HomeMy WebLinkAboutPermit M01-019 - SOUTHCENTER MALL - SEATTLE MARINERS TEAM STORECity of Tukwila
Signature:
Print Name
Permit No: MO1 -019
Type: B -MECH
Category: NRES
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Address: 806 SOUTHCENTER MALL
Location:
_Parcel #: 262304 -9004
Contractor License No:
MECHANICAL PERMIT
REPLACE OLD 3 -TON WITH NEW 3 -TON ROOFTOP UNIT.
UMC Edition: 1997 Valuation:
Total Permit Fee:
(206) 431 -3670
Status: ISSUED
Issued: 02/20/2001
Expires: 08/19/2001
TENANT SEATTLE MARINER'S TEAM STORE Phone:
804 SOUTHCENTER MALL, TUKWILA, WA 98188
OWNER SOUTHCENTER JOINT VENTURE
ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145
CONTACT RON THOMAS Phone: 425- 482 -0584
7202 NE 175 ST, KENMORE, WA 98028
CONTRACTOR G B SYSTEMS INC
7202 NE 175TH ST, KENMORE WA 98028
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
6,100.00
46.50
************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
aCt-- DE) —
Permit Cente & uthorized Signature Date
I hereby certify that I have read and examined this permit and know the
same to true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate
or cancel, the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign for and
obtain t s bu lding p.plmit.
Date: ? 4D
T i t l eadlpt.
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or
abandoned for a period. of 180 days from the last inspection.
DEPARTMENTS:
Buil id ng Division
411/ G 2'1-01
Public Works
n
Fire Prevention
ryl' 2 -49-
Structural
n
`PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
TIVITY NUMBER: M01 -019
PROJECT NAME: SEATTLE MARINER'S TEAM STORE
SITE ADDRESS: 804 SOUTHCENTER MALL SUITE NO:
XX "Original Plan Submittal
DATE: 1 -31 -01
Response to Incomplete Letter #
Response to Correction Letter # Revision # After Perm. it: Is Issued
Planning Division
Permit Coordinator
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 2 -1 -2001
Complete rgr Incomplete n Not Applicable
Comments:
TUES /THURS ROUTING:
Please Route
REVIEWER'S INITIALS:
VIEROUtI.DOC
SAO/
Structural Review Required
APPROVALS OR CORRECTIONS: (ten days)
CORRECTION DETERMINATION:
n No further Review Required
DATE:
DUE DATE 3- 1-2001
Approved n Approved with Conditions Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
DUE DATE
Approved n Approved with Conditions 1 1 Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
ACTIVITY NUMBER: M01 -019 DATE: 1 -31 -01
PROJECT NAME: SEATTLE MARINER'S TEAM STORE
SITE ADDRESS: 804 SOUTHCENTER MALL SUITE NO
XX Original Plan Submittal
Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
Complete
Comments:
Please Route
Approved
PLAN REVIEW /ROUTING SLIP
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
TUES /THURS ROUTING:
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved n Approved 't Conditions Not Approved (atta c• ments)
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION:
Fire Prevention
Structural
Incomplete
Structural Review Required
Approved with Conditions
n
n
REVIEWER'S INITIALS:
it)
Planning Division
Permit Coordinator
Not Applicable
No further Review Required
DUE DATE: 2-1 -2001
DATE:
DUE DATE 3-1 -2001
I
DUE DATE
Not Approved (attach comments) n
DATE:
PERMIT NO.: MOI ' of
MECHANICAL PERMIT APPLICATIONS
INSPECTIONS
0 00002 Pre - construction
❑ 00050 WSEC Residential
❑ 00060 WA Ventilation/Indoor AQC •
❑ 00610 Chimney Installation/All Types
❑ 00700 Framing
❑ 01080 Woodstove
❑ 01090 Smoke Detector Shut Off
01100 Rough -in Mechanical
01101 Mechanical Equipment/Controls
❑ 01102 Mechanical Pip/Duct Insul
❑ 01105 Underground Mech Rough -in
❑ 01 115 Motor Inspection
❑ 1400 Fire Final
01800 Final Mechanical
04015 Special -Smoke Control System
CONDITIONS
0001 No changes to plans unless approved by Bldg
Div
0014 Readily accessible access to roof mounted
equipment
❑ 0016 Exposed insulation backing material
0019 All construction to be done in conformance
w /approved plans
0002 Plumbing permits shall be obtained through King
Co
0027 Validity of Permit
0003 Electrical permits obtained through L & I
0036 Manufacturers installation instructions required
on site
❑ "BTU maximum allowed per 1997 WA State Energy Code"
❑ 0041 Ventilation is required for all new rooms &
spaces
❑ "Fuel burning appliances
❑ "Appliances, which generate...."
❑ "Water heater shall be anchored...."
Additional Conditions:
1� �
TENANT NAME: fjI,1 g&44ef, U
`FEES
Basic Fee (Y/N)
Supplemental Fee (Y/N)
Plan Check Fee (Y/N)
Fumace/Burner '
to 100,000 BTU (qty)
Over 100,000 BTU (qty)
Floor Furnace (qty)
Suspended/Wall/Floor - mounted Heater (qty)
Appliance Vent (qty)
Heating/Refrig/Cooling Unit/System (qty)
Boiler /Compressor
to 3 HP /100,000 BTU (qty)
to 15 HP /500,000 BTU (qty)
to 30 HP /1,000,000 BTU (qty)
to 50 HP /1,750,000 BTU (qty)
over 50 HP /1,750,000 BTU (qty)
Air Handling Unit
to 10,000 cfin (qty)
over 10,000 cfrn (qty)
Evaporative Cooler (qty)
Ventilation Fan (qty)
Ventilation System (qty)
Hood (qty)
Incinerator — Domestic (qty)
Incinerator — Comm/Ind (qty)
Other Mechanical Equipment (qty)
Other Mechanical Fee (enter $$)
Add' l Fees — Work w/o Permit (Y/N)
Insp Outside Normal Hours (hrs)
Reinspections (hrs)
Miscellaneous Inspections (hrs)
Add'I Plan Review (hrs)
Plan Reviewer:
Permit Tech:
Date:
More
Date: 2 '6'0
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:ACTIVITY NUMBER: M01 -019 DATE: 1 -31 -01
PROJECT NAME: SEATTLE MARINER'S TEAM STORE
SITE•ADDRESS: 804 SOUTHCENTER MALL SUITE NO:
XX: Original Plan Submittal.
