 /7 □ /23 /19 /52 /106 □ /24 /67 /6 □ /63 /53 /22 /52 □ /1 /10 /4 /65
/108 /9 /34 /2 /12 /7 /2 /12 □ /31 /4 /12 /3 /13 /4 /7 □ /63 /31 /8 /38 /1 /19 /68 /61 /6 /9 /65/112 /34 /2 /12 /66 /3 /13 /12 /12 /2 /9 /7 □ /1 /12 /8 /7 /2 /3 /7 /4 /8 /9/112 /34 /2 /12 /66 /3 /13 /12 /12 /2 /9 /7 □ /1 /12 /8 /7 /2 /3 /7 /4 /8 /9 /37 /112 /27 /25 /0 /39
/37 /8 /38 /4 /9 /6 /26 □ /3 /8 /8 /26 /4 /9 /17 □ /3 /8 /9 /35 /4 /7 /4 /8 /9 /10 □ /63 /27 /2 /10 /7 □ /3 /8 /9 /35 /4 /7 /4 /8 /9 /10 □ /6 /12 /2 □ /14 /6 /10 /2 /35 □ /8 /9 □ /30 /28 /41 /108 □ /52 /21 /54 /22 /66 /21 /22 /21 /54 /65 /108 /9 /35 /8 /8 /12 /39 □ /109 /22 /130 /61 /43 /19 /55 /19 /68 /53 /117 /130 /61 /102 /19 /55 /19 □ /63 /21 /53 /19 /117 /130 /31 /43 /19 /55 /19 /68 /52 /107 /19 /23 /130 /31 /102 /19 /55 /19 /65 /101 □ /112 /13 /7 /35 /8 /8 /12 /39 □ /107 /106 /130 /61 /43 /19 /55 /19 □ /63 /54 /106 /130 /31 /43 /19 /55 /19 /65 /37 /8 /38 /4 /9 /6 /26 □ /16 /2 /6 /7 /4 /9 /17 □ /3 /8 /9 /35 /4 /7 /4 /8 /9 /10 □ /63 /27 /2 /10 /7 □ /3 /8 /9 /35 /4 /7 /4 /8 /9 /10 □ /6 /12 /2 □ /14 /6 /10 /2 /35 □ /8 /9 □ /30 /28 /41 /108 □ /52 /21 /54 /22 /66 /21 /22 /21 /54 /65 /108 /9 /35 /8 /8 /12 /39 □ /117 /22 /130 /61 /43 /19 /55 /19 □ /63 /21 /52 /19 /52 /130 /31 /43 /19 /55 /19 /65 /101 □ /112 /13 /7 /35 /8 /8 /12 /39 □ /23 /117 /130 /61 /43 /19 /55 /19 /68 /23 /54 /130 /61 /102 /19 /55 /19 □ /63 /109 /19 /54 /130 /31 /43 /19 /55 /19 /68 /53 /19 /52 /130 /31 /102 /19 /55 /19 /65 /52 □/28 /6 /12 /10 /16 □ /18 /2 /6 /7 /16 /2 /12 □ /2 /9 /34 /4 /12 /8 /9 /38 /2 /9 /7 /10 □ /38 /6 /40 □ /35 /2 /38 /6 /9 /35 □ /1 /2 /12 /42 /8 /12 /38 /6 /9 /3 /2 □ /2 /9 /16 /6 /9 /3 /4 /9 /17 □ /2 /64 /13 /4 /1 /38 /2 /9 /7 /19 □ /30 /10 /104 □ /40 /8 /13 /12 □ /24 /4 /7 /10 /13 /14 /4 /10 /16 /4 □ /25 /26 /2 /3 /7 /12 /4 /3 □ /12 /2 /1 /12 /2 /10 /2 /9 /7 /6 /7 /4 /34 /2 □ /42 /8 /12 □ /38 /8 /12 /2 □ /35 /2 /7 /6 /4 /26 /10 □ /6 /14 /8 /13 /7 □ /40 /8 /13 /12 □ /12 /2 /17 /4 /8 /9 /21 □/61 /8 /12 □ /35 /2 /7 /6 /4 /26 /10 □ /8 /9 □ /2 /111 /7 /2 /9 /35 /2 /35 □ /3 /8 /8 /26 /4 /9 /17 □ /8 /1 /2 /12 /6 /7 /4 /8 /9 □ /12 /6 /9 /17 /2 □ /35 /8 /18 /9 □ /7 /8 □ /66 /52 /22 /130 □ /61 □ /43 /55 /101 □ /10 /2 /2 □ /33 /8 /18 □ /30 /38 /14 /4 /2 /9 /7 □ /62 /4 /7 □ /0 /13 /14 /38 /4 /7 /7 /6 /26 /54 □/102/16 /2 /9 □ /6 /1 /1 /26 /40 /4 /9 /17 □ /1 /12 /8 /35 /13 /3 /7 □ /14 /2 /26 /8 /18 □ /66 /23 /130 /61 /101 □ /3 /8 /9 /10 /13 /26 /7 □ /40 /8 /13 /12 □ /35 /2 /10 /4 /17 /9 □ /2 /9 /17 /4 /9 /2 /2 /12 □ /42 /8 /12 □ /3 /8 /26 /35 □ /3 /26 /4 /38 /6 /7 /2 □ /6 /1 /1 /26 /4 /3 /6 /7 /4 /8 /9 □ /14 /2 /10 /7 □ /1 /12 /6 /3 /7 /4 /3 /2 /10 /101 □ /4 /9 /3 /26 /13 /35 /4 /9 /17 □ /7 /16 /2 □ /13 /10 /2 □ /8 /42 □ /6 □ /14 /6 /3 /104 /13 /1 □ /10 /8 /13 /12 /3 /2 □ /42 /8 /12 □ /16 /2 /6 /7 /4 /9 /17 /23 □/32 /9 /4 /7 □ /18 /4 /26 /26 □ /3 /8 /9 /7 /4 /9 /13 /2 □ /7 /8 □ /8 /1 /2 /12 /6 /7 /2 □ /4 /9 □ /2 /111 /7 /2 /9 /35 /2 /35 □ /8 /1 /2 /12 /6 /7 /4 /9 /17 □ /12 /6 /9 /17 /2 /101 □ /14 /13 /7 □ /3 /6 /1 /6 /3 /4 /7 /40 □ /4 /10 □ /9 /8 /7 □ /17 /13 /6 /12 /6 /9 /7 /2 /2 /35 /25 /6 /3 /16 □ /4 /9 /35 /4 /34 /4 /35 /13 /6 /26 □ /38 /8 /35 /13 /26 /2 □ /12 /2 /64 /13 /4 /12 /2 /10 □ /6 □ /10 /2 /1 /6 /12 /6 /7 /2 □ /2 /26 /2 /3 /7 /12 /4 /3 /6 /26 □ /3 /8 /9 /9 /2 /3 /7 /4 /8 /9 /19 □ /41 /2 /42 /2 /12 □ /7 /8 □ /2 /26 /2 /3 /7 /12 /4 /3 /6 /26 □ /35 /6 /7 /6 □ /42 /8 /12 □ /2 /6 /3 /16 □ /4 /9 /35 /4 /34 /4 /35 /13 /6 /26 □ /38 /8 /35 /13 /26 /2 /19 /131 /132 /133 /134 /135 /136 □ /134 /138 /139 /140 /141 /142 /131 /143 /144 /145 /136 /146 /131 /147 /136

09.1.14 /0 /1 /2 /3 /4 /5 /3 /6 /7 /4 /8 /9 /10 □ /6 /12 /2 □ /10 /13 /14 /15 /2 /3 /7 □ /7 /8 □ /3 /16 /6 /9 /17 /2 □ /18 /4 /7 /16 /8 /13 /7 □ /9 /8 /7 /4 /3 /2 /19 □/20□ /21 /22 /21 /23 □ /24 /4 /7 /10 /13 /14 /4 /10 /16 /4 □ /25 /26 /2 /3 /7 /12 /4 /3 □ /27 /12 /6 /9 /2 □ /28 /29 /30 /31 □ /32 /0 □ /33 /33 /31 /19 □ /30 /26 /26 □ /12 /4 /17 /16 /7 /10 □ /12 /2 /10 /2 /12 /34 /2 /35 /19 □ /36 /37 /38 /39 /40 /41 /36 /42 /43 /44 □ /46 /47 /48 /44 □ /46 /49 /49 /50 /51 /39 /52 /37 /40 /53 /46/37 /54 /55 /56 /57 □ /58 /58 □ /59 /55 /54 /60 /61 /62 /63 /64 /65 /66 /67 □ /69 /70 □ /71 /65 /72 /73 /67 /69 /74 /75 /76 /77 /78 /79 /69 /77 /78 □ /80 □ /64 /81 /62 /67 /78 /82 /81 /63 /78 /82

09.1.15 Base Mounted Equipment Anchorage Design - SEISMIC ASCE 7-16, Ch. 13 Unit Identification:

Wp = 925 lbs unit weight
B = 35.00 in unit width
dB dir anchors = 27.00 in dist btwn anchors (B dir.)
L = 36.00 in unit length
dL dir anchors = 28.00 in dist btwn anchors (L dir.)
HUNIT = 75.13 in unit height
HCG_EQUIP = 50.08 in center of gravity height (equip)
HCURB = 6.00 in curb height
HCG = 56.08 in (includes curb height)
ap and Rp obtained from ASCE 7-16, Tables 13.5-1 and 13.6-1 ap = 2.50 Rp = 6.00 Ip = 1.00 SDS = 0.519
z = 0.00 ft h = 1.00 ft Ωo = 2.0
Fp = (0.4[(ap)(SDS)(Ip)(1+2(z/h)]/Rp) x Wp = 0.087 Wp Fv = 0.2(SDS)Wp = 0.104 Wp Fp-MIN = 0.3(SDS)(Ip) x Wp = 0.156 Wp
Fp-MAX = 1.6(SDS)(Ip) x (Wp) = 0.830 Wp
Fp = Vh = 144 lbs 0.7Fp = Vh= 101 lbs
Fv = Vv = 96 lbs 0.7Fv = Vv = 67 lbs
Unit Anchorage:

Fp in "B" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 673 lb-ft MOT = WVhHCG = 1346 lb-ft MOT = VhHCG = 471 lb-ft MR= (0.9-0.2Sds)Wp(B/2) = 1074 lb-ft MR = (0.9-0.2Sds)Wp(B/2) = 1074 lb-ft MR = (0.6-0.14Sds)Wp(B/2) = 711 lb-ft T = (MOT - MR) / dB = no net uplift T = (MOT - MR) / dB = 121 lbs T = (MOT - MR) / dB = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = 60 lbs Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 36 lbs Vconn = WVh / # conn shear = 72 lbs Vconn = Vh / # conn shear = 25 lbs Fp in "L" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 673 lb-ft MOT = WVhHCG = 1346 lb-ft MOT = VhHCG = 471 lb-ft MR= (0.9-0.2Sds)Wp(L/2) = 1105 lb-ft MR = (0.9-0.2Sds)Wp(L/2) = 1105 lb-ft MR = (0.6-0.14Sds)Wp(L/2) = 732 lb-ft T = (MOT - MR) / dL = no net uplift T = (MOT - MR) / dL = 103 lbs T = (MOT - MR) / dL = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = 52 lbs Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 36 lbs Vconn = WVh / # conn shear = 72 lbs Vconn = Vh / # conn shear = 25 lbs Max Connection Forces:

Tmax = 0 lbs Tmax = 60 lbs Tmax = 0 lbs
Vmax = 36 lbs Vmax = 72 lbs Vmax = 25 lbs
Connection/Anchorage Notes:

STRENGTH SERVICE
DOAS-1
(air handling unit)
STRENGTH @ 1.0E STRENGTH @ W SERVICE
Anchor unit w/ 1 connections per corner, 4 total. Omega-level demands on anchorage: T = 60 lbs/anchor, V = 72 lbs/anchor.

Anchorage OK by observation.

STRENGTH @ 1.0E STRENGTH @ W SERVICE
STRENGTH @ 1.0E STRENGTH @ W SERVICE
HCURB
HUNIT
HCG
L
B
B/2
±Fp
±Fp
W±Fv

09.1.16 Base Mounted Equipment Anchorage Design - SEISMIC ASCE 7-16, Ch. 13 Unit Identification:

Wp = 2390 lbs unit weight
B = 84.00 in unit width
dB dir anchors = 76.00 in dist btwn anchors (B dir.)
L = 121.25 in unit length
dL dir anchors = 96.00 in dist btwn anchors (L dir.)
HUNIT = 69.25 in unit height
HCG_EQUIP = 46.17 in center of gravity height (equip)
HCURB = 6.00 in curb height
HCG = 52.17 in (includes curb height)
ap and Rp obtained from ASCE 7-16, Tables 13.5-1 and 13.6-1 ap = 2.50 Rp = 3.00 Ip = 1.00 SDS = 0.519
z = 0.00 ft h = 1.00 ft Ωo = 1.5
Fp = (0.4[(ap)(SDS)(Ip)(1+2(z/h)]/Rp) x Wp = 0.173 Wp Fv = 0.2(SDS)Wp = 0.104 Wp Fp-MIN = 0.3(SDS)(Ip) x Wp = 0.156 Wp
Fp-MAX = 1.6(SDS)(Ip) x (Wp) = 0.830 Wp
Fp = Vh = 413 lbs 0.7Fp = Vh= 289 lbs
Fv = Vv = 248 lbs 0.7Fv = Vv = 174 lbs
Unit Anchorage:

Fp in "B" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 1797 lb-ft MOT = WVhHCG = 2696 lb-ft MOT = VhHCG = 1258 lb-ft MR= (0.9-0.2Sds)Wp(B/2) = 6660 lb-ft MR = (0.9-0.2Sds)Wp(B/2) = 6660 lb-ft MR = (0.6-0.14Sds)Wp(B/2) = 4411 lb-ft T = (MOT - MR) / dB = no net uplift T = (MOT - MR) / dB = no net uplift T = (MOT - MR) / dB = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 103 lbs Vconn = WVh / # conn shear = 155 lbs Vconn = Vh / # conn shear = 72 lbs Fp in "L" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 1797 lb-ft MOT = WVhHCG = 2696 lb-ft MOT = VhHCG = 1258 lb-ft MR= (0.9-0.2Sds)Wp(L/2) = 9614 lb-ft MR = (0.9-0.2Sds)Wp(L/2) = 9614 lb-ft MR = (0.6-0.14Sds)Wp(L/2) = 6367 lb-ft T = (MOT - MR) / dL = no net uplift T = (MOT - MR) / dL = no net uplift T = (MOT - MR) / dL = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 103 lbs Vconn = WVh / # conn shear = 155 lbs Vconn = Vh / # conn shear = 72 lbs Max Connection Forces:

Tmax = 0 lbs Tmax = 0 lbs Tmax = 0 lbs
Vmax = 103 lbs Vmax = 155 lbs Vmax = 72 lbs
Connection/Anchorage Notes:

STRENGTH @ 1.0E STRENGTH @ W SERVICE
Anchor unit w/ 1 connections per corner, 4 total. Omega-level demands on anchorage: T = 0 lbs/anchor, V = 155 lbs/anchor.

Anchorage OK by observation.

STRENGTH @ 1.0E STRENGTH @ W SERVICE
STRENGTH @ 1.0E STRENGTH @ W SERVICE

STRENGTH SERVICE
CU-2
HCURB
HUNIT
HCG
L
B
B/2
±Fp
±Fp
W±Fv

09.1.17 V
3 -
D
R
B
-
8 -
0 -
1 A
1 6
A
2 2
A
3 C
A
4 -
0 B
1 0
B
2 0
B
3 :

F
1 A
4 1
B
3 1
C
E
1 D
-
F
2 J
3 0
4 -
0 5
A
0 5
B
0 5
C
-
0 6
A
D
6 B
0 6
C
-
A
7 0
8 A
9 0
10 0
11 P
12 0
13 -
0 14
A
0 14
B
-
D
15 0
16 0
17 0
18 0
19 0
20 0
21 0
22 0
23 DOAS-1
Air Handling Unit Tag:

CFA-031-D-A-8-GJ00K:0-00-E0-00-000-L-RE0A-00A0C00-00000DB Condensing Unit Tag:

DOAS-CU-1
Job Information
Job Name:

MLK Library Remodel
Job Number:

Job #130
Site Altitude:
0 ft
Refrigerant:

R-410A
Unit Information
Approx. Weights AHU / CU:
750 lbs / 2390 lbs (±5%)
Ambient Temperature (DB/WB):
100.0 °F / 71.0 °F
Coil Filter FV / Qty:
458.3 fpm / 4
Supply Airflow/ESP:
5500 SCFM / 0.45 in. w.g.

Outside Airflow:
5500 SCFM
Return Temperature (DB/WB):

75.0 °F / 62.0 °F
Static Pressure
External:

0.45 in. w.g.

Cooling Coil:

0.94 in. w.g.

Filters Clean:

0.40 in. w.g.

Dirt Allowance:

0.15 in. w.g.

Reheat Coil:

0.10 in. w.g.

Cabinet:

0.03 in. w.g.

Total:

2.07 in. w.g.

Heating Section
Preheat Type:

Std (No Preheat)
Primary Heat Type:

Heat Pump
Total Capacity:
275.4 MBH
OA Temp (DB/WB):

26.0 °F / 24.0 °F
RA Temp (DB/WB):

75.0 °F / 62.0 °F
Entering Air Temp (DB/WB):

26.0 °F / 24.0 °F
Leaving Air Temp (DB/WB):

63.8 °F / 45.3 °F
Fan Temp Rise:

1.5 Δ°F
Auxiliary Heating Type:

No Heat
AH Electrical Data
Rating:

Unit FLA:

Minimum Circuit Amp:

Maximum Overcurrent:

Qty
HP
VAC
Phase
RPM
FLA
RLA
Compressor 1:
2 208
3 27.6
Compressor 2:
2 208
3 25.0
Condenser Fan:
4 1.00
208
3 1140

7.0 Supply Fan:
2 3.00
208
3 1760

7.0 208V/3Ø/60Hz
14 16
20 CU Electrical Data
Rating:
140
133
208V/3Ø/60Hz
Maximum Overcurrent:

Minimum Circuit Amp:

Unit FLA:
150
SCCR:
5 KAIC
SCCR:
5 KAIC
Cooling Section
Gross
Net
Total Capacity:
331.8 MBH
322.7 MBH
Sensible Capacity:
277.7 MBH
268.6 MBH
Latent Capacity:

54.0 MBH
Supply Air Fan:
2 x RN185D70 @ 1.64 BHP Ea.

SA Fan RPM / Width:
1882 RPM / 2.904 in
SA Fan FEI:

1.12 Evaporator Coil:

10.2 ft² / 6 Rows / 12 FPI
Evaporator Face Velocity:
538.0 fpm
Mixed Air Temp (DB/WB):
100.0 °F / 71.0 °F
Entering Air Temp (DB/WB):
100.0 °F / 71.0 °F
Lv Air Temp (Coil) (DB/WB):

51.0 °F / 50.1 °F
Lv Air Temp (Unit) (DB/WB):

52.5 °F / 50.7 °F
Rating Information
Application EER @ Op. Conditions:

9.6 BTU/h·W
Application COP @ Op. Conditions:

3.23 W/W
Re-heat Coil:

Capacity:
135.7 MBH
Leaving Air Temp (DB/WB):

75.0 °F / 59.7 °F
Relative Humidity:

40.4%
Electrical Data
2425 South Yukon Ave • Tulsa, OK 74107 • Ph: (918) 583-2266 Ecat Version: 351.1
Split System Rating
Date Printed:8/26/2024 5:26:47 PM

Page 1 ends

Date Created/Modified:4/10/2024 12:35:34 PM Using Version:351.1 Last Modified By:Ian Bailey - DMG North - San Francisco-Bay Area, CA

09.1.18 2

ALL DIMENSIONS IN INCHES
Weight (Shipping/Operating)
750/750 ±5% lbs
Date
2024-08-26
Software Version

6.351.1
Drawing Engine Version

6.24.32.1 Clearances (FRONT/BACK/LEFT/RIGHT/TOP/BOTTOM) 6/DUCT/6/36/DUCT/6
Drawing Type
Unit Detail
Unit Configuration
V3-DRB-8-0-162C-000:F43E-FJ0-000-0D0-A0A00P0-00-D00000000 Job Name
MLK Library Remodel
Unit Tag
DOAS-1
271
2 35
41 8
337
8 751
8 5
26 41
8 477
8561
8 63
4 441
4 V3D AHU

RIGHT SIDE

LEFT SIDE

09.1.19 ALL DIMENSIONS IN INCHES
Weight (Shipping/Operating)
750/750 ±5% lbs
Date
2024-08-26
Software Version

6.351.1
Drawing Engine Version

6.24.32.1 Clearances (FRONT/BACK/LEFT/RIGHT/TOP/BOTTOM) 6/DUCT/6/36/DUCT/6
Drawing Type
Unit Connections
Unit Configuration
V3-DRB-8-0-162C-000:F43E-FJ0-000-0D0-A0A00P0-00-D00000000 Job Name
MLK Library Remodel
Unit Tag
DOAS-1
Connections
Key Description ø X Y
A Liq 1 0.62 17.25 33.50
B Suct 1 1.38 10.25 37.00
C Liq 2 0.62 17.25 31.00
D Suct 2 1.38 12.12 34.00
E Reheat In 0.88 17.25 36.00
A
B
CD
E
101
4 121
8 171
4 35
751
8 31 331
2 34 36 37

09.1.20 ALL DIMENSIONS IN INCHES
Weight (Shipping/Operating)
2390/2390 ±5% lbs
Date
2024-08-26
Software Version

6.351.1
Drawing Engine Version

6.24.32.1 Clearances (FRONT/BACK/LEFT/RIGHT/TOP/BOTTOM) 36/6/30/36/OPEN/6
Drawing Type
Unit Detail
Unit Configuration
CFA-031-D-A-8-GJ00K:0-00-E0-00-000-L-RE0A-00A0C00-00000DB Job Name
MLK Library Remodel
Unit Tag
DOAS-CU-1
84 1211
4 104
691
4 RIGHT
LEFT

FRONT BACK
34 37
40 25
37 HIGH VOLTAGEø2
LOW VOLTAGEø3
4 29
33 A1
B1
B2
A2

CONFIGURABLE OPTIONS SHOWN

09.1.21 PIPING SCHEMATIC DIAGRAM

HEAT PUMP W/ MHGRH

SUCTION DOWN FLOW
Drawing No.

HPRH-SD
SHEET 1 OF 1

SCALE NONE

CHECK VALVE

SHUTOFF VALVE

HOT GAS LINE

SUCTION LINE

LIQUID LINE

DISCHARGE LINE

HEATING MODE COOLING MODE
10" MAX
1" MIN FROM CAP

OIL RETURN TO BE INSTALLED AT

THE LOWEST POINT OF THE SYSTEM

FIELD SUPPLIED FIELD INSTALLED
18" TUBING
120" LONG

DETAIL A
REHEAT
COIL

INSTALL SUCTION LINE OIL TRAPS
EVERY 12 FT OF VERTICAL RISE OR

AS DETAILED IN JOB SUBMITTAL

FIELD SUPPLIED, FIELD INSTALLED

OPTIONAL SUCTION

ACCUMULATOR

FIELD SUPPLIED

FIELD INSTALLED
FILTER
DRIER

REVERSING
VALVE
INDOOR
COIL

MODULATING

REHEAT VALVE

OUTDOOR
COIL

CHECK VALVE

INTERNAL TXV
2-5 TONS

CHECK VALVE

EXTERNAL
6-70 TONS

DETAIL C
LOOP

FILTER DRIER
40-70 TONS

FILTER DRIER

BI-FLOW
2-31 TONS

DETAIL B

DISCHARGE LINE - HEATING MODE

SUCTION LINE - COOLING MODE

LIQUID LINE - HEATING MODE

LIQUID LINE - COOLING MODE

SEE DETAIL B

SEE DETAIL C

SEE DETAIL C
TXV
TXV

SEE DETAIL A

HOT GAS REHEAT LINE

RECEIVER TANK

COMPRESSOR
OUT
IN

AIR HANDLING UNIT

OUTDOOR UNIT

09.1.22 Base Mounted Equipment Anchorage Design - SEISMIC ASCE 7-16, Ch. 13 Unit Identification:

Wp = 1070 lbs unit weight
B = 46.75 in unit width
dB dir anchors = 38.75 in dist btwn anchors (B dir.)
L = 94.00 in unit length
dL dir anchors = 51.00 in dist btwn anchors (L dir.)
HUNIT = 57.00 in unit height
HCG_EQUIP = 38.00 in center of gravity height (equip)
HCURB = 6.00 in curb height
HCG = 44.00 in (includes curb height)
ap and Rp obtained from ASCE 7-16, Tables 13.5-1 and 13.6-1 ap = 2.50 Rp = 3.00 Ip = 1.00 SDS = 0.519
z = 0.00 ft h = 1.00 ft Ωo = 1.5
Fp = (0.4[(ap)(SDS)(Ip)(1+2(z/h)]/Rp) x Wp = 0.173 Wp Fv = 0.2(SDS)Wp = 0.104 Wp Fp-MIN = 0.3(SDS)(Ip) x Wp = 0.156 Wp
Fp-MAX = 1.6(SDS)(Ip) x (Wp) = 0.830 Wp
Fp = Vh = 185 lbs 0.7Fp = Vh= 130 lbs
Fv = Vv = 111 lbs 0.7Fv = Vv = 78 lbs
Unit Anchorage:

Fp in "B" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 679 lb-ft MOT = WVhHCG = 1018 lb-ft MOT = VhHCG = 475 lb-ft MR= (0.9-0.2Sds)Wp(B/2) = 1659 lb-ft MR = (0.9-0.2Sds)Wp(B/2) = 1659 lb-ft MR = (0.6-0.14Sds)Wp(B/2) = 1099 lb-ft T = (MOT - MR) / dB = no net uplift T = (MOT - MR) / dB = no net uplift T = (MOT - MR) / dB = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 46 lbs Vconn = WVh / # conn shear = 69 lbs Vconn = Vh / # conn shear = 32 lbs Fp in "L" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 679 lb-ft MOT = WVhHCG = 1018 lb-ft MOT = VhHCG = 475 lb-ft MR= (0.9-0.2Sds)Wp(L/2) = 3337 lb-ft MR = (0.9-0.2Sds)Wp(L/2) = 3337 lb-ft MR = (0.6-0.14Sds)Wp(L/2) = 2210 lb-ft T = (MOT - MR) / dL = no net uplift T = (MOT - MR) / dL = no net uplift T = (MOT - MR) / dL = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 46 lbs Vconn = WVh / # conn shear = 69 lbs Vconn = Vh / # conn shear = 32 lbs Max Connection Forces:

Tmax = 0 lbs Tmax = 0 lbs Tmax = 0 lbs
Vmax = 46 lbs Vmax = 69 lbs Vmax = 32 lbs
Connection/Anchorage Notes:

STRENGTH @ 1.0E STRENGTH @ W SERVICE
Anchor unit w/ 1 connections per corner, 4 total. Omega-level demands on anchorage: T = 0 lbs/anchor, V = 70 lbs/anchor.

Anchorage OK by observation.

STRENGTH @ 1.0E STRENGTH @ W SERVICE
STRENGTH @ 1.0E STRENGTH @ W SERVICE

STRENGTH SERVICE
CU-1
HCURB
HUNIT
HCG
L
B
B/2
±Fp
±Fp
W±Fv

09.1.23 Base Mounted Equipment Anchorage Design - SEISMIC ASCE 7-16, Ch. 13 Unit Identification:

Wp = 950 lbs unit weight
B = 43.00 in unit width
dB dir anchors = 25.00 in dist btwn anchors (B dir.)
L = 60.00 in unit length
dL dir anchors = 42.00 in dist btwn anchors (L dir.)
HUNIT = 73.25 in unit height
HCG_EQUIP = 48.83 in center of gravity height (equip)
HCURB = 6.00 in curb height
HCG = 54.83 in (includes curb height)
ap and Rp obtained from ASCE 7-16, Tables 13.5-1 and 13.6-1 ap = 2.50 Rp = 6.00 Ip = 1.00 SDS = 0.519
z = 0.00 ft h = 1.00 ft Ωo = 2.0
Fp = (0.4[(ap)(SDS)(Ip)(1+2(z/h)]/Rp) x Wp = 0.087 Wp Fv = 0.2(SDS)Wp = 0.104 Wp Fp-MIN = 0.3(SDS)(Ip) x Wp = 0.156 Wp
Fp-MAX = 1.6(SDS)(Ip) x (Wp) = 0.830 Wp
Fp = Vh = 148 lbs 0.7Fp = Vh= 104 lbs
Fv = Vv = 99 lbs 0.7Fv = Vv = 69 lbs
Unit Anchorage:

Fp in "B" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 676 lb-ft MOT = WVhHCG = 1352 lb-ft MOT = VhHCG = 473 lb-ft MR= (0.9-0.2Sds)Wp(B/2) = 1355 lb-ft MR = (0.9-0.2Sds)Wp(B/2) = 1355 lb-ft MR = (0.6-0.14Sds)Wp(B/2) = 898 lb-ft T = (MOT - MR) / dB = no net uplift T = (MOT - MR) / dB = no net uplift T = (MOT - MR) / dB = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 37 lbs Vconn = WVh / # conn shear = 74 lbs Vconn = Vh / # conn shear = 26 lbs Fp in "L" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 676 lb-ft MOT = WVhHCG = 1352 lb-ft MOT = VhHCG = 473 lb-ft MR= (0.9-0.2Sds)Wp(L/2) = 1891 lb-ft MR = (0.9-0.2Sds)Wp(L/2) = 1891 lb-ft MR = (0.6-0.14Sds)Wp(L/2) = 1252 lb-ft T = (MOT - MR) / dL = no net uplift T = (MOT - MR) / dL = no net uplift T = (MOT - MR) / dL = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 37 lbs Vconn = WVh / # conn shear = 74 lbs Vconn = Vh / # conn shear = 26 lbs Max Connection Forces:

Tmax = 0 lbs Tmax = 0 lbs Tmax = 0 lbs
Vmax = 37 lbs Vmax = 74 lbs Vmax = 26 lbs
Connection/Anchorage Notes:

STRENGTH SERVICE
AHU-1
STRENGTH @ 1.0E STRENGTH @ W SERVICE
Anchor unit w/ 1 connections per corner, 4 total. Omega-level demands on anchorage: T = 0 lbs/anchor, V = 74 lbs/anchor.

Anchorage OK by observation.

STRENGTH @ 1.0E STRENGTH @ W SERVICE
STRENGTH @ 1.0E STRENGTH @ W SERVICE
HCURB
HUNIT
HCG
L
B
B/2
±Fp
±Fp
W±Fv

09.1.24 V
3 -
C
R
B
-
8 -
0 -
1 A
1 6
A
2 2
A
3 C
A
4 -
0 B
1 0
B
2 0
B
3 :

E
1 A
4 1
B
2 1
C
E
1 D
-
F
2 A
3 0
4 -
L
5 A
F
5 B
E
5 C
-
0 6
A
D
6 B
0 6
C
-
A
7 0
8 A
9 0
10 0
11 V
12 0
13 -
0 14
A
0 14
B
-
D
15 A
16 0
17 0
18 0
19 0
20 0
21 0
22 0
23 AHU-1
Air Handling Unit Tag:

CFA-011-B-A-8-DJ00N:0-00-E0-00-000-L-HE0A-0000C00-0A000DB Condensing Unit Tag:

CU-1
Job Information
Job Name:

MLK Library Remodel
Job Number:

Job #130
Site Altitude:
0 ft
Refrigerant:

R-410A
Unit Information
Approx. Weights AHU / CU:
845 lbs / 1069 lbs (±5%)
Ambient Temperature (DB/WB):
100.0 °F / 71.0 °F
Coil Filter FV / Qty:
315.0 fpm / 4
Supply Airflow/ESP:
2800 SCFM / 0.45 in. w.g.

Outside Airflow:
1000 SCFM
Return Temperature (DB/WB):

75.0 °F / 62.0 °F
Static Pressure
External:

0.45 in. w.g.

Cooling Coil:

0.48 in. w.g.

Filters Clean:

0.23 in. w.g.

Dirt Allowance:

0.50 in. w.g.

Reheat Coil:

0.07 in. w.g.

Cabinet:

0.03 in. w.g.

Total:

1.76 in. w.g.

Heating Section
Preheat Type:

Std (No Preheat)
Primary Heat Type:

Heat Pump
Total Capacity:

79.6 MBH
OA Temp (DB/WB):

26.0 °F / 24.0 °F
RA Temp (DB/WB):

68.0 °F / 58.0 °F
Entering Air Temp (DB/WB):

53.0 °F / 47.9 °F
Leaving Air Temp (DB/WB):

75.5 °F / 57.4 °F
Fan Temp Rise:

1.3 Δ°F
Auxiliary Heating Type:

No Heat
AH Electrical Data
Rating:

Unit FLA:

Minimum Circuit Amp:

Maximum Overcurrent:

Qty
HP
VAC
Phase
RPM
FLA
RLA
Compressor 1:
1 208
3 16.9
Compressor 2:
1 208
3 15.6
Condenser Fan:
2 0.33
208
3 1140

2.8 Supply Fan:
1 2.00
208
3 1760

4.5 208V/3Ø/60Hz
5 6
15 CU Electrical Data
Rating:
42 38
208V/3Ø/60Hz
Maximum Overcurrent:

Minimum Circuit Amp:

Unit FLA:
50 SCCR:
5 KAIC
SCCR:
5 KAIC
Cooling Section
Gross
Net
Total Capacity:
112.3 MBH
108.0 MBH
Sensible Capacity:

95.9 MBH

91.7 MBH
Latent Capacity:

16.3 MBH
Supply Air Fan:
1 x RN185D70 @ 1.50 BHP Ea.

SA Fan RPM / Width:
1851 RPM / 2.904 in
SA Fan FEI:

1.19 Evaporator Coil:

7.1 ft² / 6 Rows / 12 FPI
Evaporator Face Velocity:
393.8 fpm
Mixed Air Temp (DB/WB):

83.9 °F / 65.4 °F
Entering Air Temp (DB/WB):

83.9 °F / 65.4 °F
Lv Air Temp (Coil) (DB/WB):

51.6 °F / 51.2 °F
Lv Air Temp (Unit) (DB/WB):

53.0 °F / 51.8 °F
Rating Information
Application EER @ Op. Conditions:

9.4 BTU/h·W
Application COP @ Op. Conditions:

2.81 W/W
Re-heat Coil:

Capacity:

69.3 MBH
Leaving Air Temp (DB/WB):

75.0 °F / 60.5 °F
Relative Humidity:

42.8%
Electrical Data
2425 South Yukon Ave • Tulsa, OK 74107 • Ph: (918) 583-2266 Ecat Version: 351.1
Split System Rating
Date Printed:8/26/2024 5:26:37 PM

Page 1 ends

Date Created/Modified:4/10/2024 12:35:34 PM Using Version:351.1 Last Modified By:Ian Bailey - DMG North - San Francisco-Bay Area, CA

09.1.25 ALL DIMENSIONS IN INCHES
Weight (Shipping/Operating)
845/845 ±5% lbs
Date
2024-08-26
Software Version

6.351.1
Drawing Engine Version

6.24.32.1 Clearances (FRONT/BACK/LEFT/RIGHT/TOP/BOTTOM) 6/DUCT/6/36/DUCT/6
Drawing Type
Unit Detail
Unit Configuration
V3-CRB-8-0-162C-000:E42E-FA0-LFE-0D0-A0A00V0-00-DA0000000 Job Name
MLK Library Remodel
Unit Tag
AHU-1
521
8 595
8 51
4 321
8431
8 731
4 311
2 24
47 8
185
8 7
185
8 43
61 2
33 MIXING BOX
V3C AHU

RIGHT SIDE

LEFT SIDE

09.1.26 ALL DIMENSIONS IN INCHES
Weight (Shipping/Operating)
845/845 ±5% lbs
Date
2024-08-26
Software Version

6.351.1
Drawing Engine Version

6.24.32.1 Clearances (FRONT/BACK/LEFT/RIGHT/TOP/BOTTOM) 6/DUCT/6/36/DUCT/6
Drawing Type
Unit Connections
Unit Configuration
V3-CRB-8-0-162C-000:E42E-FA0-LFE-0D0-A0A00V0-00-DA0000000 Job Name
MLK Library Remodel
Unit Tag
AHU-1
Connections
Key Description ø X Y
A Liq 1 0.50 43.86 33.50
B Suct 1 0.88 36.86 37.00
C Liq 2 0.50 43.86 31.00
D Suct 2 0.88 38.73 34.00
E Reheat In 0.62 43.86 36.00
A
B
C
D
E
367
8 383
4 437
8 595
8 431
8 31 331
2 34 36 37
731
4 09.1.27

ALL DIMENSIONS IN INCHES
Weight (Shipping/Operating)
845/845 ±5% lbs
Date
2024-08-26
Software Version

6.351.1
Drawing Engine Version

6.24.32.1 Clearances (FRONT/BACK/LEFT/RIGHT/TOP/BOTTOM) 6/DUCT/6/36/DUCT/6
Drawing Type
Unit Dimensions Detail
Unit Configuration
V3-CRB-8-0-162C-000:E42E-FA0-LFE-0D0-A0A00V0-00-DA0000000 Job Name
MLK Library Remodel
Unit Tag
AHU-1
273
8 331
8 431
8 731
4 09.1.28

ALL DIMENSIONS IN INCHES
Weight (Shipping/Operating)
1069/1069 ±5% lbs
Date
2024-08-26
Software Version

6.351.1
Drawing Engine Version

6.24.32.1 Clearances (FRONT/BACK/LEFT/RIGHT/TOP/BOTTOM) 36/6/30/36/OPEN/6
Drawing Type
Unit Detail
Unit Configuration
CFA-011-B-A-8-DJ00N:0-00-E0-00-000-L-HE0A-0000C00-0A000DB Job Name
MLK Library Remodel
Unit Tag
CU-1
463
4 94
57 593
4 RIGHT
LEFT

FRONT BACK
36810
13 10
28 A

A SECTION A-A
HIGH VOLTAGEø2
LOW VOLTAGEø3
4 SECTION B-B
2 423
B
B
A1
B1

CONFIGURABLE OPTIONS SHOWN

09.1.29 Base Mounted Equipment Anchorage Design - SEISMIC ASCE 7-16, Ch. 13 Unit Identification:

Tmax = 0 lbs Tmax = 0 lbs Tmax = 0 lbs
Vmax = 103 lbs Vmax = 155 lbs Vmax = 72 lbs
Connection/Anchorage Notes:

STRENGTH SERVICE
CU-3
No cutsheet yet
STRENGTH @ 1.0E STRENGTH @ W SERVICE
Anchor unit w/ 1 connections per corner, 4 total. Omega-level demands on anchorage: T = 0 lbs/anchor, V = 155 lbs/anchor.

