20100106 Permit Pkg TI's 09022010City of Yelm
Community Development Department
Building Division
Phone: (360) 458-8407
Fax: (360) 458-3144
Permit No.: 20~ 00~ Os
Issue Date: 9/02/2010
(Work must be completed within 180 days)
Applicant:
Name: YELM MEDICAL OFFICE BLDG, LLC
Address: 201 TAHOMA BLVD
YELM WA 98597
Property Information:
site Address: 201 TAHOMA BLVD SE
Phone:
Owner: YELM MEDICAL OFFICE
BLDG, LLC
Assessor Parcel No.: 21724130602 Subdivision:
Contractor Information:
Name: ALDRICH & ASSOCIATES
Address:
810 240TH STREET SE
BOTHELL WA 98021
Contractor License No.: ALDRIA*202RU Expires: 2/09!2011
Project Information:
Project: COMMERCIAL REMODEL
Description of Work: 17456 SF PROVIDENCE IMAGING & PAC LAB YELM FAMILY MEDICINE TI
Sq. Ft. per floor: First 17456 Heat Type (Electric, Gas, Other): COMBO-SEE NOTES
Second
Third
Garage
Basement
Fees:
Item
MECHANICAL
Contractor
Applicant's Affidavit:
I certify that I have read and examined the information contained within the application and know the same
to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of
Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants,
easements and restrictions of record. If applying as a contractor, I further certify that I am currently
regis State o shing~ /~
Sianatur ~! Date / ~ n
Lot:
Phone: 425-483-1313
Fees
$ 295.50
of Prints:
Inspection:
Date:
FirmFirm ~i~U~/~~hs ~-~.
;
~1Cd ~i ~~ii~
- ,,
j',i;;~' L3~~s~'_i+;`_~-;~ 1~l~il~_~'`.ryhi i`~i :1,n C:r'I
...'~LR.= =._ij iC11'tl'I~ li i~
~'E~N: 44?4
~ L. ~tt.ll L.:,' ~ ~i..1 ~ Vi.~ ~ is
I [ .,~__.
tL ~'. ~.~ n __..._.. ....._~.-it'.~.....
CITY OF YELM
COMMERCIAL BUILDING PERMIT APPLICATION FORM
Project Address: dOI 7A~,Zlr,n /31v~ Parcel#: f~o~.`~/30~i~'7
Zoning; Current Use: Proposed Use:
New Construction i Re-Model / Re-Roof /Tenant Improvement
Plumbing pl' Mechanical ~ Fire Prevent/Suppress/Alarm ^ Other
Project Description/Scope of
Project Valuer 7 d ooo. o0
Building Area (sq. ft)
Building Height
Parking Garage 151 Floor 2"d Floor 3`d Floor
Are there any environmentally sensitive areas located on the parcel? _
completed environmental checklist must accompany permit application.
If yes, a
BUILDING 01NNERlTENANT NAME: ~ ~i~
ADDRESS~~/O l~ri~~,es S~ 1./ EMAIL
CITY %uMwc,,~i... STATE~~_ZIP TELEPHONE
ARCHITECT/ENGINEER LICENSE #
ADDRESS EMAIL
CITY STATE ZIP TELEPHONE
GENERAL CONTRACTOR TELEPHONE
ADDRESS EMAIL
CITY STATE ZIP FAX
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
PLUMBING CONTRACTOR TELEPHONE
ADDRESS EMAIL
CITY STATE ZIP FAX
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
MECHANICAL CONTRACTOR „~,,,,,.t"G~ />'i~,~ ,o,G,T'ELEPHONE oT~,6 ->~s-~7~y,t' ay7
ADDRESS Z~Z S, f;P~~Q~_ S~ EMAIL~~~,:,,~„ ~ ,E rGLn ~i~v~, co~~
CITY $ e~ ,;//~ S ATE~ZIP qg/h g FAX
CONTRACTOR'S LICENSE #,~"'4~°~,~-,,? ~5~;~4d EXP DATEI.~ aCITY LICE(*~SE # ~
Copy of City Mitigation documentation (TFC).
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the
above described property will be in accordance with the laws, rules and regulations of the State of Washington and the
City of Yelm.
Applicant's Signature Date
Owner /Contractor /Owner's Agent /Contractor's Agent /Tenant (Please circle one.)
All permits are non-transferable and will expire if work authorized by such permit is not begun
within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days
~~~~ v
105 Yelm Avenue
PO Box 479
Yelm, WA 98597
AUG 1 6 2010
(360J 45~f-:ftf:f5
(360) 458-3144 FAX
www.ci.yelm.wa.us
gY: - ---- ------------
Project Info Project Address aol xahoma Blvd. Palm, wA 98597 Date 8/16/2010
For Building Dept. Use
Applicant Name: EverQrwaa Aefrigaration - Daimiaa Hiagham
Applicant Address: 7a7 s. 1Canyon St. Seattle, wA 99109
Applicant Phone: aoe-7s3-l~aaxaa7
Project Description
Briefly describe mechanical
system type and features.
Includes Plans
2 Split System A/C Units, 27 VAV Boxes
AiJ ; i 6 2010
B Y: --------------------
must contain notes requireing compliance with commissioning requirements -Section 1416
QQ Simple System t~ Complex System t~ Systems Analysis
Compliance Option (See Decision Flowchart (over) far qualifications. Use separate MECH-SUM for simple & complex systems.)
Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the
plans. For projects without plans, fill in the required information below.
Coolin E ui ment Schedule
Equip.