Response to Correction Letter # Revision # After Permit Is Issued
Response to Incomplete Letter #
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES /THURS ROUTING:
Please Route
n
n
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved J Approved with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved n
REVIEWER'S INITIALS:
V'RROUIL.DOC
Planning Division
n Permit Coordinator
DUE DATE: 2 -1 -2001
Incomplete n Not Applicable
n No further Review Required
DATE:
DUE DATE 3-1-2001
Not Approved (attach comments) n
DATE: : /C.�OJ
DUE DATE
Approved with Conditions n Not Approved (attach comments)
DATE:
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Project Name/Tenant. .A
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e 9( o flechrical Equipment:
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Site Address eeigfc:/14,(...1_ J.) I ress : , City State/Zip:
Parcel Number:
Property Owner: ■
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Phor2 : , 71 _ g t . ; OD
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as : dePdetz, Raq‹... eiva ekv,h4NLI
Fax #: ( )
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Contractor: A
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Phone: ( )
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Street Address: City State/Zip:
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Fax #: ( )
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pt'' Person:
Copt — 7 , - tenA,
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Phone: ( )
Street Address: City State/Zip:
— TV. OZ. IQ E I — 1 S SI- - ket4P-ieg)e_ LJ A-
Fax #: ( )
INGO OR A IZED AGENT: .
Signature:
Date:
Print nam • ox/ --/--k
Phone: ( 92
Fax #:
Address: -‘-
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City/St aR/Z lila ei e__ t jos 9g 0 ( 2g
CITY OF T''KWILA
Permit Center
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431-3670
Project Number:
Permit Number: M
01— on
R STAFF USE ON1Y
Mechanical Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT)
Description of work to be done (please be specific):
Atf-P b U 4 tAa e_u3 3 -orq fa;,, 4-9) (Am 1 4-,
Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of
application, a copy of this license will be required before the permit is issued OR submit Form H-4, "Affidavit in Lieu of Contractor
Registration".
Building Owner/Authorized Agent: If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the
State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the
permit will be required as part of this submittal.
I HEREBY CERTIFY THAT! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by
limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written
request by the applicant as defined in Section 114.4 of the Uniform Mechanical Code (current edition). No application shall be
extended more than once.
Date application accepted:
1-5I-D
Date application exp ires:
ano• I
Application taken by: (initials)
11/2/99
mech permliakc
✓
Submittal Requirements
Floor plan and system layout
Roof plan required to identify individual equipment and the location of each installation (Uniform
Mechanical Code 504 (e))
Details and elevations (for roof mounted equipment) and proposed screening
Heat Loss Calculations or Washington State Energy Code Form #H -7
H.V,A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut-
off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical
Code 1009),
Specifications must be provided to show that replacement equipment complies with the efficiency ratings
and other applicable requirements of the Washington State Nonresidential Energy Code.
Structural engineer's analysis is required for new and the replacement of existing roof equipment
weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be
stamped by a Washington State licensed Structural Engineer.
Mechanical Permits
COMMERCIAL: Two complete sets of drawings and attachments required with application submittal
NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water
heaters or vents being installed or replaced.
11/2/99
ridscpm.doc
ESIDENTIAL: Two complete sets of attachments required with application submittal
Submittal Requirements
New Single Family Residence
Heat loss calculations or Form H -6.
Equipment specifications.
Change - out or replacement of existing mechanical equipment
Narrative of work to be done, including modification to duct work.
Installation of Gas Fireplace
Narrative with specification of equipment and chimney type.
If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe
condition.
NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water
heaters or vents being installed or replaced.
CITY OF TUKWILA
Address: 806 SOUTHCENTER MALL
Suite:
Tenant: SEATTLE MARINER'S TEAM STORE
Type 8-MECH
Rat #: 262304-9004
*********************************k*************k***************************
Permit. Conditions:
• Readily accessible access to roof mounted equipment is
required,
2. Plumbing permits shall be obtained through the Seattle-King
County Departmentot:Publfc Health. OlUmbing mill be
Inspected by thatagency'inbi all gas piping
6 4722) .-.
11:
ctrical0'erili'its:-thafT be obtained through. the Washington
State Diy.it•ion ofAabor and Industries and all electrical
work wi00eintpebted • by that, agency (248-6630).i
No cha.9W will be made to tnpp,lans unless approved by
Engineer ,r and the Tukwila Buildinq Division
• All pemits inspectionk and approved plans shallbe
available at theljob site ptior to the start of any bon-
docUments are to be maintained and =avail-
ablWIl final inspebtion:approval is granted.
Aliconstrubtion to,be,tiOneAn conformance with approved
.plans and requirements of the,Uniform Building Code (1997
Edition) as amended, Uniform Mechanical Code (1997 Edition),
anAlWashingtOnState-EnergYO,COde' (1997 Edition).
Permit. The issuance of a. permit or approva,10f
plant, - ipcificattont', anA:‘Computations shall not be con- ,
sthU,ed to 6e 'e permit for,: or an approval of, any violation of*y bt,:thevproviifOnS of thepuilding code or of any
otheoiidinance of the jurisdiction. No permit presuming t
givuthoOty to violate or cancel the - provisions of this
codel\shaT1'..be valid.
• Manufacturers installation instructions required on site ,
for the'buildInq inspectors reView.e
\'t
-; thatI have read these condi tions and;';WillOb'mply
tArtt.1 . prOVision,s,pf;.laW and ordinances governing
this work will li*4.9mplie'd with,,whethar.specified herelii"O'is not.