Anchorage OK by observation.

STRENGTH @ 1.0E STRENGTH @ W SERVICE
STRENGTH @ 1.0E STRENGTH @ W SERVICE
HCURB
HUNIT
HCG
L
B
B/2
±Fp
±Fp
W±Fv

09.1.30 Base Mounted Equipment Anchorage Design - SEISMIC ASCE 7-16, Ch. 13
Unit Identification:

Wp = 250 lbs unit weight
ap and Rp obtained from ASCE 7-16, Tables 13.5-1 and 13.6-1 ap = 2.50 Rp = 3.00 Ip = 1.00 SDS = 0.519
z = 0.00 ft h = 1.00 ft Ωo = 1.5
Fp = (0.4[(ap)(SDS)(Ip)(1+2(z/h)]/Rp) x Wp = 0.173 Wp Fv = 0.2(SDS)Wp = 0.104 Wp Fp-MIN = 0.3(SDS)(Ip) x Wp = 0.156 Wp
Fp-MAX = 1.6(SDS)(Ip) x (Wp) = 0.830 Wp
Fp = Vh = 43 lbs 0.7Fp = Vh= 30 lbs
Fv = Vv = 26 lbs 0.7Fv = Vv = 18 lbs
Connection/Anchorage Notes:

Unit is suspended from the ceiling with bracing. Strength level Fp = 43 lbs and Fv = 26 lbs. Given 4 supports (one each corner) for Fv and 2 braces each orthagonal direction for Fp, supports and connection to structure are OK by observation.

RF-1 / RF-2
ceiling suspended

STRENGTH SERVICE

09.1.31 Job Name: SQ-18-M2 Cut Sheet
Tag: MK-1
Quantity: 1
Printed Date: October 21, 2024
Model: SQ-18-M2
Direct Drive Inline Fan
Standard Construction Features: Galvanized steel housing. Mixed flow wheel. Direct driven motor in the air stream.

Fan Configuration
Drive type Direct
Performance
Requested Volume (CFM) 6,000
Actual Volume (CFM) 6,000
Total External SP (in. wg) 1.2
Operating frequency (Hz) 54
Fan RPM 1,581
Operating Power (bhp) 1.96
Startup Power (bhp) 2.7
FEI 1.29
FEP Input Power (kw) 1.77
Air Stream Temp (F) 70
Start-up Temp (F) 70
Air Density (lbs/ft^3) 0.072
Elevation (ft) 1000
Static Efficiency (%) 58
Outlet Velocity (ft/min) 1,222
Motor
Size (hp) 3
V/C/P 208/60/3
NEC FLA (Amps) 10.6
Min Circuit Ampacity (MCA) 13.2
Max Overload Production (MOP) 20
Fan curve
Brake horsepower curve
Operating Point SP
Operating Bhp point
Max system curve
System curve
1 Do not operate in shaded area
System
Volume (CFM) x 1000
0 1 2 3 4 5 6 7 8
Static Pressure (in. wg)
0 0.4

0.8 1.2

1.6 2

2.4 2.8

3.2 Brake Horsepower (BHP)
0 0.3

0.6 0.9

1.2 1.5

1.8 2.1

2.4 Sound
Octave Bands (hz) LwA dBA Sones

62.5 125 250 500 1000 2000 4000 8000
Inlet 74 81 76 75 74 73 73 71 81 69 19.1
Outlet 83 80 78 81 80 76 75 72 84 73 22
Radiated 76 75 71 67 65 62 61 58 71 59 10.4
Greenheck Fan Corporation certifies that the model shown herein is licensed to bear the AMCA Seal. The ratings shown are based on tests and procedures performed in accordance with AMCA
Publication 211 and AMCA Publication 311 and comply with the requirements of the AMCA Certified Ratings Program.The AMCA certified ratings seal applies to sound and air performance and FEI ratings only.Performance certified is for installation type B: Free inlet, ducted outlet.Power rating does not include transmission losses.Performance ratings do not include the effects of appurtenances.The AMCA licensed air and/or sound performance data has been modified for installation, appurtenances, etc. not included in the certified data. The modified performance is not AMCA licensed but is provided to aid in selection and applications of the product.The sound ratings shown are loudness values in hemispherical sones at 1.5 m (5 ft) in a hemispherical free field calculated per ANSI/AMCA Standard 301.Values shown are for Installation Type B: free inlet hemispherical sone levels.dBA levels are not licensed by AMCA International. The AMCA Certified Ratings Seal for Sound applies to inlet sone ratings only.

FLA - based on tables 150 or 148 of National Electric Code 2002. Actual motor FLA may vary, for sizing thermal overload, consult factory.

MCA and MOP values shown only account for the motor, not accessories (damper actuator, field supplied VFD, etc.).

Page 1 of 2 ends

09.1.32 Job Name: SQ-18-M2 Cut Sheet
T ag: MK-1
Quantity: 1
Printed Date: October 21, 2024
Dimensions and Weights
Label Value Description
- 22.25 Wheel Diameter (in)
- 205 Weight w/o accessories (lbs)
A 30 Overall Height (in)
B 30 Overall Width (in)
C 27 Overall Length (in)
- 26.59 Inlet Width (in)
- 26.59 Inlet Height (in)
- 26.59 Outlet Width (in)
- 26.59 Outlet Height (in)
*All dimensions are in inches.

Page 2 of 2 ends

09.1.33 CLI
ENTBYSHEET NO.

DATE

PROJECT
PROJECT NO.

09.2.1 09.2 AV EQUIPMENT ANCHORAGE

MLK LIBRARY REPAIR
2023-0387
10-18-24
G4
AB

83.125 [2111]

OVERALL HEIGHT

HOST CABINET

USEABLE RACKING
MRK-4426AXS-Z4

MODEL NO
41 x 1.75 = 71.75
HEIGHT "URH"
22 [559] *

OVERALL WIDTH

HOST CABINET
"A" "B"
* SIDE PANELS ADD .625 [15,9] TO EACH SIDE WHERE APPLICABLE

47.5 [1207] TO 48.5 [1232]
FRAME ROLL OUT "F"OVERALL DEPTH

26.4 [671]

HOST CABINET
"C"
20 [508]
FRAME DEPTH "D"

1.5 [38]
SETBACK "E" **

MINIMUM RAIL
MRK-4426AXS-Z4
** MINIMUM RAIL SETB
* SIDE PANELS ADD .6
TKN5 TKN4
TKN3
TKN1
TKN2TKN1
TKN2
400#
TKN13 TKN13
"URH"
"A"
"F"
150°
MAX
"B"
"D"
"C"
"E"
1A FRONT VIEW
NTS 1B SIDE
- FULLY EXTENDED
NTS 1
G
CoG for rollout (assumed)
D/2
C/2
G/3
EQUIPMENT RACK - R35 (R28 SIMILAR)
Wp = 800#
H_COG = 2/3 * A
= 55.4 IN
e = 2/3 * (F+C/2-D/2)
= 34.5 in
e
5A
_
_
1A
TYP AT 4 CORNERS
2'-0 5/16"
[616.
87]
8X 7/16"
[11.10]
1'-7 7/8"
[504.83]
1'-5 1/8"
[434.98]
1'-9 1/2"
[546.26]
1D BOTTOM - CLOSED POSITION SHOWN
NTS

K SYSTEM, FIXED ENCLOSURE
s1
s2

CLI
ENTBYSHEET NO.

DATE

PROJECT
PROJECT NO.

09.2.2 AV EQUIPMENT ANCHORAGE

MLK LIBRARY REPAIR
2023-0387
10-18-24
G4
AB

SEISMIC COMPONENT FORCE
ASCE 7-16, Ch. 13
Component Description
or ASCE 7 Classification: AV EQUIPMENT RACK
Building Parameters:

SDS = 0.519 short-period acceleration factor
h = 1.00 ft average roof height
Fv = 0.2(SDS) x Wp = 0.104 Wp vertical component force
Component Specific Parameters:
z = 0.00 ft attachment height of component
Ip = 1.00 importance factor
ap = 1.00 ap obtained from ASCE 7-16, Tables 13.5-1 and 13.6-1 Rp = 2.50 Rp obtained from ASCE 7-16, Tables 13.5-1 and 13.6-1 Ωo = 2.0 Ωo obtained from ASCE 7-16, Tables 13.5-1 and 13.6-1, for anchorage to concrete or masonry
Component Force Equations:

Fp-EQN = (0.4[(ap)(SDS)(Ip)(1+2(z/h)]/Rp) x Wp = 0.083 Wp component force as calculated per component parameters Fp-MIN = 0.3(SDS)(Ip) x Wp = 0.156 Wp minimum component force Fp-MAX = 1.6(SDS)(Ip) x Wp = 0.830 Wp maximum component force Design Forces:

Fp = 0.156 Wp STRENGTH component force
ΩoFp = 0.311 Wp STRENGTH component force WITH OVERSTRENGTH

0.7Fp = 0.109 Wp SERVICE component force

0.7ΩoFp = 0.218 Wp SERVICE component force WITH OVERSTRENGTH Fv = 85#
Fp = 127#
top anchored to metal stud wall,
bottom anchored to wood floor; no
omega required
RACK IS TO BE ANCHORED AT TOP AND BOTTOM.

THEREFORE, THERE IS NO OVERTURNING MOMENT.

TKN1
5 TKN14
Fp/2
Fp/2
TKN1
TKN2
1 11/16"
[42.35]

19.125
[486]
2'-0 3/8"
[619.77]
1'-8 13/16"
[528.33]

TOP - OPEN POSITI

ON SHOWN
e
Fp_x
Fp_y
FOR 100%-30% COMBINATION,
DUE TO ECCENTRICITY IN OPEN POSITION, 100%Y+30%X GOVERNS AT TOP AND BOTTOM REACTIONS:

Rx = 100% * (Fp/2 * e/s1) + 30% * (Fp/2 / 2)
= 138#
Ry = 100% * (Fp/2 / 2)
= 33#
Ry
Rx
PLAN
CLI
ENTBYSHEET NO.

DATE

PROJECT
PROJECT NO.

09.2.3 AV EQUIPMENT ANCHORAGE

MLK LIBRARY REPAIR
2023-0387
10-18-24
G4
AB
AT TOP AND BOTTOM REACTIONS:

Rx = 138#
Ry = 33#
BOTTOM: AT EACH REACTION, RESISTED BY (2) ANCHORS IN SHEAR TKN1
TKN2
1 11/16"
[42.35]

19.125
[486]
2'-0 3/8"
[619.77]
1'-8 13/16"
[528.33]

TOP - OPEN POSITI

ON SHOWN
e
Fp_x
Fp_y
Ry
Rx
PLAN
R = srss(Rx, Ry)
= 141#
R_anchor = R/2
= 72#
R_anchor_allowable =

0.7*R_anchor
= 50#
use min simpson 1/4" SDS
into 3/4" plywood floor --> ok
by inspection
BOTTOM: AT EACH REACTION, RESISTED BY (2) SDS screws into metal studs/backing AT TOP AND BOTTOM REACTIONS:

Rx_a = 0.7*Rx
= 96#
Ry_a = 0.7*Ry
= 23#
Allowable Screw Connection Capacity (lbs)
Thickness
(Mils)
Design
Thickness
Fy
Yield
(k
si)
Fu
Tensile
(k
si)
#6 Screw #8 Screw #10 Screw #12 Screw ¼" Screw
(Pss = 643 lbs, Pts = 419 lbs) (Pss= 1278 lbs, Pts = 586 lbs) (Pss= 1644 lbs, Pts = 1158 lbs) (Pss= 2330 lbs, Pts = 2325 lbs) (Pss= 3048 lbs, Pts = 3201 lbs)

0.138" dia, 0.272" Head 0.164" dia, 0.272" Head 0.190" dia, 0.340" Head 0.216" dia, 0.340" Head 0.250" dia, 0.409" Head Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 33 0.0346 33 45 151 61 140 164 72 195 177 84 265 188 95 265 203 110 318 43 0.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1,016 396 1,067 54 0.0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752 68 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 65 214 140 140 426 195 195 548 356 386 777 405 775 1,016 468 1,067 118 0.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1,016 572 1,067 (2) #10 screws into 20ga min metal
Ta = 84*2 = 168#
Va = 177*2 = 354#
Rx_a/Ta + Ry_a/Va <1.0 --> ok
TKN1
5 TKN14
NTS
(E) PLYWOOD FLOOR
ADD 3x BLOCKING AT

ANCHORS
(4) 3/8"x3"DIA

LAG SCREWS

INTO BLOCKING

BLOCKING TO MATCH

GAGE OF WALL STUDS

METAL STUD WALL
BEYOND
(2) #10 SMS TYP
16GA BENT PL
X 6" LONG
(2) #10 SMS TYP
2"
CLI
ENTBYSHEET NO.

DATE

PROJECT
PROJECT NO.

09.3.1 09.3 LIBRARY STACKING ANCHORAGE

MLK LIBRARY REPAIR
2023-0387
10-28-24
G4
AB
UNIT 1: single sided unit with 12" shelves, 3'-0" long
worst case per shelving schedule: 84" high, 7 shelves
66" high single sided unit = 78# --> assume 84" unit = 99# (interpolation) (add 33 plf per shelf for weight of paper media live load) Wp1 = 99# + 7*33 plf * 3.0 ft
= 330#
UNIT 2: double sided unit with/ 12” shelves, 3'-0" long – 134 lbs. worst case per shelving schedule: 66" high, 4 shelves
(add 33 plf * 2 sides = 66 plf per shelf for weight of paper media live load) Wp2 = 134# + 4*66 plf * 3.0 ft
= 926#
UNIT 2
UNIT 1
66"
66"
1/4" screw
1/4" screw
1/4" screw

ANCHORAGE GEOMETRY CUTSHEET FROM MFR
Base Mounted Equipment Anchorage Design - SEISMIC
ASCE 7-16, Ch. 13 Unit Identification:

Wp = 330 lbs unit weight
B = 13.50 in unit width
dB dir anchors = 11.88 in dist btwn anchors (B dir.)
L = 36.00 in unit length
dL dir anchors = 33.00 in dist btwn anchors (L dir.)
HUNIT = 84.00 in unit height
HCG_EQUIP = 56.00 in center of gravity height (equip)
HCURB = 0.00 in curb height
HCG = 56.00 in (includes curb height)
ap and Rp obtained from ASCE 7-16, Tables 13.5-1 and 13.6-1 ap = 1.00 Rp = 2.50 Ip = 1.00 SDS = 0.519
z = 0.33 ft h = 1.00 ft Ωo = 2.0
Fp = (0.4[(ap)(SDS)(Ip)(1+2(z/h)]/Rp) x Wp = 0.138 Wp Fv = 0.2(SDS)Wp = 0.104 Wp Fp-MIN = 0.3(SDS)(Ip) x Wp = 0.156 Wp
Fp-MAX = 1.6(SDS)(Ip) x (Wp) = 0.830 Wp
Fp = Vh = 51 lbs 0.7Fp = Vh= 36 lbs
Fv = Vv = 34 lbs 0.7Fv = Vv = 24 lbs
Unit Anchorage:

Fp in "B" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 240 lb-ft MOT = Ω VhHCG = 480 lb-ft MOT = VhHCG = 168 lb-ft MR= (0.9-0.2Sds)Wp(B/2) = 148 lb-ft MR = (0.9-0.2Sds)Wp(B/2) = 148 lb-ft MR = (0.6-0.14Sds)Wp(B/2) = 98 lb-ft T = (MOT - MR) / dB = 93 lbs T = (MOT - MR) / dB = 335 lbs T = (MOT - MR) / dB = 71 lbs Tconn = T / # conn tension = 46 lbs Tconn = T / # conn tension = 168 lbs Tconn = T / # conn tension = 35 lbs Vconn = Vh / # conn shear = 13 lbs Vconn = Ω Vh / # conn shear = 26 lbs Vconn = Vh / # conn shear = 9 lbs Fp in "L" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 240 lb-ft MOT = Ω VhHCG = 480 lb-ft MOT = VhHCG = 168 lb-ft MR= (0.9-0.2Sds)Wp(L/2) = 394 lb-ft MR = (0.9-0.2Sds)Wp(L/2) = 394 lb-ft MR = (0.6-0.14Sds)Wp(L/2) = 261 lb-ft T = (MOT - MR) / dL = no net uplift T = (MOT - MR) / dL = 31 lbs T = (MOT - MR) / dL = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = 16 lbs Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 13 lbs Vconn = Ω Vh / # conn shear = 26 lbs Vconn = Vh / # conn shear = 9 lbs Max Connection Forces:

Tmax = 46 lbs Tmax = 168 lbs Tmax = 35 lbs
Vmax = 13 lbs Vmax = 26 lbs Vmax = 9 lbs
Connection/Anchorage Notes:

SHELVING UNIT 1
STRENGTH @ 1.0E STRENGTH @ Ω SERVICE

STRENGTH SERVICE
STRENGTH @ 1.0E STRENGTH @ Ω SERVICE
STRENGTH @ 1.0E STRENGTH @ Ω SERVICE
HCU RB
HUNIT
HCG
L
B
B/2
±
Fp
±Fp
W±Fv

09.3.2 0.7Fp/2

0.7Fp/2
(2) SCREWS INTO

WOOD/METAL STUD WALL
AT TOP; (2) SCREWS INTO

WOOD FLOOR JOISTS
--> NO OVERTURNING

SHEAR/TENSION DEMAND IN EACH

SCREW (DEPENDING ON
DIRECTION):
= 9 LB --> NOMINAL ATTACHMENT

ACCEPTABLE

SHEAR DEMAND IN EACH
SCREW:
= 9 LB --> NOMINAL

ATTACHMENT

ACCEPTABLE
Base Mounted Equipment Anchorage Design - SEISMIC
ASCE 7-16, Ch. 13 Unit Identification:

Wp = 926 lbs unit weight
B = 24.50 in unit width
dB dir anchors = 21.88 in dist btwn anchors (B dir.)
L = 36.00 in unit length
dL dir anchors = 33.00 in dist btwn anchors (L dir.)
HUNIT = 66.00 in unit height
HCG_EQUIP = 44.00 in center of gravity height (equip)
HCURB = 0.00 in curb height
HCG = 44.00 in (includes curb height)
ap and Rp obtained from ASCE 7-16, Tables 13.5-1 and 13.6-1 ap = 1.00 Rp = 2.50 Ip = 1.00 SDS = 0.519
z = 0.33 ft h = 1.00 ft Ωo = 2.0
Fp = (0.4[(ap)(SDS)(Ip)(1+2(z/h)]/Rp) x Wp = 0.138 Wp Fv = 0.2(SDS)Wp = 0.104 Wp Fp-MIN = 0.3(SDS)(Ip) x Wp = 0.156 Wp
Fp-MAX = 1.6(SDS)(Ip) x (Wp) = 0.830 Wp
Fp = Vh = 144 lbs 0.7Fp = Vh= 101 lbs
Fv = Vv = 96 lbs 0.7Fv = Vv = 67 lbs
Unit Anchorage:

Fp in "B" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 529 lb-ft MOT = Ω VhHCG = 1057 lb-ft MOT = VhHCG = 370 lb-ft MR= (0.9-0.2Sds)Wp(B/2) = 753 lb-ft MR = (0.9-0.2Sds)Wp(B/2) = 753 lb-ft MR = (0.6-0.14Sds)Wp(B/2) = 498 lb-ft T = (MOT - MR) / dB = no net uplift T = (MOT - MR) / dB = 167 lbs T = (MOT - MR) / dB = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = 84 lbs Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 36 lbs Vconn = Ω Vh / # conn shear = 72 lbs Vconn = Vh / # conn shear = 25 lbs Fp in "L" Direction
# connections shear 4
# connections tension 2
MOT = VhHCG = 529 lb-ft MOT = Ω VhHCG = 1057 lb-ft MOT = VhHCG = 370 lb-ft MR= (0.9-0.2Sds)Wp(L/2) = 1106 lb-ft MR = (0.9-0.2Sds)Wp(L/2) = 1106 lb-ft MR = (0.6-0.14Sds)Wp(L/2) = 732 lb-ft T = (MOT - MR) / dL = no net uplift T = (MOT - MR) / dL = no net uplift T = (MOT - MR) / dL = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Tconn = T / # conn tension = no net uplift Vconn = Vh / # conn shear = 36 lbs Vconn = Ω Vh / # conn shear = 72 lbs Vconn = Vh / # conn shear = 25 lbs Max Connection Forces:

Tmax = 0 lbs Tmax = 84 lbs Tmax = 0 lbs
Vmax = 36 lbs Vmax = 72 lbs Vmax = 25 lbs
Connection/Anchorage Notes:

STRENGTH @ 1.0E STRENGTH @ Ω SERVICE
STRENGTH @ 1.0E STRENGTH @ Ω SERVICE
STRENGTH @ 1.0E STRENGTH @ Ω SERVICE
SHELVING UNIT 2

STRENGTH SERVICE
HCU RB
HUNIT
HCG
L
B
B/2
±
Fp
±Fp
W±Fv

09.3.3 for anchorage to to wood floor joists, demand is very small; nominal connection via screw will work.

Group 4 Architecture Research + Planning CITY OF SACRAMENTO - Martin Luther King, Jr. Library Remodel
PART 1 - Group4 Project No. 23604-01 Back Check Submission November 01, 2024 APENDIX B-1
APPENDIX B:

FIRE PROTECTION HYDRAULIC C

ALCULATIONS
Group 4 Architecture Research + Planning CITY OF SACRAMENTO - Martin Luther King, Jr. Library Remodel
PART 1 - Group4 Project No. 23604-01 Back Check Submission November 01, 2024 APENDIX B-2
This Page Intentionally Left Blank

IMEG
901 VIA PIEMONTE
ONTARIO, CA. 91764

HYDRAULIC CALCULATION
MARTIN LUTHER KING JR.

LIBRARY REMODEL

DRAWING NUMBER: FP2.4-1 DATE: 09/26/24

-DESIGN DATA-
REMOTE AREA NUMBER: REMOTE AREA LOCATION: LIBRARY HIGH ROOF

OCCUPANCY CLASSIFICATION: LIGHT HAZARD

DENSITY: .10 gpm/sq. ft.

AREA OF APPLICATION: 1959 sq. ft.

COVERAGE PER SPRINKLER: 145 sq. ft.

TYPE OF SPRINKLERS CALCULATED: RA3415
NUMBER OF SPRINKLERS CALCULATED: 17

*IN-RACK SPRINKLER DEMAND: NA gpm
HOSE-STREAM DEMAND: 100 gpm
TOTAL WATER REQUIRED (INCLUDING HOSE): 424 gpm
FLOW AND PRESSURE (AT BASE OF RISER): 324 gpm @ 39.3 psi

TYPE OF SYSTEM: WET PIPE
*DETAILS:

WATER SUPPLY
Source: -EXISTING HYDRANT 603
CITY OF SACRAMENTO - DEPT. OF UTILITIES - 06/06/24
Location: HYDRANT 603 NEAR NW CORNER OF 24TH ST BYPASS & 24TH ST

Static: 55 psi Residual: 50 psi: @ 2068 gpm
20 PSI @ 4371 GPM
Source Elevation Relative to Finished Floor Level: -3'-6" ft.

INSTALLING CONTRACTOR
Name:

Address:

Phone: Certification number:

NAME OF DESIGNER: BRIAN K WILLIAMS

AUTHORITY HAVING JURISDICTION:

NOTES:

Calculations performed by HASS under license # 64856716 , granted by HRS SYSTEMS, INC.
(Notes continue after pipe calculations results.)
DATE: 11/13/2024 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2

WATER SUPPLY ANALYSIS
Static: 50.00 psi Resid: 20.00 psi Flow: 4371.0 gpm
-14.7

0.0 10.0

20.0 30.0

40.0 50.0

60.0 100015002000 2500 3000 3500 4000 4500 5000

FLOW (GPM)
Note: (1) Dashed Lines indicate extrapolated values from Test Results G
A
U
G
E

P
R
E
S
S
U
R
E

(
p
s
i
)
A1
2 B
LEGEND
1 Available pressure

49.60 psi @ 424.0 gpm
2 Required pressure

45.09 psi @ 424.0 gpm
A. Source Supply Curve
B. System Demand Curve
DATE: 11/13/2024 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3

NFPA WATER SUPPLY DATA

SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.

TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)

SOURCE 50.0 20.0 4371.0 49.6 424.0 45.1 AGGREGATE FLOW ANALYSIS:

TOTAL FLOW AT SOURCE 424.0 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 100.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 324.0 GPM

NODE ANALYSIS DATA

NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM)
A 23.4 K= 5.60 9.7 17.4 B 20.3 K= 5.60 11.6 19.1 C 17.2 K= 5.60 13.9 20.9 D 23.4 K= 5.60 9.8 17.5 E 20.3 K= 5.60 11.8 19.2 F 17.2 K= 5.60 14.1 21.0 G 23.4 K= 5.60 9.3 17.1 H 20.3 K= 5.60 11.2 18.8 I 17.2 K= 5.60 13.9 20.9 J 20.5 K= 5.60 14.5 21.3 K 17.7 K= 5.60 16.5 22.8 L 17.8 K= 5.60 16.7 22.9 M 16.3 K= 5.60 17.8 23.6 N 24.0 K= 5.60 7.0 14.8 O 24.0 K= 5.60 7.3 15.2 P 24.0 K= 5.60 7.8 15.6 Q 24.0 K= 5.60 8.2 16.0 1 20.7 - - - - 12.1 - - - 2 17.2 - - - - 14.7 - - - 3 15.5 - - - - 17.6 - - - 4 15.5 - - - - 19.0 - - - 5 10.3 - - - - 23.2 - - - 6 10.3 - - - - 24.9 - - - 7 20.7 - - - - 12.3 - - - 8 17.2 - - - - 14.8 - - - 9 15.5 - - - - 17.8 - - - 10 10.3 - - - - 22.8 - - - 11 10.3 - - - - 24.5 - - - 12 20.7 - - - - 11.7 - - - 13 17.2 - - - - 14.2 - - - 14 15.5 - - - - 17.1 - - - 15 15.5 - - - - 18.4 - - - 16 10.3 - - - - 22.6 - - - 17 10.3 - - - - 24.3 - - - 18 18.1 - - - - 17.2 - - - DATE: 11/13/2024 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4