ID
Brand Name'
Model No.' Capacity2
Btu/h
Total CFM OSA CFM
or Econo? SEER
or EER
IpL~
Location
AH-1 Mitsubishi er[77r-AaaNA 22000 800 500 16.00 Roof/wall
AR-a Mitsubishi ~-AaaNA 22000 800 500 16.00 Roof/wall
Heatin E ui ment Schedule
Equip.
ID
Brand Name'
Model No.' Capacity2
Btu/h
Total CFM OSA cfm
or Econo?
Input Btuh
Output Btuh ;
Efficienc °
VAV-1.3
1.a7 Pric• Fncsaooe-solo 3-15kw/h 300-1900 150-500 3-15kw/h 3-15kw/h 1
Fan E ui ment Schedule
Equip.
ID
Brand Name'
Model No.'
CFM
Sp'
HP/BHP
Flow Controls
Location of Service
VAV1.3-
.5, .6,
.1s,
.ao,
VAV2.a
Price
PDCS-2008
500
0.40
0.13
vs
YAY1.11
.a5
-
Price
FDC5-2006
300
0.40
0.13
vs
.9,
.la,
.13,
.15,
Price
FDC5-3010
1000
0.40
0.25
V9
VAVl.la
.1a
PriCe
FDC5-2010
1100
0.40
0.50
vs
2006 Washington State Nonresidential Enerav Code Comoliance Form
~ ..
VAV1.19 Price FDC5-4012 1000 0.40 0.50 V3
VAV1.23
VAVl.l, Prices FnCS-5014 1900 0.40 0,7$ V9
VAV2.1
~If available. x As tested according to Table 14-1A through 14-1 G. a If required. ° COP, HSPF, Combustion Efficiency, or AFUE, as
applicable. a Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS).
2006 Washington State Nonresidential Energy Code Compliance Form
2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007
Project Address 2oi xan®a Blvd. Yelm, wA 98597 Date g/16/2010
The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the
Washington State Nonresidential Energy Code.
Applicability
(yes, no, n.a.) Code
Section
Component
Information Required Location
on Plans Building Department
Notes
HVAC REGIUIREMENTS Sections 1401-1424
1411 Equipment performance
yes 1411.4 Pkg. elec. htg.& cig. List heat pumps on schedule
yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency
• a • 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss
1412 HVAC controls
yes 1412.1 Temperature zones Indicate locations on plans
yes 1412.2 Deadband control Indicate 5 degree deadband minimum ~ r~
•a• 1412.3 Humidity control Indicatehumidistat
yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 dill. day types ~t ~ ; ~ ~
• a • 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage
•g• 1412.4.2 Optimum Start Indicate optimum start controls •~I,~S
Ye6 1412.5 Heat pump control Indicate microprocessor on thermostat schedule ,
• a • 1412.6 Combustion htg. Indicate modulating or staged control ~=
yea 1412.7 Balancing Indicate balancing features on plans
1412.8 Ventilation Control Indicate demand control ventilation for high-occupancy areas
• a • 1422 Thermostat interlock Indicate thermostat interlock on plans
yea 1423 Economizers Equipment schedule
1413 Air economizers
yes 1413.1 Air Econo Operation Indicate 100% capability on schedule /
• a • 1413.1 W tr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb
• s • 1413.2 Water Econo Doc Indicate clg load & water sconce 8 clg tower performance
• e • 1413.3 Integrated operation Indicate capability for partial coding
• a • 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer
1414 Ducting systems
yes 1414.1 Duct sealing Indicate sealing necessary
yea 1414.2 Duct insulation Indicate R-value of insulation on duct
yea 1415.1 Piping insulation Indicate R-value of insulation on piping
1416 Completion Requirements
yes 1416.2.1 Commissioning Provide commissioning plan
• a • 1416.2.2-3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing
yes 1416.2.4 Commissioning Indicate O8M manuals, record drawings, staff training
yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report
• a • 1434 Separate air sys. Indicate separate systems on plans
Mechanical
Summary Form i Completed and attached. Equipment schedule with types,
npuUoutput, efficiency, cfm, hp, economizer
ectlons
1440 Service water htg.
• a- 1441 Elec. water heater I ndicate R-10 insulation under tank
•$ • 1442 Shut-off contrds I ndicate automatic shut-off
• a • 1443 Pipe Insulation I ndicate R-value of insulation on piping
• a • 1452 Heat Pump COP I ndicate minimum COP of 4.0
•a• 1452 Heater Efficiency I ndicate pool heater efficiency
• a • 1453 P od heater controls I ndicate switch and 65 degree control
• a • 1454 P ool covers I ndicate vapor retardant cover
• a • 1454 P ools 90+ degrees I ndicate R-12 pool cover
Nonresidential Enerqv Code Compliance Form
r
System Description If Heating/Cooling ^ Constant vol? ^ qir cooled? ^ Packaged sys? ^ <20,000 Btuh?
See Section 1421 for full description
of Sim
le S
t
lifi
i or Cooling Only: ^ Split system? ^ Economizer included?
p
ys
em qua
cat
ons. If Heatin Onl °
9 Y 0 <5000 cfm? ^ <70 /° outside air?
Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the
Complex System or Systems Analysis Options must be used.
START
~ Heating~Cooling Air Cooled,
System Type or Cooling Only Constant Vol? No
Reference
Heating Only Section 1421 Ye
<5000 Ingle plit Syste
cfm~ Yes Package N <=84,000
Yes Unit? Btuh?
No Yes
<70%OSA}Yes-~ ~i~t~o°~~fVo-~ <20,000~--IVo~ ~~;~or
Reference
Section 1423
or 10`
Simple System Yes
Allowed
(section 1420)
Use Complex
Systems
(section 1430)
Com lex $ stems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which
p y Complex Systems requirements are applicable to this project.