.-' ,:•,:' -•: ' .•';,-::,, -;,,,;., .
ine' of in does not resume to give
•10010i' pr._,..canCel therOYltjontti'f'any'otherworir'local laws;
':.1' ni6r4'the,i'lDgformana;,of;'
....//:
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Date: 0
Signature:,
Print Name
Permit No M01-019
Status: ISSUED
Applied: 01/31/2001
Issued: 02/20/2001
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;f1/14)1001t: Number: R01.002.3,4 Amount: : 46,50 02/20/01 .12:17
Method: CHECK Ncitti oil: GB SYSTEMB'
Project % .e4t,tUiL, ell all,
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e of Inspection: `--_____
h""tv L - IY1Pcivk- ical
Address:
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Special instructions:
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Date wanted: :m 1
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Pfione: P..., 7 30 - ga
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INSPECTION RECOE
Retain a copy with permit
INSPECTION NO.
.CITY OF,TUKWILA BUILDING DIVISION
'6300 Southcenter Blvd, #100, Tukwila WA 98188
1 1 10f -01cl
PERMIT NO.
(206)431 -3670
COMMENTS:
#1/ /1--L
Inspector:
Date: sC
Approved per applicable codes.
•.1L:w+L�.E,w..S..Y aC:.t. r'.'�YNne
Corrections required prior to approval.
J $47.00 REINSPECTION f' REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter BIv'., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Project:
S e &JAC( (ham,; -,.:0-s \r
n: Type f_lnspectjo
I V t i zC, - S MU
0 e
Address:
Ro d 50v.:��«� -.1-u, l►G. 1{
Date cal e
3 � d:
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Special instructionss:: , r, U
(.k+' i - E.` 5 S
Date wanted:
2 f o(
a.m.
p.m.
y� 31t
Req t \< e t'
Phone:
2o 39 6 -20 g7
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
D . Approved per applicable codes.
INSPECTION REGO -
Retain a copy with permit
('7 - 0 F 9
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4
PERMIT NO.
(206)431 -36
COMMENTS:
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Corrections required prior to approval.
a $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Projec 7`
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JP, �-e 1 1-)
Type-of Inspection:
6 [ I Igzd� ‘aviit
Address:
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Date called:
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Special instructions:
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Date wanted: a.m.
3 (z t' O t p.m'.
Re
Phone:
Z06 -571 -3735 cc.((
INSPECTION RECO y -
Retain a copy with permit
INSPECTION NO..
CITY OF TUKWILA BUILDING DIVISION
pproved per applicable codes.
6300 Southcenter Blvd, #100, Tukwila, WA 9818
Mt) c
PERMIT NO.
(206)431-367
Corrections required prior to approval.
COMMENTS:
Al - y)k)e, Cei llhe -- a pprOu4 .
k )&e; .S SPC vt^P(
01 led Ctrot 1� tra ~red
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Inspector:
/
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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INSPECTION NO. , PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
• Project; / / •
'i Tern Shot
Address •
Dm/Mae-Wt.,' i et.24
Special instructions:
S�oact_ E5g'
Type of Inspectiolfi:
Date caflled:
;
Da a anted:
R est r:
/ ?A .1
a.m.
p.m.
Phone:,'
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
(206)431 -367
Corrections required prior to approval.
COMMENTS: ' Q ( . � � 40 7s
.ectiSeA9
` 4.�3-211,,/
Date: 3�c2,69/
a $47.00 REINSPECTION FEE 1{EQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
r.
Authorized.:: Signature . .
= Sp rinklers: :. X
ire. Alarm:
Hood &`
:Halo- _
Monitor
Pre- Fire:i "
`TPermrts :.. _
shift inspection
Approved . wi -thout correction notice
. ;
: Approved with correction notice issued
TUKWILA FIRE '...DEPAR
;FINAL APPROVAL: FORM
Da SkO\
T.F.D. Form F.P. 85
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
TMENT G f F- 8.5
DZ000- 39 b
Permit No.
Headquarters Stat10 444 Andover Park' East • . Tukwila; Washington 98188 •. Phone: (206) 575 -4404 . • Fax (206)1754431
•
Mariners Team Store
Southcenter Mall
Tukwila, WA
$ •o .il.
` Y ,01tfe.. `y' r PA
. yam
Tenant Improvement
Structural Calculations
Prepared By
KPFF Consulting Engineers
I i 1••4••••_1._ ..
rh.a N1%'...a±a... '♦
ar• • '3i. •
December 13, 2000
KPFF Project #100462
RECEIVED
FEB 15 200f
P C L -- WA
T'r'C:w •
I EXPIRES 1131101.
Truss Calculations
Header Beam at Metal Stud Wall Calculations
Allowable Load Calculations For Tie Wires at Ceiling
Unistrut. Connections Used
Ramset/Red Head Clips Used
Consulting Engineers
1201 Third Avenue, Suite 900
Seattle, Washington 98101
(206) 622-5822 Fax (206) 622-8130
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1201 Third Avenue, Suite 900
Seattle, Washington 98101
(206) 622 -5822 Fax (206) 622.8130
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Consulting Engineers
1201 Thins Avenue, Suite 900
Seattle, Washington 98101
(206) 622-5822 Fax (206) 622-8130
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(d')
RECENED.
'='EB 15 2001
P C L -- WA
s. ti-Of
354
fir Consulting Engineers
1201 Third Avenue, Suite 900
Seattle, Washington 98101
(206) 622 -5822 Fax (206) 622 -8130
VOW
lOCCIt1011
CNUnt
I�
C404. 4.
Z- a- a z
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l60 *4= 0 . 0 133 14 61
i204*
E B 15 2001
P C L - VVA
L /¢6¢ ( aL 5.• -►em6t- 4
I STRUCTURAL PROPERTIES
XC SECTIONS
See Note 1. Below For Yield Strengths
NOTES: 1. Effective properties based on F =50ksi for 14 and
16 gauge sections, F =33ksi for 18 and 20 gauge
sections. 14 and 16 gauge sections may be produced
with F = 33ksi. For 33ksi 14 and 16 gauge sections,
multiply allowable moment by 0.66.
