Permit 1- zc5z2- ccx�3
PATRIOT 4708 NE MINNEHAHA ST
VANCOUVER,WA 98661
FIRE PROTECTION INC. TEL(360)699-4403
FAX(360)699-4485
RECEIVED
Fire Protection 01 261 .
y�
CITY OF TIG,ARD
Seismic Calculation BUILDING OIVISin-
Submittal
for
Tigard Senior Housing
Tigard , OR
8815 SW Omara Street
Tigard, OR 97223
ATRIOT Job #31 -1544
P6
TACOMA,WA OFFICE www.patriotfire.com SPOKANE,WA OFFICE
TEL(253)926-2290 PATRIFP099CF/CCB#70822
TEL(509)926-3428
FAX(253)922-6150 FAX(509)926-3708
TOLBraceTM Seismic Bracing Calculations
Contractor: Patriot Fire Protection, Inc.
Project Address: Tigard Senior Housing Address: 4708 NE Minnehaha St
Vancouver,WA 98661T.
1
et
8815 SW Omara Street phone: 360.699.4403 Fimor;orgiksinesslbbrur%'Ida
Tigard. OR 97223 Licence: PATRIFP099CF
Job#31-1544 Calculations based on 201e NFPA Pamphlet#13
Brace Information TOLCOTM Brace Components
Maximum Brace Length T O'(2.134 m) TOLCOTM Component Listed Load Adjusted Load
Diameter of Brace 1' Fig. 1001 Clamp 1200 lbs(544 kg) 1200 lbs(544 kg)
Fig.980 Universal Swivel 1970 lbs(894 kg) 1970 lbs(894 kg)
Type of Brace Sch.40 See Fastener Information
"Calculation Based on CONCENTRIC Loading
Angle of Brace 45° Min.
"Please Note:These calculations are for TOLCOT"components only.Use of any
other components voids these calculations and the listing of the assembly.
Least Rad.of Gyration 0.42" (11 mm)
Seismic Brace Assembly Detail
UR Value 200
Max Horizontal Load 1310 lbs(594 kg)
TOLCO FIG. 980
Other Requirements - FM Approved Loads UNIVERSAL SWAY BRACE
ATTACHMENT
Fastener Information STEEL PIPE .;
Orientation to Connecting Surface NFPA Type B
Fastener �z f, ..4s'`' , f.y.r..,
Type Lag-Screw J
f�.•Diameter 1in. (13mm) 1 „ <41m.. .1 ,
Length TOLCO FIG. 1001-/ f h q
31n_(76 mm) FAST CLAMP �• ¢Ili 7a,1 �.,(4.
Maximum Load 4 * J• Gt_S
252 Ibs (114 kg) ___ ___ _ _- ...___
ii.xrit tE:S Ittarbi
Brace Identification on Plans 4"Lateral#1
Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way( I
Sprinkler System Load Calculation (Fpw= CpWp)
Cp= 0.4028
Diameter Type Length Total Length Weight Per Unit Length Total Weight
4"(100 mm) Sch. 10 30 ft(9.1 m) 30 ft(9.1 m) 11.78 lb/ft(17.53 kg/m) 353 lbs(160 kg)
Subtotal Weight 353 lbs(160 kg)
Wp(incl. 15%) 406 lbs(184 kg)
Main Size Type/Sch. Spacing(ft) I Total(Fpw) 164 lbs(74 kg)
4" Sch.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) 1071 lb(485 kg)
lTOLBraceT"Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement
TOLBraceTM Seismic Calculation
Tigard Senior Housing Job#31-1544
8815 SW Omara Street
Puwetkr,9 fius9iess 4Ynrldurde
Brace Identification 4' Lateral#1
Brace Type(Per NFPA#13) NFPA Type B
Braced Pipe (ft) 4"Sch.10 Steel Pipe
Spacing of Brace 30'0" (9.14 m)
Orientation of Brace Lateral
Bracing Material 1"Sch.40
Maximum Brace Length 7'0"(2.13 m)
Slenderness Ratio used for Load Calculation 200
True Angle of Brace for Calculation 45°
Type of Fastener 1/2 x 3(13 x 76 mm) Lag-Screw
Length of Fastener 3in. (76 mm)
Summary of Pipe within Zone of Influence
4"Sch.10 Steel Pipe(101.6 mm) 30 ft(9.1 m)
G-Factor Used 0.4028
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 164 lbs (74 kg)
Material Capacity 1310 lbs(594 kg)
Fastener Capacity 252 lbs(114 kg)
Fig. 1001 Clamp 1200 lbs(544 kg)
Fig.980 Universal Swivel 1970 lbs(894 kg)
Structural Member Wood Decking
Calculations prepared by Kevin Long
The description of the Structural Member is for informational purposes only.