THlS PAGE INTENTIONALLY LEFT BLANK
7.20 Seismic Restraint Manuel • Third Edition
Duct
Vertlcal Diagonal
~ Braces Aogle
Horizoohl
Rod
Counection
Max
Max.
Size
W'xDt Hangen
Angles Pi
pS
= Bncea Ao les ~
g Size .
Len th
g Type to
S W'G
FN
(In.) (la.) (Cable
ize) flu.) (In.) (in.) tructural
Memben~ (Ib)
(io)
L3x3x16ga
30x30 L2.Sx2.5x16ga L2.Sx2.5xl2ga '/z 25 A 17
(A)
~ L3x3x16ga
42x42 L2.Sx2.5x16ga I2x2x~i )4 2S A 29
~ (A) ~
54x54 L4x4xl6ga '4ga
L4x( L2x2xY f<t 25 B 46
B ~
60x60 L4x4xl4ge L4x(
4ga L2x2xY. 3E 31 ~',
C 54
B)
84x84
L4x4xl4ge L4x4x14ga
L2.Sx2.5x'/.
~
38
C
ID3
(U)
96x96
L4x4xl4ga L3x3x12ga
LSx3x~ ',
r~
44
E !
124
(E)
54x28
L2.Sx2.5xl6ga L3x3x16ga
L2x2xyi
Yz
25 --
A
34
(A) - - - -
r
L3x;x16ga , --
60x30
L2.Sx2.5x16ga
L2x2xY. ~ 25 C 39
(B)
Lbx4x14ga
84x42 L4x4x14ge
' L2.Sx2.5xYi 36 31 C 74
(L
)
96x48
L4x4xl4ge L4x4x14ga
L3x3x%i
tYi _
38 -- -
C --
97
ID)
108x54
L4x4xl4ge L3x3x12ga ~
L3x3x/.
~+
38
C '
1l0
~)
L3x3x12ga
]20x60 L4x4xl4ga LSx3x3G ~i 38 E 127
fE)
Table 8-2 Side Bracing for Rectangular Ducts with Rod Hangers, SHL D
NOTES
1. 'The ducts' maximum dimensions will govern what bracing is required. Example: A 72 x 30 in. duct will be
braced like an 84 x 42 in. duct.
2. Rovide transverse bracing at 30 ti and longitudinal bracing at 60 ft. See Table 3-2 for cable size.
3. See Table 9•L for "Connection Type" to structural supporting members.
4. Maximum weigh[ of duct m combinations of ducts is per linear foot. For ducts weighing more than the maxi-
mum weigh[ per foot, use the next higher duct size.
8.4
~ y
Salsmlc Restraint Manual • Third Editlon
,VOTES:
I. The ducts' maximum dimensions will govern what bracittg is requited. Example; An 1800 x 750 mm duct
will be braced like a 2100 x 1000 tom duct.
2. Provide transverse bracing az 9.1 m end longitudinal bracing x[18.2 m See Table 3-2 for cable size.
3. Sce Table 9-i for "Connection Type" to structural supporting members.
4. Maximum weight of duct or combinations of duets is per linear meter. For data weighing more than the maxi-
mum weight per meter, use the next higher duct size.
s Selamie Rsatralnt Manual • Third Editlon
8.5
DuM
51ze
Vertical
Hangers Diagonal
I Hru~
Angle Pipe I
Horizontal
I Lopgitudioal
~ Hraca Aa le
i Boh
Connection
Max.
W
WxDI Angles j (Cable '. Braces Angles
~ (Cable Size)2 Sjze Type to
5trpctural ~
~' Ft
(in,l (iB.) 5~)2 (ipJ (V•) (In.) Members3 pb)
(in.)
30x30 L4xax14ga L4x4xL4ga L2x2x16
Bg 2 ~` A e
p s
~
A
17
_(A) lA)
42x42
L4x4xl4ga L4x4xl a
~
L2x2xl6ga
P)pe
I 2 (x
aib
B
(H)
~ A 2q
54x54 i
L4x4xl4ga L4x4x14
~
L2x2xl6ga
2 Fx Pi
Pe
~
~ H
46
(B) (B) I
60x60 L4x4xl4ga L4x4xl2ga L2x2xl
~ 2)4 Pipe-
36
C
~B) (B) 54
84x84 L4x4x12ga L4z
2ga L2.Sx2.5x16ga 2S4 Pipe ~ C
(C)
(D) 103
96x96
L4x4xl2ga L4x4x12ga
L2.Sx2.5xl6ge 2I¢ p;pe
36
D
i 129
(D) ~ (~
54x28 L4x4xl4ga L4x4xl4ga 17,~xlbga -~
~ ~ rtPe ~ s~ I B ~ 34
~ (A)
~ (A)
60x30 L4x4xl4ga 1~q
x4xl4ga L2x2x16
P
a 2 ~i Pi
~
~
B I
j
~
- -~- IH) , (B) 39
84x42 I
L3x3xl2ga L4x4xI2ga
L2.Sx2.5xl6ga 2'/z Pi
~
~
C
74
(B) (C)
96x48 L3x3x12
ga L4x4x12ga
L2.Sx2.5xl6ga 2r/z pipe
s/s
C
97
(C) (D)
108x54 L4xdx12ga 1~
2 ~C L3x3x16ga 2)4 Pipe ~ C I IO
_ )
_ (D)
120x60 x4L4 x128a 2 ~
;pe L4x4xl6ga 2 Yz Pipe ~ D 12l
~_~. C (E)
V(JTES
. .............aa,,..ry . v. nwmnyumr uucts, anL U, L=70 1't
I. The ducts' maximum dimensions will govem what bracing is required. Example: A 72 x 30 in. dUCt will be
braced like an 84 x 42 in. duct.