(Contact manufacturer for availability)
2. Effective properties and allowable Moment incorporate
the strength increase from cold -work of forming
where applicable. (A ISI A5.2.2)
3. For deflection calculations, use the effective moment
of inertia.
Web height to thickness exceeds 200. Web stiffener
required at support points. (AISI B1.2)
5. Tabulated areas are based on the full un- reduced
cross section of the studs away from web punchouts.
6. For weak -axis orientations, technical assistance is req'd.
Contact the manufacturer for this assistance.
7. Items in italic are non -stock product and require
additional lead time.
-10-
1.625"
.375" Mina
N -3
V a.) .
'FEB 15 2001
PCL - WA •
ct W
UO .
Coot
N W'
W
Q ` .
e n Di
O
W
Z f..r .
'Z lr;
WW
CI .
0 1-
W
V -
O
GROSS PROPERTIES
EFFECTIVE PROPERTIES
TORSIONAL PROPERTIES
SECTION
Area Weight
(in 2 ) (lb/ft)
I
(in
R ,
(in)
l
On 4 )
R
(in)
S,,,
(in 3 )
I
(1n
Y
(in)
Mo
(ft-lb)
J
(10-sin+)
C,
Xa
(in)
Ro
(in)
ig
158XC20
0.185
0.63
0.088
0.689
0.067
0.603
0.094
0.088
0.863
155
0.074
0.050
-1.560
1.809
0.256
158XC18
0.237
0.80
0.110
0.682
0.084
0.596
0.130
0.110
0.830
214
0.160
0.063
-1.562
1.805
0.252
158XC16
0.294
1.00
0.135
0.677
0.102
0.590
0.153
0.135
0.844
381
0.314
0.075
-1.550
1.792
0.251
158XC14
0.365
1.24
0.164
0.671
0.124
0.583
0.194
0.164
0.830'
547
0.618
0.089
-1.536
1.774
0.251
250XC20
0.215
0.73
0.231
1.035
0.079
0.605
0.162
0.231
1.321
266 '
0.086
0.112
-1.400
1.843
0.423
250XC18
0.276
0.94
0.292
1.028
0.099
0.598
0.223
0.292
1.277
' 367
0.187
0.140
-1.398
1.835
0.420
250XC16
0.343
1.17
0.359
1.023
0.120
0.592
0.264
0.359
1.296
659
0.367
0.169
-1.386
1.821
0.421
250XC14
0.427
1.45
0.441
1.016
0.146
0.585
0.337
0.441
1.277
949
0.724
0.202
-1.371
1.803
0.422
350XC20
0.250
0.85
0.496
1.409
0.089
0.596
0.250
0.496
1.838
412
0.100
0.223
-1.257
1.980
0.597
350XC18
0.321
1.09
0.630
1.400
0.111
0.588
0.344
0.630
1.785
566
0.218
0.281
-1.253
1.969
0.595
350XC16
0.400
1.36
0.777
1.394
0.135
0.582
0.410
0.777
1.808
1023
0.427
0.340
-1.241
1.955
0.597
350XC14
0.499
1.70
0.959
1.387
0.165
0.575
0.523
0.959
1.785
1474
0.845
0.410
-1.226
- 1.938
0.600
358XC20
0.254
0.87
0.538
1.454
0.090
0.594
0.262
0.538
1.903
432
0.101
0.241
-1.242
2.002
0.615
358XC18
0.327
1.11
0.683
1.445
0.112
0.586
0.360
0.683
1.848
592
0.222
0.303
-1.238
1.991
0.614
358XC16
0.407
1.38
0.843
1.439
0.137
0.580
0.429
0.843
1.872
1071
0.435
0.367
-1.226
1.978
0.616
358XC14
0.507
1.73
1.040
1.432
0.167
0.573
0.548
1.040
1.848
1544
0.860
0.442
-1.211
1.961
0.619
400XC20
0.267
0.91
0.674
1.588
0.093
0.589
0.299
0.674
2.095
493
0.107
0.298
-1.198
2.075
0.667
400XC18
0.344
1.17
0.857
1.579
0.116
0.581
0.410
0.857
2.038
675
0.233
0.375
-1.193
2.063
0.665
400XC16
0.428
1.46
1.060
1.573
0.141
0.575
0.490
1.060
2.063
1223
0.457
0.455
-1.182
2.050
0.668
400XC14
0.534
1.82
1.309
1.565
0.172
0.567
0.625
1.309
2.038
1762
0.905
0.549
-1.167
2.033
0.671
600XC20
0.336.
1.14
1.744,
2.276
0.104
0.557
0.512
1.744
3.149
842
0.134
0.733
-1.012
2.553
0.843
600XC18
0.434
1.48
2.226.
2.265
0.131
0.548
0.712
2.226
3.047
1173
0.294
0.926
-1.006
2.538
0.843
600XC16
0.541
1.84
2.760
2.258
0.159
0.543
0.859
2.760
3.077
2143
0.578
1.129
-0.995
2.526
0.845
600XC14
.0.677
2.30
3.422
2.242
0.194
.0.535
1.094
3.422
3.048
3085
1.147
1.369
-0.981
2.511
0.847
800XC20'
0.406
1.38
3.486
2.931
0.112
0.525
0.664
3.486
4.469
1094
0.162
1.409
-0.880
3.105
0.920
800XC18
0.524
1.78
4.462
2.918
0.140
0.517
1.068
4.462
4.065
1759
0.355
1.785
-0.874
3.090
0.920
800XC16
0.655
2.23
5.542
2.9
0.171
0.511
1.300
5342
4.092
3243
0.699
2.180
-0.864
3.078
0.921
BOOXC14
0.819
2.79
6.889
2.900
0.208
0.504
1.659
6.889
4.054
4678
1.389
2.649
-0.851
3.063
0.923
I STRUCTURAL PROPERTIES
XC SECTIONS
See Note 1. Below For Yield Strengths
NOTES: 1. Effective properties based on F =50ksi for 14 and
16 gauge sections, F =33ksi for 18 and 20 gauge
sections. 14 and 16 gauge sections may be produced
with F = 33ksi. For 33ksi 14 and 16 gauge sections,
multiply allowable moment by 0.66.