NODE ANALYSIS DATA

NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM)
19 15.5 - - - - 19.9 - - - 20 15.5 - - - - 20.7 - - - 21 10.3 - - - - 23.6 - - - 22 10.3 - - - - 24.2 - - - 23 15.5 - - - - 19.4 - - - 24 10.3 - - - - 23.2 - - - 25 10.3 - - - - 24.2 - - - 26 15.5 - - - - 19.2 - - - 27 10.3 - - - - 23.1 - - - 28 10.3 - - - - 24.2 - - - 29 24.5 - - - - 7.6 - - - 30 24.5 - - - - 8.5 - - - 31 24.5 - - - - 9.6 - - - 32 25.1 - - - - 10.5 - - - 33 15.5 - - - - 20.0 - - - 34 10.3 - - - - 23.9 - - - 35 10.3 - - - - 29.2 - - - 36 9.6 - - - - 29.8 - - - 37 9.6 - - - - 30.1 - - - 38 8.6 - - - - 30.9 - - - 39 8.6 - - - - 33.0 - - - 40 8.2 - - - - 33.5 - - - TOR 8.2 - - - - 34.6 - - - BOR 0.5 HOSE STREAM 39.3 100.0 S1 -3.5 - - - - 41.1 - - - S2 -3.5 - - - - 42.7 - - - S3 -3.5 - - - - 44.7 - - - S4 -3.5 - - - - 45.1 - - - SOURCE -3.5 SOURCE 45.1 424.0 DATE: 11/13/2024 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 NFPA PIPE DATA 5
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 5.60 17.4 Disch 10.33 120 2.4 1 20.7 12.1 0.0 1.000 E: 2.0 2.00 1.2 A 23.4 9.7 17.4 1.049 12.33 0.101 1.2 Pipe: 2 5.60 19.1 Disch 0.33 120 0.5 1 20.7 12.1 0.0 1.000 T: 5.0 5.00 -0.1 B 20.3 11.6 19.1 1.049 5.33 0.119 0.6 Pipe: 3 0.0 19.1 B 10.00 120 2.6 2 17.2 14.7 17.4 A 1.250 ---- 0.00 1.5 1 20.7 12.1 36.5 1.380 10.00 0.104 1.0 Pipe: 4 5.60 20.9 Disch 0.33 120 0.8 2 17.2 14.7 0.0 1.000 T: 5.0 5.00 -0.0 C 17.2 13.9 20.9 1.049 5.33 0.141 0.8 Pipe: 5 0.0 20.9 C 6.25 120 2.9 3 15.5 17.6 36.5 1 1.250 E: 3.0 3.00 0.7 2 17.2 14.7 57.4 1.380 9.25 0.241 2.2 Pipe: 6 0.0 0.0 2.58 120 1.3 4 15.5 19.0 57.4 2 1.250 E: 3.0 3.00 -0.0 3 15.5 17.6 57.4 1.380 5.58 0.241 1.3 Pipe: 7 0.0 0.0 5.16 120 4.2 5 10.3 23.2 57.4 3 1.250 E: 3.0 3.00 2.2 4 15.5 19.0 57.4 1.380 8.16 0.241 2.0 Pipe: 8 0.0 0.0 1.25 120 1.7 6 10.3 24.9 57.4 4 1.250 T: 6.0 6.00 -0.0 5 10.3 23.2 57.4 1.380 7.25 0.241 1.7 Pipe: 9 0.0 208.9 17 16.92 120 0.4 6 10.3 24.9 57.8 10 4.000 ---- 0.00 -0.0 11 10.3 24.5 266.6 4.026 16.92 0.022 0.4 Pipe: 10 5.60 17.5 Disch 10.33 120 2.5 7 20.7 12.3 0.0 1.000 E: 2.0 2.00 1.2 D 23.4 9.8 17.5 1.049 12.33 0.102 1.3 Pipe: 11 5.60 19.2 Disch 0.33 120 0.5 7 20.7 12.3 0.0 1.000 T: 5.0 5.00 -0.1 E 20.3 11.8 19.2 1.049 5.33 0.121 0.6 Pipe: 12 0.0 19.2 E 10.00 120 2.6 8 17.2 14.8 17.5 D 1.250 ---- 0.00 1.5 7 20.7 12.3 36.7 1.380 10.00 0.105 1.1 DATE: 11/13/2024 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 5.60 21.0 Disch 0.33 120 0.8 8 17.2 14.8 0.0 1.000 T: 5.0 5.00 -0.0 F 17.2 14.1 21.0 1.049 5.33 0.143 0.8 Pipe: 14 0.0 21.0 F 6.25 120 3.0 9 15.5 17.8 36.7 7 1.250 E: 3.0 3.00 0.7 8 17.2 14.8 57.8 1.380 9.25 0.243 2.3 Pipe: 15 0.0 0.0 5.16 120 5.0 10 10.3 22.8 57.8 8 1.250 2E: 6.0 6.00 2.2 9 15.5 17.8 57.8 1.380 11.16 0.243 2.7 Pipe: 16 0.0 0.0 1.25 120 1.8 11 10.3 24.5 57.8 9 1.250 T: 6.0 6.00 -0.0 10 10.3 22.8 57.8 1.380 7.25 0.243 1.8 Pipe: 17 0.0 152.2 22 16.92 120 0.2 11 10.3 24.5 56.7 16 4.000 ---- 0.00 -0.0 17 10.3 24.3 208.9 4.026 16.92 0.014 0.2 Pipe: 18 5.60 17.1 Disch 10.33 120 2.4 12 20.7 11.7 0.0 1.000 E: 2.0 2.00 1.2 G 23.4 9.3 17.1 1.049 12.33 0.097 1.2 Pipe: 19 5.60 18.8 Disch 0.33 120 0.5 12 20.7 11.7 0.0 1.000 T: 5.0 5.00 -0.1 H 20.3 11.2 18.8 1.049 5.33 0.116 0.6 Pipe: 20 0.0 18.8 H 10.00 120 2.5 13 17.2 14.2 17.1 G 1.250 ---- 0.00 1.5 12 20.7 11.7 35.8 1.380 10.00 0.101 1.0 Pipe: 21 5.60 20.9 Disch 0.33 120 0.3 13 17.2 14.2 0.0 1.000 E: 2.0 2.00 -0.0 I 17.2 13.9 20.9 1.049 2.33 0.141 0.3 Pipe: 22 0.0 20.9 I 6.25 120 2.9 14 15.5 17.1 35.8 12 1.250 E: 3.0 3.00 0.7 13 17.2 14.2 56.7 1.380 9.25 0.235 2.2 Pipe: 23 0.0 0.0 2.58 120 1.3 15 15.5 18.4 56.7 13 1.250 E: 3.0 3.00 -0.0 14 15.5 17.1 56.7 1.380 5.58 0.235 1.3 Pipe: 24 0.0 0.0 5.16 120 4.2 16 10.3 22.6 56.7 14 1.250 E: 3.0 3.00 2.2 15 15.5 18.4 56.7 1.380 8.16 0.235 1.9 Pipe: 25 0.0 0.0 1.25 120 1.7 17 10.3 24.3 56.7 15 1.250 T: 6.0 6.00 -0.0 16 10.3 22.6 56.7 1.380 7.25 0.235 1.7 DATE: 11/13/2024 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 0.0 108.1 25 8.08 120 0.1 17 10.3 24.3 44.1 21 4.000 ---- 0.00 -0.0 22 10.3 24.2 152.2 4.026 8.08 0.008 0.1 Pipe: 27 5.60 21.3 Disch 9.33 120 2.7 18 18.1 17.2 0.0 1.000 E: 2.0 2.00 1.0 J 20.5 14.5 21.3 1.049 11.33 0.146 1.7 Pipe: 28 5.60 22.8 Disch 0.33 120 0.7 18 18.1 17.2 0.0 1.000 T: 5.0 5.00 -0.2 K 17.7 16.5 22.8 1.049 5.33 0.165 0.9 Pipe: 29 0.0 22.8 K 7.83 120 2.7 19 15.5 19.9 21.3 J 1.250 E: 3.0 3.00 1.1 18 18.1 17.2 44.1 1.380 10.83 0.148 1.6 Pipe: 30 0.0 0.0 2.25 120 0.8 20 15.5 20.7 44.1 18 1.250 E: 3.0 3.00 -0.0 19 15.5 19.9 44.1 1.380 5.25 0.148 0.8 Pipe: 31 0.0 0.0 5.16 120 2.9 21 10.3 23.6 44.1 19 1.500 E: 4.0 4.00 2.2 20 15.5 20.7 44.1 1.610 9.16 0.070 0.6 Pipe: 32 0.0 0.0 1.25 120 0.6 22 10.3 24.2 44.1 20 1.500 T: 8.0 8.00 -0.0 21 10.3 23.6 44.1 1.610 9.25 0.070 0.6 Pipe: 33 0.0 85.2 28 2.92 120 0.0 22 10.3 24.2 22.9 24 4.000 ---- 0.00 -0.0 25 10.3 24.2 108.1 4.026 2.92 0.004 0.0 Pipe: 34 5.60 22.9 Disch 8.42 120 2.7 23 15.5 19.4 0.0 1.000 E: 2.0 2.00 1.0 L 17.8 16.7 22.9 1.049 10.42 0.167 1.7 Pipe: 35 0.0 0.0 5.16 120 3.8 24 10.3 23.2 22.9 L 1.000 2E: 4.0 4.00 2.2 23 15.5 19.4 22.9 1.049 9.16 0.167 1.5 Pipe: 36 0.0 0.0 1.25 120 1.0 25 10.3 24.2 22.9 23 1.000 T: 5.0 5.00 -0.0 24 10.3 23.2 22.9 1.049 6.25 0.167 1.0 Pipe: 37 0.0 61.6 34 6.83 120 0.0 25 10.3 24.2 23.6 27 4.000 ---- 0.00 -0.0 28 10.3 24.2 85.2 4.026 6.83 0.003 0.0 Pipe: 38 5.60 23.6 Disch 4.16 120 1.4 26 15.5 19.2 0.0 1.000 E: 2.0 2.00 0.4 M 16.3 17.8 23.6 1.049 6.16 0.177 1.1 DATE: 11/13/2024 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 39 0.0 0.0 5.16 120 3.9 27 10.3 23.1 23.6 M 1.000 2E: 4.0 4.00 2.2 26 15.5 19.2 23.6 1.049 9.16 0.177 1.6 Pipe: 40 0.0 0.0 1.25 120 1.1 28 10.3 24.2 23.6 26 1.000 T: 5.0 5.00 -0.0 27 10.3 23.1 23.6 1.049 6.25 0.177 1.1 Pipe: 41 0.0 0.0 126.25 120 0.2 28 10.3 24.2 61.6 33 4.000 2E:20.0 40.00 -0.0 34 10.3 23.9 61.6 4.026 T:20.0 166.25 0.001 0.2 Pipe: 42 5.60 14.8 Disch 8.92 120 0.6 29 24.5 7.6 0.0 1.000 E: 2.0 2.00 -0.2 N 24.0 7.0 14.8 1.049 10.92 0.075 0.8 Pipe: 43 5.60 15.2 Disch 4.08 120 0.3 29 24.5 7.6 0.0 1.000 E: 2.0 2.00 -0.2 O 24.0 7.3 15.2 1.049 6.08 0.078 0.5 Pipe: 44 0.0 15.2 O 12.00 120 0.9 30 24.5 8.5 14.8 N 1.250 ---- 0.00 -0.0 29 24.5 7.6 30.0 1.380 12.00 0.072 0.9 Pipe: 45 5.60 15.6 Disch 8.92 120 0.7 30 24.5 8.5 0.0 1.000 E: 2.0 2.00 -0.2 P 24.0 7.8 15.6 1.049 10.92 0.082 0.9 Pipe: 46 5.60 16.0 Disch 4.08 120 0.3 30 24.5 8.5 0.0 1.000 E: 2.0 2.00 -0.2 Q 24.0 8.2 16.0 1.049 6.08 0.086 0.5 Pipe: 47 0.0 16.0 Q 4.42 120 1.1 31 24.5 9.6 30.0 29 1.500 E: 4.0 4.00 -0.0 30 24.5 8.5 61.6 1.610 8.42 0.129 1.1 Pipe: 48 0.0 0.0 1.42 120 1.0 32 25.1 10.5 61.6 30 1.500 2E: 8.0 8.00 -0.3 31 24.5 9.6 61.6 1.610 9.42 0.129 1.2 Pipe: 49 0.0 0.0 33.00 120 9.5 33 15.5 20.0 61.6 31 1.500 2E: 8.0 8.00 4.2 32 25.1 10.5 61.6 1.610 41.00 0.129 5.3 Pipe: 50 0.0 0.0 5.25 120 4.0 34 10.3 23.9 61.6 32 1.500 T: 8.0 8.00 2.2 33 15.5 20.0 61.6 1.610 13.25 0.129 1.7 Pipe: 51 0.0 324.0 6 45.00 120 0.5 36 9.6 29.8 -239.0 4.000 E:10.0 30.00 0.3 35 10.3 29.2 85.0 4.026 T:20.0 75.00 0.003 0.2 DATE: 11/13/2024 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 52 0.0 266.6 11 104.75 120 4.3 35 10.3 29.2 57.4 5 4.000 E:10.0 30.00 -0.0 6 10.3 24.9 324.0 4.026 T:20.0 134.75 0.032 4.3 Pipe: 53 0.0 324.0 6 1.08 120 0.5 36 9.6 29.8 -85.0 4.000 E:10.0 10.00 0.3 35 10.3 29.2 239.0 4.026 11.08 0.018 0.2 Pipe: 54 0.0 239.0 35 0.83 120 0.3 37 9.6 30.1 85.0 35 4.000 E:10.0 10.00 -0.0 36 9.6 29.8 324.0 4.026 10.83 0.032 0.3 Pipe: 55 0.0 0.0 1.42 120 0.8 38 8.6 30.9 324.0 36 4.000 E:10.0 10.00 0.4 37 9.6 30.1 324.0 4.026 11.42 0.032 0.4 Pipe: 56 0.0 0.0 44.25 120 2.1 39 8.6 33.0 324.0 37 4.000 2E:20.0 20.00 -0.0 38 8.6 30.9 324.0 4.026 64.25 0.032 2.1 Pipe: 57 0.0 0.0 0.83 120 0.5 40 8.2 33.5 324.0 38 4.000 E:10.0 10.00 0.2 39 8.6 33.0 324.0 4.026 10.83 0.032 0.3 Pipe: 58 0.0 0.0 14.25 120 1.1 TOR 8.2 34.6 324.0 39 4.000 2E:20.0 20.00 -0.0 40 8.2 33.5 324.0 4.026 34.25 0.032 1.1 Pipe: 59 0.0 0.0 7.66 120 4.7 BOR 0.5 39.3 324.0 40 4.000 C:22.0 34.00 3.3 TOR 8.2 34.6 324.0 4.026 B:12.0 41.66 0.032 1.3 Pipe: 60 H.S. 100.0 Disch 7.75 150 1.9 S1 -3.5 41.1 324.0 TOR 6.000 E:21.2 21.15 1.7 BOR 0.5 39.3 424.0 6.065 28.90 0.005 0.1 Pipe: 61 0.0 0.0 210.66 150 1.5 S2 -3.5 42.7 424.0 BOR 6.000 5E105.8 110.31 -0.0 S1 -3.5 41.1 424.0 6.065 G: 4.5 320.97 0.005 1.5 Pipe: 62 0.0 Fixed Pressure Loss Device S3 -3.5 44.7 424.0 S1 2.0 psi, 424.0 gpm S2 -3.5 42.7 424.0
Pipe: 63 0.0 0.0 65.42 150 0.4 S4 -3.5 45.1 424.0 S2 6.000 E:21.2 21.15 -0.0 S3 -3.5 44.7 424.0 6.065 86.57 0.005 0.4 Pipe: 64 Source 0.0 3.33 150 0.0 SOURCE -3.5 45.1 424.0 S3 8.000 ---- 0.00 -0.0 S4 -3.5 45.1 424.0 7.981 3.33 0.001 0.0 DATE: 11/13/2024 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 NOTES (HASS):
(1) Calculations were performed by the HASS 2023 D computer program in accordance with (2020)
under license no. 64856716 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2) 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 0.101 gpm.
(3) Total pressure at each node is used in balancing the system.

Maximum water velocity is 12.4 ft/sec at pipe 16.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is

49.56 psi with a flow of 446.88 gpm.
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard
PAGE: A MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NTee -------------------------------------------------------- F
F45Ell

1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00

1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00

1.50 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00

2.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00

5.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00

7.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00

9.00 2324518
5/20/2024
5/20/2024
1 of 1
Hydrant Map Static Residual Pitot Outlet Dia. Calc. Flow @ Flow @ 20 Number Page Pres. (PSI) Pres. (PSI) Pres. (PSI) (Inches) C 1 C2 Pres. (GPM) PSI (G.P.M.) Residual IRR** SS15 55 50
Flowed 603 SS15 21 4.5 0.90 0.83 2068 4371
Flowed
Flowed
Flowed
PSI
** Gauge irrigation service serving 7340 24th Street. EZ G.P.M.
40 WATER SUPPLY DATA SUMMARY
Coefficient
PSI
Design (1)

THESE RESULTS ARE ONLY VALID FOR RESIDUAL PRESSURES LESS THAN PSI
* THE WATER SUPPLY TEST DATA IS NOT TO BE USED FOR THE DESIGN OF DOMESTIC WATER SYSTEMS.

WATER SUPPLY TEST - DEPARTMENT OF UTILITIES
CONTACT:

COMPANY:

PRINT NAME:

City of Sacramento
for a fee the City can provide the hydraulic analysis necessary to transfer the results to a single point of connection.

I want to witness this water supply test, which will be scheduled at the convenience of the Department of Utilities. (3) Based on hydrant locations, test results may not provide accurate flow information at the point of connection, ASSESSOR'S PARCEL NUMBER:

ANALYSIS FEE:

FIELD TEST FEE:

Richard Parks
WORK ORDER #:
(2) Water supply data is developed from several sources of information which may include water supply test data, computer models, and pressure recording stations. The water supply data given is to be used for design purposes. 916.704.9165
Richard Parks
5730 24th St, Bldg 4 7340 24th St Byp, Sac CA 95822
Sacramento, CA 95811
Community Development Dept.
4700140160000
SIGNATURE:

DATE: 11.16.23
300 Richards Blvd., 3rd Floor
[email protected]

HYDRAULIC BOUNDARY CONDITION
WST NUMBER:

DATE PAID:
603681
$519.00
$1,092.00 DATE PAID:

ADDRESS:
(1) The street address and/or parcel number shown above is correct City of Sacramento
The undersigned agrees to the following items and conditions:

PHONE NUMBER:

Sac CA 95822
DATE PAID:

Site location
for design purposes. 02/03/2023 * (STATIC PRES. - RESIDUAL PRES.) / (STATIC PRES. - 20 PSI) MUST NOT BE LESS THAN 25%. THEREFORE, 35 2100
4400
(1) The Design Water Supply Data reflects fluctuations and future demands on the water distribution system. It is to be used Total Flow @ 20 PSI
flow rates reported herein can or will be maintained. The undersigned agrees that the City, its officers and employees shall not be liable for any damages of any kind resulting from the use of or reliance upon the water supply data reported herein by the undersigned or by any third party. (6) If the undersigned desires to witness the water supply test performed by the City, please check the box below:
certification or other representation of any kind that such data is accurate or correct, or that the pressures and/or At my expense, I will arrange for a licensed engineer to witness and certify this water supply test, which will be (7) If the undersigned elects to hire a licensed engineer, at the undersigned's sole expense, to witness and certify the water supply test performed by the City, please check the box below:

DATE OF TEST:

WTR. MAIN SIZE:

TIME OF TEST:

TEST CONDUCTED BY:

G.P.M.Total Flow @ Residual
Static Pressure
Residual Pressure
6/662024
TEST NUMBER: FEE: $615.00; optional see item (3) below. (5) When more than one water supply test has been performed, the decision is left to the Fire Plan Checker as to which water supply test is to be used.
11:30 AM
Mario Robinson
RA Parks
8"
(4) Although the water supply data reported herein is believed to be accurate, the City makes no warranty, guaranty, scheduled at the convenience of the Department of Utilities.

Series 774
Double Check Valve Assemblies
Sizes: 2½" – 12"
Series 774 Double Check Valve Assemblies are de signed to pre vent the reverse flow of polluted water from en ter ing into the potable water system. This se ries can be ap plied, where approved by the lo cal authority having ju ris dic tion, on non-health hazard installations.

Fea tures short end-to-end dimensions, light weight stain less steel body, and the lowest head loss available.

Features
• Torsion spring check valve provides low head loss
• Short lay length is ideally suited for retrofit installations •
Stainless steel body is half the weight of competitive designs reducing installation and shipping cost
• Stainless steel construction provides long term corrosion protection and maximum strength
• Single top access cover with two-bolt grooved style coupling for ease of maintenance
• Thermoplastic and stainless steel check valves for
trouble-free operation
• No special tools required for servicing
•
Compact construction allows for smaller vaults and enclosures • May be installed in horizontal or vertical "flow up" position Specifications
A Double Check Valve Assembly shall be in stalled at each not ed location to prevent the un want ed reversal of pol lut ed water into the potable water supply. The main valve body shall be manufactured from 300 series stainless steel to pro vide corrosion resistance. The check valves shall be of ther mo plas tic construction with stainless steel hinge pins, cam arm, and cam bearing. The check valves shall uti lize a sin gle torsion spring design to minimize pressure drop through the as sem bly. The check valves shall be modular and shall seal to the main valve body by the use of an O-ring. There shall be no brass or bronze parts used within the check valve assembly.

The valve cover shall be held in place through the use of a single grooved style two-bolt coupling. The main assembly shall consist of two
in de pen dent ly op er at ing torsion spring check as sem blies, two resilient seat ed iso la tion valves, and four ball valve type test cocks. The as sem bly shall be a Watts Series 774.

ES-774
774 OSY
Now Available
WattsBox Insulated Enclosures.

For more information, send for literature ES-WB.

LEAD FREE*
*The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight.

Job Name ––––––––––––––––––––––––––––––––––––––––––– Contractor –––––––––––––––––––––––––––––––––––––––––––– Job Location ––––––––––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Engineer ––––––––––––––––––––––––––––––––––––––––––––– Contractor’s P.O. No. –––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Representative –––––––––––––––––––––––––––––––––––––––– 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- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold.

NOTICE
Inquire with governing authorities for local installation requirements The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product.

NOTICE
ES-774 2015 © 2020 Watts
USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (888) 208-8927 • F: (888) 479-2887 • Watts.ca Latin America: T: (52) 55-4122-0138 • Watts.com
12"
0 500 1000 1500 2000 2500 3000 3500 4000 4500 gpm
1900 3800 5700 7600 9500 11400 13000 15200 17100 lpm
5 10 fps

1.5 3 mps
kPa psi
110 16
97 14
83 12
69 10
55 8
41 6
28 4
14 2
21⁄2"
***
3"
*
kPa psi
83 12
69 10
55 8
41 6
28 4
14 2
**
0 25 50 100 150 200 250 300 350 400 450 500 550 600 gpm 95 190 380 570 760 950 1140 1330 1520 1710 1900 209 0 228 0 lpm 15 fps

4.6 mps
0 25 50 100 150 200 250 300 350 400 450 500 525 gpm
95 190 380 570 760 950 1140 1330 1520 1710 1900 1995 lpm 15 fps

4.6 mps
kPa psi
103 15
83 12
62 9
41 6
21 3
4"
* **
10"
0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 gpm 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 10450 11400 12350 13300 lpm

fps

mps
kPa psi
103 15
83 12
62 9
41 6
21 3
*
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 gpm 380 760 1140 1520 1900 2280 2660 3040 3420 3800 4180 4560 4940 5320 5700 lpm

5 7.5
10 15
fps

1.5 2.3
3 4.6
mps
6"
kPa psi
103 15
83 12
62 9
41 6
21 3
* **
kPa psi
83 12
69 10
55 8
41 6
28 4
14 2
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 gpm 171 380 570 760 950 1140 1330 1520 1170 1900 2090 2280 2470 266 0 285
0 lpm
5 10 15 fps

1.5 3 4.6 mps
**
Capacity
Rated working pressure 175psi (12.1 bar) * Rated flow, ** UL Tested 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 gpm
950 1900 2850 3800 4750 5700 6650 7600 8550 9500 lpm
15 fps

4.6 mps
8"
***
kPa psi
103 15
83 12
62 9
41 6
21 3
* **
424 GPM
-2 PSI

FIRE PROTECTION HYDRAULIC C

UT SHEETS
Group 4 Architecture Research + Planning CITY OF SACRAMENTO - Martin Luther King, Jr. Library Remodel
PART 1 - Group4 Project No. 23604-01 Back Check Submission November 01, 2024 APENDIX C-2
This Page Intentionally Left Blank
victaulic.com

ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT.

1.0 PRODUCT DESCRIPTION
• Available Sizes: 2 – 12"/50 – 300 mm
• cUL
us Listed, LPCB Listed, FM and VdS Approved for service up to 300 psi/2068 kPa /20 bar. • Des
igned for fire protection services only.
• Fea
tures a weatherproof actuator housing Approved for indoor and outdoor use. • Act
uation options: Hand wheel (2 – 12”/50 – 300 mm)
• Exc
lusively for use with pipe and Victaulic products which feature ends formed with the Victaulic Original Groove System (OGS) groove profile (see section 7.0 for Reference Materials).

2.0 CERTIFICATION/LISTINGS
G410001 LPS 1185: Issue 3.1
Cert/LPCB Ref. 104j/01
846a/01
FireLock® Butterfly Valve
Series 705 with Weatherproof Actuator 10.81
1 System No. Location
Submitted By Date
Spec Section Paragraph
Approved Date

2.1 CERTIFICATION/LISTINGS
Approval/Listing Service Pressures
Series 705 Butterfly Valve
Size cULus FM

Vds

LPCB
2 50 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 2 ½
65 up t
o 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa

76.1 mm up to 300psi/2068kP
a up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 3 80 up to 300psi/2068kPa
up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 4 100 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 5 125 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 139.7 mm up to 300psi/2068kP
a up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 6 150 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 165.1 mm up to 300psi/2068kP
a up to 300psi/2068kPa n/a up to 300psi/2068kPa
8 200 up to 300psi/2068kPa
up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 10 250 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 12 300 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa

3.0 SPECIFICATIONS – MATERIAL
Body: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 End Face, 2 – 6”/50 – 150 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Seal Retainer, 8 – 12”/200 – 300 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Body Coating: Black alkyd enamel
Disc: Ductile Iron conforming to ASTM A-536, Grade 65-45-12, with electroless nickel coating conforming to ASTM B-733
Seat: Grade “E” EPDM
Stems: 416 stainless steel conforming to ASTM A-582
Stem Seal Cartridge: C36000 brass
Bearings: Stainless steel with TFE lining
Stem Seals: EPDM
Stem Retaining Ring: Carbon steel
Actuator:
2 – 8"/
50 – 200 mm: B
rass or bronze traveling nut on a steel lead screw, in a ductile iron housing 10 – 12
"/250 – 300 mm: St
eel worm and cast iron quadrant gear, in a cast iron housing 2 victaulic.com

4.0 DIMENSIONS
Series 705
F

G E A D
ØH
B
C
J
Size Dimensions
Nominal
Actual
Outside
Diameter
E to E

A B C D E F G
DIA
H J
inches
mm
inches
mm
inches
mm
inches
mm
inches
mm
inches
mm
inches
mm
inches
mm
inches
mm
inches
mm
inches
mm
2 2.375 4.25 2.28 6.41 – – 4.00 4.22 4.50 2.12

60.3 60.3 108.0 57.9 162.8 101.6 107.2 114.3 53.8
2 ½ 2.875 3.77 2.28 7.54 – – 4.00 4.22 4.50 1.77
73 73.0 95.8 57.9 191.5 101.6 107.2 114.3 45.0

76.1 mm 3.000 3.77

2.28 7.54 – – 4.00 4.22 4.50 1.77

76.1 95.8 57.9 191.5 101.6 107.2 114.3 45.0
3 3.500 3.77 2.53 7.79 – – 4.50 4.22 4.50 1.77

88.9 88.9 95.8 64.3 197.9 114.3 107.2 114.3 45.0
108 mm 4.250 4.63

2.88 8.81 – – 5.50 4.22 4.50 2.20
108.0 117.6 73.2 223.8 139.7 107.2 114.3 55.9
4 4.500 4.63 2.88 8.81 – – 5.50 4.22 4.50 2.20
114.3 114.3 117.6 73.2 223.8 139.7 107.2 114.3 55.9
133 mm 5.250 5.88

3.35 10.88 – – 6.56 6.19 6.30 2.58
133.0 149.4 85.1 276.4 166.6 157.2 160.0 65.5
139.7 mm 5.500 5.88

3.35 10.88 – – 6.56 6.19 6.30 2.58
139.7 149.4 85.1 276.4 166.6 157.2 160.0 65.6
5 5.563 5.88 3.35 10.88 – – 6.56 6.19 6.30 2.58
141.3 141.3 149.4 85.1 276.4 166.6 157.2 160.0 65.5
159 mm 6.250 5.88

3.84 11.38 – 0.41 7.52 6.19 6.30 2.58
159.0 149.4 97.5 289.1 10.4 191.0 157.2 160.0 65.5
165.1mm 6.500 5.88 3.84 11.38 – 0.41 7.52 6.19 6.30 2.58 165.1 149.4 97.5 289.1 10.4 191.0 157.2 160.0 65.5
6 6.625 5.88 3.84 11.38 – 0.41 7.52 6.19 6.30 1.90
168.3 168.3 149.4 97.5 289.1 10.4 191.0 157.2 160.0 48.3 8 8.625 5.33 5.07 13.53 0.80 1.47 10.00 6.19 8.10 2.33
219.1 219.1 135.4 128.8 343.6 20.3 37.3 254.0 157.2 205.7 59.2 10 10.750 6.40 6.37 15.64 1.41 1.81 12.25 8.10 9.00 –273 273.0 162.6 161.8 397.3 35.8 46.0 311.2 205.7 228.6 12 12.750 6.50 7.36 16.64 2.30 2.80 14.25 8.10 9.00 –323.9 323.9 165.1 186.9 422.7 58.4 71.1 362.0 205.7 228.6 NOTE
• Opt
ional ½"/15 mm ta
p available. Contact Victaulic for details.
3 victaulic.com

5.0 PERFORMANCE
Series 705
The chart expresses the frictional resistance of Victaulic Series 705 Butterfly Valve in equivalent feet/meters of straight pipe.

Nominal
Size
Outside
Diameter
Equivalent
mm
inches
mm
inches
Feet/m
of pipe
2 2.375 6
50 60.3 1.8
2 ½ 2.875 6
65 73.0 1.8

76.1 mm 3.000 6

76.1 1.8
3 3.500 7
80 88.9 2.1
4 4.500 8
100 114.3 2.4
108 mm 108 mm 8

2.4 5 5.563 12
125 141.3 3.7
133 mm 133 mm 12

3.7 139.7 mm 5.500 12
139.7 3.7
6 6.625 14
150 168.3 4.2
159 mm 159 mm 14

4.3 165.1 mm 6.500 14
165.1 4.2
8 8.625 16
200 219.1 4.9
10 10.750 18
250 273.0 5.5
12 12.750 19
300 323.9 5.8
4 victaulic.com

5.1 PERFORMANCE
Series 705
CV values for flow of water at +60°F/+16°C through a fully open valve are shown in the table below.

For additional details, contact Victaulic.

Formulas for Cv values Formulas for Kv values
∆P = Q2
C v
2 Q = Cv x ∆P
Where:

Q = Flow (GPM)
∆P = Pressure Drop (psi)
C
v = Flow Coeﬃcient
∆P = Q2
C v
2 Q = Cv x ∆P
Where:

Q = Flow (GPM)
∆P = Pressure Drop (psi)
C
v = Flow Coeﬃcient
Q = Flow (m3/hr)
/uni2206P = Pressure Drop (Bar)
Kv = Flow Coeﬃcient
Where:

Q = Flow (m3/hr)
/uni2206P = Pressure Drop (Bar)
Kv = Flow Coeﬃcient
Where:

Valve Size Full Open Valve Size Full Open
Nominal
Size
Actual
Outside
Diameter Flow Coefficient
Nominal
Size
Actual
Outside
Diameter Flow Coefficient
inches
mm
inches
mm
Cv inches
mm
inches
mm
Kv
2 2.375 170 2 2.375 14750 60.3 50 60.3
2 ½ 2.875 260 2 ½ 2.875 22565 73.0 65 73.0

76.1 mm 3.000 260 76.1 mm 3.000 22576.1 76.1
3 3.500 440 3 3.500 38080 88.9 80 88.9
4 4.500 820 4 4.500 710100 114.3 100
114.3
108 mm 108 mm 820 108 mm 108 mm 710
5 5.563 1200 5 5.563 1040125 141.3 125
141.3
133 mm 133 mm 1200 133 mm 133 mm 1040
139.7 mm 5.500 1200 139.7 mm 5.500 1040139.7 139.7
6 6.625 1800 6 6.625 1560150 168.3 150
168.3
159 mm 159 mm 1800 159 mm 159 mm 1560
165.1 mm 6.500 1800 165.1 mm 6.500 1560165.1 165.1
8 8.625 3400 8 8.625 2940200 219.1 200
219.1
10 10.750 5800 10 10.750 5020250 273.0 250 273.0
12 12.750 9000 12 12.750 7790300 323.9 300 323.9

5 victaulic.com

6.0 NOTIFICATIONS

WARNING
• Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping pro
ducts.
• Dep
ressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products.
• Wea
r safety glasses, hardhat, and foot protection.

Failure to follow these instructions could result in death or serious personal injury and property damage.

7.0 REFERENCE MATERIALS
Switch and Wiring

1. The s
upervisory switch contains two single pole,
double throw, pre-wire
d switches.

2. Swi
tches are rated:
10 am
ps @ 125 or 250 VAC/60 Hz

0.5 0 amps @ 125 VDC

0.2 5 amps @ 250 VDC

3. Swit
ches supervise the valve in the “OPEN” position.

5. One swi
tch has two #18 insulated wires per terminal,
which permit complete supervision of leads (refer
to diagrams and notes below). The second switch
has one #18 insulated wire per terminal. This double
circuit provides flexibility to operate two electrical
devices at separate locations, such as an indicating
light and an audible alarm, in the area that the valve
is installed.

6. A #14 i
nsulated ground lead (green) is provided.

Swit
ch #1 = S1
For co
nnection to the supervisory circuit of a UL
Lis
ted alarm control panel
Swit
ch #2 = S2
Aux
iliary switch that may be connected to auxiliary
dev
ices, per the authority having jurisdiction
S1
{
Normally Closed: (2) Blue
Common: (2) Yellow
S2
{
Normally Closed: Blue with Orange Stripe
Normally Open: Brown with Orange Stripe
Common: Yellow with Orange Stripe
NOTES
• The a
bove diagram shows a connection between the common terminal (yellow – S1 and yel
low-with-orange stripe – S2) and the normally closed
terminal (blue – S1 and blue-with-orange stripe – S2). In this example, the indicator light and alarm will stay on until the valve is fully open. When the valve is fully open, the indicator light and alarm will go out. Cap off any unused wires (e.g.
br
own with orange stripe).
• Onl
y S1 (two leads per terminal) may be connected to the fire alarm control panel.
• The c
onnection of the alarm switch wiring shall be in accordance with NFPA 72 a
nd the auxiliary switch per NFPA 70 (NEC).

CONDUIT
½" NPT

CONDUIT CONNECTORS

UL LISTED

JUNCTION BOX

WIRE NUTS

FIRE ALARM

CONTROL PANEL

SUPERVISORY

CIRCUIT
N.C. NO. COM.

TO END-OF-LINE RESISTOR,

OR NEXT INDICATOR
BELL
OR

HORNVOLTAGE SOURCE
Switch 1: 2 leads per terminal
Switch 2: 1 lead per terminal
SWITCH
CONTACT RATING:
10A AT 125 AND
250VAC,

0.5A AT 125 VDC,

0.25 AT 250 VDC
S1
S2
6 victaulic.com

CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION

OFFICE OF THE STATE FIRE MARSHAL

FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM

LISTING SERVICE

LISTING No. 7770-0531:0113 Page 1 of 1
CATEGORY: 7770 -- VALVES/SWITCHES
LISTEE: VICTAULIC4901 Kesslersville Rd., Easton, PA 18040 Contact: Michael Erle (610) 923-3739 Fax (610) 923-3115 Email: [email protected]
DESIGN: *Models 705 grooved-end type butterfly valves in sizes 2, 2-1/2", 3", 4", 5", 6", 8", 10" and 12".
*Models 707C grooved-end type butterfly valves in sizes 2, 2-1/2", 3", 4", 5", 6", 8", 10" and 12".
*Models 765 grooved-end type butterfly valves in sizes 2, 2-1/2", 3", 4", 5", 6", 8", 10" and 12".
*Models 766 grooved-end type butterfly valves in sizes 2, 2-1/2", 3", 4", 5", 6", 8", 10" and 12".

For above ground and indoor/outdoor use only. Refer to listee's data sheet for detailed product description and operational considerations.

RATING: *Models 705 : 300 psi
*Models 707C : 300 psi
*Models 765 : 365 psi
*Models 766 : 365 psi
INSTALLATION: In accordance with listee's printed installation instructions, applicable codes & ordinances and in a manner acceptable to the authority having jurisdiction.

MARKING: Listee's name, model number, UL label.

APPROVAL: Listed as above ground water control butterfly valves for fire protection service. *Rev 01-26-11 bh
July 01, 2018Date Issued: Listing Expires June 30, 2019 Authorized By:

Fire Engineering Division
This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test
results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee’s data sheet, installation instructions and/or other

DAVID CASTILLO, Program Coordinator

CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION

OFFICE OF THE STATE FIRE MARSHAL

FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM

LISTING SERVICE

LISTING No. 7770-0328:0001 Page 1 of 1
CATEGORY: 7770 -- VALVES/SWITCHES
LISTEE: Potter Electric Signal Co1609 Park 370 Place, Hazelwood, 63042 United States Contact: Bill Witherspoon (314) 595-6900 Fax (314) 595-6999 Email: [email protected]
DESIGN: Vane and pressure type water flow alarm switches listed below. Refer to listee's data sheet for detailed product description and operational considerations.

Vane Types:

VSR-CF VSR-D VSR-F VSR-SF
VSR-FE-2 VS-SP VS-F VSR-SFG

VSR-SFT VSG VSR VSR-S

VSR-C VSR-ST VSR-SG
Pressure Type:

WFS-B WFSR-C WFSPD-B PS10
PS-10A PS-100A WFSR-F PS100
INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances and in a manner acceptable to the authority having jurisdiction.

MARKING: Listee's name, model number and UL or FM label.

APPROVAL: Listed as waterflow alarm switches for use with fire sprinkler systems. Vane models may be used in wet pipe systems; pressure models may be used in wet or dry systems. Model VSR-CF is for use on K, L or M copper pipe (2", 2-1/2", 3", 4") and listed CPVC pipe (2", 2-1/2", 3").

Model VSR-SF for use on 1", 1-1/4", 1-1/2" and *2” steel, copper or listed plastic pipe. Model VSG is for low flow rate. Model VSR-SFG and VSR-SFT are for use on 1", 1-1/4", 1-1/2" and *2” plastic pipe. Models VS-F, VSR-F, VSR-FE and VSR-FE-2 is for use on 2", 2-1/2", 3", 3-1/2", 4", 5", 6", 8" and 10" pipe. *Model VSR is for use on steel pipe sizes from 2" through 8". Vane type switches may be used outdoors when the outdoor temperature never falls below 40oF.

Rev*5-17-2007 jw
July 01, 2018Date Issued: Listing Expires June 30, 2019 Authorized By:

DAVID CASTILLO, Program Coordinator

victaulic.com

ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT.

Ser ies 717
(4 − 12"/100 − 300 mm)

1.0 PRODUCT DESCRIPTION
Available Sizes
• 2 – 3"/DN50 – DN80 (Series 717H)
• 2 ½ – 12"/DN50 – DN300 (Series 717)
Pressure Class
• Up to 365 psi/2517 kPa/25 bar
• Working pressure dependent on size of pipe, valve size and approval requirements.

Application
• Designed for use in Fire Protection systems.
• Prevents back flow.
• Single-disc mechanism incorporates a spring-assisted feature for non-slamming operation. • Can be installed either vertically (flow upwards only) or horizontally. • Valve body cast with arrow indicator to assist with proper valve orientation. • Optional upstream and downstream pressure taps included on select sizes. See Section 3.0. • Provided with grooved ends.
• Rated for ambient temperature use in fire protection systems.

2.0 CERTIFICATION/LISTINGS
NOTE
• Refer to Victaulic submittal publication 10.01 for details FireLock® Check Valves
Series 717 Check Valve

10.08 1
System No. Location
Submitted By Date
Spec Section Paragraph
Approved Date

2.0 CERTIFICATION/LISTINGS (Continued)
Approvals/Listings
Approval/Listing Service Pressures
Series 717
Size cULus FM

LPCB

Vds
2 victaulic.com

4.0 DIMENSIONS
Series 717
C
A B
1J
2K
B
2 1
3 ½" NPT Upstream Drain
½" NPT Downstream Drain
2" NPT (Drain Optional)
R
A
3 C
ED
P
A
C
ED
J
2 1
P
B
K
1 2
½" NPT Upstream Drain
½" NPT Downstream Drain
Typical 2 ½ – 3"/65 – 80 mm Typical 4 – 8"/100 – 200 mm Typical 10 – 12"/250 – 300 mm Size Dimensions Weight
Nominal
inches
mm
Actual
Outside
Diameter
inches
mm
E to E
A
inches
mm
B
inches
mm
C
inches
mm
D
inches
mm
E
inches
mm
J
inches
mm
K
inches
mm
P
inches
mm
R
inches
mm
Approximate
(Each)
lb
kg
4 victaulic.com

5.1 PERFORMANCE
Flow Characteristics
The charts below express the flow of water at 60ºF/16ºC through valve.

S717 / 717R

0.1 1
10 10 100 1000 10000 100000
Flow Rate – GPM
Pressure Loss – psi
2½"/65 mm & 76.1 mm 5"/125 mm & 139.7 mm
3"/80 mm4"/100 mm
8"/200 mm6"/150 mm & 165.1 mm10"/250 mm
12"/300 mm
S717 / 717R
2½"/65 mm & 76.1 mm
5"/125 mm & 139.7 mm
3"/80 mm4"/100 mm
8"/200 mm
6"/150 mm & 165.1 mm
10"/250 mm12"/300 mm

1.00 10.00
100.00
10 100 1000 10000 100000
Pressure Loss – kPa
Flow Rate – Litres/Min.
7 victaulic.com

Model F1FR56 UprightModel F1FR56 Pendent
Model F1FR56
Horizontal Sidewall
Model F1FR56 Vertical Sidewall
Note: Not all versions of the product are shown.