2. Provide uaasverse bracing at 30 ft and longitudinal bracing at 60 ft. See Table 3-2 for cable size.
3. See Table 9-t for "Canoeclion Type" to structural supporting members,
4. Maximum weight of duct or combinations of ducts is per lintmr foot For ducts weighing more than the tltaxi-
mum weight per Caot, use the next higher duct size.
9.8
Seismic Reatralrtt Manual • ThIM Edition
Duel Sbe Verrkal Hagen I Diagopu Been
t Horkopnl 1.•ngitudiul
I
B
Conaettb
Mas
wxDt
(mm) Aagln
Im °~ Pipe
~ '
(Cable Strgt Braces
A~ Bntn Apgk
(Cabk S@e11 olt i
i
56e p
iype to .
N't. Pn
M
't
m) Imm) (mm) (~) Imm) Structural
Members' ner
(~
730x750
101.6xI01.bx2.0 101.6x101.6x2.0
50,8x50.8x1
61
h3.0 Pipe
'
IA)
I . I
(AI ' 9.5 A 25.3
1000x1000 101.6x101.6x2.0 lULhxl01 6x1.0
SO.Bx50.Bx1.61 63.0 Pipe ~
fB)
(A) 9.5 B 932
1300x1300 101.6x101.6x2.0 101.6xI01.WQ.0
SO.8x50
8z1
61 63.0 Pipc T
i
~
_ (B) .
.
B) q2
I 6
ISODxt500 101.6x101.6oQ.0 101.6xI0L6x2.73
30.Bx30
8x1
61 63.0 Pipe '
~
(BI .
-
~
(B) 9.5 C 80.5
2100x2100 101.6x101.6x2.73 IOL6x101.6x1.75
63.Sr~3
3x1
b1 -
hJ O Pie -
(q .
.
lpl 9.5 C IS3.6
24ppx2400 101.6xI0L6x2$ 101.6zlOL.bx2.73 I
6JSxb3.Sxl
bl 63,0 Pipe
'
ID) . I
(FI 93
~ D 192.4
1300x700
101,6x101.6x2.0
101.6x101.hx2.0
50.8x30
tlx1
61
63.O Rpr _ L
fAJ .
.
~ (A) ~
~
~ 95 B 30.7
1500x750 ' IOLbx101.6z2.0 101.6zI01,bx2.0 SO
Bx50.8x1
b1 ~ 63.OP
~
~~
(BI .
.
j
(B) 9.3 B 582
IIOOz1000
762x762x2.73 I01.6x101.6x2.75~
63.Sx63
3x1
61
63.0 Pipe ~
i
-- ~) .
.
(C1
9.5 C 110.4
NOOx1200 76.2x762x2.7t 101.6x10L6x2.73 '.
b).Sx63
cx1
61 61.0 Pipc
ICI .
.
~ (Dl 9.3 i C L44.7
270021300 101.6x101.6x2.73 63.0 Pi
am
76
2x76
2x1
61 ~ ~
63A Pi
(C) .
.
.
' I
(p) 9,3 C 161.0
3000x)500 ~ 101.6x 101.6x2.75 63.0 Pipe
7 gy
01
6x 101
6x1
61 6].O Pipe r -
ICI
Ts,tits o wu n__.__ ..___._ _ .
.
. I
~ 95 p
18(1.4
_
,VOTE'S:
-- ------- -•-•-•••a ••• •.~x•wnyutmr vuGlSt JAL Ur L=3.0 m
1. The duMS' maximum dimensions will govern what bracing is required. Example: An 1800 x 750 rtmt duct
will be braced like a 2100 x 1000 tom duct.
2. Provide transverse bracing at 9.] m and longitudinal bracing at 18.2 m. See Table 3-2 fur cable size.
3. See Table 9-l for "CoOneCtion Type' to structural supporting members.
4. Maximum weight of duct or combinations of ducts is per linear meter. For ducts weighing more than the maxi-
mum weight per meter, use the next higher duct size.
Seismic Restraint Manual • Third Edhlon
8.9
THIS PAGE lNTENTIDNALLY LEFT BLANK E ~
~~
8.20 Seismic Rsstralnt Manual • Third Edltlon ~~~~i
' DETAILS OF CONNECTIONS
TO STRUCTURAL MEMBERS
,r
G ~ ~ ~ - ---_- - _ __..-_.-_- __
~ ___--___.-_ -- -
CONCRETE ®
0.T. VT. OR °
v EXPANSION ANCHOR ~ 2 SIMILAR
-
HARDROCK) v SEE SCHEDULE ~ •
v
Y v ANGLE (LlH). SEE SCHEDULE ~ DOUBLE ANGLES
T
PE
A
B
in nn
1-3/8" 34.9
1-3/4" a4
5
FOR SIZE. BENU VERTICAL
LEG AS REO'D FOR DIAGONAL
BRACE.
-
~ _
. ~ ~
t/2" NP 1/4 ~TYP,
.
MACHINE BOLT
SEE SCHEDULE
t-1/2"
MACHINE BOLT SEE - - ~ i
(38,1 nn)
SCHEDULE ITEMS NOi NOTED
.
