Specifications (37) I Tol-Brace Seismic Calculations
DELTA FIRE
Project Address: BURP HAM ASH APTS
14795 SW 72ND AVE I�
PORTLAND OR 97224 B`Llne I i 'lTOLCD
12850&12790 SW Ash AVE
503 620 4020
Tigard OR 97223
Job*15-5461 Calculations based on 2013 NFPA Pamphlet#13
Brace Information Tolco Brace Components
Maximum Spacing 77'0'(23,47 m) Tolco Component Fig.Number Adjusted Load
Maximum Brace Length 7 0"(2.13 m) Fig,4L Clamp 1425 lbs(646 kg)
Bracing Material 1"Sch.40 Fig 950 Urive^sal Swive 1955 lbs(887 kg)
Angle from Vertical 45°Min, `Calcuis`tion Based on CONCENTRIC Loading
.__........_...__._.__.�.� `Please Note.These calc Batons are for To on components on y.Use of any,
chef components cods these calcai&ions and the listing of the assembly_
Least Rad,of Gyration 0.42"(11 mm)
Assembly Detail
LIR Value 200
--_._ _ TOLLO 11G.980
Max Horizontal Load 1310 lbs(594 kg) UNIVERSAL.SWAY BRACE
'—-- ATTACHMENT
Force Factor(CpSTEEE PIPE) 0.5 f
----
LATERAL BRACE .
Fastener Information / ,
i
Fastener Orientation NFPAJype B — AL
PIPE CLAMTOLCO P FOR
SWAY BRACING
' Maximum Load 525 lbs(238 kg)
Diameter 5/8in. _j
Length 5-1/2in.
Type Lag-Screw
Brace Identification on Plans Longitudinal steel
Orientation of Brace _ongitudinal
Braced Pipe:4"Sch.10 Steel Pipe Load information
Size and Type of Pipe Total Length Total Calculated Load
•
4"Sch.10 Steel Pipe(101.6 mm) y�00 PRD, 77ft(23.5 m) 454 lbs(206 kg)
�c3` 4 s�`9ytomopE 9
(Z44-
s
E lres 6JJ/
Percentage added for Fittings and Sprinklers 15% 68 lbs(30.84 kg)
Total Adjusted Load of all pipe within Zone of Influence 522 lbs(237 kg)
ITol-Brace Version 71
e
Tol-Brace Seismic Calculations
DELTA FIRE
Project Address: BURNHAM ASH APTS 14795 SW 72ND AVE
PORTLAND OR 97224 COB-Line t ?TDLCD
12850&12790 SW Ash AVE
503 620 4020
Tigard OR 97223
Job*15-5481 Calculations based on 2013 NFPA Pamphlet#13
Brace Information Tosco Brace Components
Maximum Spacing 20'0`(6.1 m) Tolco Component Fig.Number Adjusted Load
Maximum Brace Length 7 0°(2.13 m) Fig.4 Camp 377 bs(171 kgs
Bracing Material 1 Sch.40 Fig.950 Unive'sa!Strive' 2395 ibs(1056 kg)
Angle from Vertical 60'Min, •Calcuation Eases on CONCENTRIC Loading
.._.. ..._. .._._-. "Fmase Note:These oalculatians are for To co components on;y.Jae of any
{�42° t 1 other oomoonens ye cis these calcu;a5ons and Ina Istng eine assembly.
Least Rad.of Gyration (1 mm)
•
UR Value 200 Assembly Detail
TOLCO FIG.980—
Max Horizontal Load 16'14 lbs(728 1_4 UNIVERSAL SWAY BRACE ~'
.._ ATTACHMENT TYP. a
NrosI
Force Factor(Cp) 0.5
-- — -- STEEL PIPE
LATERAL BRACE
Fastener Information
Fastener Orientation ! �f
NFPA ape C -_---- TOLCO FIG.4A_ r
lk
PIPE CLAMP FOR virf
SWAY BRACING
Maximum Load 38C lbs(172 kg)
Diameter 1/2in. I
S
Length 4-1/2in,
Type Lag-Screw
Brace Identification on Plans LATERAL CPVC
Orientation of Brace a:eral
Braced Pipe:3"CPVC Load Information
Size and Type of Pipe Total Length Total Calculated Load
3'CPVC(76.2 mm) 20ft(6.1 Tr) 48 lbs(22 kg)
1.25"CPVC(31.75 mm) 2506(76.2 m) 135 lbs(61 kg)
GPVC( 5.4 mm) 440 PROs 00ft(30.5 m) 34 lbs(;5 kg)
54530PE
(&.-f
OREGON
Yf9 1e
C.S
Expirev 6/I6
Percentage added for Finings and Sprinklers 15% 33 lbs(14.97 kg)
Total Adjusted Load of all pipe within Zone of Influence 249 lbs(113 kg)
(Tel-!rare Version 71
Tol-Brace Seismic Calculations
DELTA FIRE
Project Address: BURN-iAtvt ASH ACTS 14795 SW 72ND AVE
PORTLAND OR 97224 COOgR 8-Line tg,OTOLCD
12850 f::12790 SW Ash AVE
503 620 4020
Tigard OR 97223
Jab*15-3481 Calculations based on 2013 NFPA Pamphlet#13
Brace Information Tolco Brace Components
Maximum Spacing 40'0'(12,19 rr) Tolco Component Fig.Number Adjusted Load
Maximum Brace Length 7'0"(2.13 m) Fig,1001 Clamp 1425 lbs(646 kg)
Bracing Material l Sch.40 Fig S80 Unive•sal Swine! 1955 lbs(887 kg)
Angle from Vertical 45'MM, 'Calcu;ation Baser on CONCENTRIC Loading
-__... _..-..... ....._... ........ 'Hesse Nota.These calculators are for Toco components on y.Jse of any
other corm coven's cads these calcutenons end he,;sting eine assembly.