F1FR Series Sprinkler Summary
Sprinkler
Model
K-Factor gpm/psi1/2
(lpm/bar1/2) Orientation Listings & Approvals Max. Working Pressure psi (bar)
Sprinkler
Identification
Number (SIN)
F1FR56 5.6 (80)
Upright
Intermediate Upright
cULus, FM, LPCB, VdS,

EC, WM, UKCA
175 (12)
250 (17) (cULus only) RA1425
Pendent cULus, FM, LPCB, VdS,

EC, WM, UKCA
175 (12)
250 (17) (cULus only) RA1414
Concealed Pendent cULus, VdS, EC, WM,
UKCA
175 (12)
250 (17) (cULus only) RA1414
Horizontal Sidewall cULus, FM 175 (12) RA1435
Vertical Sidewall cULus, FM, LPCB,
UKCA 175 (12) RA1485
Table A
Note: This bulletin may contain information on New and Legacy sprinklers that reflects a dimensional change only. Sprinkler Iden- tification Number (SIN), application, performance, and listings/ approval are not otherwise affected. Sprinklers with New frames will include the suffix “N” in the order.

Features
• Standard cov erage quick-response sprinklers
• Upright, pendent, horizontal side
wall, and vertical sidewall
deflectors
• Low pr
ofile, compact design
• Available in a wide varie
ty of finishes
Product Description
Reliable Model F1FR56 series sprinklers are quick-response standard spray automatic fire sprinklers utilizing a sensitive 3.0 mm glass bulb thermal element.

Pendent and horizontal sidewall sprinklers may be installed exposed or surface mounted using escutcheons such as the Reliable Models B, C, or HB (reference Technical Bulletin 204).

When installed recessed or concealed, the Model F1FR56 series sprinklers are specifically listed with and may only be installed with listed Reliable escutcheons and cover plates. Refer to the technical information on the following pages for specific listings for recessed and concealed installations and refer to Figures 5 and 6 for dimensional information.

When fitted with an approved water shield, these sprinklers may considered intermediate sprinklers for use in racks, below grated walkways, and other areas where intermediate level sprinklers are required.

Table A provides a summary of the approvals and availability of specific Model F1FR series sprinkler configurations. Additional technical information for each sprinkler model is provided on the following pages.
www.reliablesprinkler.com
K-factor 5.6 (80)
F1FR56 Series
Quick Response Sprinklers
Bulletin 074 January 2024
Model F1FR56 Upright Sprinkler SIN RA1425
Technical Specifications
Style: Upright, Intermediate Upright
Threads: 1/2” NPT or ISO 7-R1/2
Nominal K-Factor: 5.6 (80 metric)
Max. Working Pressure:
175 psi (12 bar)
250 psi (17 bar) (cULus only)
Material Specifications
Thermal Sensor: 3 mm Glass Bulb
Sprinkler Frame: Brass Alloy
Cap: Bronze Alloy
Sealing Washer: Nickel with PTFE
Load Screw: Copper Alloy
Deflector: Brass Alloy
Sprinkler Finishes
(See Table B)
Sensitivity
Quick response
Temperature Ratings
135°F (57°C)
155°F (68°C)
175°F (79°C)
200°F (93°C)
286°F (141°C)
Guards & Shields (New Frames)
Factory Water Shield (cULus, FM)
F-1 Guard (cULus, FM)
F-3 Guard with Shield (cULus, FM)
Guards and Shields (Legacy Frames)
Factory Water Shield
C-1 Guard (FM)
C-3 Guard with Shield (cULus, FM)
D-1 Guard (cULus)
D-3 Guard with Shield (cULus)
Sprinkler Wrench
Model W2
Model W14 (New frame with guard installed)
Model W13 (Legacy frame with guard
installed)
Listings and Approvals
cULus Listed
FM Approved
LPCB
VdS
EC
WM
UKCA: 0832-UKCA-CPR-S5045
Model F1FR56 Upright Sprinkler Components and Dimensions Figur e 1 Deflector
Glass Bulb
(3 mm)
Wrench Flat
Threads
1 3/8" [33mm]
3 1/4" [83mm]
Cap/Seal Assembly
Load Screw
2 1/4" [58mm]
F1FR_HALF_UPR_INT
Shown with Optional
Factory Installed Water Shield
( Intermediate Upright)
Bulletin 074
January 2024

Page 2 of 9 ends

www.reliablesprinkler.com
Model F1FR56 Pendent Sprinkler SIN RA1414

Technical Specifications
Style:

Pendent
Recessed Pendent
Concealed Pendent
Threads: 1/2” NPT or ISO 7-R1/2
Nominal K-Factor: 5.6 (80 metric)
Max. Working Pressure:
175 psi (12 bar)
250 psi (17 bar) (cULus only)

Material Specifications
Thermal Sensor: 3 mm Glass Bulb
Sprinkler Frame: Brass Alloy
Cap: Bronze Alloy
Sealing Washer: Nickel with PTFE
Load Screw: Copper Alloy
Deflector: Brass Alloy

Sprinkler Finishes
(See Table B)

Sensitivity
Quick response
Temperature Ratings(1)
135°F (57°C)
155°F (68°C)
175°F (79°C)
200°F (93°C)
286°F (141°C)

Recessed Escutcheons
Model F1 (cULus, LPCB, VdS, CE, WM)
Model F2 (cULus, FM, LPCB, VdS, CE, WM)
Model FP (cULus, VdS, CE, WM)

Cover Plate
Model CCP (cULus, VdS
(2), CE(2))
Guards & Shields (New Frames)(3)
F-1 Guard (FM)
F-5 Guard/Shield Kit (FM)
F-7 Guard (cULus)
F-8 Guard/Shield Kit (cULus)
S-1 Shield (cULus, FM)
Guards & Shields (Legacy Frames)
(3)
C-1 Guard (FM)
C-5 Guard/Shield Kit (FM)
D-1 Guard (cULus, FM)
D-4 Guard/Shield Kit (FM)
D-5 Guard/Shield Kit (cULus, FM)
S-1 Shield (cULus, FM)
Sprinkler Wrenches
Model W2 (pendent)
Model W4 (recessed or concealed)
Model W14 (New frame with guard installed)
Model W13 (Legacy frame with guard in-
stalled)

Listings and Approvals(4)
cULus Listed
FM Approved
LPCB
VdS
EC
WM
UKCA: 0832-UKCA-CPR-S5045, 0831-UK-
CA-CPR-5072 (CCP)
Notes:

1. 286°F (141°C) temperat
ure rated sprinkler not listed for recessed or concealed use.

2. VdS and CE appro
val for CCP concealed use is for 155°C (68°C) sprinkler ONLY.

3. Not suitable for r
ecessed or concealed pendent installations.

4. When used surface mount
ed or exposed. See Recessed Escutcheon and Cover Plate section for specific approvals when installed recessed or concealed.

Model F1FR56 Pendent Sprinkler Components and Dimensions Figure 2 F1FR_HALF_PEND_INT
Deflector
Glass Bulb
(3 mm)
Wrench Flat
Threads
3 1/4" [83mm]
2 1/4" [57mm]
1" [25mm]
Load Screw
Cap/Seal
Assembly
Shown with Optional S-1 Water
Shield (Ordered Separately)
Note: Please refer to Figure 8 for recessed and concealed installation.

Bulletin 074
January 2024

Page 3 of 9 ends

www.reliablesprinkler.com
Model F1FR56 Horizontal Sidewall Sprinkler SIN RA1435
Technical Specifications
Style:

Horizontal Sidewall
Recessed Horizontal Sidewall
Threads: 1/2” NPT or ISO 7-R1/2
Nominal K-Factor: 5.6 (80 metric)
Max. Working Pressure:
175 psi (12 bar)

Material Specifications
Thermal Sensor: 3 mm Glass Bulb
Sprinkler Frame: Brass Alloy
Cap: Bronze Alloy
Sealing Washer: Nickel with PTFE
Load Screw: Copper Alloy
Deflector: Brass Alloy

Sprinkler Finishes
(See Table B)

Sensitivity
Quick response
Temperature Ratings (1)
135°F (57°C)
155°F (68°C)
175°F (79°C)
200°F (93°C)
286°F (141°C)
Recessed Escutcheons(2)
Model F1 (cULus)
Model F2 (cULus, FM)
Model FP (cULus)
Guards & Shields (New Frames)
(3)
F-4 Guard (FM)
F-7 Guard (cULus)
Guards & Shields (Legacy Frames)
(3)
C1 Guard (FM)
D1 Guard (cULus)
Sprinkler Wrenches
Model W2 (non-recessed)
Model W4 (recessed)
Model W14 (New frame with guard installed)
Model W13 (Legacy frame with guard
installed)
Listings and Approvals
cULus Listed
(4)
FM Approved(5)
Notes:

1. 286°F (141°C) temperat
ure rated sprinkler not listed for recessed use.

2. FM approv
ed recessed installation when used with Model F2 escutcheon ONLY.

3. Not suitable for r
ecessed horizontal sidewall installations.

4. cULus Listed for Lig
ht and Ordinary Hazard when installed exposed or surface mounted. Listed for Light Hazard ONLY when installed recessed.

5. FM Approv
ed for Light Hazard ONLY.

Model F1FR56 Horizontal Sidewall Sprinkler Components and Dimensions Figure 3 Bulletin 074
January 2024

Page 4 of 9 ends

www.reliablesprinkler.com
F1FR_HALF_HSW
2 3/4" [70mm]
1 1/8" [28mm]
Threads
Cap/Seal Assembly
Load ScrewDeflector
Glass Bulb
(3 mm)
Wrench Flat
Frame
Note: Please refer to Figure 9 for recessed installation.

Models F1 & F1FR Pendent Sprinkler
with Model F1 Recessed Escutcheon
3/4" (19mm) Nominal Adjustment
2-7/8" (72 mm) Dia.
1-3/4"
(44 mm)
2-1/4"
(57 mm) Dia.

Hole in Ceiling
1-15/16"
(49 mm) Dia.

Minimum
Recess
Maximum
Recess
1"
(25 mm)
Face of Fitting
to Face of Ceiling
1-1/8" (29 mm) at
Max. Recess
3/8" (10 mm) at
Min. Recess
Models F1 & F1FR Pendent Sprinkler
with Model FP Recessed Escutcheon
1/2" (13mm) Nominal Adjustment
1"
(25 mm)
2-5/16"
(59 mm) Dia.

Minimum
Recess Maximum
Recess
1/2"
(12 mm)
3-3/16" (78 mm) Dia.

Face of Fitting
to Face of Ceiling
1-1/2" (38 mm) at
Max. Recess
1" (25 mm) at
Min. Recess
2-7/8" (72 mm) Dia.
1-3/4"
(44 mm)
Minimum
Recess
Maximum
Recess
1-1/4"
(32 mm)
Face of Fitting
to Face of Ceiling
7/8" (22 mm) at
Max. Recess
3/8" (10 mm) at
Min. Recess
2-1/4"
(57 mm) Dia.

Hole in Ceiling
1-15/16"
(49 mm) Dia.
2-1/2"
(64 mm) Dia.

Hole in Ceiling
Models F1 & F1FR Pendent Sprinkler
with Model F2 Recessed Escutcheon
1/2" (13mm) Nominal Adjustment
Reducing
Fitting
Reducing
Fitting
Reducing
Fitting
Note: Model FP recessed assemblies may not be used where the pressure in the space above the ceiling is positive with respect to the protected area. Ensure that the openings in the Model FP cup are unobstructed following installation.

Vented Cup
Model F1FR56 CCP Conical Concealed Sprinkler
1/2" (13mm) Nominal Adjustment
(Nominal Cover Plate Projection is 1" (25 mm))
1"
(25 mm)
2-5/16"
(59 mm) Dia.

Minimum
Recess Maximum
Recess
1/2"
(12 mm)
3-5/16" (84 mm) Dia.

Face of Fitting
to Face of Ceiling
1-1/2" (38 mm) at
Max. Recess
1" (25 mm) at
Min. Recess
2-1/2"
(64 mm) Dia.

Hole in Ceiling
F1_REC_PEND_CCP
Reducing
Fitting
Note: Model CCP concealed assemblies may not be used where the pressure in the space above the ceiling is positive with respect to the protected area. Ensure that the openings in the Model CCP cup are unobstructed following installation.

Vented Cup
Recessed and Concealed Installation: Pendent Sprinklers Figure 5 FP Escutcheon
F1 Escutcheon
(F2 Similar)
CCP Cover Plate
Bulletin 074
January 2024

Page 6 of 9 ends

www.reliablesprinkler.com
2-1/4"
(57 mm)
Dia.

Hole
1-15/16"
(49 mm)
Dia.
2-1/4"
(57 mm)
Dia.

Hole
1-15/16"
(49 mm)
DIA.
2-7/8"
(73 mm)
Dia.
2-7/8"
(73 mm)
Dia.
2-1/8" (54 mm) Minimum Recess
1-5/8" (42 mm) Maximum Recess
2 1/8" (54 mm) Minimum Recess
1-3/8" (35 mm) Maximum Recess
2-5/8"
(67 mm)
Dia
Hole.
2-5/16"
(58 mm)
Dia.
3-1/4"
(83 mm)
Dia.
1-1/4" (32 mm)
+/- 1/4" (6 mm)
Face of fitting
to face of wall
1-3/8" (35 mm) Minimum Recess
7/8" (22 mm) Maximum Recess
3/8" (16 mm)
+/- 1/4" (6 mm)
Face of fitting
to face of wall
1/2" (12 mm)
+/- 3/8" (10 mm)
Face of fitting
to face of wall
4" - 12"
(102 mm - 305 mm)
Deflector to ceiling
F1FR_REC_HSW
Reducing
Fitting
Reducing
Fitting
Reducing
Fitting
9/16" [14mm]
Model F1FR Horizontal Sidewall Sprinkler
with Model FP Recessed Escutcheon
1/2" (13mm) Nominal Adjustment
Model F1FR Horizontal Sidewall Sprinkler
with Model F2 Recessed Escutcheon
1/2" (13mm) Nominal Adjustment
Model F1FR Horizontal Sidewall Sprinkler
with Model F1 Recessed Escutcheon
3/4" (19mm) Nominal Adjustment
F2 Recessed escutcheon
1/2" (13 mm) Adjustment
F1 Recessed escutcheon
3/4" (19 mm) Adjustment
4" - 12"
(102 mm - 305 mm)
Deflector to ceiling
9/16" [14mm]
4" - 12"
(102 mm - 305 mm)
Deflector to ceiling
9/16" [14mm]
Note: Model FP recessed assemblies may not be used where the pressure in the space behind the sprinkler is positive with respect to the space in the protected area. Ensure that the openings in the Model FP cup are unobstructed following installation.

Vented Cup
Recessed Installation: Horizontal Sidewall Sprinklers Figure 6 Bulletin 074
January 2024

Page 7 of 9 ends

www.reliablesprinkler.com
Installation
Model F1FR Series sprinklers must be installed in accordance with NFPA13 and the requirements of all applicable authorities having jurisdiction. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in this Bulletin.

Any other wrench may damage the sprinkler. The Models W2 and W4 wrenches have two sets of jaws. Use the smallest set of jaws that fit on the wrench flats of the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N.m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended
installation torque may cause leakage or impairment of the sprinkler.

Glass bulb sprinklers have orange bulb protectors or protective caps to minimize bulb damage during shipping, handling and installation. Reliable sprinkler installation wrenches are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprinkler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vulnerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors.

Standard Finishes Special Application Finishes
Sprinkler F1, F2 and FP(2)
Escutcheons
CCP Cover
Plate(2) Sprinkler F1, F2 and FP(2)
Escutcheons CCP Cover Plate(2)
Bronze Brass Chrome Electroless Nickel PTFE (3)(4) Bright Brass Bright Brass Chrome Chrome White Paint Bright Brass (5) Satin Chrome Satin Chrome White Polyester(3) White Polyester Satin Chrome Custom Color Polyester Custom Color Paint Custom Color Polyester(3)
Notes:

1. Paint or any other coa
ting applied over the factory finish will void all approvals and warranties.

2. Model FP escutcheons and Model CCP sprinklers utilize a galv anized steel cup with a finished trim ring or cover plate.

3. cULus Listed as corr
osion resistant.

4. FM Approv
ed as corrosion resistant.

5. For 200°F (93°C) maximum t
emperature rated sprinklers only.

Finishes(1) Table B
Maintenance
Reliable Model F1FR series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25, as well as the requirements of any Authorities Having Jurisdiction.

Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation.

Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler.

Replace any sprinkler which has been painted (other than factory applied). A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers.

Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event.

Wrenches
Model W4
(recessed, concealed pendent)
Model W2 (upright, pendent)
Model W13 (Legacy frame with guard installed)
Model W14 (New frame with guard installed)
Bulletin 074
January 2024

Page 8 of 9 ends

www.reliablesprinkler.com
P/N 9999970623
Bulletin 074
January 2024

Page 9 of 9 ends

www.reliablesprinkler.com
Guarantee
For the guarantee, terms, and conditions, visit www.
reliablesprinkler.com.

Ordering Information
Specify the following when ordering:

Model
• F1FR56
Deflect
or/Orientation
• Upright
• Intermediat
e Upright
• Pendent
• CCP Concealed Pendent
• Horizontal Sidew
all
• Vertic
al Sidewall
Temperature Rating
• See sprinkler technical specific
ations
Sprinkler Finish
• See Table B
Recessed E
scutcheon(1)(2)
• F1
• F2
• FP
Escutcheon F
inish
• See Table B
CCP Cov
er Plate Temperature Rating
• 135°F (57°C) [For use with 135°F (57°C)
and 155°F (68°C) sprinklers.]
• 165°F (74°C) [For use with 175°F (79°C)
and 200°F (93°C) sprinklers.]
CCP Cov
er Plate Finish
• See Table B
Sprinkler Wr
ench
• Model W2
• Model W4 (recessed
, concealed)
• Model W14 (New frame with guar
d installed)
• Model W13 (Legacy frame with guar
d installed)
Notes:

1. 286°F (141°C) sprinklers are not listed to be used recessed or concealed.

2. For FM, recessed sprinklers must use the Model F2 escutcheon. www.reliablesprinkler.com
Features
• Standard Coverage, Concealed Pendent (K2.8, 4.2, 5.6, & 8.0 [40, 60, 80, & 115 metric])
• Flat concealed cover plate available in a variety of finishes. • Available with Stainless Steel Clad cover plate (see T able I). • 3/4-inch (19 mm) cover plate adjustment.
• Cover plate available with optional gasket.

Product Description
Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets. All Model G5 series sprinklers use a fusible-link operating element.

The sprinklers are offered with a standard Model G5 cover plate, a Model G5 cover plate with a quick-response (QR) gasket, or a Model G5 cover plate with a standard-response (SR) gasket. Model G5 sprinklers with a gasketed cover plate are intended for use in dust free environments such as clean rooms.

Model G5 sprinklers must only be used with the Model G5 cover plate listed or approved with the sprinkler. Table A provides a summary of available Model G5 series sprinklers, along with Listing and Approval information for each sprinkler and cover plate combination.

Model G5 Series Sprinkler Summary Table A
Sprinkler
Model
K-Factor
gpm/psi1/2
(L/min/bar1/2)
Cover Plate
Model
Listings
and
Approvals
Sensitivity
Max. Working
Pressure
psi (bar)
Sprinkler
Identification
Number (SIN)
G5-28 2.8
(40)
G5 cULus QR
175 (12) RA3411FM SR
G5 QR Gasket cULus QR
G5 SR Gasket cULus, FM SR
G5-42 4.2
(60)
G5 cULus QR 175 (12) RA3413G5 QR Gasket
G5 SR Gasket cULus SR
G5-56 5.6
(80)
G5
cULus QR 250 (17)
RA3415
FM, LPCB, VdS, CE,
UKCA SR 175 (12)
G5 QR Gasket cULus QR 250 (17)
G5 SR Gasket cULus SR 250 (17)
FM SR 175 (12)
G5-56 300 5.6
(80)
G5 cULus QR 300 (21) RA4014G5 QR Gasket
G5 SR Gasket cULus SR
G5-80 8.0
(115)
G5 cULus QR 175 (12) RA3412G5 QR Gasket
G5 SR Gasket cULus SR
G5-80F 8.0
(115)
G5 FM SR 175 (12) RA3417G5 SR Gasket
Note: Gasket material is silicone rubber, available in white only.

Model G5 Cover Plate
with SR Gasket
Model G5 Cover Plate
with QR Gasket
Model G5 Cover Plate
Model G5 Series Sprinklers
Standard Spray, Flat Concealed Pendent
Available with Gasketed Cover Plate
Bulletin 034 April 2023
Model G5-56 Standard Coverage, Concealed Pendent Sprinkler SIN RA3415 Technical Specifications
Style: Flat Concealed Pendent
Threads: 1/2” NPT or ISO 7-1 R1/2
Nominal K-Factor: 5.6 (80 metric)
Max. Working Pressure:
175 psi (12 bar)
250 psi (17 bar) (cULus only)
Material Specifications
Fusible Link: Beryllium Nickel
Sprinkler Body: Brass Alloy
Levers: Bronze Alloy
Yoke: Brass Alloy
Sealing washer: Nickel with PTFE
Load Screw: Bronze Alloy
Towers: Copper Alloy
Pins: Stainless Steel
Deflector: Bronze Alloy
Cup: Steel
Temperature Ratings
Ordinary
165°F (74°C) (Sprinkler)
[135°F (57°C) (Cover Plate)]
Intermediate
212°F (100°C) (Sprinkler)
[165°F (74°C) (Cover Plate)]
Sensitivity
(See Table D)
Cover Plates
Model G5
Model G5 QR Gasket (cULus only)
Model G5 SR Gasket (cULus and FM only)
Cover Plate Finishes
(See Table I)
Sprinkler Wrench
Model W3
Model FC
Listings and Approvals
cULus Listed (Light & Ordinary Hazard only)
FM Approved
LPCB Approved
VdS Approved [165°F (74°C) only]
CE Listed (2831-CPR-S2062)
UKCA: 0832-UKCA-CPR-S5045
Model G5-56 Sprinkler Components and Dimensions Figure 3 Model G5-56 Sensitivity Table D
Cover Plate Model
Listing or Approval Agency
cULus FM LPCB, VdS, CE, UKCA
G5 QR SR SR
G5 QR Gasket QR -- --
G5 SR Gasket SR SR --
QR: Quick-response
SR: Standard-response
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April 2023

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www.reliablesprinkler.com
Installation Dimensions and Cover Plate Information Table H Cover Plate
Model
Cover Plate
Diameter
Inch
(mm)
Recommended
Hole Diameter in
Ceiling
Inch
(mm)
Cover Plate
Adjustment
Inch
(mm)
Min. to Max.

Face of Fitting
to
Ceiling(1)
Inch
(mm)
Min. to Max.

Dropped
Deflector
Distance
below Ceiling
Inch
(mm)
Cover Plate
Temperature
Rating
°F
(°C)
G5 3-5/16
(84)
2-5/8
(67)
3/4
(19)
1-1/2 to 2-1/4
(38 to 57)
1/4 to 1
(6 to 25)
135°F(3)
(57°C)
or
165°F(4)
(74°C)
G5 QR Gasket(2) 3-11/16
(94)
G5 SR Gasket(2) 4
(101 mm)
Notes:

1. Face of fitting to ceiling dimensions are based on nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation. A 1/2” x 1/2” brass nipple extension (Reliable P/N 6999991900) is available to assist with replacement of Reliable Model G4A sprinklers.

2. Model G5 QR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. Model G5 QR Gasket and Model G5 SR Gasket cover plates and gaskets are not interchangeable.

3. For use with 165°F (74°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F (38°C).

4. For use with 212°F (100°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F (66°C).

Notes:

1. Paint or any other coating applied over the factory finish will void all approvals and warranties.

2. Cover plates do not carry corrosion resistant listings or approvals.

3. Custom color paint is semi-gloss unless specified otherwise.

4. Not listed for use with QR sealing gasket.

5. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Alloy on the back side.

Application
Model G5 series sprinklers are standard coverage, flat plate concealed pendent sprinklers. The sprinklers are intended for use in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets, as well as the requirements of the applicable approval agencies.

Model G5 series sprinklers are available as either Quick-response (QR) or Standard-response (SR) depending on the approval agency and cover plate selected.

Model G5 series sprinklers use Model
G5 flat cover plates. Model
G5 QR Gasket and G5 SR Gasket cover plates are available to limit air and dust movement through the ceiling.

Listing & Approval Agencies
Individual Model G5 series sprinkler may be listed or approved by the following agencies:
• Underwriters Laboratories, Inc. and UL Canada (cULus) Listing Category: Sprinklers, Automatic and Open
Guide Number: VNIV
• FM Approvals (FM)
• Loss Prevention Certification Board (LPCB)
• VdS Schadenverhütung GmbH (VdS)
• EC-Certificate of Conformity 0832-CPD-2062 (CE)
• UKCA EN12259-1 : 1999 +A3:2006
See Table A and the individual sprinkler data sheets in this Bulletin for listings and approvals applicable to each sprinkler.

Standard Finishes Special Application Finishes
White Paint
Chrome(4)
Off-White Paint
Black Paint
Custom Color Paint (Specify)(3)
Raw Brass (Lacquered)
Bright Brass(4)
Finished Bronze (4)
Satin Chrome (4)
Stainless Steel Clad(5)
Custom Printed
Cover Plate Finishes(1)(2) Table I
Installation
Model G5 series sprinklers are intended to be installed in accordance with NFPA 13, FM Global Property Loss Prevention Data Sheets, and the requirements of applicable authorities having jurisdiction. Model G5 series sprinklers must not be installed in ceilings with positive pressure in the space above.

Ensure that the 4 slots in the cup are open and unobstructed following installation.

Model G5 series sprinklers are shipped with a wrench-able protective cap that should remain on the sprinkler until the sprinkler system is placed in service following construction.

Model G5 series sprinklers can be installed without removing the wrench-able protective cap using the Model W3 wrench.

Alternatively, Model G5 series sprinklers can be installed using the Model FC wrench by temporarily removing the protective cap during installation of the sprinkler. The use of any other wrench to installed Model G5 series sprinklers is not permitted and may damage the sprinkler.

Bulletin 034
April 2023

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www.reliablesprinkler.com
Replace any sprinkler or cover plate which has been painted (other than factory applied). Properly installed Model G5 cover plates will have an air gap that is required for proper operation, do not seal the gap or paint the cover plates. Model G5 series sprinklers have holes in the cup that must remain unobstructed.

Replace any sprinkler which has been damaged. A stock of spare sprinklers should be maintained to allow quick re-placement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event.

Guarantee
For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com.

Patents
Model G5 series sprinklers may be covered by one or more of the following patents:

U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 9,248,327
Ordering Information
Specify the following when ordering.

Sprinkler
• Model [G5-28] [G5-42] [G5-56] [G5-56 300]
[G5-80] [G5-80F]
• Temperature Rating [165°F (74°C)] [212°F (100°C)]
• Threads [NPT or ISO 7-1]
Cover Plate
• Model [G5, G5 QR Gasket, G5 SR Gasket]
• Finish (See Table I)
Sprinkler Wrench
• Model W3
• Model FC
P/N 9999970421
Fully insert the Model W3 wrench over the cap until it reaches the bottom of the cup, or the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the sprinkler/cup assembly. The Model W3 and FC wrenches are designed to be turned with a standard
1/2” square
drive. Tighten the sprinkler into the fitting after applying a PTFE based thread sealant to the sprinkler’s threads. Recommended installation torque is specified in Table J.

Installation Torque Table J
Sprinkler Threads
Recommended Installation
Torque (min. – max.)
ft.lb N·m
½” NPT or ISO7-1R1/2 8-18 11-24
¾” NPT or ISO7-1R3/4 14-20 19-27
Do not exceed the maximum recommended torque. Exceeding the maximum recommended torque may cause leakage or impairment of the sprinkler. Use care when inserting or removing the wrench from the sprinkler to avoid damage to the sprinkler.

Install the cover plate by hand, pushing and then turning the cover in the clockwise direction until it is tight against the ceiling. For Model
G5 QR Gasket and Model G5 SR Gasket cover plates, the
gasket should be attached to the flange of the cover plate skirt only. Do not glue the gasket in place or allow the gasket to overlap both the cover plate and the flange of the skirt.

Maintenance
Reliable Model G5 series sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25, as well as the requirements of any Authorities Having Jurisdiction.

Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler.

Model FC
For use with Model G5 Series sprinklers
without wrench-able cap installed
Wrench
Model W3
For use with Model G5 Series sprinklers with
wrench-able cap installed
Bulletin 034
April 2023

Page 9 of 9 ends

www.reliablesprinkler.com
data sheet
The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability
or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products.

FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015

OR LOG ONTO
WWW.ARGCO.COM
Fire Sprinkler Pressure Gauges
0-300 psi
water
0-300 psi air
0-300 psi air/water
Application: Fluid medium which does not clog connection port or corrode copper alloy.

Specifically designed
for the fire sprinkler industry.

Size: 4” (100 mm)
Accuracy ± 3/2/3% of span (ASME B40.1 Grade B)
Working Range
Steady: 3/4 of full scale value
Fluctuating: 2/3 of full scale value
Short time: full scale value
Operating Temperature
Ambient: -40°F to 140°F (-40°C to 60°C)
Media: max. 140°F (+60°C)
Temperature Error
Additional error when temperature changes from reference temperature of 68°F (20°C) +0.4% for every 18° F (10°C) rising or falling. Percentage of span.

Standard Features
Connection Material: copper alloy
Lower mount
(LM) - not available for 1½" size
1/4" NPT limited to wrench flat area
Bourdon Tube: Material: copper alloy C-type
Movement: Copper alloy, silicone dampened
Dia: White plastic with stop pin - black & red lettering Pointer: Black aluminum
Case: Black polycarbonate
Approvals
UL listed (UL-393)
FM
approved
Meets NFPA 25 Standards
Standard Scale
PSI
Window
Acrylic, ultrasonically welded to case
Standard Series • Type 110.10sp
Order Options
water
air/water
air

UNITED BRASS WORKS, INC
714 S. Main St.. Randleman, N.C. 27317
Phone: 800/334-3
035 Fax: 800/498-4696

MATERIAL LIST
NO. DESCRIPTION MATERIAL
1 Hex Nut
Steel
2 Hand Wheel Zinc
3 Packing Nut Brass
4 Packing Graphite Non-Asb.
5 Bonnet (¼” – 1”)
Bonnet (1¼” – 2”)
Brass
Bronze
6 Stem & Disc Holder Brass
7 Disc Buna N
8 Body Bronze
Size ½” ¾” 1” 1 ¼” 1 ½” 2”
A 2.22 2.47 2.97 3.56 4.06 4.69
B 2.03 2.38 2.75 3.00 3.72 3.72
C (closed) 3.38 3.50 4.25 4.75 5.50 5.50
Ship Wt. (lbs.) 0.69 0.94 1.76 2.50 3.26 5.32
Qty. Unit Pack 12 6 6 4 2 2
Qty. Per Case 72 60 36 24 12 12
Model 125SUL Globe Valve
Soft Disc
UL Listed for Fire Sprinkler Service at 250 WOG
200 WOG @ 180 ° Max
100% Pressure Tested
Threaded Ends
Rising Stem • Integral Seat
Swivel Disc Holder
*Contains Lead. Not Intended for Use in Potable Water
Systems*

Reliability, Versatility, Code Compatibility
Note: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve.

Standard relief valves are required to oPeN in a range of pressure between 90% and 105% of their rating. the valves are required to CLoSe at a pressure above 80% of that rating. the relief valve should be installed where it is easily accessible for maintenance. Care should be taken that the relief valve CANNot be isolated from the system when the system is operational. A relief valve should NeVeR have a shutoff valve or a plug downstream of its outlet.

SS-M1011A_V001 · 06/13 TESTa nDRAIN® is a registered trademark of AGF Manufacturing Inc.

Model 1011A
TESTa nDRaIn®
Sectional Floor Control Test and Drain Valve
for Systems Requiring Pressure Relief Valve
Complies with NFPA 13 and NFPA 13R Requirements •
Compact, Single-Handle Ball Valve •
Tamper-Resistant Test Orifice and Sight Glasses•
300 PSI rated.•
Specifiable orifice sizes: ³⁄• 8" (2.8K), 7⁄16" (4.2K), ½" (5.6K), 17⁄32" (8.0K), 5⁄8" (11.2K, ELO), ¾" (14.0K, ESFR), and K25 Relieves Excess System Pressure caused by Surges or Temperature Changes • Shipped with Relief Valve and Bypass Drain Ports Plugged to Expedite Pressure Testing• Locking Kit Available•
Repair kits are available for all TESTa nDRaIn® valves. Kit includes: Adapter Gasket (1), Ball (1), Valve Seats (2), Stem Packing (1), and Stem Washer (1). Valve and orifice size must be specified when ordering.

The AGF Model 1011A TESTa nDRaIn® provides the test and express drain functions for wet fire sprinkler systems on multi-story installations requiring pressure relief (NFPA 13 and NFPA 13R). The Model 1011A features a Model 7000 Pres- sure Relief Valve with drain pipe.

The Model 1011A is available in a full range of sizes (¾" to 2") with NPT connections (BSPT available). The Model 7000 Pressure Relief Valve (UL/FM) features a flushing handle and a 175 PSI factory rating (other pressure ratings available).

Sizes:
¾" 1" 1¼" 1½" 2"
Dimensions

SIZE A B C D E F G H
¾" 79⁄16"
(191 mm)
11⁄2"
(37.5 mm)
23⁄16"
(57 mm)
35⁄8"
(93 mm)
33⁄8"
(86 mm)
113⁄16"
(46 mm)
49⁄16"
(117 mm)
63⁄8"
(162.5 mm)
1" 79⁄16"
(191 mm)
11⁄2"
(37.5 mm)
23⁄16"
(57 mm)
35⁄8"
(93 mm)
33⁄8"
(86 mm)
113⁄16"
(46 mm)
49⁄16"
(117 mm)
63⁄8"
(162.5 mm)
11⁄4" 715⁄16"
(201 mm)
111⁄16"
(43 mm)
29⁄16"
(65 mm)
41⁄4"
(108 mm)
35⁄8"
(91 mm)
115⁄16"
(51 mm)
59⁄16"
(141 mm)
71⁄2"
(192 mm)
1½" 815⁄16"
(227 mm)
113⁄16"
(45 mm)
31⁄4"
(81.5 mm)
51⁄16"
(127 mm)
37⁄8"
(99 mm)
25⁄8"
(67 mm)
81⁄4"
(207 mm)
107⁄8"
(274 mm)
2" 815⁄16"
(227 mm)
113⁄16"
(45 mm)
31⁄4"
(81.5 mm)
51⁄16"
(127 mm)
37⁄8"
(99 mm)
25⁄8"
(67 mm)
81⁄4"
(207 mm)
107⁄8"
(274 mm)
*Available on 1¼" to 2" size units only • **Available on 1½" and 2" size units only Approvals
UL and ULC Listed:
(EX4019 & EX4533)
FM Approved
NYC-BSA No. 720-87-SM
Job Name:__________________________________
Architect: ___________________________________
Engineer: ___________________________________
Contractor: _________________________________
USA Patent # 4741361 and Other Patents Pending
Materials
Handle ................ Steel
Stem ................... Rod Brass
Ball ...................... C.P . Brass
Body ................... Bronze
Valve Seat ........... Impregnated Teflon®
Indicator Plate .... Steel
Relief Valve ......... Bronze
Bypass Fittings ... Brass
Bypass Tubing .... Nylobraid
Orifice Sizes
3⁄8", 7⁄16", ½", 17⁄32", 5⁄8" ELO*,
¾" ESFR*, and K25**
AGF Manufacturing Inc.
100 Quaker Lane, Malvern, PA 19355
Phone: 610-240-4900
Fax: 610-240-4906
www.testandrain.com
The Model 1011A provides the following…
From the 2013 Edition of NFPA 13
Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system.

Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) – & 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2.

Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain.

Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow… using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler…
Chapter 8.17.4.2.2 The test connection valve shall be accessible.

Chapter 8.17.4.2.4 shall be permitted to be installed in any location… downstream of the waterflow alarm.

Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler…
Chapter 8.17.4.3.2 The trip test connection… with a shutoff valve and plug not less than 1", at least one of which shall be brass.

Chapter 7.1.2 - a wet pipe system shall be provided with a listed relief valve set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater.

Chapter 8.16.1.2.3* A listed relief valve of not less than ½" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding rated pressure of the system.

Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve
Model 1011A
TESTa nDRaIn®
Model 1011A 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve Factory Rated at 175 PSI with other setting available
TO
DRAIN
TO
DRAIN
H
F
G
E
A
A
INLET
D
B
C
Model 1011A - Front View
Model 1011A - Plan View
TO
DRAIN
TO
DRAIN
H
F
G
E
A
A
INLET
D
B
C
5-1/4"
4-3/4"
1 5
9 8
10 3
6 2 4
12 11
7 MVC15-1N/A
9/3/2015
MODEL MVC-15

METRAVENT AUTOMATIC AIR VENT
MODEL MVC-15

METRAVENT AUTOMATIC

AIR VENT
NSF 372 - LEAD FREE
The wetted surface of this product contacted
by consumable water contains less than one
quarter of one percent (0.25%) of lead by
weight. Material complies with state codes
and standards, where applicable, requiring
reduced lead content.
9/4/2015ZB

QTY SIZE PART NUMBER MAX TEMP INLET SIZE OUTLET SIZE ORIFICE SIZE WT (LBS) 1/2" (15mm)
MVC150050 250 F 1/2" NPT 1/2" NPT 1/16" 5-1/2
3/4" (20mm) MVC150075 250 F 3/4" NPT 1/2" NPT 1/16" 5-1/2 1" (25mm) MVC150100 250 F 1" NPT 1/2" NPT 1/16" 5-1/2

PART PART NAME MATERIAL
1 BODY CAST IRON A126
2 COVER CAST IRON A126
3 LEVER FRAME STAINLESS STEEL
4 SEAT STAINLESS STEEL
5 FLOAT STAINLESS STEEL
6 GASKET NON ASBESTOS

PART PART NAME MATERIAL
7 COVER BOLT CARBON STEEL
8 FLOAT ARM STAINLESS STEEL
9 ORIFICE BUTTON FLUOROELASTOMER
10 PIVOT PIN/RETAINER STAINLESS STEEL
11 PIPE PLUG (0.5") STAINLESS STEEL
12 LOCATOR STAINLESS STEEL
REV. 1 PART NUMBER UPDATED DATE 2/28/2017 DRAWN BY:

APPROVED: DATE:

DATE:

SCALE: DRAWING NUMBER:

CUSTOMER:__________________________________
PROJECT:____________________________________
ENGINEER:___________________________________
2323 W. HUBBARD ST.

CHICAGO, IL 60612
TEL: 312-738-3800
FAX: 312-738-0415
WWW.METRAFLEX.COM
DKISH
As the leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose.

Always ready to protect your most valuable assets.

EDDYTHREAD 40
800.325.4467
[email protected]
BullMooseTube.com
Bull Moose Fire Sprinkler Pipe Product Information
Nominal Pipe Size (Inches) 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4" 6" 8" O.D. (in) 1.295 1.650 1.900 2.375
I.D. (in) 1.083 1.418 1.654 2.123
Empty Weight (lb/ft) 1.461 2.070 2.547 3.308
Water Filled Weight (lb/ft) 1.860 2.754 3.468 4.842
C.R.R. 1.00 1.00 1.00 1.00
Pieces per Lift 70 51 44 30
Lift Weight (lbs) 21' lengths 2,148 2,217 2,353 2,084
Lift Weight (lbs) 24' lengths 2,454 2,534 2,690 2,382
Lift Weight (lbs) 25' lengths 2,557 2,639 2,802 2,481
EDDYTHREAD 40
EDDYTHREAD 40 ADVANTAGES:
• UL listed (US & Canada ) and FM approved
• ASTM A135 and A795 T
ype E, Grade A Certified
• Complies with NFPA-13, 13R and 14
• Industry-leading h
ydraulic characteristics
• CRR of 1.0 and gr
eater
• All pipe NDT w
eld tested
OTHER BENEFITS/SERVICES:
• We have the most stocking locations in the industry,
for best delivery and a
vailability
• Plain end or roll gr
oove
• Eddy Guar
d II™ bacterial-resistant internal coating
• Custom l
ength options
• Hot dipped gal
vanization
• Reddi-Pipe® red or black pipe eliminates field painting • Compatible for use in wet, dry, preaction and deluge
sprinkler
systems
• The only mak
er with EPDs (to help earn LEED points).

Exclusive maker of Reddi-Pipe®
RED OR BLACK PAINTED PIPE.

As the leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose.

SCHEDULE 10 & 40 ADVANTAGES:
• UL listed (US & Canada ) and FM approved
• ASTM A135 and A795 T
ype E, Grade A Certified
• Complies with NFPA-13, 13R and 14
• Industry-leading h
ydraulic characteristics
• CRR of 1.0 and gr
eater
• All pipe NDT w
eld tested
OTHER BENEFITS/SERVICES:
• We have the most stocking locations in the industry,
for best delivery and a
vailability
• Plain end or roll gr
oove
• Eddy Guar
d II™ bacterial-resistant internal coating
• Custom l
ength options
• Hot dipped gal
vanization
• Reddi-Pipe® red or black pipe eliminates field painting • Compatible for use in wet, dry, preaction and deluge
sprinkler
systems
• The only mak
er with EPDs (to help earn LEED points).

Always ready to protect your most valuable assets.

SCHEDULE 10 & 40
Exclusive maker of Reddi-Pipe®
RED OR BLACK PAINTED PIPE.
800.325.4467
[email protected]
BullMooseTube.com
Nominal Pipe Size (Inches) 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4" 6" 8" O.D. (in) 1.315 1.660 1.900 2.375 2.875 3.500 4.500 6.625 8.625 I.D. (in) 1.097 1.442 1.682 2.157 2.635 3.260 4.260 6.357 8.249 Empty Weight (lb/ft) 1.410 1.810 2.090 2.640 3.530 4.340 5.620 9.290 16.940 Water Filled Weight (lb/ft) 1.820 2.518 3.053 4.223 5.893 7.957 11.796 23.038 40.086 C.R.R. 15.27 9.91 7.76 6.27 4.92 3.54 2.50 1.158 1.805
Pieces per Lift 91 61 61 37 30 19 19 10 7
Lift Weight (lbs) 21' lengths 2,695 2,319 2,677 2,051 2,224 1,732 2,242 1,951 2,490 Lift Weight (lbs) 24' lengths 3,079 2,650 3,060 2,344 2,542 1,979 2,563 2,230 2,848 Lift Weight (lbs) 25' lengths 3,208 2,760 3,187 2,442 2,648 2,062 2,670 SCHEDULE 10
NPS (In.) 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4"

1.315 1.660 1.900 2.375 2.875 3.500 4.500

1.049 1.380 1.610 2.067 2.469 3.068 4.026

1.680 2.270 2.720 3.660 5.800 7.580 10.800

2.055 2.918 3.602 5.114 7.875 10.783 16.316

1.00 1.00 1.00 1.00 1.00 1.00 1.00
70 51 44 30 30 19 19
2,470 2,431 2,513 2,306 3,654 3,024 4,309
2,822 2,778 2,872 2,635 4,176 3,456 4,925
2,940 2,894 2,992 2,745 4,350 3,601 5,130
SCHEDULE 40
Bull Moose Fire Sprinkler Pipe Product Information

Specifications
• branded cast iron threaded fittings are UL Listed and FM Approved at 300psi • Rated to 125# WSP
• Casting date on each fitting
• Grey iron castings conform to ASTM A126
• Cast iron fitting dimensions conform to ASME B16.4 Class 125 • NPT threads on fittings conform to ASME B1.20.1
• Cast iron fittings have SCI Trademark and are 100% air tested • Manufacturing facility is ISO 9001:2008 and ISO 14001

SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com97

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IN Part Number A
IN
B
IN
Packing Weight
LBInner Master
1 x 1/2 37RE1010004 1.36 1.26 50 100 0.5
1 x 3/4 37RE1010006 1.45 1.38 40 80 0.7
1-1/4 x 1/2 37RE1012004 1.53 1.34 32 64 0.8
1-1/4 x 3/4 37RE1012006 1.63 1.45 28 56 0.9
1-1/4 x 1 37RE1012010 1.67 1.58 25 50 1.0
1-1/2 x 1/2 37RE1014004 1.75 1.52 25 50 1.0
1-1/2 x 3/4 37RE1014006 1.75 1.52 20 40 1.1
1-1/2 x 1 37RE1014010 1.80 1.65 18 36 1.3
1-1/2 x 1-1/4 37RE1014012 1.88 1.82 14 28 1.5
2 x 1/2 37RE1020004 1.97 1.60 15 30 1.4
2 x 3/4 37RE1020006 1.97 1.60 15 30 1.6
2 x 1 37RE1020010 2.02 1.73 12 24 1.8
2 x 1-1/2 37RE1020014 2.16 2.02 10 20 2.3
Size
IN Part Number A
IN
Packing Weight
LBInner Master
1/2 37E 1004 1.13 90 180 0.3
3/4 37E 1006 1.31 50 100 0.5
1 37E 1010 1.50 35 70 0.8
1-1/4 37E 1012 1.75 20 40 1.3
1-1/2 37E 1014 1.94 15 30 1.7
2 37E 1020 2.25 7 14 2.7
2-1/2 37E 1024 2.70 4 8 4.3
Size
IN Part Number A
IN
Packing Weight
LBInner Master
1 37F 1010 1.26 40 80 0.7
1-1/4 37F 1012 1.29 22 44 1.2
1-1/2 37F 1014 1.44 16 32 1.5
2 37F 1020 1.69 8 16 2.6
Size
IN Part Number A
IN
Packing Weight
LBInner Master
1/2 37T 1004 1.13 60 120 0.4
3/4 37T 1006 1.31 30 60 0.7
1 37T 1010 1.50 20 40 1.1
1-1/4 37T 1012 1.75 12 24 1.8
1-1/2 37T 1014 1.94 8 16 2.4
2 37T 1020 2.25 5 10 3.8
Size
IN Part Number A
IN
Packing Weight
LBInner Master
1 x 1/2 37RC1010004 1.69 60 120 0.5
1 x 3/4 37RC1010006 1.69 50 100 0.6
2 x 1 (not hex) 37RC1020010 2.81 16 32 1.5
Fig. 37E 1 – 90° Elbow
Fig. 37RE1 – 90° Reducing Elbow
Fig. 37F 1 – 45° Elbow
Fig. 37T 1 – Tee
Fig. 37RC1 – Hex Coupling
Cast Iron Fittings - Class 125 UL/FM
SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 98

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IN Part Number A
IN
B
IN
C
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Packing Weight
LBInner Master
1 x 1/2 37RT1010004 1.26 1.26 1.36 25 50 0.9
1 x 1/2 x 1 37RT1010004010 1.50 1.36 1.50 24 48 0.9
1 x 3/4 37RT1010006 1.38 1.38 1.45 22 44 1.0
1 x 3/4 x 1 37RT1010006010 1.50 1.45 1.50 20 40 1.0
1 x 1-1/4 37RT1010012 1.67 1.67 1.58 15 30 1.4
1-1/4 x 1/2 37RT1012004 1.34 1.34 1.53 18 36 1.3
1-1/4 x 1/2 x 1-1/4 37RT1012004012 1.75 1.53 1.75 18 36 1.4 1-1/4 x 3/4 37RT1012006 1.45 1.45 1.62 15 30 1.4
1-1/4 x 3/4 x 1-1/4 37RT1012006012 1.75 1.62 1.75 15 30 1.5 1-1/4 x 1 37RT1012010 1.58 1.58 1.67 15 30 1.6
1-1/4 x 1 x 1/2 37RT1012010004 1.34 1.26 1.53 20 40 1.1 1-1/4 x 1 x 3/4 37RT1012010006 1.45 1.38 1.63 16 32 1.2 1-1/4 x 1 x 1 37RT1012010010 1.58 1.50 1.69 15 30 1.4
1-1/4 x 1 x 1-1/4 37RT1012010012 1.75 1.69 1.75 12 24 1.6 1-1/4 x 1 x 1-1/2 37RT1012010014 1.88 1.80 1.82 12 24 1.8 1-1/4 x 1-1/2 37RT1012014 1.88 1.88 1.82 10 20 2.0
1-1/2 x 1/2 37RT1014004 1.41 1.41 1.66 12 24 1.6
1-1/2 x 1/2 x 1-1/4 37RT1014004012 1.81 1.56 1.88 12 24 1.7 1-1/2 x 1/2 x 1-1/2 37RT1014004014 1.94 1.66 1.94 12 24 1.8 1-1/2 x 3/4 37RT1014006 1.52 1.52 1.75 12 24 1.8
1-1/2 x 3/4 x 1-1/4 37RT1014006012 1.94 1.66 1.88 12 24 1.7 1-1/2 x 3/4 x 1-1/2 37RT1014006014 1.94 1.75 1.94 12 24 1.9 1-1/2 x 1 37RT1014010 1.65 1.65 1.80 10 20 1.9
1-1/2 x 1 x 1/2 37RT1014010004 1.44 1.25 1.69 18 36 1.3 1-1/2 x 1 x 3/4 37RT1014010006 1.50 1.44 1.75 15 30 1.4 1-1/2 x 1 x 1 37RT1014010010 1.65 1.50 1.80 12 24 1.6
1-1/2 x 1 x 1-1/4 37RT1014010012 1.82 1.67 1.88 10 20 1.8 1-1/2 x 1 x 1-1/2 37RT1014010014 1.94 1.80 1.94 8 16 2.1 1-1/2 x 1-1/4 37RT1014012 1.82 1.82 1.88 8 16 2.2
1-1/2 x 1-1/4 x 1/2 37RT1014012004 1.41 1.34 1.66 15 30 1.5 1-1/2 x 1-1/4 x 3/4 37RT1014012006 1.52 1.45 1.75 12 24 1.6 1-1/2 x 1-1/4 x 1 37RT1014012010 1.65 1.58 1.80 12 24 1.8 1-1/2 x 1-1/4 x 1-1/4 37RT1014012012 1.82 1.75 1.88 10 20 2.1 1-1/2 x 1-1/4 x 1-1/2 37RT1014012014 1.94 1.88 1.94 8 16 2.3 1-1/2 x 1-1/4 x 2 37RT1014012020 2.16 2.10 2.02 6 12 2.7 1-1/2 x 2 37RT1014020 2.16 2.16 2.02 5 10 2.9
2 x 1/2 37RT1020004 1.49 1.49 1.88 8 16 2.6
2 x 3/4 37RT1020006 1.60 1.60 1.97 8 16 2.6
2 x 1 37RT1020010 1.73 1.73 2.02 6 12 2.9
2 x 1 x 2 37RT1020010020 2.25 2.02 2.25 5 10 3.1
2 x 1-1/4 37RT1020012 1.90 1.90 2.10 5 10 3.2
2 x 1-1/4 x 2 37RT1020012020 2.25 2.10 2.25 5 10 3.2
2 x 1-1/2 37RT1020014 2.02 2.02 2.16 5 10 3.3
2 x 1-1/2 x 1/2 37RT1020014004 1.49 1.41 1.88 8 16 2.1
2 x 1-1/2 x 3/4 37RT1020014006 1.60 1.52 1.97 8 16 2.2
2 x 1-1/2 x 1 37RT1020014010 1.73 1.65 2.02 8 16 2.4
2 x 1-1/2 x 1-1/4 37RT1020014012 1.90 1.82 2.10 7 14 2.7 2 x 1-1/2 x 1-1/2 37RT1020014014 2.02 1.94 2.16 7 14 2.9 2 x 1-1/2 x 2 37RT1020014020 2.25 2.16 2.25 5 10 3.4
2 x 2-1/2 37RT1020024 2.60 2.60 2.39 3 6 4.6
Fig. 37RT1 – Reducing Tee
Cast Iron Fittings - Class 125 UL/FM
Pipe Name Manufacturers
Dyna- Thread®, Central- Thread®, XL® , XL-II® , Dyna-Flow®, Super 40®, Super- Flo®, TL®, Central 7 ®, B LT ® Allied Tube and Conduit Corp.

Eddylite®, Eddy Flow®, Eddy Thread 40® Bull Moose Tube Co.

Gal-7® IDOD Systems Co.

EZ-Flow® Northwest Pipe Company
WLS®, Mega Flow®, Mega- Thread®, M LT®, GL® Wheatland Tube Company Steady Flow®, Steady Thread® Welded Tube Corp.

Fire-Flo®, Ez- Thread® Youngstown Tube Co.

Tex- Flow® Tex- Tube International
Fire Line Flow®, Rapid Thread®, Rapid-Thread Light® Western International Forest Products Inc.

COOPLET® W eld Outlets are UL Listed and FM Approved for use on Sch 10, Sch 40 and the following sprinkler pipe Weld Outlet Specifications
• Branded COOPLET® Weld Outlets are UL Listed and FM Approved at 300 psi • COOPLET® Weld Outlets (Threaded) conform to ASTM A-106, ASME B1.20.1 • COOPLET® Grooved Weld Outlets are made from Sch 40 Pipe, ASTM A-53 Grade A • COOPLET® Grooved Weld Outlets size-on-size are UL Listed Only • All Grooves are cut grooved per AWWA C606
• ProPak™ Packaging
• Intended for use on fire protection systems
COOPLET®
Weld Outlets & Adapter Nipples
Adapter Nipple Specifications

SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 243

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in
Pipe Run
Size Part Number A
in
B
in
Packing Weight
lbInner Master
1/2 1 to 1-1/2 61FT1004010 1.063 0.750 50 400 0.1
1/2 2 to 2-1/2 61FT1004020 1.063 0.750 50 400 0.1
1/2 3 to 8 61FT1004030 1.063 0.750 50 400 0.1
3/4 1 to 1-1/2 61FT1006010 1.125 0.875 50 300 0.2
3/4 2 to 2-1/2 61FT1006020 1.125 0.875 50 300 0.2
3/4 2-1/2 61FT1006024 1.125 0.875 50 300 0.2
3/4 3 to 8 61FT1006030 1.125 0.875 50 300 0.2
1 1-1/4 to 1-1/2 61FT1010012 1.250 1.125 50 200 0.2
1 1-1/2 61FT1010014 1.250 1.125 50 200 0.2
1 2 to 2-1/2 61FT1010020 1.250 1.125 50 200 0.2
1 2-1/2 61FT1010024 1.250 1.125 50 200 0.2
1 3 to 4 61FT1010030 1.250 1.125 50 200 0.2
1 5 to 8 61FT1010060 1.250 1.125 50 200 0.2
1-1/4 1-1/2 61FT1012014 1.375 1.500 70 140 0.3
1-1/4 2 61FT1012020 1.375 1.500 70 140 0.3
1-1/4 2-1/2 61FT1012024 1.375 1.500 70 140 0.3
1-1/4 3 to 4 61FT1012030 1.375 1.500 70 140 0.3
1-1/4 5 to 8 61FT1012060 1.375 1.500 70 140 0.3
1-1/2 2 61FT1014020 1.625 1.625 50 100 0.5
1-1/2 2-1/2 61FT1014024 1.625 1.625 50 100 0.5
1-1/2 3 61FT1014030 1.625 1.625 50 100 0.5
1-1/2 4 to 5 61FT1014040 1.625 1.625 50 100 0.5
1-1/2 6 to 8 61FT1014060 1.625 1.625 50 100 0.5
2 2-1/2 61FT1020024 1.750 2.000 25 50 0.8
2 3 61FT1020030 1.750 2.000 25 50 0.8
2 4 to 5 61FT1020040 1.750 2.000 25 50 0.8
2 6 to 8 61FT1020060 1.750 2.000 25 50 0.8
2-1/2 3 61FT1024030 2.215 2.500 15 30 1.4
2-1/2 4 61FT1024040 2.215 2.500 15 30 1.4
2-1/2 6 61FT1024060 2.215 2.500 15 30 1.4
2-1/2 8 61FT1024080 2.215 2.500 15 30 1.4
3 4 61FT1030040 2.500 3.000 8 16 2.4
3 6 61FT1030060 2.500 3.000 8 16 2.3
3 8 61FT1030080 2.500 3.000 8 16 2.3
4 6 61FT1040060 3.000 4.000 4 8 4.1
4 8 61FT1040080 3.000 4.000 4 8 4.0
Fig. 61FT1 – Threaded Weld Outlet
B
COOPLET® Threaded Weld Outlets - 300#
Size
in
Pipe Run
Size Part Number A
in
B
in
Packing Weight
lbInner Master
1-1/4 1-1/4 61CG1012012 3.00 1.38 40 80 0.5
1-1/2 1-1/2 61CG1014014 3.00 1.61 25 50 0.6
2 2 61CG1020020 3.00 2.00 16 32 0.8
2-1/2 2-1/2 61CG1024024 3.00 2.50 12 24 1.3
3 3 61CG1030030 3.00 3.00 6 12 1.8
4 4 61CG1040040 4.00 4.00 4 8 3.5
6 6 61CG1060060 4.00 6.00 - 2 6.5
8 8 61CG1080080 4.00 8.00 - 2 11.6
Fig. 61CG1 – Grooved Weld Outlet (size on size)*
*Size on Size Grooved Weld Outlets are UL Listed Only
A
B
All Grooves are Cut Grooved
SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 244

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lb
1 x 3 61GB4010030 3.00 1.32 150 0.3
1 x 4 61GB4010040 4.00 1.32 100 0.5
1-1/4 x 4 61GB4012040 4.00 1.66 50 0.6
1-1/2 x 4 61GB4014040 4.00 1.90 50 0.7
2 x 4 61GB4020040 4.00 2.38 25 1.1
2-1/2 x 4 61GB4024040 4.00 2.88 27 1.6
3 x 4 61GB4030040 4.00 3.50 18 2.4
4 x 6 61GB4040060 6.00 4.50 8 5.1
5 x 6 61GB4050060 6.00 5.56 2 6.6
6 x 6 61GB4060060 6.00 6.63 2 8.6
8 x 6 61GB4080060 6.00 8.63 2 13.2
Fig. 61GB4 – Schedule 40 Grooved x Bevel Adapter Nipple Bevel
37-1/2°
Size
in
Pipe Run
Size Part Number A
in
B
in
Packing Weight
lbInner Master
1-1/4 1-1/2 61CG1012014 3.00 1.38 40 80 0.5
1-1/4 2 61CG1012020 3.00 1.38 40 80 0.5
1-1/4 2-1/2 61CG1012024 3.00 1.38 40 80 0.5
1-1/4 3 61CG1012030 3.00 1.38 40 80 0.5
1-1/4 4 to 5 61CG1012040 3.00 1.38 40 80 0.5
1-1/4 6 to 8 61CG1012060 3.00 1.38 40 80 0.5
1-1/2 2 61CG1014020 3.00 1.61 25 50 0.6
1-1/2 2-1/2 61CG1014024 3.00 1.61 25 50 0.6
1-1/2 3 61CG1014030 3.00 1.61 25 50 0.6
1-1/2 4 to 5 61CG1014040 3.00 1.61 25 50 0.6
1-1/2 6 to 8 61CG1014060 3.00 1.61 25 50 0.6
2 2-1/2 61CG1020024 3.00 2.00 16 32 0.8
2 3 61CG1020030 3.00 2.00 16 32 0.8
2 4 to 5 61CG1020040 3.00 2.00 16 32 0.8
2 6 61CG1020060 3.00 2.00 16 32 0.8
2 8 61CG1020080 3.00 2.00 16 32 0.8
2-1/2 3 61CG1024030 3.00 2.50 12 24 1.3
2-1/2 4 to 5 61CG1024040 3.00 2.50 12 24 1.3
2-1/2 6 61CG1024060 3.00 2.50 12 24 1.3
2-1/2 8 61CG1024080 3.00 2.50 12 24 1.3
3 4 61CG1030040 3.00 3.00 6 12 1.8
3 6 61CG1030060 3.00 3.00 6 12 1.8
3 8 61CG1030080 3.00 3.00 6 12 1.7
4 6 61CG1040060 4.00 4.00 4 8 3.5
4 8 61CG1040080 4.00 4.00 4 8 3.4
6 8 61CG1060080 4.00 6.00 - 2 6.5
Fig. 61CG1 – Grooved Weld Outlet
A
B
All Grooves are Cut Grooved
COOPLET® Grooved Weld Outlets - 300#
A
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C
O
O
P
L
E
T
S
®
Size
in Part Number A
in
B
in TPI Master Weight
lb
1 x 4 61TG4010040 4.00 1.32 11.5 100 0.5
1-1/4 x 4 61TG4012040 4.00 1.66 11.5 50 0.6
1-1/2 x 4 61TG4014040 4.00 1.90 11.5 50 0.7
1-1/2 x 12 61TG4014120 12.00 1.90 11.5 15 2.6
2 x 3 61TG4020030 3.00 2.38 11.5 50 0.7
2 x 4 61TG4020040 4.00 2.38 11.5 25 1.0
2 x 6 61TG4020060 6.00 2.38 11.5 25 1.7
2 x 8 61TG4020080 8.00 2.38 11.5 18 2.3
2 x 10 61TG4020100 10.00 2.38 11.5 14 2.9
2 x 12 61TG4020120 12.00 2.38 11.5 14 3.5
2-1/2 x 4 61TG4024040 4.00 2.88 8.0 27 1.6
2-1/2 x 12 61TG4024120 12.00 2.88 8.0 9 5.5
3 x 2-5/8 61TG4030025 2.62 3.50 8.0 24 1.3
3 x 3 61TG4030030 3.00 3.50 8.0 24 1.5
3 x 4 61TG4030040 4.00 3.50 8.0 18 2.1
3 x 6 61TG4030060 6.00 3.50 8.0 12 3.4
3 x 8 61TG4030080 8.00 3.50 8.0 8 4.7
3 x 10 61TG4030100 10.00 3.50 8.0 6 5.9
3 x 12 61TG4030120 12.00 3.50 8.0 6 7.2
4 x 3 61TG4040030 3.00 4.50 8.0 12 1.6
4 x 4 61TG4040040 4.00 4.50 8.0 12 2.6
4 x 6 61TG4040060 6.00 4.50 8.0 8 4.9
4 x 8 61TG4040080 8.00 4.50 8.0 5 6.7
4 x 10 61TG4040100 10.00 4.50 8.0 4 8.5
4 x 12 61TG4040120 12.00 4.50 8.0 4 10.3
5 x 6 61TG4050060 6.00 5.56 8.0 2 6.6
5 x 12 61TG4050120 12.00 5.56 8.0 1 13.9
6 x 6 61TG4060060 6.00 6.63 8.0 2 8.6
6 x 12 61TG4060120 12.00 6.63 8.0 1 18.1
8 x 6 61TG4080060 6.00 8.63 8.0 1 13.2
8 x 12 61TG4080120 12.00 8.63 8.0 1 27.5
A
B
Size
in Part Number A
in
B
in TPI Master Weight
lb
2 x 3 61TG8020030 3.00 2.38 11.5 50 1.1
2 x 4 61TG8020040 4.00 2.38 11.5 25 1.5
2 x 6 61TG8020060 6.00 2.38 11.5 25 2.3
2 x 8 61TG8020080 8.00 2.38 11.5 18 3.2
2 x 10 61TG8020100 10.00 2.38 11.5 12 4.0
2 x 12 61TG8020120 12.00 2.38 11.5 12 4.9
3 x 2-5/8 61TG8030025 2.62 3.50 8.0 24 1.9
3 x 3 61TG8030030 3.00 3.50 8.0 24 2.2
3 x 4 61TG8030040 4.00 3.50 8.0 18 3.0
3 x 6 61TG8030060 6.00 3.50 8.0 12 4.7
3 x 8 61TG8030080 8.00 3.50 8.0 8 6.5
3 x 10 61TG8030100 10.00 3.50 8.0 6 8.2
3 x 12 61TG8030120 12.00 3.50 8.0 6 9.9
4 x 3 61TG8040030 3.00 4.50 8.0 12 3.2
4 x 4 61TG8040040 4.00 4.50 8.0 12 4.5
4 x 6 61TG8040060 6.00 4.50 8.0 8 7.0
4 x 8 61TG8040080 8.00 4.50 8.0 5 9.5
4 x 10 61TG8040100 10.00 4.50 8.0 4 12.0
4 x 12 61TG8040120 12.00 4.50 8.0 4 14.5
Fig. 61TG8 – Schedule 80 Threaded x Grooved Adapter Nipple Fig. 61TG4 – Schedule 40 Threaded x Grooved Adapter Nipple COOPLET® Adapter Nipples
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C
O
O
P
L
E
T
S
®
A
B
Size
in Part Number A
in
B
in Master Weight
lb
2 x 3 61GG4020030 3.00 2.38 50 0.8
2 x 4 61GG4020040 4.00 2.38 50 1.1
2 x 6 61GG4020060 6.00 2.38 25 1.7
2 x 8 61GG4020080 8.00 2.38 18 2.3
2 x 10 61GG4020100 10.00 2.38 14 2.9
2 x 12 61GG4020120 12.00 2.38 14 3.5
3 x 2-5/8 61GG4030025 2.62 3.50 24 1.5
3 x 3 61GG4030030 3.00 3.50 24 1.7
3 x 4 61GG4030040 4.00 3.50 18 2.4
3 x 6 61GG4030060 6.00 3.50 12 3.6
3 x 8 61GG4030080 8.00 3.50 8 4.9
3 x 10 61GG4030100 10.00 3.50 6 6.2
3 x 12 61GG4030120 12.00 3.50 6 7.4
4 x 3 61GG4040030 3.00 4.50 12 2.4
4 x 4 61GG4040040 4.00 4.50 12 3.3
4 x 6 61GG4040060 6.00 4.50 8 5.1
4 x 8 61GG4040080 8.00 4.50 5 6.9
4 x 10 61GG4040100 10.00 4.50 4 8.7
4 x 12 61GG4040120 12.00 4.50 4 10.3
5 x 6 61GG4050060 6.00 5.56 2 7.0
5 x 12 61GG4050120 12.00 5.56 1 14.0
6 x 6 61GG4060060 6.00 6.63 2 9.1
6 x 12 61GG4060120 12.00 6.63 1 18.2
8 x 6 61GG4080060 6.00 8.63 2 13.7
8 x 12 61GG4080120 12.00 8.63 1 27.4
Size
in Part Number A
in
B
in Master Weight
lb
2 x 3 61GG8020030 3.00 2.38 50 1.1
2 x 4 61GG8020040 4.00 2.38 25 1.5
2 x 6 61GG8020060 6.00 2.38 25 2.4
2 x 8 61GG8020080 8.00 2.38 18 3.2
2 x 10 61GG8020100 10.00 2.38 12 4.1
2 x 12 61GG8020120 12.00 2.38 12 4.9
3 x 2-5/8 61GG8030025 2.62 3.50 24 2.1
3 x 3 61GG8030030 3.00 3.50 24 2.4
3 x 4 61GG8030040 4.00 3.50 18 3.3
3 x 6 61GG8030060 6.00 3.50 12 5.0
3 x 8 61GG8030080 8.00 3.50 8 6.7
3 x 10 61GG8030100 10.00 3.50 6 8.4
3 x 12 61GG8030120 12.00 3.50 6 10.1
4 x 3 61GG8040030 3.00 4.50 12 3.4
4 x 4 61GG8040040 4.00 4.50 12 4.7
4 x 6 61GG8040060 6.00 4.50 8 7.2
4 x 8 61GG8040080 8.00 4.50 5 9.7
4 x 10 61GG8040100 10.00 4.50 4 12.2
4 x 12 61GG8040120 12.00 4.50 4 14.7
Fig. 61GG4 – Schedule 40 Grooved x Grooved Adapter Nipple Fig. 61GG8 – Schedule 80 Grooved x Grooved Adapter Nipple COOPLET® Adapter Nipples
victaulic.com

ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT.

1.0 PRODUCT DESCRIPTION
Available Sizes
• 1 ¼ – 8"/
DN32 – DN200
Maximum Working Pressure
• Pre
ssure ratings for Victaulic FireLock™ Fittings conform to the ratings of Victaulic FireLock EZ™ Style 009N couplings (refer to publication 10.64 for more information).

Application
• Fir
eLock™ fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. • Con
nects pipe, provides change in direction and adapts sizes or components Pipe Materials
• Carb
on steel

2.0 CERTIFICATION/LISTINGS
EN 10311
Regulation (EU)
No. 305/2011

3.0 SPECIFICATIONS – MATERIAL
Fitting: Ductile iron conforming to ASTM A536, Grade 65-45-12.

Fitting Coating:

Or
ange enamel.

Red e
namel in Europe, Middle East, Africa, and India.

Opt
ional: Hot dipped galvanized.

Victaulic® FireLock™ Fittings

10.03 1
System No. Location
Submitted By Date
Spec Section Paragraph
Approved Date

4.0 DIMENSIONS
C to E
C
to E
C to E
C
to E
C
to
E
T
No. 001 No. 003 No. 002 No. 006
Nominal
Size
Actual
Outside
Diameter
No. 001
90° Elbow
No. 003
45° Elbow
No. 002
Straight Tee
No. 006
Cap
C to E
Approximate
Weight
Each C to E
Approximate
Weight
Each C to E
Approximate
Weight
Each T
Approximate
Weight
Each
inches
DN
inches
mm
inches
mm
lb
kg
inches
mm
lb
kg
inches
mm
lb
kg
inches
mm
lb
kg
1 1/4 1.660 —
—
—
—
—
—
—
—
—
—
—
—

0.82 0.3
DN32

42.4 21 0.1
1 1/2 1.900 — — — — — —

0.82 0.4
DN40 48.3 — — — — — — 21 0.2
2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6
DN50 60.3 70 0.8 51 0.8 70 1.1 22 0.3
2 1/2 2.875 3.00

3.1 2.25 2.2 3.00 3.6 0.88 1.0

73.0 76 1.4 57 1.0 76 1.6 22 0.5

DN65

3.000 3.00 3.30 2.25 2.4 3.00 3.8 — —76.1 76 1.5 57 1.1 76 1.7 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2
DN80 88.9 86 1.8 64 1.4 86 2.4 22 0.5

4.250 4.00 5.7 3.00 5.1 4.00 7.5 — —108.0 102 2.6 76 2.3 102 3.4 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4
DN100 114.3 102 3.0 76 2.5 102 3.9 25 1.1
5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1
141.3 124 5.7 83 3.8 124 7.1 25 1.9

DN125

5.500 4.88 12.4 3.25 8.2 4.88 15.4 — —139.7 124 5.6 82.6 3.7 124 6.9

6.250 5.50 12.6 3.50 9.2 5.50 17.9 — —158.8 140 5.7 89 4.2 140 8.0 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9
DN150 168.3 140 8.3 89 5.3 140 10.3 25 2.7

6.500 5.43 17.6 3.50 11.4 5.50 22.0 — —165.1 140 7.9 89 5.2 140 9.9 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7
DN200 219.1 173 11.6 108 9.3 176 17.6 29 5.8

8.515 6.81 23.1 — — 6.94 33.6 — —
216.3 173 10.5 — — 176 15.2 — —
2 victaulic.com

5.0 PERFORMANCE
Flow Data
Size Frictional Resistance Equivalent of Straight Pipe1 Nominal
Size
Actual
Outside
Diameter
Elbows
No. 002
Straight Tee
No. 001
90° Elbow
No. 003
45° Elbow Branch Run
inches
DN
inches
mm
feet
meters
feet
meters
feet
meters
feet
meters
1 1/4 1.660 — — — —
DN32 42.4 — — — —
1 1/2 1.900 — — — —
DN40 48.3 — — — —
2 2.375 3.5 1.8 8.5 3.5
DN50 60.3 1.1 0.5 2.6 1.1
2 1/2 2.875 4.3 2.2 10.8 4.3

73.0 1.3 0.7 3.3 1.3

DN65

3.000 4.5 2.3 11.0 4.5

76.1 1.4 0.7 3.4 1.4
3 3.500 5.0 2.6 13.0 5.0
DN80 88.9 1.5 0.8 4.0 1.5

4.250 6.4 3.2 15.3 6.4
108.0 2.0 0.9 4.7 2.0
4 4.500 6.8 3.4 16.0 6.8
DN100 114.3 2.1 1.0 4.9 2.1
5 5.563 8.5 4.2 21.0 8.5
141.3 2.6 1.3 6.4 2.6

DN125

5.500 8.3 4.1 20.6 8.3
139.7 2.5 1.3 6.3 2.5

6.250 9.4 4.9 25.0 9.6
158.8 2.9 1.5 7.6 2.9
6 6.625 10.0 5.0 25.0 10.0
DN150 168.3 3.0 1.5 7.6 3.0

6.500 9.8 4.9 24.5 9.8
165.1 3.0 1.5 7.5 3.0
8 8.625 13.0 5.0 33.0 13.0
DN200 219.1 4.0 1.5 10.1 4.0

8.515 13.0 — 33.0 13.0
216.3 4.0 — 10.1 4.0
1 The flow data listed is based upon the pressure drop of Schedule 40 pipe. 3 victaulic.com

victaulic.com

ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT.