FLAT WASHE VERTICAL, DIAGONAL, OR ~ ~ SAME AS DETAL 1Q
LONGITUDINAL ANGLE
-~ TYPE A & B ~ TYPE I
v v
I v
v O
v
j
' v v
TYPE In nn ~ ~ ~
~ 4 • ~~. i
a
I C44.5 nn) D 3-3/4" 95.3 ~ .SIMILAR
1_12•
c3a.1 ~-~)
E 4-12" 114.3
("
DOUBLE -
--
ITEMS NOT NOT + ANGLES
I
-
T ED
SAME AS DETAIL
I 2 TYPE C, D, & E ~ t/2'"iYP. I 1/4~~TYP. I
`J
~ v G v
TYPE
n A. ~~qv
MACHINE BOLT SEE~~-J ITEMS NOT NOTED
^~+ANE AS DETAIL Q
v
SIMILA F 7 1/2" 190.5 SCHEDULE
o
B y v ° v G
H 9"
IO-12' 228.6 ~
266.7 ' TYPE I 5
O
_ i 12"
I 2 ~
I DOUBLE ANGLES i 3A~
D
i 1-1/4" TYP,
(31
8 nn)
" ME AS DETNL
OI l
. 1-1/2
:38.1 nom)
ITEMS NOT NOTED
SANE AS DETAIL OI
3 TYPE F, G, & H MACHINE BOLT SEE
I SCHEDULE
~ TYPE I
~ ~
FlGURE 9-1 CONNECTIONS TO CONCRETE - ---- -- - - -
FIGURE 9-1 B CONNECTIONS TO CONCRETE
0.4 Selsmlc Restraint Manual .Third Edltlon $MA i Seismle Re
t
i
s
ra
nt Manual • Thlyd Edition
9.5
I Ma~mom E:paurbo Machlee Spider Machine H°tlow
Core A k
K
Type Load
r AatMn to ~ Bolt End I Sint Bolt at
Pl
nk Supporting Stnctunl
Capacity i CancreteBtir of Bnce
j (ln. x Ib/ Woada ~
~ a
i
Rod Members~r
I /lb) (la.) I (b.) fl) ~~~ (In.) ~ lia.)
.
(In I
A 1040 I yz 'Ye C4x5.4 yg ~ i 3'fex2yzxsifixO ft. 3 in.
~ -
- - LLH
H ~~ 1415 36 }~ C4x5.4 s~ ~ Sx3x~ex0 tt 3 in.
_ ~ LLH
C ISR6 ~ (2)14 14 CSx6.7 >/ ~ (2) 4x3xi4x0 fl, 4 is
'. I ~ LLH
D 2020 ~ (2) 96 )4 C6xR1 Nac° yi (2) Sx3x34x0 fl, 4 in.
~ ' I LLH
E T
2870
(2)tYi _
ai6 r
CRxII.S I t
Note6
Y4 (2) 6x3)4x~xO lt, 4 in.
1 LLH
F i 4600 ~ (4) 3S i '/i ~ 09x13.4 Noa'6 Noteo (2) Sx3x3(ix0 R 10 is
_ LLH
G 7040 (4) ~i riS ~
C 10x15.3 Naleb Noteb (21 Ux3Kx)4x0 ft. 1 t)4 in.
LLH
H 9240 (4)iS I 012x20.7 Nolee' ~. Note 121 Rx4xr/ix]ft. lye in
~ LLH
_ ~-
15,650 (6) ~ I C 12x10 ~~,~.:, ~„teo 121 Bx4xYix2 ft, 2)4 in
LLN
eauev v-~ JNIOerY1C wr typtcat ~eonnecelvn8 iO aLruC[ural ~Upporting
Membersf
NOTES:
I. Maximum load capacity is for general information only and the maximum member force in the bracing rys-
tem used in this manual. A designer may use this force to design a special connection if required.
2. Expansion anchors will be installed per the requuemrnts givrn in the latest 1CC report for the specific anchor.
Also, see the rcquiremrnts and general notes in Chapter 3.
3. Machine bobs into 6x wood members unless shown otherwise on the details.
4. LLH =long leg horizontal.
5. Must be engineered individually.
6. Numbers in parentheses ere the quantity required. (2) si. is two s/i in. diameter anchors.
9.2
SNamle Restraint Manual • Third EdMlon !jM
...~,~
1
i Maaimeem Eapaasioo Muhiae Spender ' Maehiae Hollow
Type [.sad
I
t Anchors m Bolt End Slu Soh at Core Aagle Supporting
Capulty Concretd~e~t of Bnce Woode Plank ~ Structural Members•~ '
(k~
(mm)
Imm) (mm x
kg/m) ~
(mm) Rod
~
~, (mml
(mm)
A 473 12.7 9.5 I CIOOXR 12.7 I 9.S L89x64x9,5x76.2
~
T- LLH
D 643 15.9 9.5 CIOOxR 15.9 9.5 L127x76x9.Sx76.2
LLH
C 721 (2112.7 ( 12.7 CI30x10.4 19.1 9.5 I (2)L102x76x95x102
LLH
D 918 (2115.9 12.7 C150x 12.2 Note° 12.7 (2)[.127x76x9.5x102
' LLH
E 1305 (2)19.1 15.9 0200x17.1 Nola? 12.7 12)LI52XR9x12.7x102
- LLH
F 2091 (4) 15.9 19.1 0230x19.9 Noteb Note6 (2) L127x76x9.Sx254
LLH
G ~ J200 (4)19.4 22.2 C25WQ2.8 Noteo Nae° R)L152xR9x12.7x292
I LLH
H 4200 (4)22.2 25.4 ~ C310~ Notes Notes (2)1203x102x19x343
LLH
I 7113 (6) 19.1 25.4 0310x45 Notes Nottb (2) 1103x102x19x673
T~Lr~ n LLH
•--•- ~ .... w..vuurv wr rypt4;4at l.onn@C[IOf18 i0 SirUCtur81
Supporting Members(
NOTES:
L. Maximum load capacity is for geoaal information only and the maximum member farce in the bracing sys-
tam used in this manual. A designer may use this force to design a special connection if required.