TOLBraceTM software calculates the brace assembly only,not the structure it is attached to.
Calculated with TOLBrace^'8
visa us at www.tolco.com
TOLBraceTM Seismic Bracing Calculations
Contractor: Patriot Fire Protection,Inc.
Project Address: Tigard Senior Housing_ _ Address: 4708 NE Minnehaha St
Vancouver,WA 98661 Ax
8815 SW Omara Street Phone: 360.699.4403 Pawer;eg&a Hass WorAwide
Tigard. OR 97223 Licence: PATRIFP099CF
Job#31-1544 Calculations based on 2016 NFPA Pamphlet#13
Brace Information TOLCOTM Brace Components
Maximum Brace Length 7'0"(2.134 m) TOLCOT" Component Listed Load Adjusted Load
Diameter of Brace 1" Fig.4LA Clamp 970 lbs(440 kg) 970 lbs(440 kg)
Fig.980 Universal Swivel 1970 lbs(894 kg) 1970 lbs(894 kg)
Type of Brace Sch.40 See Fastener Information
Angle of Brace 45° Min. 'Calculation Based on CONCENTRIC Loading
'Please Note:These calculations are for TOLCO""components only.Use of any
other components voids these calculations and the listing of the assembly.
Least Rad.of Gyration 0.42° (11 mm)
Seismic Brace Assembly Detail
LJR Value 200
Max Horizontal Load 1310 lbs(594 kg)
„'&17`,°mI4
t er equirements -FM Approved Loads .„a. . ..„.
Fastener Information °
Orientation to Connecting Surface NFPA Type B
- - .YxCI r04W fq xU -
twrsO\ {I I a�i..f'�
Fastener °.+ciin.<„uirn �:,.
Nsii
Type La Screw ® , �'�6., fir,. ii
g }
T1E
— 13. 461'E T
_
Diameter 1/2in. (13 mm) / t �� ar, � ]..
0 . i" GO'
Length 3in. (76 mm) U ..,. i_L_/ 't` 1e,14�� •_
- - - -� n.an rox„ L.
Maximum Load - - - -- „11 At.. „-.Y- J- GL J�
lbs kg)-
_ ___ .. _. . _.. i•xPIr.ES
Brace Identification on Plans 4"Longitudinal#1
Prying Factor N/A
Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ]
Sprinkler System Load Calculation (Fpw= CpWp)
Cp= . 0.4028
Diameter Type Length Total Length Weight Per Unit Length Total Weight
4"(100 mm) Sch. 10 30 ft(9.1 m) 30 ft(9.1 m) 11.78 lb/ft(17.53 kg/m) 353 lbs(160 kg)
Subtotal Weight 353 lbs(160 kg)
Wp(inch 15%) 406 lbs(184 kg)
Main Size Type/Sch. Spacing (ft) I Total(Fpw) 164 lbs(74 kg)
<" scn.10 ao Maximum Fpw per 9.3.5.5.2(if applicable) N/A
1TOLBracel'A Version 81 Use of TOLBrace a is subject to terms and conditions per the end user license agreement
TOLBraceTM Seismic Calculation
Tigard Senior Housing Job#31-1544
8815 SW Omara Street T.
Pawn g Easiness 4tiwMu(de
Brace Identification 4"Longitudinal#1
Brace Type(Per NFPA#13) NFPAType B
Braced Pipe(ft) 4"Sch.10 Steel Pipe
Spacing of Brace 30'0"(9.14 m)
Orientation of Brace Longitudinal
Bracing Material 1"Sch.40
Maximum Brace Length 7'0"(2.13 m)
Slenderness Ratio used for Load Calculation 200
True Angle of Brace for Calculation 45°
Type of Fastener 1/2 x 3(13 x 76 mm) Lag-Screw
Length of Fastener 3in. (76 mm)
Summary of Pipe within Zone of Influence
4"Sch.10 Steel Pipe(101.6 mm) 30 ft(9.1 m)
G-Factor Used 0.4028
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 164 lbs(74 kg)
Material Capacity 1310 lbs(594 kg)
Fastener Capacity 252 lbs (114 kg)
Fig.4LA Clamp 970 lbs (440 kg)
Fig.980 Universal Swivel 1970 lbs(894 kg)
Structural Member Wood Decking
Calculations prepared by Kevin Long
'The description of the Structural Member is for informational purposes only.