(Contact manufacturer for availability)
2. Effective properties and allowable Moment incorporate
the strength increase from cold -work of forming
where applicable. (A ISI A5.2.2)
3. For deflection calculations, use the effective moment
of inertia.
Web height to thickness exceeds 200. Web stiffener
required at support points. (AISI B1.2)
5. Tabulated areas are based on the full un- reduced
cross section of the studs away from web punchouts.
6. For weak -axis orientations, technical assistance is req'd.
Contact the manufacturer for this assistance.
7. Items in italic are non -stock product and require
additional lead time.
-10-
1.625"
.375" Mina
N -3
V a.) .
'FEB 15 2001
PCL - WA •
ct W
UO .
Coot
N W'
W
Q ` .
e n Di
O
W
Z f..r .
'Z lr;
WW
CI .
0 1-
W
V -
O
I STRUCTURAL PROPERTIES
WT SECTIONS I
See Note 1. Below For Yield Strengths
NOTES: 1. Effective properties based on F =50ksi for 12, 14 and
16 gouge sections, Fy =33ksi for 18 and 20 gauge
sections. 14 and 16 gauge sections may be produced
with Fy = 33ksi. For 33ksi 14 and 16 gauge sections,
multiply allowable moment by 0.66.
(Contact manufacturer for availability)
2. Effective properties and allowable Moment incorporate
the strength increase from cold -work of forming
where applicable. (AISI A5.2.2)
3. For deflection calculations, use the effective moment
of inertia.
4. * Web height to thickness exceeds 200. Web stiffener
required at support points. (AISI 81.2)
5. Tabulated areas are based on the full un- reduced
cross section of the studs away from web punchouts.
+ el
•
l; 'rt \!t.
E B '15 zoaYi
pGL - WA.
Web Height
...,; 2: �:,:... �' 0. 3... k:: d. �' �a�. a;:.. tir ,:�i,.�cnriLa..�:v?.wor ..3�'.1.xx.: i•'La:rd �P. ;
t.
"CA:
, Az't,;tH.t
•
Z
• H W
re 2
UO
0 :
W=
J
• u_
W } O
u_
I t !
u_0
L
U ='
O 1- .
Z
GROSS PROPERTIES
EFFECTIVE PROPERTIES
TORSIONAL PROPERTIES
SECTION
Web Ht.
(in)
Area Weight
(in 2 ) (Ib /ft)
I0
(in 4 )
R,
(in)
I yy
(in 4 )
R y
(in)
S„ In Y
(in 3 ) (in 4 ) (in)
Ma
(ft-lb)
J
(1O
C,
X a R a
(in) (in)
fi
158WT20
1.757
0.160
0.54
0.089
0.746
0.039
0.494
0.059 0.070
1.065
98
0.064
0.021
-1.110 1.426
0.394
158WT18
1.809
0.208
0.71
0.121
0.761
0.050
0.492
0.091 0.105
1.045
149
0.141
0.028
-1.108 1.431
0.401
158WT16
1.832
0.261
0.89
0.153
0.765
0.063
0.490
0.115 0.134
1.052
288
0.279
0.036
-1.102 1.428
0.404
158WT14
1.861
0.329
1.12
0.195
0.770
0.078
0.487
0.162 0.182
1.027
' 404
0.557
0.045
-1.095 1.424
0.409
158W1'12
2.016
0.469
1.59
0.308
0.811
0.108
0.480
0.290 0.308
1.030
724
1.616
0.073
-1.092 1.442
0.427
250W1'20
2.632
0.190
0.65
0.219
1.074
0.045
0.485
0.105 0.177
1.545
174
0.076
0.053
-0.985 1.536
0.589
250WT18
2.684
,0.248
0.84
0.293
1.087
0.058
0.483
0.156 0.257
1.514
257
0.168
0.071
-0.983 1.543
0.594
250WT16
2.707
0.311
1.06
0.370
1.091
0.072
0.481
0.198 0.327
1.520
494
0.332
0.089
-0.977 1.541
0.598
250WT14
2.736
0.391
1.33
0.469
1.095
0.089
0.478
0.274 0.441
1.487
683
0.662
0.113
-0.971 1.539
0.602
250WT12
2.891
0.558
1.90
0.714
1.132
0.124
0.471
0.471 0.714
1.472
1176
1.922
0.173
-0.966 1.561
0.617
350WT20
3.632
0.225
0.76
0.458
1.428
0.049
0.469
0.170 0.378
2.077
280
0.090
0.113
-0.876 1.740
0.747
350WT18
3.684
0.293
1.00
0.607
1.440
0.064
0.467
0.246 0.539
2.039
405
0.199
0.150
-0.873 1.747
0.750
350WT16
3.707
0.367
1.25
0.764
1.442
0.079
0.465
0.312 0.683
2.044
777
0.392
0.188
-0.869 1.747
0.753
350WT14
3.736
0.462
1.57
0.967
1.446
0.099
0.462
0.425 0.912
2.004
1060
0.783
0.236
-0.862 1.746
0.756
350WT12
3.891
0.659
2.24
1.441
1.478
0.136
0.455
0.710 1.441
1.976
1772
2.273
0.354
-0.857 1.768
0.765
358WT20
3.757
0.229
0.78
0.496
1.471
0.050
0.467
0.179 0.410
2.143
294
0.091
0.123
-0.864 1.769
0.762
358WT18
3.809
0.299
1.02
0.656
1.483
0.064
0.465
0.259 0.583
2.104
426
0.202
0.163
-0862 1.776
0.765
358WT16
3.832
0.374
1.27
0.826
1.485
0.080
'0.462
0.327 0.739
2.109
816
0.400
0.203
-0.857 1.776
0.767
358WT14
3.861
0.471
1.60
1.044
1.489
0.099
0.460
0.445 0.985
2.068
1111
0.798
0.255
-0.851 1.775
0.770
358WT12
4.016
0.672
2.29
1.554
1.521
0.138
0,452
0.743 1.554
2.039
1853
2.317
0.382
-0.845 1.798
0.779
400WT20
4,t,'
042
0.8?