No. 20 Tee No. 10 Elbow

1.0 PRODUCT DESCRIPTION
Available Sizes
• ¾ – 60"
/DN20 – DN1500
Maximum Working Pressure
• Pre
ssure ratings for Victaulic standard fittings conform to the ratings of Victaulic Style 177N couplings (refer to publication 06.24 for more information).

Application
• Con
nects pipe, provides change in direction and adapts sizes or components • Sup
plied with Victaulic OGS grooves
• Exc
lusively for use with Victaulic couplings, valves, accessories and pipe which feature ends formed with the Victaulic OGS groove profile
Pipe Materials
• Carb
on steel or stainless steel
NOTE
• The
se fittings are not intended for use with Victaulic plain end couplings. Intended for use only in grooved piping systems. When connecting wafer or lug type butterfly valves directly to Victaulic fittings using Style 741 or Style 743 flange adapters, be sure to check disc clearance dimensions with I.D. dimension of fitting.

Victaulic® Grooved End Fittings

07.01 System No. Location
Submitted By Date
Spec Section Paragraph
Approved Date

2.0 CERTIFICATION/LISTINGS
NOTES
• Whe
n supplied as “hot dip galvanized” the following fittings are UL Classified in accordance with ANSI/NSF 61 and for use on cold +86ºF/+30ºC potable water service and ANSI/NSF 372: No. 10 90º Elbow, No. 11 45º Elbow, No. 12 22 ½º Elb ow, No. 13 11 ¼º El
bow, No. 100 90º Long Radius Elbow, No. 110 45º Long
Radius Elbow, No. 20 Tee, No. 25 Tee with Grooved Branch, No. 30 45º Lateral, No. 60 Cap, No. 50 Concentric Reducers, No. 51 Eccentric Reducers. • The f
ollowing Victaulic fittings are VdS approved: No.10 90º Elbow, No.11 45º Elbow, No.20 Tee and No.60 Cap. • The f
ollowing Victaulic fittings are LPCB approved: No.10 90º Elbow, No.11 45º Elbow, No.12 22 ½ Elbow, No.13 11 ¼º Elbow, No.30 45º Lateral, No.30-R Reducing Lateral, No.100 Long Radius Elbow, No.110 Long Radius Elbow, No.20 Tee, No.35 Cross, No.60 Cap, No.25 Reducing Tee, No.33 True Wye, No.50 Concentric Reducer, No.51 Eccentric Reducer and No.29M Tee with Threaded Branch. • The f
ollowing Victaulic fittings are FM approved: No.10 90º Elbow, No.11 45º Elbow, No.12 22 ½ Elb ow, No.13 11 ¼º El
bow, No.30 45º Lateral, No.100 Long
Radius Elbow, No.20 Tee, No.35 Cross, No.60 Cap, No.25 Reducing Tee and No.50 Concentric Reducer.

3.0 SPECIFICATIONS - MATERIAL
Fitting: (specify choice)
Stan
dard: Ductile iron conforming to ASTM A536 , Grade 65-45-12.

Opt
ional: Segmentally welded steel as shown under nipples
Nipples: (specify choice)
¾ – 4"/DN2
0 – DN100: Carbon steel, Schedule 40, conforming to ASTM A53 , Type F 5 – 6"/DN1
25 – DN150: Carbon steel, Schedule 40, conforming to ASTM A53 , Type E or S, Gr. B 8 – 12"
/DN200 – DN300: Carbon steel, Schedule 30 or 40, conforming to ASTM A53 , Type E or S, Gr. B Flanged Adapter Nipples: (specify choice)
Cla
ss 125 Flange: Cast iron conforming to ANSI B16.1
Cla
ss 150 Flange: Carbon steel conforming to ANSI B16.5 , raised or flat face Cla
ss 300 Flange: Carbon steel conforming to ANSI B16.5 , raised or flat face Fitting Coating: (specify choice)
Stan
dard: Orange enamel
Opt
ional: Hot dip galvanized and others. Some fittings supplied electroplated as standard – see product specifications
Flanged Adapter Nipple Coating: (specify choice)
Sta
ndard: None (Unfinished)
Opt
ional: Orange enamel, hot dip galvanized and others
victaulic.com

07.01 1449 Rev AF Updated 08/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com
No. 10 90° Elbow
No. 11 45° Elbow
No. 12 22 ½° Elb
ow
No. 13 11 ¼° Elb
ow
No. 100 90° Long
Radius Elbow
No. 110 45° Long
Radius Elbow
C to E
C
to E
C to E
E to E
C to E
C to E
C to E
C to E
Standard and
GSNK
Size
No. 10
90º Elbow
No. 11
45º Elbow
No. 12
22½° Elbow
No. 13
11¼° Elbow
No. 100
90° Long Radius
Elbow
No. 110
45° Long Radius
Elbow
Nominal
Actual
Outside
Diameter C to E
Approx.

Wgt.
(Each) C to E
Approx.

Wgt.
(Each)
inches
DN
inches
mm
inches
mm
lb
kg
inches
mm
lb
kg
inches
mm
lb
kg
inches
mm
lb
kg
inches
mm
lb
kg
inches
mm
lb
kg
3/4
DN20

1.050

26.9 2.25
57 0.5

0.2 1.50
38 0.5

0.2 1.63 (sw)
41 — 1.38 (sw)
35 — 2.50 (sw)
64 0.4

0.2 1.88 (sw)
48 0.3

0.1 1
DN25

1.315

33.7 2.25
57 0.6

0.3 1.75
44 0.6

0.3 3.251
83 0.6

0.3 1.38 (sw)
35 0.3

0.1 2.88 (sw)
73 0.6

0.3 2.25 (sw)
57 0.5

0.2 1 1/4
DN32

1.660

42.4 2.75
70 1.0

0.5 1.75
44 0.9

0.4 1.75
44 0.8

0.4 1.38 (sw)
35 0.5

0.2 3.25 (sw)
83 1.1

0.5 2.38 (sw)
60 0.7

0.3 1 1/2
DN40

1.900

48.3 2.75
70 1.2

0.5 1.75
44 0.9

0.4 1.75
44 0.8

0.4 1.38 (sw)
35 0.5

0.2 3.63 (sw)
92 2.2

1.0 2.50 (sw)
64 1.3

0.6 2
DN50

2.375

60.3 3.25
83 1.8

0.8 2.00
51 1.3

0.6 1.88
48 1.2

0.5 1.38
35 1.0

0.5 4.38
111

2.5 1.1

2.75 70

1.8 0.8
2 1/2 2.875

73.0 3.75
95 3.2

1.5 2.25
57 2.2

1.0 4.001
102

2.3 1.0

1.50 38

1.1 0.5

5.13 130

3.4 1.5

3.00 76

2.8 1.3

DN65

3.000

76.1 3.75
95 3.7

1.7 2.25
57 3.4

1.5 2.25
57 — 1.50
38 — — — — —
3 DN80

3.500

88.9 4.25
108

4.5 2.0

2.50 64

3.1 1.4

4.501
114

3.1 1.4

1.50 38

2.1 1.0

5.88 149

6.0 2.7

3.38 86

4.9 2.2
3 1/2
DN90

4.000
101.6

4.50 114

5.6 2.5

2.75 70

4.3 2.0

2.50 (sw)
64 4.0

1.8 1.75 (sw)

44 2.7

1.2 — — — —
4 DN100

4.500
114.3

5.00 127

7.1 3.2

3.00 76

5.6 2.5

2.88 73

5.6 2.5

1.75 44

3.6 1.6

7.50 191

12.3 5.6

4.00 102

7.3 3.3

4.250
108.0

5.00 127

11.0 5.0

3.00 76

5.6 2.5 — — — — — — — —

5.000
127.0

5.25 (sw)
133

10.0 4.5

3.13 (sw)
79 6.0

2.7 3.50 (sw)
89 6.6

3.0 1.88 (sw)
48 4.2

1.9 — — — —
5 5.563
141.3

5.50 140

11.7 5.3

3.25 83

8.3 3.8

2.88 (sw)
73 7.8

3.5 2.00 (sw)
51 5.0

2.2 9.25 (sw)
235

18.0 8.2

4.88 (sw)
124

14.8 6.7

5.250
133.0

5.50 140

11.7 5.3

3.25 83

8.3 3.8 — — — — — — — —

DN125

5.500
139.7

5.50 140

11.7 5.3

3.25 83

8.3 3.8

2.88 73 — 2.00
51 — — — — —
6 DN150

6.625
168.3

6.50 165

17.2 7.8

3.50 89

10.8 4.9

6.251
159

12.2 5.5

2.00 51

7.0 3.2

10.75 273

30.4 13.8

5.50 140

17.4 7.9

6.250
159.0

6.50 165

18.6 8.4

3.50 89

10.8 4.9 — — — — — — — —

6.500
165.1

6.50 165

15.5 7.0

3.50 89

9.8 4.4

3.13 79

11.4 5.2

2.00 51

7.4 3.4

10.75 (sw)
273

29.0 13.2

5.50 (sw)
140

19.0 8.6
1 Gooseneck design, end-to-end dimension fittings in this size, contact your nearest Victaulic sales representative. (s
) = Carbon Steel Direct Roll Groove (OGS)
(sw) = Carbon Steel Segmentally Welded
NOTE
• All fi
ttings are ductile iron unless otherwise noted with an (sw) or (s).

4.0 DIMENSIONS
Elbows
victaulic.com

07.01 1449 Rev AF Updated 08/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com
C to E
C
to
E
C to E
C to LE
C to
SE
C to
GE
C to TE
Size
No. 20
Tee
No. 35
Cross (sw)
No. 33
True Wye (sw)
No. 29M
Tee with Threaded Branch
Nominal
Actual
Outside
Dimeter C to E
Approx.

Weight
(Each) C to E
Approx.

Weight
(Each) C to LE C to SE
Approx.

Weight
(Each) C to GE C to TE
Approx.

Weight
(Each)
inches
DN
inches
mm
inches
mm
lb
kg
inches
mm
lb
kg
inches
mm
inches
mm
lb
kg
inches
mm
inches
mm
lb
kg
3/4
DN20

1.050

26.9 2.25
57 0.6

0.3 2.25
57 0.9

0.4 2.25
57 2.00
51 0.7

0.3 2.25
57 2.25 (sw)
57 0.6

0.3 1
DN25

1.315

33.7 2.25
57 1.0

0.5 2.25
57 1.3

0.6 2.25
57 2.25
57 1.1

0.5 2.25
57 2.25
57 1.0

0.5 11/4
DN32

1.660

42.4 2.75
70 1.5

0.7 2.75
70 2.1

1.0 2.75
70 2.50
64 1.5

0.7 2.75
70 2.75
70 1.5

0.7 11/2
DN40

1.900

48.3 2.75
70 2.0

0.9 2.75
70 2.5

1.1 2.75
70 2.75
70 1.8

0.8 2.75
70 2.75
70 2.0

0.9 2
DN50

2.375

60.3 3.25
83 3.0

1.4 3.25
83 3.8

1.7 3.25
83 2.75
70 2.5

1.1 3.25
83 4.25
108

3.0 1.4
21/2

2.875

73.0 3.75
95 4.3

2.0 3.75
95 6.1

2.8 3.75
95 3.00
76 4.3

2.0 3.75
95 3.75
95 4.3

2.0 DN65

3.000

76.1 3.75
95 5.2

2.4 — —
— — — 3.75
95 3.75 (sw)
95 5.2

2.4 3
DN80

3.500

88.9 4.25
108

6.8 3.0

4.25 108

10.5 4.8

4.25 108

3.25 83

6.1 2.8

4.25 108

6.00 152

6.8 3.1
31/2
DN90

4.000
101.6

4.50 (sw)
114

7.9 3.6

4.50 114

11.5 5.2

4.50 114

3.50 89

9.6 4.4

4.50 114

4.50 (sw)
114

7.9 3.6

4.250
108.0

5.00 127

15.5 7.0 — —
— — — 5.00
127

5.00 (sw)
127

15.5 7.0
4 DN100

4.500
114.3

5.00 127

11.9 5.4

5.00 127

15.8 7.2

5.00 127

3.75 95

9.8 4.4

5.00 127

7.25 184

11.9 5.4

5.000
127.0

5.25 (sw)
133

15.0 6.8

5.25 133

18.5 8.4 — —
— 5.25
133

5.25 (sw)
133

15.0 6.8

5.250
133.0

5.50 140

17.8 8.1 — —
— — — 5.50
140

5.50 (sw)
140

17.8 8.1

DN125

5.500
139.7

5.50 140

17.8 8.1 — —
— — — 5.50
140

5.50 (sw)
140

17.8 8.1
5 5.563
141.3

5.50 140

17.8 8.1

5.50 140

20.0 9.1

5.50 140

4.00 102

15.0 6.8

5.50 140

5.50 (sw)
140

17.8 8.1

6.250
159.0

6.50 165

27.1 12.3 — —
— — — 6.50
165

6.50 (sw)
165

27.1 12.3

6.500
165.1

6.50 165

22.0 10.0

6.50 165

28.0 12.7 — —
— 6.50
165

6.50 (sw)
165

22.0 10.0
6 DN150

6.625
168.3

6.50 165

25.7 11.7

6.50 165

28.0 12.7

6.50 165

4.50 114

22.3 10.1

6.50 165

6.50 (sw)
165

25.7 11.7
8 DN200

8.625
219.1

7.75 197

47.6 21.6

7.75 197

48.0 21.8

7.75 197

6.00 152

36.0 16.3

7.75 197

47.6 21.6
10 DN250

10.750
273.0

9.00 229

99.0 44.9

9.00 229
121.5

55.1 9.00
229

6.50 155

69.9 31.7

9.00 229

99.0 44.9
12 DN300

12.750
323.9

10.00 254
133.0

60.3 10.00
254
110.0

49.9 10.00
254

7.00 178

80.0 36.3

10.00 254

10.00 254
133.0

60.3 (s) = Carbon Steel Direct Roll Groove (OGS)
(sw) = Carbon Steel Segmentally Welded
NOTE
• All fi
ttings are ductile iron unless otherwise noted with an (sw) or (s).

4.3 DIMENSIONS
Tees, Crosses and True Wyes
victaulic.com

4.15 DIMENSIONS
Concentric/Eccentric Reducer
No. 50 Concentric
No. 51 Eccentric
E
to E E to E E to E E to E
No. 50 No. 51 Fabricated Steel
No. 50
Fabricated Steel
No. 51
Size
No. 50 Concentric
Reducer
No. 51
Eccentric Reducer
Nominal E to E
Approx.

Weight
(Each) E to E
Approx.

Weight
(Each)
inches
DN
inches
mm
lb
kg
inches
mm
lb
kg
11/4
DN32 x 3/4
DN20 + 1.9

0.9 — —
1 DN25 + 1.9

0.9 — —
11/2
DN40 x 3/4
DN20 + 1.4

0.6 — —

1 DN25

2.50 64

0.8 0.4

8.50 (sw)
216

4.5 2.0
11/4
DN32

2.50 64

1.0 0.5 — —
2 DN50 x 3/4
DN20

2.50 64

0.9 0.3

9.00 (sw)
229

2.0 0.9

1 DN25

2.50 64

0.7 0.3

9.00 (sw)
229

2.3 1.0
11/4
DN32

2.50 64

1.2 0.5

9.00 (sw)
229

4.6 2.1
11/2
DN40

2.50 64

1.0 0.5

3.50 89

1.1 0.5
21/2
x 3/4
DN20 + 1.3

0.6 + 3.3

1.5 1
DN25

2.50 64

1.1 0.5

9.50 241

3.5 1.6
11/4
DN32

3.50 89

3.3 1.5

3.50 89

1.4 0.6
11/2
DN40

2.50 64

3.6 1.6

9.50 (sw)
241

3.7 1.7
2 DN50

2.50 64

3.9 1.8

3.50 89

4.3 2.0
3 DN80 x 3/4
DN20 + 1.5

0.7 + 4.5

2.0 1
DN25

2.50 64

1.3 0.6

9.50 (sw)
241

4.8 2.2
11/4
DN32

2.50 64

1.4 0.6 + 4.8

2.2 11/2
DN40

2.50 64

5.1 2.3

9.50 (sw)
241

5.1 2.3
2 DN50

2.50 64

1.6 0.7

3.50 89

6.0 2.7
21/2

2.50 64

1.8 0.8

3.50 89

7.0 3.2
DN65 2.50
64 2.1

1.0 — —
31/2
DN90 x 3
DN80

2.50 64

2.0 0.9

9.50 (sw)
241

7.0 3.2
4 DN100 x 1
DN25

3.00 76

3.0 1.4

13.00 (sw)
330

6.5 2.9
E
to E E to E E to E E to E
No. 50 No. 51 Fabricated Steel
No. 50
Fabricated Steel
No. 51
Size
No. 50 Concentric
Reducer
No. 51
Eccentric Reducer
Nominal E to E
Approx.

Weight
(Each) E to E
Approx.

Weight
(Each)
inches
DN
inches
mm
lb
kg
inches
mm
lb
kg
11/4
DN32 + 4.6

2.1 — —
11/2
DN40

3.00 (sw)
76 2.6

1.2 10.00 (sw)
254

8.1 3.7
2 DN50

3.00 76

2.4 1.1

4.00 102

3.3 1.5
21/2

3.00 76

2.7 1.2

4.00 102

3.4 1.5
3 DN80

3.00 76

3.2 1.4

4.00 102

3.5 1.6
31/2
DN90

3.00 76

2.9 1.3

10.00 (sw)
254

8.0 3.6
5 x 2
DN50

11.00 (sw)
279

9.0 4.1

11.00 (sw)
279

5.2 2.4

21/2

4.00 102

4.3 2.0

11.00 (sw)
279

10.8 4.9
3 DN80

4.00 102

5.5 2.5

11.00 (sw)
279

11.1 5.0
4 DN100

3.50 89

4.3 1.9

5.00 127

12.0 5.4
6 DN150 x 1
DN25

4.00 102

5.0 2.3

11.50 (sw)
292

14.5 6.6

11/2
DN40 + 5.5

2.5 + +
2 DN50

4.00 102

6.6 3.0

11.50 (sw)
292

14.5 6.6
2 1/2

4.00 102

6.4 2.9

11.50 (sw)
292

14.2 6.4
3 DN80

4.00 102

6.4 2.9

5.50 140

15.0 6.8
4 DN100

4.00 102

6.5 2.9

5.50 140

17.0 7.7
5 4.00
102

6.4 2.9

5.50 140

17.0 7.7
8 DN200 x 21/2

16.00 406

7.9 3.6

12.00 (sw)
305

26.1 11.8

3 DN80

5.00 127

9.3 4.2

12.00 (sw)
305

22.0 10.0
4 DN100

5.00 127

10.4 4.8

12.00 (sw)
305

23.0 10.4
5 5.00
127

11.6 5.2

12.00 (sw)
305

23.0 10.4
6 DN150

5.00 127

11.9 5.4

6.00 152

24.0 10.9
victaulic.com

victaulic.com

ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT.

Patented

1.0 PRODUCT DESCRIPTION
Available Sizes
• 1 ¼ – 12"
/32 – 300 mm
Pipe Material
• Car
bon steel, Schedule 10, Schedule 40. For use with alternative materials and wall thicknesses please contact Victaulic.

Maximum Working Pressure
• Up to 3
65 psi/2517 kPa.

Function
• Joi
ns carbon steel pipe.
• Pro
vides a rigid pipe joint designed to restrict axial or angular movement.

2.0 CERTIFICATION/LISTINGS
C104-1a/36 EN 10311
Regulation (EU)
No. 305/2011
Victaulic® FireLock™ Rigid Coupling
Style 009N 10.64
1 System No. Location
Submitted By Date
Spec Section Paragraph
Approved Date

3.0 SPECIFICATIONS – MATERIAL
Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request.

Housing Coating: (specify choice)
Ora
nge enamel (North America, Asia Pacific)
Red
enamel (Europe)
Hot
dipped galvanized
Gasket: (specify choice1)
Grad
e “E” EPDM (Type A)
Fir
eLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure.
1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should al
ways be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible.

Bolts/Nuts: (specify choice2)
Stan
dard: Carbon steel oval neck track bolts meeting the physical and chemical requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the physical and chemical requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts).

Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type III (imperial) or Type II (metric).

Opt
ional: Stainless steel oval neck track bolts meeting the requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy hex nuts meeting the requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling-resistant coating. 2 2 Optional bolts/nuts are available in imperial size only. 2 victaulic.com

4.0 DIMENSIONS
Style 009N
Y
X
Z Y
X
Z
Style 009N Pre-Assembled
(Push On Condition) Style 009N Joint Assembled
Nominal
Size
Actual
Outside
Diameter
Maximum
Working
Pressure 3
Maximum
End
Load3
Allow.

Pipe End
Separation4
Bolt/Nut Dimensions Weight
Qty. Size
Pre-assembled
(Push On Condition) Joint Assembled Approx.
(Each)X Y X Y Z
inches
mm
inches
mm
psi
kPa
lb
N
inches
mm
inches
mm
inches
mm
inches
mm
inches
mm
inches
mm
inches
mm
lb
kg
1 1/4 1.660 365
790 0.10 2 3/8 × 2
M10 x 51

3.13 5.00 2.75 5.00 2.00 1.4
32 42.4 2517 3514 2.54 79 127 70 127 51 0.6
1 1/2 1.900 365
1035 0.10 2 3/8 × 2
M10 x 51

3.38 5.13 3.00 5.13 2.00 1.5
40 48.3 2517 4604 2.54 86 130 76 130 51 0.7
2 2.375 365 1616 0.12 2 3/8 ×2 1/2
M10 x 63

4.00 5.63 3.50 5.63 2.00 1.9
50 60.3 2517 7193 3.05 102 143 89 143 51 0.9
2 1/2 2.875 365
2370 0.12 2 3/8 × 2 1/2
M10 x 63

4.50 6.13

4.00 6.13 2.00 2.1
65 73.0 2517 10542 3.05 114 156 102 156 51 1.0

76.1 mm 3.000 365
2580 0.12 2 3/8 × 2 1/2
M10 x 63

4.63 6.00

4.13 6.13 2.00 2.1

76.1 2517 11476 3.05 118 152 105 156 51 1.0
3 3.500 365 3512 0.12 2 3/8 × 2 1/2
M10 x 63

5.13 6.75

4.63 6.75 2.00 2.3
80 88.9 2517 15622 3.05 130 171 117 171 51 1.0
4 4.500 365 5805 0.17 2 3/8 × 2 1/2
M10 x 63

6.00 7.88

5.63 7.50 2.13 2.9
100 114.3 2517 25822 4.32 152 200 143 191 54 1.3
108.0 mm 4.250 365
5175 0.17 2 3/8 × 2 1/2
M10 x 63

5.63 7.38

5.38 7.38 2.13 3.1
108.0 2517 23020 4.32 152 1.87 137 187 54 1.4
5 5.563 365 8870 0.17 2 1/2 × 3
M12 x 76

7.25 9.25 6.75 9.13 2.25 5.0
125 141.3 2000 39456 4.32 184 235 171 232 57 2.3
133.0 mm 5.250 365
7897 0.17 2 1/2 × 3
M12 x 76

6.63 9.00 6.38 9.00 2.25 4.8
133.0 2517 35106 4.32 168 229 162 229 57 2.2
139.7 mm 5.500 365
8667 0.17 2 1/2 × 3
M12 x 76

6.88 9.25 6.75 9.13 2.25 4.9
139.7 2517 38529 4.32 175 235 171 232 57 2.2
159.0 mm 6.250 365
11192 0.17 2 1/2 × 3 1/4
M12 x 83

7.88 10.00 7.38 9.88 2.25 5.6
159.0 2517 49753 4.32 200 254 187 251 57 2.5
165.1 mm 6.500 365
12105 0.17 2 1/2 × 3 1/4
M12 x 83

8.00 10.25 7.75 10.13 2.25 6.0
165.1 2517 53813 4.32 203 260 197 257 57 2.7
6 6.625 365 12582 0.17 2 1/2 × 3 1/4
M12 x 83

8.38 10.38

7.88 10.13 2.25 6.0
150 168.3 2000 44469 4.32 213 264 200 257 57 2.7
216.0 mm 8.500 365
20712 0.17 2 5/8 × 4
M16 x 101

10.63 13.25 10.25 10.13 2.63 11.4
216.0 2517 55968 4.32 270 337 260 257 67 5.2
8 8.625 365 21326 0.17 2 5/8 × 4
M16 x 101

10.88 13.38 10.25 13.13 2.50 11.4
200 219.1 1620 94863 4.32 276 340 260 333 64 5.2
10 10.750 300 27229 0.25 2 7/8 × 6 1/2
M22 x 165

13.75 17.00

13.25 17.13 2.75 22.6
250 273.0 2068 121121 6.4 349 432 337 435 70 10.3
12 12.750 300 38303 0.25 2 7/8 × 6 1/2
M22 x 165

16.00 19.00

15.50 19.13 2.75 27.6
300 323.9 2068 170380 6.4 406 483 394 486 70 12.5
3 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in ac
cordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. 4 The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZ ™ co uplings are considered rigid connections and will not accommodate expansion or contraction of the piping system.

NOTES
• Whe
n assembling FireLock EZ™ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ™ Style 009N couplings, use FireLock No. 006 end caps containing the “EZ” marking on the inside face or No. 60 end caps containing the “QV EZ” marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009N couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling. There is no interchanging of gaskets or housings between coupling styles. •
Use O
f Flushseal Gaskets For Dry Pipe Systems FireLock EZ™ couplings are supplied with FireLock EZ ™ Grade “E” Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic Flush-Seal ™ gaskets are not compatible and cannot be used with the FireLock EZ ™ couplings. 3 victaulic.com

5.0 PERFORMANCE6
Listings/Approval
The information provided below is based on the latest listing and approval data at the time of publication.

Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals.

Nominal Size cULus11 FM Vds LPCB
inches
mm
Sch. 5
psi
kPa
Sch. 10
psi
kPa
Sch. 40
psi
kPa
Sch. 5
psi
kPa
Sch. 10
psi
kPa
Sch. 40
psi
kPa
psi
kPa
psi
kPa
1 1/4 232 365 365 175 363 363 363 363
32 1600 2517 2517 1205 2502 2502 2500 2500
1 1/2 232 365 365 175 363 363 363 363
40 1600 2517 2517 1205 2502 2502 2500 2500
2 363 365 365 175 363 363 363 363
50 2502 2517 2517 1205 2502 2502 2500 2500
2 1/2 N/A 365 365 175 363 363 363 363
65 2517 2517 1205 2502 2502 2500 2500

76.1 mm N/A 3656
N/A N/A 3637
N/A 363 363
25176 25027 2500 2500
3 N/A 365 365 175 363 363 363 363
80 2517 2517 1205 2502 2502 2500 2500
4 N/A 365 365 175 363 363 363 363
100 2517 2517 1205 2502 2502 2500 2500
108.0 mm N/A N/A N/A 175 363 363 N/A N/A1205 2502 2502
5 N/A 290 365 N/A 363 363 232 N/A125 2000 2517 2502 2502 1600 133.0 mm N/A N/A N/A N/A 3637
N/A N/A N/A25027
139.7 mm N/A 2908
N/A N/A 3637
N/A 232 N/A20008 25027 1600
159.0 mm N/A N/A N/A N/A 3637
N/A N/A N/A25027
165.1 mm N/A 2909
N/A N/A 3637
N/A N/A N/A20009 25027
6 N/A 290 365 N/A 363 363 232 N/A150 2000 2517 2502 2502 1600 216.0 mm N/A N/A N/A N/A 3637
N/A N/A N/A25027
8 N/A 290 365 N/A 363 363 232 N/A200 2000 2517 2502 2502 1600 216.0 mm N/A N/A N/A N/A 3637
N/A N/A N/A25027
8 N/A 290 365 N/A 363 363 232 N/A200 2000 2517 2502 2502 1600 10 N/A 300
2068
300
2068 N/A 300
2068
300
2068 N/A N/A250
12 N/A 30010
206810
300
2068 N/A 250
1724
300
2068 N/A N/A300
5 Listed/Approved for wet and dry pipe systems (> –40°F/–40°C) for continuous use in freezing conditions, use of Style 005H Coupling with Silicone Gasket is rec
ommended.

Please see the Victaulic Installation Manual I-009N/009H for details concerning when supplemental lubrication is required. 6 cULus listed for DIN 2458 2.6 mm pipe wall.
7 FM approved for BS 1387 Medium 3.6 mm pipe wall.
8 cULus listed for EN 10220 4.0 mm pipe wall.
9 cULus listed for EN 10255 4.5 mm pipe wall.
10 cUL listed to 250 psi.
11 With optional stainless steel fasteners, cULus Listed to 175psi. The stainless steel fasteners have a marking designation of "316" on the end face of the bolt. 4 victaulic.com

5.1 PERFORMANCE2
Listings/Approval
Speciality Pipe
Pipe Size Pressure Rating Pipe Size Pressure Rating Pipe Size Pressure Rating inches
cULus
psi
kPa
FM
psi
kPa
inches
cULus
psi
kPa
FM
psi
kPa
inches
cULus
psi
kPa
FM
psi
kPa
BLT 1 1/4 – 2 300 365 EZT 1 1/4 – 2 300 365 MT 1 1/4 – 2 300 365 2068
2517 2068 2517 2068 2517
DF 1 1/4 – 4 300 365 FF 1 1/4 – 4 300 365 M
LT 1 1/4 – 2 N/A 365
2068 2517 2068
2517 2517
DT 1 1/4 – 2 300 365 FLF 1 1/4 – 4 N/A 365 ST 1 1/4 – 2 N/A 365 2068 2517 2517 2517
EF 1 1/4 – 4 175 175 F
LT 1 1/4 – 2 N/A 365 STF 1 1/4 – 4 N/A 365
1206 1206 2517 2517
EL 1 1/4 – 2 300 365 FL
TL 1 1/4 – 2 N/A 365 TF 2 1/4 – 4 N/A 365
2068 2517 2517 2517
E
T40 1 1/4 – 2 300 365 GL 1 1/4 – 2 300 365 WLS 1 1/4 – 2 300 365 2068
2517 2068 2517 2068 2517
EZF 3 – 4 300 365
MF
1 1/4 – 4 300 365 WST 1 1/4 – 2 N/A 365
2068 2517 2068
2517 2517
6 175 175 XL 1 1/4 – 2 300 365
1205
1205 2068 2517
NOTES
• BLT = BLT s
teel pipe manufactured by Allied Tube & Conduit Corp.
• DF = DY
NA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. • DT = DY
NA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. • EF = ED
DY FLOW steel pipe manufactured by Bull Moose Tube Co.
• EL = ED
DYLITE steel pipe manufactured by Bull Moose Tube Co.
• ET4
0 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. • EZF = EZ
-Flow steel pipe manufactured by Northwest Pipe Co.
• EZT = E
Z-Thread steel pipe manufactured by Youngstown Tube Co. • FF = Fi
re-Flo steel pipe manufactured by Youngstown Tube Co.
• FLF = F
ire-Line Flow steel pipe manufactured by Western International Forest Products Inc. • FLT = F
ire-Line Threadable steel pipe manufactured by Western International Forest Products Inc. • FLT
L = Fire-Line Threadable Light steel pipe manufactured by Western International Forest Products Inc. • GL = GL s
teel pipe manufactured by Wheatland Tube Co.
• MF = Me
ga-Flow steel pipe manufactured by Wheatland Tube Co.
• MT = Me
ga-Thread steel pipe manufactured by Wheatland Tube Co. • MLT = M
LT steel pipe manufactured by Wheatland Tube Co
• ST = STD wa
ll pipe in accordance with ASTM A53.
• STF = St
eady Flow steel pipe manufactured by AMS Tube Corp.
• TF = Te
x-Flow steel pipe manufactured by Tex-Tube Co.
• WLS = W
LS steel pipe manufactured by Wheatland Tube Co.
• WST = WST s
teel pipe manufactured by Wheatland Tube Company.
• XL = XL s
teel pipe manufactured by Allied Tube & Conduit Corp.
5 victaulic.com

Rev O
Exaggerated for clarity
Approvals/Listings
See Victaulic publication 10.01 for details
See Victaulic publication 02.06 for portable water approvals if applicable.

Product Description
Style 75 is available where moderate pressures are
expected or weight considerations are a factor. Up
to 50% lighter in weight than the Style 77, the Style
75 coupling is recommended for service up to 500
psi/3450 kPa depending on size. Housings are cast in
two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes.

The Victaulic standard flexible coupling offering for grade “EHP” or “T” gaskets is the Style 177 installation-ready flexible coupling. For all available sizes, the Style 177 is the standard flexible coupling Victaulic supplies in North America for piping systems using Grade “EHP” or “T”
gaskets. Contact Victaulic for further details.

Performance data presented in this document is based
on use with standard wall, carbon steel pipe. For use with stainless steel pipe, please reference publication 17.09 for pressure ratings and end loads. When used on light
wall stainless steel pipe, the Victaulic RX roll set must be used to roll groove the pipe. For further information regarding roll grooving stainless steel, refer to publication

17.01. WARNING
• Victaulic RX roll sets must be used when grooving
li
ght-wall/thin-wall stainless steel pipe for use with
Victaulic Couplings.

Failure to use Victaulic RX roll sets when grooving
light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or
property damage.

NOTICE
• Vict
aulic RX grooving rolls must be ordered
separately. They are identified by a silver color and
the designation RX on the front of the roll sets.

Victaulic® Flexible Coupling
Style 75
1 victaulic.com | Couplings | Flexible | Style 75 | Publication 06.05

06.05 Job/Owner
System No.

Location
Contractor
Submitted By
Date
Engineer
Spec Section
Paragraph
Approved
Date
2 victaulic.com | Couplings | Flexible | Style 75 | Publication 06.05

Ductile iron conforming to ASTM A-536, grade 65-45-12.

Ductile iron conforming to ASTM A-395, grade 65-45-15,
is available upon special request.

Housing Coating: (specify choice)
Stan
dard: Orange enamel.