Least Rad.of Gyration 0,42"(11 mm)
Assembly Detail
LIR Value 200
TOLCO FJG.984
Max Horizontal Load 1310 lbs(594 kg) UNIVERSAL-SWAY BRACE
ATTACHMENT
Force Factor(Cp) 0.5 STEEL PIPE Si
LATERAL BRACEof
Fastener Information
Fastener Orientation NEPA Type 6
Maximum Load 550 lbs(249 kg) l `
Diameter 5/8M FAST
fIG. idol-
-
FAST CLAMP
Length 5-1/2w..
Type Lag-Screw
Brace Identification on Plans ate-al Steal P pe
Orientation of Brace Lateral
Braced Pipe:4"Sch.10 Steel Pipe Load Information
Size and Type of Pipe Total Length Total Calculated Load
4"Sch.10 Steel Pipe(101.6 rim) 406{12.2 m) 236 lbs(127 kg)
2
Sch.40 Steel Pipe(50.8 mm) 186(5.5 m) 46 lbs(21 kg)
I.5'Sch.40 Steel Pipe(35.1 mm)rim) o ROF4, 50ft(i5.2 m) 90 lbs(41 kg)
25'Sch.40 Steel Pipe(31.75 Qy sasoPE 306(9.1 rr) 44 lbs{20 kg)
1"Sch_40 Steel Pipe(25.4 mm) S 50ft(15.2 m) 51 lbs(23 kg)
(MOON
blr‘
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)
Rol-Brace version n
Tol-Brace Seismic Calculations
DELTA FIRE
Project Address: BURNHAM ASH A?TS 14795 SW 72ND AVE �r
PORTLAND OR 97224 Mil B`Line eTOI.CO
12850&:2790 SW Ash AVE 503 620 4020
Tigard OR 97223
Job*15-5431 Calculations based on 2513 NFPA Pamphlet#13
Brace Information Tolco Brace Components
Maximum Spacing 40'Or(12,19 rr) Tolco Component Fig.Number Adjusted Load
Maximum Brace Length 7 C"(Z.13 m) Fr-ig.4 Clamp 197 bs(89 kg)
Bracing Material 1` Seh.40 Fig.St0 Uriversal Swive: 1382 lbs(627 kg)
Angle from Vertical 30°Min, 'Calcu:slon Sasea on CCNCEN RIC Loading
_.-.. .._._....._.._ .P.ease Note:These caIc lat(ors are for To ca components on y Use of any
other oo-noonens voids these calculation and the'sting ar the essemb+
Least Rad,of Gyration 042"(11 rim)
Assembly Detail
LIR Value 200
Max Horizontal Load 926lbs(420 i4_..__.. UNIV€RSAL SWAY BRACE N
-- - A1IACHMLN7 TYN
Gil
Force Factor(Cpl 0.5 hlkh Piet-
LATERAL BRACE ,
Fastener Information
Fastener Orientation NFPA T°yPe D TOLCO FIG.4A--.
Plat tiAhlP POP -
t SWAY BRACIF4G . /`
Maximum Load 315 lbs(143 kg)
Diameter 112i-t
ir••
Length 4-1/2in.
Type Lag-Screw
Brace identification on Plans ATERAL-2 cPvc
Orientation of Brace a:e el
Braced Pipe:2.5"CPVC Load Information
Size and Type of Pipe Total Length Total Calculated Load ll
2.5'Cr-VC(63.5 mm) 40ft(12.2 1n) 65 lbs(29 kc)
2"CPVC(50.5 mm) 25ft 17.6 m) 28 lbs(13 kg)
.5'CPVC(36.1 mm) <00 % 50ft(.15.2 m} 35 lbs(16 kg)
1.25'CPUC(31.75 ram) `L1 saxes 40ft(12.2 rr) 22 lbs(10 kg)
"CPVC(25.4 mm) 20ft(6.1 m) i lbs(3 kg)
V7.I'13
`QTc.
Dpiros: 6//b
Percentage added for Fi sings and Sprinklers 15% 23 lbs(10.43 kg)
Total Adjusted Load of all pipe within Zone of Influence iso lbs(82 kg)
fiat-Brace Version 71
t