2. Expansion anchors will be installed per the requirements given in the latest 1CC report for the specific anchor.
Also, sex the requirements and general notes in Chapter 3.
3. Machine bolts into I52z wood members uelezs shown otherwise on the details.
4. LLH =long leg horizontal
5. Must be engineered individually.
6. Numbers N parentheses ~e the quantity required, (2) 12.7 is two 12.7 vun diameter anchors.
SNamlo Reatrairrt Manuel • Third Edition
9.3
Diagonal
pact Size Vertleal i
Hangers graces Angle
t Connection Max. Wt.
Balt Size Type to P
Ft°
(in
) to Ies ~
I g P
~ er
Structural
(in.)
~ Remarks
. (io.) (Ib.)
M1iember3
(10') (Cable Ske)= i i
L2.Sx2.5x16ga ~
IS
°~ A '
Single Hanger
33 ~ L2x2x16ga A
~ ~
-~ -- (
l ~~
36 ~
~
L2x2xl6ga i L2.Sx2.5x16gy
i sift A l6 Double Hanger
--
T t
(A)
~
s
48 ~
- -- -
i L2.Sx2.Sx16ga L3x3xl6ga
(A) 21
a/r ', A Double Hanger
F
1.3x3xl6ga
b
D
bl
H
60 L2.Sx2Sxl6ga i5 A 34 anger
ou
e
(A)
~ - ~ ~ ~ -
84 L4x4x14ga L4x4xl4ga '~~
Yz I C 69 ~ Dnuhle Hanger
(C) I i I -
Table 8-6 Bracino For Round Ducts, SHL D
NOTES.•
1. The ducts' maximum dimensions will govem what bracing is required. Example: A 72 x 3U in. duct will he
braced like an R4 x 42 m. duct.
2. Provide transverse bracing at 30 R and longitudinal bracing at 60 ft. See Table 3-2 for cable sin.
3. See Table 9-1 for "Correction Type" to struettual supporting members.
4. Maximum weight of duct a combinations of ducts is per linear foot For ducts weighing more than the maxi-
mum weigh[ per Coot, use the next higher duct size.
Dact
Siz
~ Vertical
N Diagonal Braces
gngle
Bolt
Connection
~I Max.
W
e aagen Angles ~ ~ Size i Type to t. Per
(mm) ~ (mm
) (mm)
Cn+m) Structural
3 ~ Meters
~ Remarks
(Cable Size)z ~ ~ Merober (kS)
R50 i 50.8xS0.Rx1.61 63.Sx63.5x1.61
9
5 i
A
f- ----
~- (A)- ~ .
- 20.9
~ Single Hanger
900 50.8x50.8x1.61 63.Sx63.5xi.61 ~
9
9
A -- ----
- t- ~ - (A) . 23.9 Double Hanger
1200
63.Sx63.5x1.61 j 76.2x76.2x1.61
~
9
5 ~
A i
' ---
(A) .
I 3L3 Double Hanger
1500 ~ 63.Sx
63.5x1.61 76.2x76.2x1.61
i
9
5 ~
A ~ I ~ -----
IA) . 5(1.7 i Double Hanger
2100 ~ I01.6x101.6x2.0 ID1.6x101.6x2.0
12
7 i
(C) i . C ~ 102.9 i Double Hanger
Table 8-6M Bracing For Round Ducts, SHL D
Nnres:
I. The ducts' maximum dimensions will govern what bracing is required. Example: a 1300 mm duct will be
braced like a 1500 mm duct. IF exact size is not listed. use next larger size.
2. Provide transverse bracing at 9.1 m and longitudinal bracing at 18.2 m. See Table 3-2 for cable size.
C) 3. See Table 9-1 for "Connection Type" to structural supporting members.
! 4. Maximum weight of duct or combinations oFducts is per linear meta. For ducts weighing more than the maxi-
mum weight per meter, use the nett higher duct size.
~)
g,1p Seiamle Restraint Manual • Third EdRlon t ~ :53 Seismic Restraint Manual • Third Edftlon
I =pF.'." g.13
Deca Verlkel Traaaveru
Born Angle
Hor)zonhl Longltudlnal
Bolt Cooaedbn
Maz
She
WzDI Hangers
Aegln Plpe 2
bl
C
Sh 8recee Aeglea Braces Angle
(Cable She)t Size T to
YPe
Structural Wa. Fag
lie.)
OnJ (
a
e
e] In.)
(
bed ]
lie.
Membed (Ib)
(In.I
30x30
12.Sx2.5x16ge I L2.Sx2.5x16gs
L2x2x 16ge L3x3xl6ga
i6
A
17
42x42
12.5x2.5xlbga L2.Sx2.5xlbga
I?x2xl6ga 13x3x16ge
yi I
A
29
~
(Al (A) .