Optio
nal: Hot dipped galvanized and others.

Gasket: (specify choice1)
NOTE: Additional gasket styles are available. Contact Victaulic for details.

Grade “E” EPDM
E
PDM (Green stripe color code). Temperature
range –30ºF to +230ºF/–34ºC to +110ºC. May be
specified for cold and hot water service within the
specified temperature range plus a variety of dilute
acids, oil-free air and many chemical services. UL
Classified in accordance with ANSI/NSF 61 for cold
+73ºF/+23ºC and hot +180ºF/+82ºC potable water
service and ANSI/NSF 372. NOT COMPATIBLE FOR
PETROLEUM SERVICES.

Gra
de “T” Nitrile
Nitrile (Orange stripe color code). Temperature range
20ºF to +180ºF/29ºC to +82ºC. May be specified for
petroleum products, air with oil vapors, vegetable
and mineral oils within the specified temperature
range. Not compatible for hot water services over
+150ºF/+66ºC or for hot dry air over +140ºF/+60ºC.
1 Services listed are General Service Guidelines only. It should be noted that th
ere are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible.

Bolts/Nuts:

Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and
physical requirements of ASTM A-183
3 victaulic.com | Couplings | Flexible | Style 75 | Publication 06.05

06.05 1470 Rev O Updated 09/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com
Dimensions
Style 75
Z
X
Y
Nominal
Size
Actual
Outside
Diameter
Maximum
Working
Pressure 2
Maximum
End
Load 2
Allow.

Pipe End
Separation3
Deflection from
Centerline3 Bolt/Nut4
Dimensions Approx.

Weight
EachX Y Z
inches
mm
inches
mm
psi
kPa
lbs.

N
inches
mm
Per Cplg.

Degrees
Pipe
inches/ft.
mm/m (No.) size inches
inches
mm
inches
mm
inches
mm
lbs.
kg
1 25

1.315

33.4 500
3450
680
3025
0–0.06
0–1.6 2º–43’ 0.57
48 2– 3/8 x 2 2.38
61 4.27
108

1.77 45

1.3 0.6
1 1/4
32 1.660

42.2 500
3450
1080
4805
0–0.06
0–1.6 2º–10’ 0.45
38 2– 3/8 x 2 2.68
68 4.61
117

1.77 45

1.4 0.6
1 1/2
40 1.900

48.3 500
3450
1420
6320
0–0.06
0–1.6 1º–56’ 0.40
33 2– 3/8 x 2 2.91
74 4.82
122

1.77 45

1.5 0.6
2 50

2.375

60.3 500
3450
2215
9860
0–0.06
0–1.6 1º–31’ 0.32
26 2– 3/8 x 2 3.43
87 5.22
133

1.88 48

1.7 0.8
2 1/2
65 2.875

73.0 500
3450
3245
14440
0–0.06
0–1.6 1º–15’ 0.26
22 2– 3/8 x 2 3.88
98 5.68
144

1.88 48

1.9 0.9

76.1 mm 3.000

76.1 500
3450
3535
15730
0–0.06
0–1.6 1º–12’ 0.26
22 2– 3/8 x 2 4.00
102

5.90 150

1.88 48

1.9 0.9
3 80

3.500

88.9 500
3450
4800
21360
0–0.06
0–1.6 1º–2’ 0.22
18 2– 1/2 x 2 3/4 4.50
114

7.00 178

1.88 48

2.9 1.3
3 1/2
90 4.000
101.6
500
3450
6300
28035
0–0.06
0–1.6 0º-54’ 0.19
16 2– 1/2 x 2 3/4 5.00
127

7.50 191

1.88 48

2.9 1.3
4 100

4.500
114.3
500
3450
7950
35380
0–0.13
0–3.2 1º–36’ 0.34
28 2– 1/2 x 2 3/4 5.80
147

8.03 204

2.13 54

4.1 1.9
108.0 mm 4.250
108.0
450
3100
6380
28395
0–0.13
0–3.2 1º–41’ 0.35
29 2– 12 x 70 5.55
141

7.79 198

2.13 54

3.7 1.7
4 1/2
120

5.000
127.0
450
3100
8820
39250
0–0.13
0–3.2 1º–26’ 0.25
21 2– 5/8 x 3 1/4 6.13
156

9.43 240

2.13 54

5.5 2.5
5 125

5.563
141.3
450
3100
10935
48660
0–0.13
0–3.2 1º–18’ 0.27
23 2– 5/8 x 3 1/4 6.88
175

10.07 256

2.13 54

5.8 2.6
133.0 mm 5.250
133.0
450
3100
9735
43325
0–0.13
0–3.2 1º–21’ 0.28
24 2– 16 x 82.5 6.55
166

9.37 238

2.13 54

6.0 2.7
139.7 mm 5.500
139.7
450
3100
10665
47460
0–0.13
0–3.2 1º–18’ 0.28
24 2– 5/8 x 3 1/4 6.80
173

9.59 244

2.13 54

6.3 2.9
152.4 mm 6.000
152.4
450
3100
12735
56670
0–0.13
0–3.2 1º–12’ 0.21
18 2– 5/8 x 3 1/4 7.38
187

10.48 266

1.88 48

6.2 2.8
6 150

6.625
168.3
450
3100
15525
69085
0–0.13
0–3.2 1º–5’ 0.23
18 2– 5/8 x 3 1/4 8.00
203

11.07 281

2.13 54

7.0 3.2
159.0 mm 6.250
159.0
450
3100
13800
61405
0–0.13
0–3.2 1º–9’ 0.24
20 2– 16 x 82.5 7.63
194

10.49 266

2.13 54

6.8 3.1
8 200

8.625
219.1
450
3100
26280
116945
0–0.13
0–3.2 0º–50’ 0.18
14 2– 3/4 x 4 1/4 10.34
263

13.97 355

2.13 59

12.4 5.6
2 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. 3 All
owable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe.

Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by:
50% for 3/4 – 3 1/2”/20 – 90 mm; 25% for 4”/100 mm and larger. 4 Num
ber of bolts required equals number of housing segments.

General Notes
Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details.

WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. victaulic.com

ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT.

1.0 PRODUCT DESCRIPTION
Available Sizes:
• 2 x 1" th
rough 10 x 8"/DN50 x DN25 through DN250 x DN200
Pipe Material:
• Carb
on steel
Maximum Working Pressure:
• Up to 5
00 psi/3447 kPa
• Wor
king pressure dependent on material, wall thickness and size of pipe Application:
• Joi
ns OGS roll grooved and cut grooved pipe, as well as OGS grooved fittings, valves and accessories • Per
mits direct reduction on piping run
• Opt
ional steel washer prevents telescoping of the smaller pipe inside the larger pipe during vertical system assembly
Pipe Preparation:
• Cut o
r roll grooved in accordance with publication 25.01 : Victaulic Standard Groove Specifications.

2.0 CERTIFICATION/LISTINGS
NOTES
• Dow
nload publication 10.01 for Fire Protection Certifications/Listings Reference Guide.

Victaulic® Reducing Coupling
Style 750 06.08
1 System No. Location
Submitted By Date
Spec Section Paragraph
Approved Date

3.0 SPECIFICATIONS – MATERIAL
Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request.

Housing Coating: (specify choice)
Stan
dard: Orange enamel.

Opt
ional: Hot dipped galvanized conforming to ASTM A153.

Opt
ional: Contact Victaulic with your requirements.

Gasket: (specify choice1)
Grad
e “E” EPDM
EPDM (Green stripe color code). Temperature range –30ºF to +230ºF/–34ºC to +110ºC. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES.

Gra
de “T” Nitrile
Nitrile (Orange stripe color code). Temperature range –20ºF to +180ºF/–29ºC to +82ºC. May be specified for petroleum products, hydrocarbons, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+60°C and water over +150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES.

Othe
rs
For a
lternate gasket selection, reference publication 05.01 : Victaulic Seal Selection Guide. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should al
ways be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible.

Bolts/Nuts (specify choice2):

Stan
dard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial – heavy hex nuts) and ASTM A563M Class 9 (metric – hex nuts).

Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type III (imperial) or Type II (metric).

Opt
ional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating.

Assembly Washer (optional): Galvanized carbon steel.
2 Optional bolts/nuts are available in imperial size only 2 victaulic.com

4.0 DIMENSIONS
Style 750

X
ZY
X
ZY
Size
Pipe End
Separation2 Deflect. From CL3 Bolt/Nut Dimensions Weight Nominal Allowable Per Cplg. Pipe Qty. Size
Approximate
(Each)X Y Z
inches
DN
inches
mm Degrees
In./Ft.
mm/m
inches
mm
inches
mm
inches
mm
inches
mm
lb
kg
2 x 1 0 - 0.07 0° - 57' 0.20 2 3/8 x 2 3.38 5.28 1.88 2.7 DN50 DN25 0 - 1.8 17 85 134 48 1.2
1 1/2 0 - 0.07 0° - 57' 0.20 2 3/8 x 2 3.38 5.28 1.88 2.0 DN40 0 - 1.8 17 85 134 48 1.0
2 1/2 x 2 0 - 0.07 0° - 47' 0.16 2 3/8 x 2 4.00 5.93 1.88 3.1 DN50 0 - 1.8 14 102 151 48 1.4
x 2 0 - 0.07 0° - 47' 0.16 2 1/2 x 2 3/4 4.38 6.63 1.88 4.6 DN65 DN50 0 - 1.8 14 111 168 48 2.1
3 x 2 0 - 0.07 0° - 39' 0.13 2 1/2 x 2 3/4 4.75 7.13 1.88 4.9 DN80 DN50 0 - 1.8 11 121 181 48 2.2
2 1/2 0 - 0.07 0° - 39' 0.13 2 1/2 x 2 3/4 4.75 7.13 1.88 4.3 0 - 1.8 11 121 181 48 2.0
0 - 0.07 0° - 39' 0.13 2 1/2 x 2 3/4 4.75 7.13 1.88 4.2 DN65 0 - 1.8 11 121 181 48 1.9
4 x 2 0 - 0.13 1° - 19' 0.28 2 5/8 x 3 1/4 6.25 8.90 2.25 8.1 DN100 DN50 0 - 3.2 25 159 226 57 3.7
2 1/2 0 - 0.13 1° - 19' 0.28 2 5/8 x 3 1/4 6.25 8.90 2.25 8.6 0 - 3.2 25 159 226 57 3.9
0 - 0.13 1° - 19' 0.28 2 5/8 x 3 1/4 6.25 8.90 2.25 6.9 DN65 0 - 3.2 25 159 226 57 3.1
3 0 - 0.13 1° - 19' 0.28 2 5/8 x 3 1/4 6.00 8.90 2.25 6.7 DN80 0 - 3.2 25 152 226 57 3.0
5 x 4 0 - 0.13 1° - 3' 0.22 2 3/4 x 4 1/4 7.18 10.70 2.13 11.2 DN100 0 - 3.2 19 182 272 54 5.1
x 4 0 - 0.13 0° - 55' 0.19 2 3/4 x 4 1/4 8.63 11.90 2.25 15.2 165.1 DN100 0 - 3.2 16 219 302 57 6.9
6 x 4 0 - 0.13 0° - 52' 0.18 2 3/4 x 4 1/4 8.63 11.90 2.25 16.7 DN150 DN100 0 - 3.2 15 219 302 57 7.6
5 0 - 0.13 0° - 52' 0.18 2 3/4 x 4 1/4 8.31 11.90 2.25 12.9 0 - 3.2 15 211 302 57 5.9
8 x 0 - 0.13 0° - 38' 0.13 2 7/8 x 5 10.75 14.88 2.50 23.2 DN200 165.1 0 - 3.2 11 273 378 64 10.5
6 0 - 0.13 0° - 38' 0.13 2 7/8 x 5 10.81 14.88 2.50 22.4 DN150 0 - 3.2 11 275 378 64 10.2
10 x 8 0 - 0.13 0° - 25' 0.90 2 1 x 5 1/2 13.12 17.26 2.62 31.4 DN250 DN200 0 - 3.2 8 333 438 67 14.2
3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe.

Fi
gures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes, these figures should be reduced by:
50% for ¾ – 3 ½"/DN20 – DN90; and 25% for 4"/DN100 and larger.

NOTE
• Met
ric thread size bolts are avaialble (colord-coded gold) for all coupling sizes upon request. Contact Victaulic for details. 3 victaulic.com

5.0 PERFORMANCE
Style 750
Size Maximum
Working
Pressure4
Maximum
End
Load4Nominal
inches
DN
psi
kPa
lb
N
2 x 1 350 500
DN50 DN25 2413 2,225
1 1/2 350 1000
DN40 2413 4,450
2 1/2 x 2 500 2215
DN50 3447 9,850
x 2 350 1550
DN65 DN50 2413 6,900
3 x 2 350 1550
DN80 DN50 2413 6,900
2 1/2 500 3250
3447 14,460
350 2475
DN65 2413 11,010
4 x 2 350 1550
DN100 DN50 2413 6,900
2 1/2 350 2275
2413 10,125
350 2475
DN65 2413 11,014
3 500 4810
DN80 3447 21,400
5 x 4 350 5565
DN100 2413 24,765
6 x 4 350 5565
DN150 DN100 2413 24,765
5 350 8500
2413 37,825
8 x 350 11610
DN200 165.1 2413 51,645
6 350 12060
DN150 2413 53,645
10 x 8 350 20450
DN250 DN200 2413 90,970
4 Working Presssure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in ac
cordance with Victaulic specifications. Contact Victaulic for performance on other pipe and material. Maximum working pressure rating based on larger pipe size. Maximum end load rating based on smaller pipe size.

NOTE
S
• WAR
NING: FOR ONE-TIME FIELD USE ONLY, the Maximum Joint Working Pressure may be increased to 1 ½ times the figures shown. • For j
oint pressure ratings on additional carbon steel wall thicknesses, see publication 06.15 .

4 victaulic.com

5.1 PERFORMANCE
Flow Data - Head Loss
• Equ
ivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at +60°F/+16°C.

Flow Reducing Flow Expanding
Size
Equivalent
Pipe Length Size
Equivalent
Pipe Length
Nominal
Small
Diameter Nominal
Small
Diameter
inches
DN
ft
m
inches
DN
ft
m
2 x 1 5.9 1
DN25 x 2
DN50

2.7 DN50 DN25 1.8 0.8
1 1/2 2.0 1 1/2
DN40 x 2
DN50

1.9 DN40 0.6 0.6
2 1/2 x 2 1.9 2
DN50 x 2 1/2 1.0
DN50 0.6 0.3
x 2 1.9
DN65

1.0 DN65 DN50 0.6 0.3
3 x 2 5.5 3
DN80

3.5 DN80 DN50 1.7 1.1
2 1/2 3.8 4
DN100

3.0 1.2 0.9

3.8 2 1/2 x 3
DN80

2.5 DN65 1.2 0.8
4 x 2 6.0 4
DN100

3.0 DN100 DN50 1.8 0.9
2 1/2 6.0
DN65 x 3
DN80

2.5 1.8 0.8

6.0 4
DN100

3.0 DN65 1.8 0.9
3 6.0 3
DN80 x 4
DN100

2.5 DN80 1.8 0.8
5 x 4 3.0 4
DN100 x 5

3.3 DN100 0.9 1.0
x 4 6.0
165.1

4.6 165.1 DN100 1.8 1.4
6 x 4 6.0 6
DN150

4.6 DN150 DN100 1.8 1.4
5 4.5 5
x 6
DN150

2.3 1.4 0.7
8 x 7.3
165.1 x 8
DN200

5.4 DN200 165.1 2.2 1.7
6 7.3 6
DN150 x 8
DN200

6.0 DN150 2.2 1.8
10 x 8 8.7 8
DN200 x 10
DN250

6.3 DN250 DN200 2.7 1.9

5 victaulic.com

Victaulic Mechanical-T® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a “holefinder” locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D.

Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection.

Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous - ings are available, supplied with plated bolts.

All sizes of Style 920 and 920N are rated at 500
psi
/3450 kPa w
orking pressure on Schedule
10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly - butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe.

Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface.

Additionally, the Vic-Tap II
® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information.

MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request.
•
Opt
ional: Hot dipped galvanized
Gasket: (Specify choice*)
• Gra
de “E” EPDM
EPDM (Green color code). Temperature range –30°F to +230°F/–34°C to +110°C.

Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES.
• Gra
de “T” nitrile
Nitrile (Orange color code). Temperature range –20°F to +180°F/–29°C to +82°C.

Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C.
*Services listed are General Service Recommendations only. It should be noted that there are s
erv
ices for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a l
ist
ing of services which are not recommended.

Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical req
uirements of ASTM A-449 and physical requirements of ASTM A-183.

11.02_1
Mechanical-T® Bolted Branch Outlets
STYLES 920 AND 920N

PATENTED

11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS

JOB/OWNER CONTRACTOR ENGINEER
System No. __________________________ Sub mitted By ________________________ S pec Sect ____________ P ara __________ L
ocation ____________________________ D
ate ________________________________ App
roved ___________________________
D
ate ________________________________
www.victaulic.com
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2017 VICTAULIC COMPANY. ALL RIGHTS RESERVED.

REV_N
STYLES 920 AND 920N STYLE 920 CROSS
SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS
VNIIPO

DIMENSIONS

GROOVED OUTLET
W
ZY
V
Size
Style
No.

Max. Wo
rk
Pressure@ Dimensions
Approx.

Weight Each
Run × Branch
Nominal Size
Inches
mm
920
or
920N
psi
kPa
Hole
Diameter
+0.13
-0.00
T**
Inches
mm
V ‡ #
Thd.

Inches
mm
V ‡
Grv.

Inches
mm
W
Inches
mm
Y
Inches
mm
Z
Inches
mm
Female
Thd.

Lbs.
kg
Grv.

Lbs.
kg
2 × 1/2 (a) ¤ 920N 500 1.50 2.00 2.53 — 1.61 5.35 2.75 3.1 —50 15 3450 38.1 51 64 41 136 70 1.5 3/4 (a) ¤ 920N 500 1.50 1.97 2.53 — 1.61 5.35 2.75 3.1 —20 3450 38.1 50 64 41 136 70 1.5 1 (a) ¤ 920N 500 1.50 1.85 2.53 — 1.61 5.35 2.75 3.0 —25 3450 38.1 47 64 41 136 70 1.4 1 1/4 (a) †
¤ 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2
32 3450 44.5 52 70 76 41 136 76 1.7 1.5
1 1/2 (a) †
¤ 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2
40 3450 44.5 52 70 79 41 136 83 1.7 1.5
2 1/2 × 1/2 (a
) §¤ 920N 500 1.50 2.21 2.74 — 1.82 5.64 2.75 3.0 —65 15 3450 38.1 56 70 46 143 70 1.4 3/4 (a) §¤ 920N 500 1.50 2.18 2.74 — 1.82 5.64 2.75 3.0 —20 3450 38.1 55 70 46 143 70 1.4 1 (a) §¤ 920N 500 1.50 2.06 2.74 — 1.82 5.64 2.75 2.9 —25 3450 38.1 52 70 46 143 70 1.4 1 1/4 † (a) ¤ 9
20N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2
32 3450 44.5 58 76 83 46 160 76 1.7 1.5
1 1/2 † (a) ¤ 9
20N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3
40 3450 50.8 58 76 83 46 159 83 1.7 1.6

76.1 × 1/2 (a) 920N 300 1.50 2.22 2.75 — 2.25 6.46 3.18 3.9 —15 2065 38.1 56 70 57 164 81 1.8 3/4 (a) 920N 300 1.50 2.19 2.75 — 2.25 6.46 3.18 3.9 —20 2065 38.1 56 70 57 164 81 1.8 1 (a) 920N 300 1.50 2.07 2.75 — 2.25 6.46 3.18 3.8 —25 2065 38.1 53 70 57 164 81 1.7 1 1/4 (a) ¤ 9
20N 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2
32 3450 44.5 58 76 84 49 160 76 1.6 1.5
1 1/2 (a) ¤ 9
20N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3
40 345
0 50.8 58 76 84 49 160 83 1.6 1.5
3 × 1/2 (a) ¤ 920N 500 1.50 2.52 3.05 — 2.28 6.15 2.75 3.4 —80 15 3450 38.1 64 78 58 156 70 1.6 3/4 (a) ¤ 920N 500 1.50 2.49 3.05 — 2.28 6.15 2.75 3.4 —20 3450 38.1 63 78 58 156 70 1.6 1 (a) 920N 500 1.50 2.38 3.06 — 2.28 6.15 2.75 3.3 —25 3450 38.1 61 78 58 156 70 1.6 1 1/4 (a
) †¤ 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 32 (b) 3450 44.5 65 83 90 58 156 76 1.8 1.8
1 1/2 (a
) †¤ 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40 (b) 3450 50.8 71 89 90 58 156 83 1.9 1.8
2 (a) ¤ 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1
3 1/2 × 2 92
0N 500 2.50 3.00 — 3.75 2.44 6.72 3.88 — 3.8
90 50 3450 63.5 76 95 62 171 99 1.8
TABLE CONTINUED ON PG. 3

FEMALE THREADED OUTLET
T
W
ZY
V
IMPORTANT NOTES:

Style 920 and Style 920N housings cannot be
mated to one another
to achieve cross connections.
• Provides a direct branch connection at
an
y location where a hole can be cut
in the pipe
• A pre
ssure responsive gasket provides
the seal
• Req
uest Publication 11.03 for
Mechanical-T cross assemblies
• Pre
ssure rated up to 500 psi
/3450 kPa
on s
teel pipe; also available for use
with HDPE pipe
• Siz
es from 2 × ½"/50 × 15 mm
th
rough 8 × 4"/200 × 100 mm
** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). † Ava
ilable with grooved or female threaded outlet. Specify choice on order. ‡ Cen
ter of run to end of fitting.
# Fem
ale threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) Bri
tish Standard female pipe threaded outlet is available as listed. Specify “BSPT” clearly on order. (b) For 7

6.1 mm th
readed outlet, specify 2 1/2" BSP
T clearly on order.
§ Vds approved for fire protection services
¤ LPCB approved for fire protection services
Ø Approved for use in China by Tianjin Approvals Company.

11.02_2
Mechanical-T® Bolted Branch Outlets
STYLES 920 AND 920N

REV_N

DIMENSIONS

GROOVED OUTLET
W
ZY
V

FEMALE THREADED OUTLET
T
W
ZY
V
IMPORTANT NOTES:

Max. Wo
rk
Pressure@ Dimensions
Approx.

Weight Each
Run × Branch
Nominal Size
Inches
mm
920
or
920N
psi
kPa
Hole
Diameter
+0.13
-0.00
T**
Inches
mm
V ‡ #
Thd.

Inches
mm
V ‡
Grv.

Inches
mm
W
Inches
mm
Y
Inches
mm
Z
Inches
mm
Female
Thd.

Lbs.
kg
Grv.

Lbs.
kg
TABLE CONTINUED FROM PAGE 2
4 × 1/2 (a) ¤ 920N 500 1.50 3.03 3.56 — 2.69 7.01 2.75 3.7 —100 15 3450 38.1 77 90 68 178 70 1.8 3/4 (a) ¤ 920N 500 1.50 3.00 3.56 — 2.69 7.01 2.75 3.7 —20 3450 38.1 76 90 68 178 70 1.8 1 (a) ¤ 920N 500 1.50 2.88 3.56 — 2.69 7.01 2.75 3.6 —25 3450 38.1 73 90 68 178 70 1.8 1 1/4 (a) †
¤ 920N 500 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6
32 (b) 3450 44.5 78 96 102 68 178 76 1.9 1.8
1 1/2 (a) †
¤ 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9
40 (b) 3450 50.8 83 102 102 68 178 83 2.0 1.9
2 (a) †¤ 920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2.1
2 1/2 (a) † 9
20 500 2.75 2.88 4.00 4.00 2.69 7. 34 4.63 5.8 5.0
65 3450 69.9 73 102 102 68 186 118 2.6 2.3

76.1 mm 9
20 500 2.75 2.88 — 4.00 2.69 7. 34 4.63 — 6.4
3450 69.9 73 102 68 186 118 2.9
3 (a) † 920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 80 3450 88.9 84 114 105 68 196 130 3.8 2.9
108.0 × 1 1/4 (
a)¤ 920N 500 1.75 3.08 3.78 — 2.63 7.6 4 3.05 5.0 —32 3450 44.5 78 96 67 194 78 2.3 1 1/2 (
a)¤ 920N 500 2.00 3.28 4.00 — 2.63 7.6 4 3.25 5.0 —40 3450 50.8 83 102 67 194 83 2.3 2 (a) 920N 500 2.50 3.25 4.00 — 2.63 7.6 4 4.00 4.0 —50 3450 63.5 83 102 67 194 102 1.9

76.1 mm 9
20 500 2.75 2.88 4.00 4.00 2.63 7.6 4 4.29 8.0 7. 8
3450 69.9 73 102 102 67 194 109 3.6 3.5
3 (a) 920 500 3.50 3.31 4.50 4.50 2.63 7.63 4.88 6.8 6.5 80 3450 88.9 84 114 114 67 194 124 3.1 3.0
5 × 1 1/2 (a) † 9
20 500 2.00 4.03 4.75 4.75 3.16 9.70 3. 69 7.4 7.6
125 40 3450 50.8 102 121 121 80 246 94 3.4 3.4
2 (a) † 920 500 2.50 4.00 4.75 4.75 3.16 9.70 4.38 8.2 8.0 50 3450 63.5 102 121 121 80 246 111 3.7 3.6
2 1/2 (a) † 9
20 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 7.9
65 3450 69.9 92 121 121 80 246 118 3.8 3.6

76.1 mm
¤ 920 500 2.75 3.75 — 4.75 3.16 9.70 4.63 — 8.0
3450 69.9 95 121 80 246 118 3.6
3 (a) † 920 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 80 3450 88.9 97 127 118 80 246 135 3.8 4.0
133.0 × 2 920N 500 2.50 3.75 4.50 — 3.17 8.00 3.88 8.0 —50 3450 63.5 95 114 81 203 99 3.6 3 920 500 3.50 3.81 5.00 — 3.00 9.46 5.31 8.0 —80 3450 88.9 97 127 76 240 135 3.6 TABLE CONTINUED ON PG. 4
** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). † Ava
ilable with grooved or female threaded outlet. Specify choice on order. ‡ Cen
ter of run to end of fitting.
# Fem
ale threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) Bri
tish Standard female pipe threaded outlet is available as listed. Specify “BSPT” clearly on order. (b) For 7

11.02_3
Mechanical-T® Bolted Branch Outlets
STYLES 920 AND 920N

REV_N

DIMENSIONS

GROOVED OUTLET
W
ZY
V

FEMALE THREADED OUTLET
T
W
ZY
V
IMPORTANT NOTES:

Max. Wo
rk
Pressure@ Dimensions
Approx.

Weight Each
Run × Branch
Nominal Size
Inches
mm
920
or
920N
psi
kPa
Hole
Diameter
+0.13
-0.00
T**
Inches
mm
V ‡ #
Thd.

Inches
mm
V ‡
Grv.

Inches
mm
W
Inches
mm
Y
Inches
mm
Z
Inches
mm
Female
Thd.

Lbs.
kg
Grv.

Lbs.
kg
TABLE CONTINUED FROM PAGE 3
139.7 × 1 1/2 † 9 20N 500 2.00 3.78 4.50 — 3.30 8.23 3.25 7.0 —40 3450 50.8 96 114 84 209 83 3.2 2 † 920N 500 2.50 3.75 4.50 — 3.30 8.23 3.88 9.0 —50 3450 63.5 95 114 84 209 99 4.1 6 × 1 1/4 (
a) 920N 500 1.75 4.43 5.13 5.13 3.79 9.15 3.25 5.1 4.8
150 32 (b) 3450 44.5 112 130 130 96 232 83 2.3 2.2
1 1/2 (a) †
¤ 920N 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1
40 (b) 3450 50.8 112 130 130 96 232 83 2.4 2.3
2 (a) †¤ 920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 232 99 2.7 2.5
2 1/2 920 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 65 3450 69.9 110 130 130 94 267 118 3.8 3.4

76.1 mm
¤ 920 500 2.75 4.15 — 5.21 3.69 10.51 4.63 — 8.4
3450 69.9 105 132 94 267 118 3.8
3 (a) † 920 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 80 3450 88.9 110 140 130 94 267 135 4.5 3.8
4 (a) †¤ 920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114. 3 97 146 137 94 267 159 4.6 4.6
159.0 × 1 1/2 (
a) 920N 500 2.00 4.41 5.13 — 3.63 9.40 3.25 7. 8 —40 3450 50.8 112 130 92 239 83 3.5 2 (a) 920N 500 2.50 4.38 5.13 — 3.63 9.40 3.88 8.0 —50 3450 63.5 111 130 92 239 99 3.6

76.1 mm 9
20 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5
3450 69.9 111 140 130 92 239 118 4.3 4.3
3 920 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0
80 3450 88.9 110 140 130 92 239 135 3.7 6.4
108.0 mm 9
20 500 4.50 4.45 — 5.38 3.63 9.40 6.12 — 10.0
3450 114. 3 113 137 92 239 155 4.5
4 920 500 4.50 3.81 5.75 — 3.63 9. 40 6.25 18.0 —100 3450 114. 3 96.80 146 92 239 159 8.2 TABLE CONTINUED ON PG. 5
** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). † Ava
ilable with grooved or female threaded outlet. Specify choice on order. ‡ Cen
ter of run to end of fitting.
# Fem
ale threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) Bri
tish Standard female pipe threaded outlet is available as listed. Specify “BSPT” clearly on order. (b) For 7

11.02_4
Mechanical-T® Bolted Branch Outlets
STYLES 920 AND 920N

REV_N
Size
Style
No.

Max. Wo
rk
Pressure@ Dimensions
Approx.

Weight Each
Run × Branch
Nominal Size
Inches
mm
920
or
920N
psi
kPa
Hole
Diameter
+0.13
-0.00
T**
Inches
mm
V ‡ #
Thd.

Inches
mm
V ‡
Grv.

Inches
mm
W
Inches
mm
Y
Inches
mm
Z
Inches
mm
Female
Thd.

Lbs.
kg
Grv.

Lbs.
kg
TABLE CONTINUED FROM PAGE 4
165.1 × 1 920N 500 1.50 3.88 4.56 — 3.79 9.34 2.75 8.0 —25 3450 38.1 99 116 96 237 70 3.6 1 1/4 ¤ 9
20N 500 1.75 4.43 5.13 — 3.79 9.34 3.25 8.4 —32 3450 44.5 113 130 96 237 83 3.8 1 1/2 (a) †
¤ 920N 500 2.00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4
40 3450 50.8 112 130 130 96 237 83 3.8 2.4
2 (a) † 920N 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 3450 63.5 111 130 130 96 237 99 3.9 2.7

76.1 mm 9
20 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6
3450 69.9 110 130 132 92 267 118 3.9 3.4
3 (a) † Ø 920 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 80 3450 88.9 110 140 130 92 267 135 4.6 3.8
4 (a) †¤ 920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 3450 114. 3 97 146 137 92 267 159 4.8 3.8
8 × 2 (a) † 920 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11. 6 11. 6 200 50 3450 69.9 138 157 159 122 316 114 5.3 5.3
2 1/2 (a) † 9
20 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11. 6 11. 6
65 3450 69.9 129 157 157 122 316 114 5.3 5.3

76.1 mm
¤ 920 500 2.75 5.25 — 6.25 4.81 12.42 4.56 — 11. 6
3450 69.9 133 159 122 316 116 5.3
3 (a) †¤ 920 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11. 6 80 3450 88.9 135 165 165 122 316 135 5.7 5.3
4 (a) †¤ 920 500 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 12.5 100 3450 114. 3 122 171 162 122 316 159 6.9 5.7
** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). † Ava
ilable with grooved or female threaded outlet. Specify choice on order. ‡ Cen
ter of run to end of fitting.
# Fem
ale threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings.` (a) Bri
tish Standard female pipe threaded outlet is available as listed. Specify “BSPT” clearly on order. (b) For 7

DIMENSIONS

GROOVED OUTLET
W
ZY
V

FEMALE THREADED OUTLET
T
W
ZY
V
IMPORTANT NOTES:

Style 920 and Style 920N housings
cannot be mated to each other to
achieve cr
oss co
nnections.
• Provides a direct branch connection at
an
y location where a hole can be cut
in the pipe
• A pre
ssure responsive gasket provides
the seal
• Req
uest Publication 11.03 for
Mechanical-T cross assemblies
• Pre
ssure rated up to 500 psi
/3450 kPa
on s
teel pipe; also available for use
with HDPE pipe
• Siz
es from 2 × ½"/50 × 15 mm
th
rough 8 × 4"/200 × 100 mm

11.02_5
Mechanical-T® Bolted Branch Outlets
STYLES 920 AND 920N

REV_N
FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 Mechanical-T® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below.

CV and Kv Values
Values for flow of water at +60°F/+16°C are shown in the table below.

Formulas for C
V /Kv Values:
∆P = Q2
C v
2 Q = Cv x ∆P
Where:

Q = Flow (GPM)
∆P = Pressure Dr
op (psi)
C v = Flow Coeﬃcient

1 2
Exaggerated for clarity

OUTLET SIZE
Equivalent Length of
Outlet Size Schedule
40 Carbon Steel Pipe
(per UL 213, Sec. 16)
(C = 120)ŧ FT CV/KV Values

NOMINAL

DIAMETER
In/mm
ACTUAL
O.D.

In/mm GROOVED THREADED GROOVED THREADED
1/2 0.840 - 2 - 11
15 21.3 9.4
3/4 1.050 - 4 - 16
20 26.7 13.7
1 1.315 3** 8 - 21
25 33.7 1.8
1 1/4 1.660 5 1/2 6 50 48
32 42.7 42.9 41.1
1 1/2 1.900 11 11 53 53
40 98.3 45.4 45.4
2 2.375 9 10 1/2 112 104
50 60.3 96 89.1
2 1/2 2.875 20 12 1/2 119 150
65 73.0 102 128.5

3.000 16* - 161 -76.1 mm 76.1 138.1
3 3.500 14 15 1/2 249 237
80 88.9 213.4 203.1
4 4.500 20 22 421 401
100 114. 3 360.8 343.6
Q = Flow (m3/hr)
/uni2206P = Pressure Drop (Bar)
Kv = Flow Coeﬃcient
Where:

Q = Flow (m3/hr)
/uni2206P = Pressure Drop (Bar)
Kv = Flow Coeﬃcient
Where:
ŧ Hazen-Williams coefficient of friction is 120.
* Pipe with a wall thickness of 0.165in./4.2mm.
** 1" FireLock™ Innovative Groove System (IGS) outlet

11.02_6
Mechanical-T® Bolted Branch Outlets
STYLES 920 AND 920N

REV_N

FIRE PROTECTION APPROVALS

AND PRESSURE RATINGS
The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals.

Run Size Outlet Size Pipe
Approval Agency
Rated Working Pressures – psi/kPa
Nominal
Size
Inches/mm
Actual
Outside
Diameter
Inches/mm Inches/mm Schedule UL ULC FM LPCB
Vds
(Style 920) (Style 920N)
21/2 - 6 2.875 - 6.625 All 10, 40 400 400 400 290 232 362 65 - 150 73.0 - 168.3 2755 2755 2755 1999 1599 2496
21/2 - 4 2.875 - 4.500 All DF 300 300 300 290 232 362
65 - 100 73.0 - 114.3 2065 2065 2065 1999 1599 2496
21/2 - 4 2.875 - 4.500 All SF 300 300 300 290 232 362
65 - 100 73.0 - 114.3 2065 2065 2065 1999 1599 2496
6 6.625 3, 4 10 300 300 250 290 232 362
150 168.3 2065 2065 1724 1999 1599 2496
6 6.625 3,4 30, 40 300 300 300 290 232 362
150 168.3 2065 2065 2065 1999 1599 2496
8 8.625 21/2 10, 40 400 — — — 145 —200 219.1 2755 1000
8 8.625 3,4 10 300 — 250 — 145 —200 219.1 2065 1724 1000 8 8.625 3,4 30, 40 300 — 300 — 145 —200 219.1 2065 2065 1000 NOTES:
10 re
fers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 re
fers to Listed/Approved Schedule 40 steel sprinkler pipe.

