Specifications (38) C'kk,e
Tol-Brace Seismic Calculations
DELTA FIRE
Project Address: BURNHAM ASH APTS
14795 SW 72ND AVE
PORTLAND OR 97224 eilt ttlIDLCO
12850&12790 SW Ash AVE
503 620 4020
Tgard OR 97223
Job*15-5481 Calculations based on 2013 NFPA Pamphlet#13
Brace Information Tolco Brace Components
Maximum Spacing 77'0"(23A7 m) Tolco Component Fig.Number Adjusted Load
Maximum Brace Length 0"(2•13 m) FfgAL Clamp 1425 lbs(646 kg)
Bracing Material r Sch.40 Fig,980 Universal Swivel 1955 lbs(887 kg)
*Calculation Eased on CONCENTRIC Loading
Angle from Vertical 45*Min.__
- *Please Note,These calculators are for Toren components only.Use of any
other components nods these calculators and the listing of the assembly.
Least Rad.of Gyration 0.42"(11 mm)
Assembly Detail
UR Value 200
TOLco 9: —
Max Horizontal Load 1310 lbs(594 kg) UNIVERSAL SWAY BRACE
ATTACHMENT eller
—A
Force Factor(Cp) 0.5 SiEkt.PIPE /4F
LATERAL BRACE
Fastener Information
Fastener Orientation NEPA Type B TOLCO FIG.4C
PIPE CLAMP FOR'N___
SWAY BRACING I S
Maximum Load 525 lbs(238 kg)
o )
Diameter
Length 5-1/2in„ _
Type 1„N-Screw
Brace Identification on Plans Longitudinal steel
Orientation of Brace Longitudinal
Braced Pipe:4"Sch.10 Steel Pipe Load Information
Size and Type of Pipe Total Length Total Calculated Load
SCril 0 Steel Pipe(101.6 mm) pilo, 77ft(23,5 m) 454 lbs(206 kg)
ai &MOPE
010143014
V.).110164,
EVINter 6/14
Percentage added for Fittings and SpnnIders 15% 68 lbs(30.84 kg)
Total Adjusted Load of all pipe within Zone of Influence 522 lbs(237 kg)
fTol-Brace Version 71
Tol-Brace Seismic Calculations
DELTA FIRE
Project Address: BURNHAM ASH APTS 14795 SW 72ND AVE
12850&127x0 SW Ash AVE PORTLAND OR 97224 U-Lh* eTOLCD
503 620 4020
TigardOR 97223_
Job 8 15-54$1 Calculations based on 2013 NFPA Pamphlet 013
Brace Information Tolco Brace Components
Maximum Spacing 20'0"(6,1 m) Tolco Component Fig.Number Adjusted Load
Maximum Brace Length 7 p" 2.13 m) _..._ Fig.4 Clamp 377=bs(171 kg)
Bracing Material 1"Sch.40 Fig,980 Universal Swivel 2395 lbs(1036 kg)
Angle from Vertical 60°Min, *Calculation Based on CONCENTRIC Loading
__...�®__.. *Please Note:These calculations are for To co components only.Use of any
�r42.� other components viceds these calculations and the tilting of the assembly.
Least Rad.of Gyration (11 mm)
UR Value 200 Assembly Detail
_
TOLCO FIG,98
Max Horizontal Load 1604 lbs(7260 UJNIVFRSAL.SWAY BRACE
ATTACHMENT TYE.
Force Factor(Cp) 0.5
STEEL PIPE •
LATERAL BRACE
Fastener Information
Fastener Orientation NFPA C TOLCO FIG,4A 9/0
PIPE CLAMP FOR —4,
Maximum Load4i
SWAY BRACING
380 lbs(172 kg)
Diameter y
10
Length 4-1/tin.
Type
LaterScrew
Brace Identification on Plans LATERAL CPVC
Orientation of Brace Lateral
Braced Pipe;3"CPVC Load Information
Size and Type of Pipe Total Length Total Calculated Load
3"CPVC(76.2 mm) 20ft(6.1 m) 48 lbs(22 kg)
1.25"CPVC(31.75 mm) 250ft(76.2 m) 135 lbs(61 kg)
1"CPVC(25.4 mm) ° A4. 100ft(30 5 m) 34 lbs(15 kg)
SWOPE
OREGON
144
Y1E
C.
bikes; 614
Percentage added for Fittings and Sprinklers 15% 33 lbs(14.97 kg)
Total Adjusted Load of all pipe within Zone of Influence )249 lbs(113 kg)
Mil-Brace Version 71
Tol-Brace Seismic Calculations
DELTA FIRE
Project Address: BURNHAM ASH APTS 14795 SW 72ND AVE
PORTLAND OR 97224 1 1 . -. ' 13-Line ItTOLCO
12850&12790 SW Ash AVE
503 620 4020
Tigard OR 97223
Job*15-5481 Calculations based on 2013 NFPA Pamphlet#13
Brace Information Tolco Brace Components
Maximum Spacing 40'0"(12.19 m) Tolco Component Fig.Number Adjusted Load
Maximum Brace Length 7 0"(2.13 m) cig,1001 Clamp 1425 lbs(646 kg)
Bracing Material r Sch.40 Fig,9S0 Universal Swivel 1955 lbs(887 kg)
*Calculation Based on CONCENTRIC Loading
Angle from Vertical 45'Min,
"Please Note.These calculations are for Toco components on y.Ilse of any
0.42"(11 m m) other components no ds these calculations and the listing of the assembly.
