Report (2) F 2°22-(xjb8g
PATRIOT OFFICE Go 4708 NE MINNEHAHA ST
VANCOUVER,WA 98661
FIRE PROTECTION INC, TEL(360)699-4403
FAX(360)699.4485
ECEIVED
Fire Protection CITY OFTIGARD
BUILDING DIVISION
Seismic Calculation
Submittal
for
Tigard Senior Housing
Tigard , OR
8815 SW Omara Street
Tigard, OR 97223
PRATRior Job #31 -1544
TACOMA,WA OFFICE www.patriotfire.com SPOKANE,WA OFFICE
TEL(253)926-2290 TEL(509)926-3428
PATRIFP099CF/CCB#70822
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 98661 461.
8815 SW Omara Street phone: 360.699.4403 lawen::a Cosiness Woiki id
Tigard. OR 97223 Licence: PATRIFP099CF
Job#31-1544 Calculations based on 2016 NFPA Pamphlet 413
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 See Fastener Information
Angle of Brace 45° Min. "Calculation Based on CONCENTRIC Loading
`Please Note:These calculations are for TOLCOTM 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)
TOLCO FIG. 980
Other Requirements - FM Approved Loads UNIVERSAL SWAY BRACE
ATTACHMENT
Fastener Information STEEL PIPE .o
Orientation to Connecting Surface NFPA Type B
AP
........ -..
Fastener 7�` :4 ^4v��,1+:'+'r:/-/„
Type i:`' W�IC;14I fr,.:-ij
Lag-Screw #—+—; � ,,, s
13.461,E T
Diameter � �• .. ..m.1/2in (13mm) /��as1� IV,. ., l .
a•- CA" .
Length 3in. 76 mm) TOLCO FIG. 1001 f 142 1,h a 4b 4-
FAST CLAMP r 14
Maximum Load �• �.f. GCJS
252 lbs(114 kg)
FxPr t-S
Brace Identification on Plans 4"Lateral#1
Prying Factor N/A
-_- Brace Type Lateral[X] Longitudinal[ ] 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(incl. 15%) 406 lbs(184 kg)
Main Size Type/Sch. Spacing(ft) l Total(Fpw) 164 lbs(74 kg)
Sob.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) 1071 lb(485 kg)
1TOLBrace"4 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 j� 6
Feuvrlrrj Pus boss 4irrlairy ie
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)
130 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.
TOLBracem software calculates the brace assembly only,not the structure it is attached to.
Calculated with TOLBracem 6
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
8815 SW Omara Street phone: 360.699.4403 Nvedeg Business WoArFxrde
Tigard, OR 97223
Licence: PATRIFP099CF
Job#31-1544 Calculations based on 2016 NFPA Pamphlet613
Brace Information TOLCOTM Brace Components
Maximum Brace Length ..0" 2.134 m) TOLCOTNI 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 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)
...MWIV.w,...3.:
Other Requirements - FM Approved Loads .�... „.,„.
Fastener Information
Orientation to Connecting Surface NFPA Type B
euncT°taTC�u • . a l,f
Fastener ewcv'i"'L nm�• cY,:•I
Type Lag Screw .. ` C,, 'c.
Diameter 13,:49YE T
, �� +
II
Length 31n. (76 mm) `i 1_..' -a. ° 16.l4�$�4-
252 lbs(114 kg)
Maximum Load „D;.;w.� „ ,#f-., a.f. GCS
j1
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 = 0.4026
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)
a" Sch.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) N/A
(TOLBrace°'Version 8) Use of TOLBrace"'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 5B
Nwerinrg 8ariness Worldwide
Brace Identification 4"Longitudinal#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 Longitudinal
Bracing Material 1"Sch.40
Maximum Brace 7 "Length 9 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.
TOLBrac& software calculates the brace assembly only,not the structure it is attached to.
Calculated with TOLBraceTM 8
Visit 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 as
Te
8815 SW Omara Street R*aeaggsusinesstvorklawrde
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 See Fastener Information
Angle of Brace 45° Min. "Calculation Based on CONCENTRIC Loading
'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
L/R Value 200
Max Horizontal Load 1310 lbs(594 kg)
Other Requirements -FM Approved Loads
Fastener Information ' ''
` N4iVEfisAL SWAY - �•e NA
`-coxatur
VVV WALE ATTOCtIMEllr �/ MO
Orientation to Connecting Surface NFPA Type B \I\
i \-sr. . -_l.10;1'4
Fastener y�^`z,c•�y I,c.'r::'._�).r
Type Lag-Screw .i �M.'MEr T
Diameter 1/2in. (13 mm) i.' 4. + .
F5 9 0.
Length Sin. (76 mm) FiKc00 Y/� 7e,14a 44-
J. GO
Maximum Load 252 lbs (114 kg)
1li.
Brace Identification on Plans 4"4-Way#1
Prying Factor WA 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)
Sch.10 20 Maximum Fpw per 9.3.5.5.2(if applicable) N/A
(TOLBrace"'Version 61 Use of TOLBrace"'is subject to terms and conditions per the end user license agreement
TOLBrace TM Seismic Calculation
Tigard Senior Housing Job#31-1544
8815 SW Omara Street " °
Pawling n+rg&witless lNwldw;ife
Brace Identification 4"4-Way#1
Brace Type(Per NFPA#13) NFPA Type 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) 120 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.
TOLBracer"software calculates the brace assembly only,not the structure it is attached to_
Calculated with TOLBrace"'6
Visit us at www.tolco.com