DF re
fers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company.

SF re
fers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation.

VIC-TAP II HOLE CUTTING TOOL FOR
4 - 8"/
100 - 200 MM C

ARBON STEEL PIPE
The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is
ca
pable of tapping into carbon steel pipe systems under pressures up to 500 psi /3450 kPa
.

The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4"/100 mm,

5"/125 mm, 6
"/150 mm an
d 8"/200 mm diameter pipe. The Style 931 comes with a 2 ½"/6 5 mm gro
oved outlet.

The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes.

For more information, refer to publication 24.01.

11.02_7
Mechanical-T® Bolted Branch Outlets
STYLES 920 AND 920N

REV_N
WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details.

This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations.

NOTE
INSTALLATION Reference should always be made to the I-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com.

11.02_L
Mechanical-T® Bolted Branch Outlets
STYLES 920 AND 920N

11.02CARBON STEEL PIPE - HOLE CUT PRODUCTS
For complete contact information, visit www.victaulic.com

Pipe Hangers

Pipe Hangers
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 22 B-Line series Fire Protection SolutionsEaton Revised 8/8/2014 Size Range: Size 1" (25mm) thru 20" (500mm) clevis hanger

Material: Steel

Function: Used as a spacer at a seismic brace location to keep clevis hanger from collapsing during seismic event.

Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines OPM-0052-13, for 2 1⁄2” - 8”
(B3100) only

Installation Note: Fig. 1CBS fits easily over the cross bolt and attaches by pinching tabs down.

Finish: Pre-Galvanized. Contact customer service for alternative finishes and materials.

Order By: Figure number and finish.

TOLCO™ Fig. 1CBS - Clevis Bolt Spacer

Pipe Size Approx. Wt./100
Part No. in. (mm) lbs. (kg) 1CBS-1 1” (25) 3.2 (1.4) 1CBS-11/4 11/4” (32) 4.1 (1.8) 1CBS-11/2 11/2” (40) 4.8 (2.2) 1CBS-2 2” (50) 9.4 (4.2) 1CBS-21/2 21/2” (65) 11.4 (5.2) 1CBS-3 3” (75) 13.9 (6.8) 1CBS-31/2 31/2” (90) 16.0 (7.2) 1CBS-4 4” (100) 18.0 (8.1) 1CBS-5 5” (125) 27.3 (12.4) 1CBS-6 6” (150) 32.5 (14.7) 1CBS-8 8” (200) 42.5 (19.2) 1CBS-10 10” (250) 72.7 (32.9) 1CBS-12 12” (300) 86.3 (39.1) 1CBS-14 14” (350) 157.6 (71.5) 1CBS-16 16” (400) 183.7 (83.3) 1CBS-18 18” (450) 224.6 (101.9) 1CBS-20 20” (500) 254.0 (115.2)

TOLCO™ Fig. 25 - Surge Restrainer
Size Range: — One size fits 3⁄4" (20mm) thru 2" (40mm) pipe.

Material: — Pre-Galvanized Steel

Function: — Designed to be used in conjunction with Fig. 200 band hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger.

This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2016 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe.

Approvals: — Underwriters Laboratories Listed only when used with band hanger Fig. 200, in the USA (UL) and Canada (cUL).

Finish: Pre-Galvanized

Order By: Figure number and band hanger, size from
3⁄4" (20mm) thru 2" (40mm).

Patent #5,344,108

Approx. Wt./100
Part No. lbs. (kg)
25 4.8 (2.2)
OPM
Sizes 2” (50) thru 20” (500)
Sizes 1” (25) thru 11/2” (40)

Beam Clamps

Beam Clamps
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 14 B-Line series Fire Protection SolutionsEaton

Size Range:

Fig. 65 - 1/2"-13 rod sizes, and 5/8"-11 rod sizes
Fig. 65XT - 3/8"-16 rod size (see below)

Material: Steel with hardened cup point set screw and jam nut

Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4” (19.0mm).

Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement.

Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL).

Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, 3/8"-16 rod will support 1/2” (15mm) thru 4” (100mm) pipe 1/2"-13 rod will support thru 8” (200mm) pipe

Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials.

Order By: Figure number and finish

Fig. 65 Patent #4,570,885

Part Rod Size B C D E No. A in. (mm) in. (mm) in. (mm) in. (mm) 65-1/2 1/2”-13 11/2” (38.1) 3/4” (19.0) 1” (25.4) 9/16” (14.3) 65-5/8 5/8”-11 11/2” (38.1) 3/4” (19.0) 1” (25.4) 9/16” (14.3)

Part F Approx. Wt./100 No. in. (mm) Lbs. (kg) 65-1/2 11/4” (31.7) 55 (24.9) 65-5/8 11/4” (31.7) 55 (24.9)

Part For Approx. Wt/100 No. Rod Size Lbs. (kg) 65XT 3/8”-16 28.0 (12.7)

TOLCO™ Fig. 65 - Reversible Steel C-Type Beam Clamp 3/4” (19.0mm) Throat Opening

TOLCO™ Fig. 65XT - Reversible Steel C-Type Beam Clamp 3/4” (19.0mm) Throat Opening B
F
E
A
C
D
Feature: Extruded holes allows for more thread
engagement of threaded rod and set screw.

Finish: Plain or Electro-Galvanized

Order By: Figure number and finish
Approvals: Underwriters Laboratories Listed
(cULus) and FM Approved (FM) for up to 4”
(100mm) pipe.

Designed to meet or exceed requirements of
FM DS 2-0 and NFPA 13.
3/4"
(19.0)
19/16"
(39.7)
1"
(25.4)
7/8"
(22.2)
13/8"
(34.9)
Set Screw and
Locknut Included
Set Screw and
Locknut Included

Beam Clamps

Beam Clamps
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 18 B-Line series Fire Protection SolutionsEaton

Size Range: 3/8"-16 & 1/2"-13 rod
4” (101,6mm) thru 16” (406.4mm) lengths
Note: longer lengths are available consult factory

Material: Pre-Galvanized Steel

Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be
expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13.

Features: Beveled locking slot* is precisely formed to align with the threaded section of a hanger rod or set screw and engage the unit securely. May be used as shown in Section “A-A” or inverted. Allows easy installation for new construction or retrofit applications.

Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore the beveled
locking slot of the Fig. 69R will provide a secure reliable installation.

Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed B-Line series or Tolco beam clamp.

Finish: Pre-Galvanized

Order By: Figure number, length, and finish.

Note: Minimum return on strap is 1” (25.4mm)

* Patent #5,947,424

TOLCO™ Fig. 69R - Retrofit Capable Beam Clamp Retaining Strap A
A
A - A
Slot Width For Use With Length Part No. in. (mm)
69R-3/8-L 7/16” (11.1) B3033-3/8, B3034-3/8, Specify 65-3/8, 65XT-3/8, 66-3/8
69R-1/2-L 9/16” (14.3) B3033-1/2, B3034-1/2, 65-1/2, 66-1/2 Specify

Threaded Accessories

Threaded Accessories
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 96 B-Line series Fire Protection SolutionsEaton

B3205 - Threaded Rod (right-hand threads - both ends)
B3205L - Threaded Rod (right & left hand threads)

ATR - All Threaded Rod - 120” (3.05m) Lengths
TOLCO™ Fig. 99 - All Threaded Rod Cut To Length

Size Range: 3/8"-16 thru 7/8"-9 rod
Material: Steel
Function: Recommended for use as a hanger support in hanger assemblies.

Rod is threaded on both ends with right hand threads of the length shown. Also available with left and right hand threads - specify Fig. B3205L when ordering.

Maximum Temperature: 750°F
(399°C)
Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials.

Order By: Figure number, rod size, length and finish
Size Range:
1/4"-20 thru 7/8"-9 rod in 120” lengths or cut to length Material: Steel
Maximum Temperature: 750°F (399°C)
Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials.

Order By: Figure number, rod size, length and finish
A
Thread Size
TL
TL
Specify Length
‘L’

Standard Design Load Thread Size Thread Length TL 650°F (343°C) 750°F (399°C) Part No. A in. (mm) Lbs. (kN) Lbs. (kN)

B3205-3/8 x 'L' 3/8"-16 21/2" (63.5) 730 (3.25) 572 (2.54) B3205-1/2 x 'L' 1/2"-13 21/2" (63.5) 1350 (6.00) 1057 (4.70) B3205-5/8 x 'L' 5/8"-11 21/2" (63.5) 2160 (9.61) 1692 (7.52) B3205-3/4 x 'L' 3/4"-10 3" (76.2) 3230 (14.37) 2530 (11.25) B3205-7/8 x 'L' 7/8"-9 31/2" (88.9) 4480 (19.93) 3508 (15.60) Part No. - Size x Length Threads Recommended Load Approx. Wt./100 Ft.

ATR Fig. 99 Per Inch Lbs. (kN) Lbs. (kg) ATR 1/4” x 120 99-1/4” x length 20 240 (1.07) 12 (5.44) ATR 3/8” x 120 99-3/8” x length 16 730 (3.24) 29 (13.15) ATR 1/2” x 120 99-1/2” x length 13 1350 (6.00) 53 (24.04) ATR 5/8” x 120 99-5/8” x length 11 2160 (9.60) 89 (40.37) ATR 3/4” x 120 99-3/4” x length 10 3230 (14.37) 123 (55.79) ATR 7/8” x 120 99-7/8” x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog.

For larger sizes consult full line pipe hanger catalog.

OPM
Pipe Hangers

Pipe Hangers
23 Eaton
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.

B-Line series Fire Protection Solutions

TOLCO™ Fig. 200 - “Trimline” Adjustable Band Hanger
TOLCO™ Fig. 200F - “Trimline” Adjustable Band Hanger with Felt Lining for Copper Tubing TOLCO™ Fig. 200C - “Trimline” Adjustable Band Hanger with Plastic Coated TOLCO™ Fig. 200S - “Trimline” Adjustable Band Hanger with Removable Nut (For sizes 1” thru 2”)

Size Range:

Fig. 200 - 1/2” (15mm) thru 8” (200mm) pipe
Material: Steel, Pre-Galvanized
Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation.

Features:
•
1/2” (15mm) thru 2” (50mm) sizes have flared edges for ease of installation on all pipe types and protects CPVC plastic pipe from abrasion. Captured knurled nut design (flared top) on 1” thru 2” sizes keep nut from separating with hanger. Hanger is easily installed around pipe.
•
1/2” (15mm), 3/4” (20mm), and 21/2” (65mm) thru 8” (200mm)) Spring tension on nut holds it securely in hanger before installation.

Knurled nut is easily removed.
• For
1/2” (15mm) and 3/4” (20mm) sizes with non-captured knurl nuts order Fig. 200S
Approvals: Underwriters Laboratories listed (1/2” (15mm) thru 8” (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (
3/4” (20mm) thru 8” (200mm)).

Conforms to Federal Specifications WW-H-171E & A-A-1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10.

Maximum Temperature: 650°F
(343°C)
Finish: Pre-Galvanized. Stainless Steel
materials will be supplied with (2) hex nuts
in place of a knurl nut.

Order By: Part number and pipe size

** Note: For metric hanger rod sizes add the
metric rod size to the figure number.

Example: 200M8-1
1/2 or 200M10-11/2

† M8 rod size is not UL Listed or FM Approved
A
B
D
Fig.
200-1 to
200-2
Fig.
200-1/2 &
200-3/4
Fig.
200-21/2 to 200-8

Pipe Size Rod Size A B D Max. Rec. Load Approx. Wt./100 Part No.** in. (mm) in. mm** in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kg) 200-1/2 1/2" (15) 3/8"-16 M8† or M10 3 1/8" (79.4) 25/8" (66.7) 111/32" (34.1) 400 (1.78) 11 (5.0) 200-3/4 3/4" (20) 3/8"-16 M8† or M10 3 1/8" (79.4) 21/2" (63.5) 11/16" (27.0) 400 (1.78) 11 (5.0) 200-1 1" (25) 3/8"-16 M8† or M10 3 3/8" (85.7) 25/8" (66.7) 11/8" (28.6) 400 (1.78) 12 (5.5) 200-11/4 11/4" (32) 3/8"-16 M8† or M10 3 3/4" (94.0) 27/8" (73.0) 15/32" (29.3) 400 (1.78) 13 (5.9) 200-11/2 11/2" (40) 3/8"-16 M†8 or M10 3 7/8" (98.4) 27/8" (73.0) 13/16" (30.2) 400 (1.78) 14 (6.4) 200-2 2" (50) 3/8"-16 M8† or M10 4 1/2" (114.3) 3" (76.3) 13/16" (30.2) 400 (1.78) 15 (6.9) 200-21/2 21/2" (65) 3/8"-16 M10 55/8" (142.9) 41/8" (104.7) 17/16" (36.5) 600 (2.67) 27 (12.3) 200-3 3" (75) 3/8"-16 M10 57/8" (149.1) 4" (101.6) 11/4" (31.7) 600 (2.67) 29 (13.3) 200-31/2 31/2" (90) 3/8"-16 M10 73/8" (187.3) 51/4" (133.3) 23/16" (55.6) 600 (2.67) 34 (15.6) 200-4 4" (100) 3/8"-16 M10 73/8" (187.3) 5" (127.0) 13/8" (34.9) 1000 (4.45) 35 (16.0) 200-5 5" (125) 1/2"-13 M12 91/8" (231.8) 61/4" (158.7) 311/32" (84.9) 1250 (5.56) 66 (30.2) 200-6 6" (150) 1/2"-13 M12 101/8" (257.2) 63/4" (171.4) 27/32" (56.3) 1250 (5.56) 73 (33.4) 200-8 8" (200) 1/2"-13 M12 131/8" (333.4) 83/4" (222.2) 37/32" (81.7) 1250 (5.56) 136 (62.3) Fig. 200C
200C-11/2 shown
Fig. 200F
200F-11/2 shown
Fig. 200 & Fig. 200S
shown with
non-captured nut
Fig. 200
shown with captured nut
1” thru 2” sizes only
A
Overall Height
B
Center of pipe to top of knurled hanger rod nut.

D
Top of pipe to bottom of hanger rod nut.
††
Seismic Bracing
Seismic Bracing
67 Eaton
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.

B-Line series Fire Protection Solutions
Size Range: Pipe size to be braced: 1" (25mm) thru 8" (200mm) IPS. Pipe size used for bracing: 1" (25mm) and 11⁄4" (32mm) Schedule 40 IPS.

Material: Steel
Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly.

Features: Can be used to brace schedule 7 through schedule 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary.

Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below.

Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" (25mm)
pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced.

Approvals: Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 66.

Finish: Plain, Electro-Galvanized or Hot Dip Galvanized. Contact customer service for alternative finishes and materials.

Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1" (25mm) or 11⁄4" (32mm)) , and finish.

Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the FM Approval requires that Fig. 1001 must be used only with other TOLCO ™ bracing products. The Fig. 1001 is not intended for use with the Fig. 907 4-way Longitudinal Brace Attachment.

Designed to meet or exceed requirements of FM DS 2-8.

TOLCO Fig. 1001 - sway brace attachment (FM approved)
Set Bolts
Included
Design Load - For Sch. 7, Sch. 10, & Sch. 40 Pipe
Pipe Part Number & Approx. Wt./100 Allowable Horizontal Capacity (lbf) Per Installation 1, 2, 3 Size 1" (25mm) Brace Pipe 11/4" (32mm) Brace Pipe 30°-44° 45°-59° 60°-74° 75°-90° in. (mm) Lbs. (kg) Lbs. (kg) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) 1" (25) 1001-1 X 1 104.6 (47.4) 1001-1 X 11/4 122.2 (55.4) 1800 (8.01) 2550 (11.34) 3120 (13.88) 3490 (15.52) 11/4" (32) 1001-11/4 X 1 105.2 (47.7) 1001-11/4 X 11/4 122.6 (55.6) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.59) 11/2" (40) 1001-11/2 X 1 107.0 (48.5) 1001-11/2 X 11/4 124.7 (56.6) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.59) 2" (50) 1001-2 X 1 112.6 (51.1) 1001-2 X 11/4 129.2 (58.6) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.59) *21/2" (65) 1001-21/2 X 1* 136.3 (61.8) 1001-21/2 X 11/4 * 154.4 (70.0) 800 (3.56) 1130 (5.03) 1380 (6.14) 1540 (6.85) 3" (80) 1001-3 X 1 145.0 (65.8) 1001-3 X 11/4 163.1 (74.0) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.30) 4" (100) 1001-4 X 1 158.6 (71.9) 1001-4 X 11/4 176.7 (80.1) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.30) 5" (100) 1001-5 X 1 173.2 (78.6) 1001-5 X 11/4 191.4 (86.8) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) *6" (150) 1001-6 X 1* 190.0 (85.2) 1001-6 X 11/4* 206.0 (93.4) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) *8" (200) 1001-8 X 1* 217.4 (111.5) 1001-8 X 11/4* 265.3 (120.3) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 1 FM Approved when used with 1 or 1 1/4 inch NPS Schedule 40 GB/T 3091,EN 10255H, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as “Schedule 7”. These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe.
3 Load rating for Schedule 10 above may be applied to GB/T 3092,EN 10255M and H, or JIS G3454, FM Approved Thinwall, or Schedule 40 steel pipes.

Note: See UL load ratings in UL Listed Design
Load chart shown under drawing.
* Note: Metric sizes available for 65mm, 150mm, 200mm
pipe size with 25mm and 32mm brace pipe size.

Contact the factory.

OPM
Fig. 1001
Saving Lives through innovation & education • Hilti Firestop Guide 2001 • Hilti U.S.: 1-800-879-8000 / www.us.hilti.com12 Product Information
FS-ONE
High Performance
Intumescent Firestop
Sealant
Product description
• Intumescent (expands when exposed to fire) firestop sealant that helps protect
combustible and non-combustible penetrations for
up to 4 hours fire rating
Areas of application
• Steel, copper and EMT pipes
• Insulated steel
and copper pipes
• Cable bundles
• Closed or vented plastic pipes
• HVAC penetrations
For use with
• Concrete, masonry, drywall and wood floor assemblies
• Wall
and floor assemblies rated up to 4 hours
Examples
• Sealing around plastic pipe penetrations in fire rated construction
• Sealing around
combustible and non-combustible penetrations
in fire rated construction
Internationally tested and approved
FM

APPROVED
For Penetration Fire Stops.

Con
sult the Factory Mutual Research Corporation Approval Guide.

CLASSIFIED

FILL, VOID OR CAVITY MATERIALS

CLASSIFIED BY
UNDERWRITERS LABORATORIES, INC.

FOR USE IN TROUGH-PENETRATION

FIRESTOP SYSTEMS

SEE UL FIRE RESISTANCE DIRECTORY
66Y7
FS-ONE
Intumescent Firestop
Sealant
Ordering
Description Color Package
contents Volume Item No.

FS-ONE, tube red 10.1 oz. (300 ml) 18 in 3 00 259579
FS-ONE, foil red (Qty 20) 20.2 oz. (600 ml) 36 in 3 00311387 FS-ONE, pail red 5 Gallons (19 liter) 1155 in 3 00 259578 CB 200 Pl-300/310 ml Dispenser 00 055205
600 ml Foil Dispenser 00024669
System advantage/Customer benefits
• Protects most typical firestop penetration applications • Easy to
work with and fast cleanup
• Can be repenetrated when laying new cables
• Can be painted

13Saving Lives through innovation & education • Hilti Firestop Guide 2001 • Hilti U.S.: 1-800-879-8000 / www.us.hilti.com Installation Instructions
FS-ONE
High Performance Intumescent
Firestop Sealant
Product
description
• Intumescent (expands when exposed to fire) firestop sealant that helps protect combustible and non-combustible penetrations for up to 4 hours fire rating
Product features
• Smoke, gas and water resistant
• Contains no
halogen, solvents or asbestos
• High fire rating properties
• Water based, easy to clean
Tested in accordance with
• UL 1479
• ASTM E
814
• ASTM E 84
Technical Data
FS-ONE
Intumescent Firestop
(at 73°F (23°C) and 50% relative humidity)
Chemical basis: Water -based intumescent acrylic dispersion Density: Approx. 1.5 g/cm3
Color: Red
Working time: Approx. 20-30 min
Curing time: Approx. 14-21 days
Shore A Hardness: Approx. 35
Movement capability: Approx. 5%
Intumescent Activation: Approx 250°F (121°C)
Expansion rate (unrestricted): Up to 3-5 times original volume Temperature resistance (cured): -40 ° F (-40°C) to 212°F (100°C) Application temperature: 35°F (2°C) to 100°F (38°C)
Surface
burning characteristics: Flame Spread: 0
(ASTM E 84-96) Smoke Development: 5
Sound transmission classification: 50
ASTM E 90-97
Approvals
ICBO Evaluation Service, Inc. Report No. 5071
California State Fire Marshal Listing No. 1200:108
City of New York MEA 326-96-M Vol. II

6. Fasten identification
plate (if
required).

1. Clean opening. 2. Pack mineral wool.
(If required)

3. Apply FS-ONE. 4. Smooth FS-ONE. 5. Leave completed seal undisturbed for 48 hours.

6. Fasten identification
plate (if required).

1. Clean opening. 2. Pack mineral wool.
(If required)

3. Apply FS-ONE. 4. Smooth FS-ONE. 5.

Leave completed seal
undisturbed for 48 hours.

Installation instructions for FS-ONE
Cable installation
Firestop
Sy
stem
Opening

1. Clean
the opening. Surfaces to which FS-ONE will be applied should be cleaned of loose debris, dirt, oil, moisture, frost and wax. Structures supporting penetrating items must be installed in compliance with local building and electrical standards.

Application of firestop sealant

2. Install the prescribed backfilling material type and depth to obtain the desired rating (if required). Leave sufficient depth for applying FS-ONE.

3. Application of firestop sealant: Apply FS-ONE to the required depth in order to obtain the desired fire rating. Make sure FS-ONE contacts all surfaces to provide maximum adhesion. For application of FS-ONE use a standard caulking gun, foil pack gun, bulk loader and bulk gun. With FS- ONE buckets, Graco type sealant pumps may be used. (Contact pump manufacturer for proper selection).

4. Smoothing of firestop sealant: To complete the seal, tool immediately to give a smooth appearance. Excess sealant, prior to curing, can be cleaned away from adjacent surfaces and tools with water.

5. Leave completed seal undisturbed for 48 hours.

6. For maintenance reasons, a penetration seal could be permanently marked with an identification plate. In such a case, mark the identification plate and fasten it in a visible position next to the seal.

Notice about approvals
• Check that the penetration has been sealed according to the specified drawing in the UL Fire Resistance Directory or Hilti Firestop Manual. For further advice, please contact Hilti customer service. Refer to Hilti product literature and UL fire resistance directory for specific application details.

Not for use...
• High movement expansion joints
• Underwater
• On materials where oil, plasticizers or solvents may bleed i.e. impregnated wood, oil based seals, green or partially vulcanized rubber • In any penetration other than those specifically described in this manual or the test reports
Safety precautions
• Before handling, read the product and Material Safety Data Sheet for detailed use and health information
• Keep out of reach of children
• Wear suitable gloves and eye protection
Storage
• Store only in the original packaging in a location protected from moisture at temperatures between 40°F (5°C) and 86°F (30°C)
• Observe expiration date on the packaging
Firestop
System
Pipe installation
Saving Lives through innovation & education • Hilti Firestop Guide 2001 • Hilti U.S.: 1-800-879-8000 / www.us.hilti.com210 Material Safety Data Sheet
HILTI,
INC.: P.O. Box 21148, Tulsa, OK 74121; Ph: 1 800 879 6000; Emergency No.: 1 800 879 4444 PRODUCT NAME: FS-ONE High Performance Intumescent Firestop Sealant MSDS No.: 259 Revision No.: 008
DESCRIPTION: One-part acrylic-based sealant Date: 05/19/99 Page: 1 of 2

INGREDIENTS AND EXPOSURE LIMITS
Ingredients: CAS Number: PEL: TL
V: TEL:

Calcium carbonate 01317-65-3 5 mg/m3 (T) 10 mg/m 3 (T) NE Ammonium polyphosphate 68333-79-9 NE NE NE
Boron trioxide 01303-86-2 15 mg/m3 (R) 10 mg/m 3 NE
Alkylphenolethersulfate, sodium salt 69011-84-3 NE NE NE Talc 14807-96-6 20 mppcf 2 mg/m 3 NE
Zinc oxide 01314-13-2 5 mg/m3 (T) 10 mg/m 3 NE
Expandable graphite 12777-87-6 5 mg/m3 (T) 2 mg/m 3 (T) NE Ethylene glycol 00107-21-1 NE C:100 mg/m3 (A) NE
Polybutene 09003-29-6 NE NE NE
Iron oxide 01309-37-1 10 mg/m3 5 mg/m3 NE
Glass filament 65997-17-3 NE 5 mg/m3 (T) NE
Silicon dioxide 14808-60-7 0.05 mg/m3 (T) 0.1 mg/m 3 (T) NE Abbreviations: PEL = OSHA Permissible Exposure Limit. TLV = ACGIH Threshold Limit Value. C = Ceiling. STEL = Short Term Exposure Limit. NE = None Established. NA = Not Applicable. (T) indicates “as total dust”. (R) indicates “as respirable fraction”. (A) indicates “as an aerosol”. mppcf = million particles per cubic foot.

PHYSICAL DATA
Appearance: Red
paste. Odor: Odorless.

Vapor Density: (air = 1) Not determined. Vapor Pressure: 23mbar @ 20C / 68F Boiling Point: Not applicable. VOC Content: None.

Evaporation Rate: Not applicable. Solubility in Water: Soluble.

Specific Gravity: 1.5 pH: Notdetermined.

FIRE AND EXPLOSION HAZARD DATA
Flash Point: Non-flammable.

Flammable
Limits: Not applicable.

Extinguishing Media: Not applicable. Use extinguishing media as appropriate for surrounding fire.

Special Fire Fighting Procedures: None known. Use a self-contained breathing apparatus when fighting fires involving chemicals.

Unusual Fire and Explosion Hazards: None known. Thermal decomposition products can be formed.

REACTIVITY DATA
Stability: Stable.

Hazardous
Polymerization: Will not occur.

Incompatibility: Strong acids, peroxides, and oxidizing agents.

Decomposition Products: Thermal decomposition can yield CO and CO2.

Conditions to Avoid: None known.

HEALTH HAZARD DATA
Known Hazar
ds: None known.

Carcinogenicity: IARC classifies crystalline silica (quartz sand) as Gp I based upon evidence among workers in industries where there has been long-term and chronic exposure (via inhalation) to silica dust; e.g. mining, quarry, stone crushing, refractory brick and pottery workers. This product does not pose a dust hazard; therefore, this classification is not relevant. Based upon the nature and intended use of this product, it does not pose an increased cancer risk to workers.
211Saving Lives through innovation & education • Hilti Firestop Guide 2001 • Hilti U.S.: 1-800-879-8000 / www.us.hilti.com Material Safety Data Sheet
Signs and
Symptoms of Exposure: Possibly irritating upon contact with the eyes or upon repeated contact with the skin.

Routes of Exposure: Dermal.

Medical Conditions Aggravated
by Exposure: Eye and skin conditions.

EMERGENCY AND FIRST AID PROCEDURES
Eyes: Immediately
flush with plenty of water. Call a physician if symptoms occur.

Skin: Immediately wipe off material and wash with soap and water. Material can adhere to the skin.

If material has adhered to the skin, use an abrasive containing hand cleaner. If material does not come off, buff with a pumice stone.

Inhalation: Move victim to fresh air if discomfort develops. Call a physician if symptoms persist.

Ingestion: Seek medical attention. Do not induce vomiting unless directed by a physician. Never give anything by mouth to an unconscious person.

Other: Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure.

CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT
Ventilation: General
(natural or mechanically induced fresh air movements).

Eye Protection: Not required, however, safety glasses should be worn in most industrial settings.

Skin Protection: Avoid skin contact. Cloth gloves are suitable for hand protection.

Respiratory Protection: None normally required. Where ventilation is inadequate to control vapors, use a NIOSH-approved respirator with organic vapor cartridges. Never enter a confined space without an appropriate air-supplied respirator.

PRECAUTIONS FOR SAFE HANDLING AND USE
Handling and
Storing
Precautions: Store in a cool, dry area preferably between 50° and 100° F . Keep from freezing.

Do not store in direct sunlight. Avoid contact with the eyes or skin. Practice good hygiene; i.e. always wash thoroughly after handling and before eating or smoking.

For industrial use only. Keep out of reach of children. Follow label/use instructions.

Spill Procedures: Immediately wipe away spilled material before it hardens. Place in a container for proper disposal in accordance with all applicable local, state, or federal requirements.

REGULATORY INFORMATION
Hazard
Communication: This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard 29 CFR 1910.1200.

HMIS Codes: Health 1, Flammability 0, Reactivity 0, PPE B DOT Shipping Name: Not regulated.

TSCA Inventory Status: Chemical components listed on TSCA inventory.

SARA Title III,
Section 313: This product contains 1-5% ethylene glycol (CAS 107-21-1) and 1-5% zinc oxide (re: zinc compounds) which are subject to reporting under Section 313 of SARA Title III (40 CFR Part 372).

EPA Waste Code(s): Not regulated by EPA as a hazardous waste.

Waste Disposal
Methods: Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local, state, and federal safety, health and environmental regulations.

CONTACTS
Customer Service:
1 800 879 8000
Technical Service: 1 800 879 8000
Emergency: 1 800 879 4444
Health / Safety: 1 800 879 6000 Steve Gerrard (x6309) Jerry Metcalf (x6704) The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided.

Saving Lives through innovation & education • Hilti Firestop Guide 2001 • Hilti U.S.: 1-800-879-8000 / www.us.hilti.com234 Certificate of Compliance – FS-ONE

www.reliablesprinkler.com
Features:
• Red enamel finish
• Constructed of lightweight steel
• Mounting holes provided
• Five models available
Product Description
Reliable Model A Spare Sprinkler Cabinets are designed to meet the requirements of NFPA 13 and NFPA 13R that state: “A supply of at least six spare sprinklers shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced.” These lightweight steel, red enam- el finished cabinets are quickly mounted using the holes provided.

Model A Spare Sprinkler Cabinets
Bulletin 278 December 2017
Model Capacity
Max. Sprinkler
Thread Size
(inches)
Size of Cabinet
inches (mm)
Width Depth Height
A3 12 1 16-3/4
(425)
4 (101)
14-1/4
(361)
A4 3 3/4 7-3/8
(187)
2-3/8
(60)
5-1/4
(133)
A4 6 3/4 14-1/4
(361)
2-3/8
(60)
5-1/4
(133)
A4
Large 6 1 14-1/4
(361)
6-1/2
(165)
3-1/8
(79)
A4 12 3/4 14-1/4
(361)
4 (101)
5-1/4
(133)
Table 1
Location/Installation
Location must be coordinated with, and installation made in ac- cordance with, the requirements of NFPA 13 or NFPA 13R, and all authorities having jurisdiction.

Guarantee
For Reliable Automatic Sprinkler, Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com.

Ordering Information
Specify:

Cabinet Model
Capacity (A4 Models)
P/N 9999970529
Model A4 (6 Capacity)
Model A4 (3 Capacity)
Model A3 (12 Capacity)
Model A4 (12 Capacity)
Model A4 Large (6 Capacity)

Model G6-56 Concealed Sidewall Sprinkler
Features
• Nominal 5.6 (80 metric) K-Factor
• 175 psi (12,0 bar) pressure rating
• Convenient push-on/pull-off flat cover plate with 1/4” (6 mm) adjustment
• Cover plate is available in a wide variety of colors and finishes • Shipped complete with factory installed protective cap Product Description
The Reliable Model G6-56 is a concealed quick response
standard spray sidewall sprinkler that utilizes a push-on/pull- off flat cover plate assembly. The sprinkler can be used in any occupancy where sidewall sprinklers are permitted, and is especially well-suited for use in dormitories, hotels, health care facilities, and offices where aesthetically pleasing sidewall sprinkler protection is needed.

The flat cover plate is attached to the skirt using 135*F (57*C) ordinary temperature classification solder. When the temperature rises, the solder holding the cover plate melts, allowing the release of the plate and exposing the concealed fire sprinkler to the rising temperature.

The Model G5-56 utilizes a quick response solder link that enables the sprinkler to activate five to six times quicker than a standard response sprinkler of the same temperature rating.

The sprinkler is listed for a maximum service pressure of 175 psi (12,0 bar), and is shipped with a factory installed protective cap.

Installation
Care must be exercised that orifice size, temperature rating, and sprinkler spacing are in accordance with this bulletin and the latest published standards of the National Fire Protection Association, and approved by the Authority Having Jurisdiction.

Apply a PTFE-based thread sealant or thread sealant tape to the sprinkler threads. Using the Model G6 Wrench (see figure 2), install the sprinkler into the fitting and verify the sprinkler is properly oriented.
www.reliablesprinkler.com
It is not necessary to remove the factory installed plastic protective cap since it is sized to fit inside the Model G6 wrench.

The G6 wrench must be properly orientated on the sprinkler using the key way in the wrench for proper fit. The G6 wrench is provided with a flat surface for use with a bubble level and TOP marking to allow proper orientation of the horizontal sidewall deflector. Final leveling can be performed after a leak proof joint is obtained with a torque between 8 and 18 ft-lbs (11 to 24 N.m).

Leave the protective cap in place to protect the sprinkler while the wall is finished.

The protective cap must be removed and the Model G6 listed cover plate installed prior to the sprinkler system being placed in service.

Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any other cover plate with the Model G6-56 Concealed Horizontal Sidewall Sprinkler, the use of the G6 cover plate assembly on any sprinkler with which is it not specifically listed, or alteration of the sprinkler or cover plate will void all guarantees, warranties, listings, and approvals.

Model G6-56 Sprinkler Specifications
Table A
Sprinkler Model Orientation Listing or
Approval
Max. Working Pressure
psi (bar)
Sprinkler Identification
Number (SIN)
G6-56 Horizontal Sidewall,
Concealed cULus, LPCB,CE, UKCA 175 (12.0) RA5035
cULus, LPCB, CE, UKCA
Model G6-56 Concealed Quick Response
Standard Spray Sidewall Sprinkler
Bulletin 050 April 2023
Note: Do NOT install the Model G6-56 sprinkler in locations where there is positive pressure in the cavity behind the sprinkler.

Model G6-56 Concealed Quick Response Sidewall Standard Spray Sprinkler SIN RA5035 Technical Specifications
Style: Concealed Horizontal Sidewall
Threads: 1/2” NPT (R1/2)
Nominal K-Factor: 5.6 (80)
Max. Working Pressure: 175 psi (12 bar)
Material Specifications
Operating Element: Nickel Alloy
Frame Arms: Brass
Sprinkler Body: Bronze
Cap: Bronze
Sealing Washer: Nickel Alloy
Load Screw: Stainless Steel
Push Spring: Stainless Steel
Deflector: Bronze
Yoke: Bronze
Lever Arms: Bronze
Sprinkler Finishes
Bronze (only)
Sensitivity
Quick Response

Cover Plate
Model G6
Cover Plate Finishes
(See Table B)
Temperature Ratings
165°F (74°C) (Sprinkler)
135°F (57°C) (Cover Plate)
Sprinkler Wrench
G6 Wrench
Listings and Approvals
cULus Listed
LPCB Approved (034g)
CE Listed (2831-CPR-S2062)
UKCA: 0832-UKCA-CPR-S5045
Model G6-56 Concealed Sidewall Sprinkler Components and Dimensions Figure 1 Bulletin 050
April 2023

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Sacramento City CouncilFebruary 4, 2025

Sacramento City Council
February 4, 2025