Least Rad.of Gyration
Assembly Detail
LIR Value 200
TOLCO FIG.984
Max Horizontal Load 1310 tbs(594 1:9) UNIVERSAL SWAY BRACE
ATTACHMENT
464
force Factor(Cp) 05
STEEL PIPE
LATERAL BRACE
Fastener Information
Fastener Orientation NFPA Type E
t
Maximum Load 550 lbs(249 Ic9)
Diameter 51TOLCO FIG. 1001 *,
8in, FAST CLAMP 4IM.
Length 5-1/2in.
Type Lag-Screw _I
Brace Identification on Plans
Lateral Steel Pipe
Orientation of Brace
Lateral
Braced Pipe:4"Sch.10 Steel Pipe Load Information t
Size and lype of Pipe Total Length Total Calculated Load
4"Sch.10 Steel Pipe(101.6 mm) 408(12.2 m) 236 lbs(10714
2"Sch.40 Steel Pipe(50.8 mm) 1811(5.5 m) 46 lbs(21 kg)
1,5"SchA0 Steel Pipe(38.1 ram) ....to Pnote,s,t 5011(152 m) 90 lbs(41 kg)
r " -
1.25"Sch.4D Steel Pipe(31_75 mm) r 54113OPE tr 3011(91 m) 44 lbs(20 kg)
1"Sch 40 Steel Pipe(25.4 mm) re.....4" 5011(152 m) 51 lbs(23 kg)
OREGON
144,47.1101:1
C.
EaNbar
Percentage added for Fittings and Sprinklers 15% 70 lbs(31.75 kg)
Total Adjusted Load of all pipe within Zone of Influence 537 lbs(244 kg)
(Tel-Brace Version 71
..., .
Tol-Brace Seismic Calculations
DELTA FIRE
Project Address: BURNHAM ASH APTS 14795 SW 72ND AVE
PORTLAND OR 97224 NA B-Line 4)TOLCO
12850&12790 SW Ash AVE
503 620 4020
Tigard OR 97223
Job*15-S4K Calculations based on 2013 NEPA Pamphlet#13
Brace Information Tolco Brace Components
Maximum Spacing 40'0'.(12.19 m) Tolco Component Fig.Number Adjusted Load
Maximum Brace Length? 0"(2.13 ro) .'19.4 Clamp 197 bs(89 kg)
Bracing Material 1"Sch.40 Fig.98.0 Universal Swivel 1382 lbs(627 kg)
*Calculation Baseo on CONCENTRIC Loading
Angle from Vertical 30°Min.
*Please Note These calculators are for TitIcti components on Use of any
other components voids these calculations and the listing of the assembly.
Least Rad.of Gyration 0.42"(11 mm)
Assembly Detail
UR Value 200
10LCO FIG.9 a
Max Horizontal Load 926 lbs(42041) UNIVERSAL SWAY BRACE
MIAOW ENT TYP.
4015O,t1
Force Factor(Cp) 05
SIM PIPE-. .
LATERAL BRACE
Fastener Information
Fastener Orientation NEPA Type 0 TOLCO FIG.4A-...
PIPL CLAMP tOR ..,...A.,
SWAY BRACING 'Illr'r
Maximum Load 315 lbs(143 kg)
Diameter inin, ,t4
Length 471/2in.
Type 49-Screw
1 Brace Identification on Plans LATERAL-2 CPVC
Orientation of Brace Lateral
Braced Pipe:2.5"CPVC Load Information
[
Size and Type of Pipe Total Length Total Calculated Load
2.5CPVC(63.5 mm) 4081(12.2 m) 65 lbs(29 kg)
T CPVC(50.8 mm) 2581(7.6 m) 28 lbs(13 kg)
1.5'CPVC(38.1 mm)
ftft0%,_ 5081(15.2 iri) 35 lbs(16 kg)
1 eit414-46
1.25"CPVC(34 75 mm) ad &MOPE 40ft(12.2 m) 22 lbs(10.kg)
17-4—r
1"CPVC(25.4 mm i 2081(6.1 m) 7 lbs(3 kg)
orainopi
Vork13;i1
C.
VEllipkosi_141_,,..6
Percentage added for Fittings and Sprinklers 15% 23 lbs(1043 kg)
Total Adjusted Load of all pipe within Zone of Influence 180 lbs(82 kg)
EIWI-Brace Version 71