0.619
1.599
0.051
0.460
0.207
2.339
340
0.097
0.154
-0.830 1.860
0.8,01
400WT18
4.184
0.315
1.07
0.818
1.610
0.066
0.40
0.72§
2.299
489
0.214
0.203
-0.828 1.867
0.803
400W116
4.207
0.396
1.35
1.029
1.613
0.082
0.456
0.376 0.923
2.303
937
0.422
0.254
-0.823 1.867
0.805
400WT14
4.236
0.498
1.69
• 1.300
1.616
0.102
0.453
0.510 1.228
2.261
1271
0.844
0.318
-0.818 1.867
0.808
400WT12
4.391
0.710
2.42
1.925
1.646
0.141
0.446
0.843 1.925
2.227
2102
2.448
0.472
-0.812 1.889
0.815
600WT20
6.132
0.311
1.06
1.585
2.257
0.057
0.426
0.330 1.377
3.576
544
0.124
0.388'
-0.691 2.398
0.917
600W118
6.184
0.406
1.38
2.082
2.266
0.073
0.424
0.539 1.886
3.325
887
0.275
0.509
-0.688 2.406
0.918
600WT16
6.207
0.509
1.73
2.616
2.268
0.091
0.422
0.680 2.383
3.328
1697
0.543
0.635
-0.684 2.406
0.919
600WT14
6.236
0.640
2.18
3.300
2.270
0.113
0.419
0.909 3.139
3.280
2268
1.085
0.793
-0.679 2.406
0.920
600WT12
6.391
0.914
3.11
4.812
2.295
0.156
0.413
1.457 4.812
3.231
3635
3.150
1.152
-0.674 2.427
0.923
800WT20*
8.132
0.380
1.29 '
3.173
2.888
0.060
0.397
0.431 2.855
5.006
710
0.152
0,749
-0.593 2.975
0.960
800WT18
8.184
0.496
1.69
4.158
2.896
0.077
0.395
0.753 3.849
4.538
1240
0.336
0,978
-0.591 2.982
0.961
800WT16
8.207
0.622
2.12
5.221
2.897
0.096
0.393
0.969 4.847
4.505
2417
0.664
1.218
-0.587 2.982
0.961
800WT14
8.236
0.783
2.66
6.581
2.899
0.119
0.390
1.404 6.294
4.292
3504
1.327
1.521
-0.583 2.983
0.962
800111'12
8.391
1.117
3.80
9.526
2.920
0.165
0.384
2.207 9.526
4.234
5507
3.851
2.183
-0.577 3.001
0.963
1000WT18*
10.184
0.586
1.99
7.225
3.511
0.080
0.370
0.915 6.826
5.957
1507
0.397
1.620
-0.518 3.569
0.979,
1000WT16
10.207
0.735
2.50
9.070'
3.512
0.100
0.368
1.175 8.592
5.920
2931
0.785
2.017
-0.515 3.569
0.979
1000WT14
10.236
.0.926
3.15
11.429
3.514
0.124
0.366
1.894 11.019
5.410
4726
1.569
2.515
-0.511 3.569
0.980
1000WT12
10.391
1.320
4.49
16.474
3.532
0.171
0.360
3.093 16.474
5.236
7718
4.552
3.585
-0.506 3.586
0.980
1200WT16*
12.207
0.848
2.89
14.389
4.118
0.103
0.348
1.390 13.817
7.378
3468
0.906
3.038
-0.459 4.158
0.988
1200WT14
12.236
1.068
3.64
18.127
4.119
0.127
0.345
2.192 17.702
6.825
5469
1.810
3.785
-0.455 4.159
0.988
1200WT12
12.391
1.524
5.19
26.062
4.136
0.176
0.340
4.115 26.062
6.237
10268
5.253
5.369
-0.450 4.174
0.988
I STRUCTURAL PROPERTIES
WT SECTIONS I
See Note 1. Below For Yield Strengths
NOTES: 1. Effective properties based on F =50ksi for 12, 14 and
16 gouge sections, Fy =33ksi for 18 and 20 gauge
sections. 14 and 16 gauge sections may be produced
with Fy = 33ksi. For 33ksi 14 and 16 gauge sections,
multiply allowable moment by 0.66.
(Contact manufacturer for availability)
2. Effective properties and allowable Moment incorporate
the strength increase from cold -work of forming
where applicable. (AISI A5.2.2)
3. For deflection calculations, use the effective moment
of inertia.
4. * Web height to thickness exceeds 200. Web stiffener
required at support points. (AISI 81.2)
5. Tabulated areas are based on the full un- reduced
cross section of the studs away from web punchouts.
+ el
•
l; 'rt \!t.
E B '15 zoaYi
pGL - WA.
Web Height
...,; 2: �:,:... �' 0. 3... k:: d. �' �a�. a;:.. tir ,:�i,.�cnriLa..�:v?.wor ..3�'.1.xx.: i•'La:rd �P. ;
t.
"CA:
, Az't,;tH.t
•
Z
• H W
re 2
UO
0 :
W=
J
• u_
W } O
u_
I t !
u_0
L
U ='
O 1- .
Z
Table IV -7a
Screws
Shear of Sheet - F = 45 ksi
Nominal Shear Strength, P kips
CI= 3.0
0 = 0.5
Screw
Designation
Diameter
in.
Thickness of
member in
contact with
screw head, in,
Thickness of member not in contact with the screw head, in.
0.036
0.048
0.060 0.075
`
i
0.090
0.105 0.135
N6
0.1380
0.036
0.048
0.060
0.075
0.090
0.105
0.135
0.48
0.48
0.48
0.48
0.48
0.48
0.48
0.60
0.74
0.74
0.74
0.74
0.74
0.74
0.60
0.80
1.01
1.01
1.01
1.01
1.01
0.60
0.80
1.01
1.26
1.26
1.26
1.26
`
(
0.60
0.80
1.01
1.26
1.51
1.51
1.51
0.60
0.80
1.01
1.26
1.51
1.76
1.76
0.60
0.80
1.01
1.26
1.51
1.76
2.26
#7
0.1510
0.036
0.048
0.060
0.075
0.090
0.105
0.135
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.66
0.77
0.77
0.77
0.77
0.77
0.77
0.66
0.88
1.08
1.08
1.08
1.08
1.08
0.66
0.88
1.10
1.38
1.38
1.38
1.38
,
;
.