TOLBracer"software calculates the brace assembly only,not the structure it is attached to.
Calculated with TOLBrace`e"8
Visit us at www.lolco.com
TOLBraceTM Seismic Bracing Calculations
Contractor: Patriot Fire Protection,Inc.
Project Address: Tigard Senior Housing Address: 4708 NE Minnehaha St
Vancouver,WA 98661 as
8815 SW Omara Street flnverw 6oxiness Worki>vrifo
Phone: 360.699.4403
Tigard. OR 97223 Licence: PATRIFP099CF
Job#31-1544 Calculations based on 2016 NFPA Pamphlet#13
Brace Information TOLCOTM Brace Components
Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load
Diameter of Brace 1" Fig. 1001 Clamp 1200 lbs(544 kg) 1200 lbs(544 kg)
Fig.980 Universal Swivel 1970 lbs(894 kg) 1970 lbs(894 kg)
Type of Brace Sch.40
YP -__ See Fastener Information
45° Min. *Calculation Based on CONCENTRIC Loading
Angle of Brace *Please Note:These calculations are for TOLCOT4'components only.Use of any
other components voids these calculations and the listing of the assembly.
Least Rad.of Gyration 0.42" (11 mm)
Seismic Brace Assembly Detail
L/R Value 200
Max Horizontal Load 1310 lbs (594 kg)
Other Requirements - FM Approved Loads • -T' Y .�
�
Fastener Information ,- (j
' \ w"VfnS,LswAY / `-cotlaciL
V SPACEAnK10.1EIIT MOOR
Orientation to Connecting Surface NFPA Type B �I\
Fastener \ `%;O yfr{:;
V:i kA\ ,. 'i 7•,
Type Lag-Screw Lu
w f3.'RIPE
Diameter 1/2in. (13 mm) 'r' "'O'' I .
"G UMW t'y "h ta.i4� �a
Length 3in. (76 mm) RG
J. GE 5
Maximum Load 252 lbs (114 kg)
1.xplr,[-S
Brace Identification on Plans 4"4-Way#1
Prying Factor N/A Brace Type Lateral[ ] Longitudinal( ] 4-Way[X]
Sprinkler System Load Calculation (Fpw=CpWp)
0.4028
Diameter Type Length Total Length Weight Per Unit Length Total Weight
4"(100 mm) Sch. 10 20 ft(6.1 m) 20 ft(6.1 m) 11.78 lb/ft(17.53 kg/m) 236 lbs(107 kg)
Subtotal Weight 236 lbs(107 kg)
Wp(incl. 15%) 271 lbs(123 kg)
Main Size Type/Sch. Spacing(ft) I Total(Fpw) 109 lbs(50 kg)
a" Sch.10 20 Maximum Fpw per 9.3.5.5.2(if applicable) N/A
fTOLBraceTM Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement
TOLBraceTM Seismic Calculation
Tigard Senior Housing Job#31-1544
8815 SW Omara Street 4are
rvacnrrq a seless4Ynrliiv4e
Brace Identification 4 4-Way#1
Brace Type(Per NFPA#13) NFPAType B
Braced Pipe(ft) 4"Sch.10 Steel Pipe
Spacing of Brace 20'0" (6.1 m)
Orientation of Brace Riser
Bracing Material 1"Sch.40
Maximum Brace Length 7' 0"(2.13 m)
Slenderness Ratio used for Load Calculation 200
True Angle of Brace for Calculation 45°
• Type of Fastener 1/2 x 3 (13 x 76 mm) Lag-Screw
Length of Fastener 3in. (76 mm)
Summary of Pipe within Zone of Influence
4"Sch.10 Steel Pipe(101.6 mm) 20 ft(6.1 m)
G-Factor Used 0.4028
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 109 lbs (49 kg)
Material Capacity 1310 lbs(594 kg)
Fastener Capacity 252 lbs(114 kg)
Fig. 1001 Clamp 1200 lbs(544 kg)
Fig.980 Universal Swivel 1970 lbs(894 kg)
Structural Member Wood Stud
Calculations prepared by Kevin Long
•The description of the Structural Member is for informational purposes only.
TOLBraceT"software calculates the brace assembly only,not the structure it is attached to.
Calculated with TOLBrace"6
1 Visit us at www.tolco.com