54x54 L4x4xl6ga L4x4xl6ga 12x2x16ga L4x4x14ga ~ 8 ~
U1 IB1
~
60x60 L4x4x14gs i L4x4x14ga 12x2x16ge ]Axdxl4ga ~ C ~
(B) (BI
89x84 ~
L4x4x14ga L4x4x14ga
~ L2.Sx2.5x16ga L4x4xl4ga
96
C
103
(C) IDI
L4x4x 12ga L3x3x12ga
96x96 L4x4xl4ge L2.Sx2.5xl6ga 36 ~ D ~ 129
(C] IEI ,
54x28 12.Sx2.5xlbga I1.Sx2.3xi6ga L2x2x16
~ L3x3x16ga
~
A
34
(A) ~ (AI
60x30 '~~
L2.Sx2.5x16ga L3x3x16ga
I
L2x2xlbge L3x3xl6ga
~
B
39
I (A)
I (Bl
84x42
L4x4x14ga L4x4x14ge
~
L2.Sx2.3xl6ga ~ IAx4xl4ga i
$ ~
C
74
B) (C)
96x48 i
LAx4xl4ga L4x4x12ge ~
L2.S1Q.Sxl6ga Ldx4xl4ga
~
~
C
97
IB] (D) i
108x54
L4x4x14ga Ldx4x12ga
L3x3xl6gn L3x3x12ga j
$ i li
C
110
(B) (D] ~
120x60
L4x4x14ga ' L4xaxl2ge ~
L4x4x 16ga L3fC3xl2g ~
lYe ~
D
121
ICI ~)
Y'OTES:
raa2le ow venter orating rOr MBCLangUlBf Ul1CI8,,FIL D, L=7 Tt
1. The ducts' maximum dimensions will govern what bracing is required. Example: A 72 x 30 in. duct will be
breced like an 84 x 42 in. duct.
2. Pmvide transverse bracing at 30 ft and longitudinal booing at 60 ft. See Table 3-2 for cable siu.
3. See Table 9-1 for "Connection Type" to strucNrel supporting members.
4. Maximum weight of duct or combinations of ducts is per linear fool For ducts weighing more then the maxi-
mum weight per foot, use the next higher duct size.
B.6
Selamlc Restrelm Manual • Third Edltlon ~M dl
`y+'~ .
~ai I i~
Tnnaverse '
Duct SFu
VMlnl Baeaers
Bram Aeale
8orizmnl LoagBntliaal
Bob Conaeanan Nos.
HkDI Angles Pipe Brach Aagb I Brim AarJe Shr Type w w't. Par
I (Cable Sialr (Cable Slab Sfrunurd ~ Menr•
(mml Imm)
(mml ~ 18t)
63.Sx63.5x1.b1 76.Zx76.2x1.fi1
750x730 63.Sx67.5x1.61 SO.BxSp.ex161 9.5 A 25
5
__.-_ J _ IAI
_ _ _ lAl ,
i b3.3x63.yx1.61 762x76.2x1.61
IOOOx 1000 63.SxbS3xl.61 50.8xS0.8x1.61 ~ 9S A 43
2
(A1 1A) .
~ ]01.6x101.6xL61 ~ i 101.6x101.6x2.0 -
1300x13(q 101.6x101.6x1.61 50.8x30.8x1.61 ~ 93 B i 68.6
IAI Iel
I ]01.6x1OL6x2.0 101.6x IOL6x20
1500x1500 101.6x10L6x1.b1 ~ SO.SxS0.8x1.6I 9.3 C BO
S
IB) (BI .
101.6x101.6xZ.0 101.6xI0I.6x2.0
2100x21(q 101.6x10L6x1.b1 63.Sx633x1.61 9.3 C 153.6
ICI fDl
~ 101.6xI0L6x2.75 ~ 76
2x76
2x2
73
2400x2 L6x1.61 I 673x63.5x1.61 .
.
. 9.5 D 192
4
(CI (EI .
63. Sx63.5x l .61 76.bc76.2x l
61
1300x700 '. 633x633x1.61 i SO.Bx50.8x1.61 .
~ 9.S A 50
7
IAI (AI .
761X76.2x161 ~ ~ 76.606.2x1.61
1300x150 63.Sx63.3x1.61 y0.8x50.8x1.61 9S B 58
2
IA) (BI .
I O I .dx I O 1.6x2,0 101.fix I01.6x2.D
2100x1000 101.6xI01.6x1.61 63.Sx63.Sx1.61 9.3 C 110
4
IeI (C) .
101.6x 101 6x2.73 101.bx101
6x2 0
2400x1200 101.6x101.6x1.61 63.Sx63.5x1.61 . 93 C I IM
7
(8) (DI i .
101.6x101.6x2.73 ~ 76.2x76
2x2
75
2700x1300 IOl.bxl01.6x1.61 76.2x76.2x161 .
. 93 C 164
0
IB1 T-__~ IDI .
3000x1300
101.6xI0Lbxl
bl 101 fix101.b~Q.75 - -
101
6xI01
bx1
61 6 76.2x2.73 ~
9
5
D ~
1
0
. (CI .
.
. ~] . 8
mule ovm ~eanrer aracing ror rtec[angular uuc>ie, ,ML D, L=2.7 m
NOTF,S
1. The ducts' maximum dimrnsions will govern what bracing is required. F~remple: An 1800 x 730 mm duct
will be braced like a 2100 x 1000 mm duct.
2. Provide transverse bracing at 9.1 m and longitudinal brecing et 18.2 m. See Table 3-2 for cable size.
3. See Table 9-1 far "Connection Type" to structure] supporting membt:rs.
4. Maximum weight of duct m combinations of ducts is per linear meter. For ducts weighing more than the maxi-
mum weight per meter, use the next higher duff size.
:`r Seiamle Reatraint Manual • Third EdNhxi
8.7
Doer Sue
Vertical
er
H Diagonal
graces Angle ~
~ Horizontal
Bolt Size
Connection ~
Type to
Max. Wt.
a
t
W xD ang pipe I Braces Angles I Structu rol Et
(In.) Angles i (Cable Slze)z
pn•) (in.)
Members3 I
(Ib)
(ln.) (in.)