!
0.66
0.88
1.10
1.38
1.65
1.65
1.65
0.66
0.88
1.10
1.38
1.65
1.93
1.93
0.66
0.88
1.10
1.38
1.65
1.93
2.48
#8
0.1640
0.036
0.048
0.060
0.075
' 0.090
0.105
0.135
0.52 i
0.52
0.52
0.52
0.52
0.52
0.52
0.72
0.80
0.80
0.80
0.80
0.80
0.80
0.72 0.72
0.96 0.96
1.12 .1.20
1.12 1.49
1.12 1.49
1.12 1.49
1.12 1.49
i
i
0.72
0.96
1.20
1.49
1.79
1.79
1.79
0.72 i 0.72
0.96 0.96
1.20 1.20
1.49 1.49
1.79 1.79
2.09 • 2.09
2.09 2.69
*10
0.1900
0.036
0.56
0.83
0.83 0.83
0.83
0.83 0.83
0.048
0.060
0.075
0.090
0.105
0.135
0.56
0.56
0.56
0.56
0.56
0.56
0.87
0.87
0.87
0.87
0.87
0.87
1.11
1.21
1.21
1.21
1.21
1.21
1.11
1.39
1.69
1.69
1.69
1.69
i
j
1.11
1.39
1.73
2.08
2.08
2.08
• 1.11 , 1.11
1.39 1.39
1.73 I 1.73
2.08 2.08
2.42 ; 2.42
2.42 ; 3.12
*12
0.2160
0.036
0.048
0.060
0.075
0.090
0.105
0.135
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.93
0.92
0.92
0.92
0.92
0.92
0.92
0.94
1.26
1.29
1.29
1.29
1.29
1.29
0.94
1.26
1.57
1.80
1.80
1.80
1.80
,
0.94
1.26
1.57
1.97
2.36
2.36
2.36
0.94 0.94
1.26 1.26
1.57 1.57
1.97 1.97
2.36 2.36
2.76 . 2.76
2.76 I 3.54
1/4 in.
0.2500
0.036
0.048
0.060
0.075
0.090
0.105
0.135
0.65
0.65
0.65
0.65
0.65
0.65
0.65
1.02
0.99
0.99
0.99
0.99
0.99
0.99
1.09
1.40
1.39
1.39
1.39
1.39
1.39
1.09
1.46
1.82
1.94
1.94
1.94
1.94
1.09
1.46
1.82
2.28
2.55
2.55
2.55
1.09
1.46
1.82
2.28
2.73
3.19
3.19
1.09
1.46
1.82
2.28
2.73
3.19
! 4.10
• IV -10
Note: Design Strengths are
ASD: P„ / f2
LRFD: e
N -5
Connections for use with the 1996 AISI Cold- Formed Steel Specification
F B 15 2fJ9'
PL PCL r ,� �i
: L - tt ;
Consulting Engineers
1201 Third Avenue, Suite 900
Seattle, Washington 98101
(206) 622 -5822 Fax (206) 622 -8130
• ,•••• SSA'► - 8 ^ p " �I,Ax =11 •
•
woad tvi S i FAni 5'70/1E
location So u 7P C F F,2
client L/fr, A)
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3 , :$'Ta 9 ...1 I N
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.....:..... •• E ... r a.IV .: iv :_ : e-r:
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dote l /Q�
no.
T w -1
lob no.
/D 04 zSZ
I STRUCTURAL PROPERTIES
CC SECTIONS I
See Note 1. Below For Yield Strengths
NOTES: 1. Effective properties based on F =50ksi for 14 and
16 gauge sections, F =33ksi or 18 and 20 gauge
sections. 14 and 16 gauge sections may be produced
with F =33ksi. For 33ksi 14 and 16 gauge sections,
multiply allowable moment by 0.66.
(Contact manufacturer for availability)
2. Effective properties and allowable Moment incorporate
the strength increase from cold -work of forming
where applicable. (AISI A5.2.2)
3. For deflection calculations, use the effective moment
of inertia.
4. * Web height to thickness exceeds 200. Web stiffener
required at support points. (AISI 81.2)
5. Tabulated areas are based on the full un- reduced
cross section of the studs away from web punchouts.
6. For weak -axis orientations, technical assistance is req
Contact the manufacturer for this assistance.
7. Items in italic are non -stock product and require
additional lead time.
1.375'
.375' Min.
.-
a 15 2n0
PCL - WA
GROSS PROPERTIES
EFFECTIVE PROPERTIES
TORSIONAL PROPERTIES
SECTION
Area Weight
(in 2 ) (Ib /ft)
I
(in 4 )
R.
(in)
Iyy
(in 4)
Ry
(in)
Sxx
(in 3 )
• I,,
(in 4 )
Y
(in)
Ma
(ft-lb)
J
(10-
C.
Xo
(in)
Ro
(in)
1p
158CC20
0.168
0.57
0.077
0.677
0.045
0.518
0.091
0.077
0.828.