30x30
i L2x2xl6ga L2.Sx2.5x16ga ~ L2x2x16 a
8 s/i A 17
(A)
- }- ~- -
42x42
L2x2xl6ga L3x3xl6ga
L2x2xl6ga
36
A
29
(A)
l6
L
2 L4x4x14ga
L2x2xl6ga
s/e
i B
46
54x54 x
ga
2x (H) tl ,
60x60 1
L2x2xl6ga L4x4x14ga
L2x2xl6ga
I
1/e I
B ~
~ ~) ~
I - I
-
84x84
I L2x2xl6ga 2 34 Pipe
L2.Sx2.5x16ga
'fz t
' C
103
~ (D) ~ -
96x96 L2x2xl6ga I _
2 ~
~ L2.Sx2.5x16ga s/e C 129
E r I
i -
54x28 L2x2xl6ga L2.Sx2.5xl6ga '
L2x2xl6ga I ~
a4 A 34
(A) ~--
Sx2.Sx16go
L2 * '
60x30 ~~ L2x2xl6ga . L2x2xl6ga s/e A 39
(B) ~
84x42
L2x2xl6ga L4x4x14ga
L2.Sx2.5xl6ga
~
C
74
(CI ~
~ -
96x48 L2x2xl6ga ~ L4x4xl4ga i
L2.Sx2.5xl6ga 14 C 97
(D) ~
108x54
L2x2xl6ga L4x4xl2ga
i
L3x3xl6ga I
~/z
C
110
~ (D) ~ - i- -
-
120x60 - - -
L2x2xl6ga Lox 4~ L4x4x15ga %z i C 121
(E)
Table B-1 Side Bracing For tieCiangwar uuc[s, .71'1L u, L=C tt o ul. tmlu.J
NOTES:
I. The ducts' maximum dimensions will govern what bractng is required. Example: A 72 x 30 in. duct will be
braced like an R4 x 42 in. duct.
2. Provide transverse bmcing at 30 ft aztd longitudinal bracing at 60 ft. See Table 3-2 for cable size.
3. See Table 9-I for "Connection Type" to structural supporting members.
4. Maximum weight of duct or combinations of ducts is per linear foot. For ducts weighing more than the maxi-
mum weight per foot, use the next higher duct size.
' I
~,) ~ ~
Dact Size ~i
t Vertical ~ Diagonal Hnces
Angle Pi
e ~
Horizontal i
Bolt
Conaeetioa Max.
Wt.
WxD Hangers Angles p
~ z
(Ca
~e) i Braces An les
g Size Type to I
(mm) (mm) ~
(mm
) i (
mm) ~ (mm) , Structuro3
Members Meters
~
(kg)
750x750 ~ SO.BxS0.8xl.bl ~ 63.Sx63.5x1.61
SO.Bx50
8xJ
61 ,
9
5
A
(A) .
. .
I 25.3
1000x1000 '
S0.8xS0.Rx1.61
.)x1,51~
~ 761x(6
-O.Bx50
8xL61
9
5 ~
A ~ _
i A . . 43.2
1300x1300 SO.8x50.8x1.61 101.6x]OL6x2.0
50.8xS0
8x1
61
I 9
5
B -
i (B) .
. .
I i 68.6
ISOOx1500
SO.Hx50.tlx1.6] ~
101.6x 101.6x2.0
S0.8xS0.8x1.61 {~
' 9.5 --
g
R0
5
(H1 I .
2100x21D0
SO.8x50.8x1.61 ~
63.5 Pipe -i -
63.Sx63
5x1
61 ~~
12
7 -
C
(D) .
. i
. 153.6
2406
2400 ~ ~ 635 Pipe
x SO.Hx50.8z1 (E) _ - +-x63.5xL61 ; 15.9 i
- C 192.4
1300x700 ~ SO.8x50.8x1.61 63.Sx63.5xL6I SO.Hx50
8x1
61 ~ 9
5 A j
(A) .
.
L- . 50.7
1500x750 S0.8xS0.8x1.51 63.Sx63.5xL61
,
~
SO.Rx50
8x1
61 y
I
~ 9
5
A i
(B) .
. . i 58.2
2100x1000 j SO.Rx50.8x1.61 ~ IOLfix101.6x2.0
63
Sx63
5x1
61
12
7
(C) .
.
. . C 110.4
2400x1200 SDHx50.8x1.61 '"'"6x101.6x2.0
63.Sx63.5x1
61
12
7
C I
144
(D) . .
i .7
2700x1300 ~ SO.8xS0.8x1.61 101.6x101.6x2.7S ~
76.2x76.2x1
61 I
~ 12
7 ~ T
C
1
-_ (D) ~ . .
I 64.0
3000x1500
SO.Rx50.Rx1,61 f01.6x1OL6x2.7S ~ ~
101.6x101
6x1
fi1 ~-
7
12 -- --~
t; --
T.. L.1_ a (E) ~
.
.
~ . Igp..~
_
VOl'LS:
---- - ••-• -•"- --~avu~a . y, AClilYll{~uitlr IJUCLS, Snl U, L=17.91m (Max.)
1. The ducts maximum dimensions will govern what bracing is required. Example: An I ROD x 750 mm duct
will be braced like e 2 L00 x 1000 mm duct.
2. Provide transverse brecing at 9.1 m and longitudinal bracing at 18.2 m. See Table 3-2 for cable size.
3. See Table 9-1 for "Connection Type" to swctuml supporting members.
4. Maximum weight of due[ or combinations oCducts is per linear meter. For ducts weighing more than thr maxi-
mum weight par meter, use the next higher duct size.
g_p Seismic Restraint Manual • Third Etlition ~ ; ~ 5elamic Restraint Manual • Third Edition
8.3