150
0.067
0.034
-1.316
1.568
0.296
158CC18
0.214
0.73
0.096
0.670
0.056
0.511
0.117
0.096
0.819
216
0.145
0.042
-1.317
1.563
0.290
158CC16
0.265
0.90
0.117
0.665
0.068
0.505
0.139
0.117
0.827
392
0.283
0.050
-1.306
1.550
0.290
158CC14
0.329
1.12
0.143
0.658
0.082
0.498
0.175
0.143
0.813
. 504
0.558
0.059
-1.291
1.532
0.290
250CC20
0.198
0.67
0.205
1.016
0.053
0.516
0.157
0.205
1.273
259
0.079
0.075
-1.167
1.631
0.488
250CC18
0.253
0.86
0.258
1.008
0.066
0.509
0.203
0.258
1.260
375
0.172
0.094
-1.164
1.622
0.485
250CC16
0.315
1.07
0.317
1.003
0.080
0.503
0.243
0.317
1.273
684
0.336
0.113
-1.153
1.609
0.487
250CC14
0.392
1.33
0.388
0.996
0.096
0.496
0.310
0.388
1.251
892
0.664
0.134
-1.138
1.591
0.489
350CC20
0.233
0.79
0.444
1.381
0.059
0.504
0.244
0.444
1.779
401
0.093
0.151
-1.038
1.800
0.668
350CC18
0.299
1.02
0.562
1.372
0.074
0.497
0.316
0.562
1.763
584
0.202
0.189
-1.033
- 1.788
0.666
350CC16
0.372
1.26
0.693
1.366
0.090
0.491
0.381
0.693
1.780
1070
0.397
0.228
-1.022
1.775
0.669
350CC14
0.463
1.58
0.854
1.358
0.108
0.484
0.487
0.854
1.751
1401
0.784
0.273
-1.007
1.759
0.672
358CC20
0.237
0.81
0.482
1.426
0.060
0.502
0.255
0.482
1.843
421
0.095
0.162
-1.024
1.826
0.686
358CC18
0.304
1.04
0.610
1.417
0.074
0.495
0.331
0.610
1.826
612
0.206
0.203
-1.019
1.814
0.684
358CC16
0.379
1.29
0.753
1.410
0.091
0.489
0.399
0.753
1.843
1122
0.404
0.246
-1.008
1.801
0.687
358CC14
0.472
1.61
0.928
1.402
0.109
0.482
0.511
0.928
1.814
1470
0.800
0.295
-0.993
1.785
0.690
400CC20
0.250
0.85
0.606
1.557
0.062
0.497
0.292
0.606
2.032
480
0.100
0.201
-0.985
1.908
0.734
400CC18
0.321
1.09
0.769
1.548
0.077
0.489
0.378
0.769
2.014
699
0.218
0.252
-0.980
1.896
0.733
400CC16
0.400
1.36
0.950
1.541
0.093
0.483
0.456
0.950
2.033
1283
0.427
0.305
-0.968
1.883
0.736
400CC14
0.499
1.70
1.171
1.533
0.113
0.476
0.585
1.171
2.001
1682
0.845
0.366
-0.954
1.867
0.739
600CC20
0.319
1.09
1.590
2.232
0.069
0.465
0.512
1.590
3.039
843
0.127
0.494
-0.821
2.423
0.885
600CC18
0.411.
1.40
2.026
2.219
0.086
0.457
0.665
2.026
3.018
1229
0.279
0.623
-0.815
2.408
0.885
600CC16
0.513
1.75
2.510
2.212
0.105
0.451
0.807
2.510
3.040
2269
0.548
0.756
-0.805
2.397
0.887
600CC14
0.641
2.18
3.109
2.202
0.126
0.444
1.035
3.109
3.001
2976
1.087
0.913
-0.791
2.382
0.890
800CC20•
0.388
1.32
3.211
2.875
0.074
0.436
0.663
3.211
4.343
1091
0.155
0.949
-0.708
2.993
0.944
8000018
0.502
1.71
4.105
2.861
0.092
0.428
1.026
4.105
4.000
1690
0.340
1.199
- 0.701
2.977
0.945
800CC16
0.626
2.13
5.096
2.853
0.112
0.422
1.247
5.096
4.031
3111
0.669
1.458
' -0.692
2.965
0.946
800CC14
0.784
2.67
6.329
2.842
0.135
0.415
1.581
6.329
4.002
4544
1.328
1.765
-0.679
2.951
0.947
I STRUCTURAL PROPERTIES
CC SECTIONS I
See Note 1. Below For Yield Strengths
NOTES: 1. Effective properties based on F =50ksi for 14 and
16 gauge sections, F =33ksi or 18 and 20 gauge
sections. 14 and 16 gauge sections may be produced
with F =33ksi. For 33ksi 14 and 16 gauge sections,
multiply allowable moment by 0.66.
(Contact manufacturer for availability)
2. Effective properties and allowable Moment incorporate
the strength increase from cold -work of forming
where applicable. (AISI A5.2.2)
3. For deflection calculations, use the effective moment
of inertia.
4. * Web height to thickness exceeds 200. Web stiffener
required at support points. (AISI 81.2)
5. Tabulated areas are based on the full un- reduced
cross section of the studs away from web punchouts.
6. For weak -axis orientations, technical assistance is req
Contact the manufacturer for this assistance.
7. Items in italic are non -stock product and require
additional lead time.
1.375'
.375' Min.
.-
a 15 2n0
PCL - WA
SECTION DESIGNATION: 350CC14
INPUT PROPERTIES:
Web Height =
Top Flange =
Bottom Flange =
Stiffening Lip =
Punchout Width =
OUTPUT PROPERTIES:
3.500 in
1.375 in
1.375 in
0.375 in
1.500 in
Effective Section Properties, Strong Axis
Neutral Axis from Top Fiber (Ycg)
Moment of Inertia for Deflection (Ixx)
Section Modulus (S)x)
Allowable Bending Moment (Ma)
Gross Section Properties of Full Section, Strong Axis
Neutral Axis from Top Fiber (Ycg)
Moment of Inertia (Ixx) •
Cross Sectional Area (A)
Radius of Gyration (Rx)
Section Properties, Weak Axis
Gross Neutral Axis (Xcg) From Web Face
Gross Moment of inertia (Iyy)
Radius of Gyration (Ry)
Effective Section Modulus (Syy)
Effective Neutral Axis (Xcg) from Web Face
Allowable Moment (May)
Other Section Property Data
Net Area at Punchouts
Member Weight per Foot of Length
Allowable Shear Force In Web (Unpunched)
Allowable Shear Force In Web (Punched)
Pao for use in Interaction Equation C5 -2
Torsional Properties
Dist. from Shear Center to Neutral Axis (Xo)
St. Venant torsion Constant (J x 1000)
Warping Constant (Cw)
Radii of Gyration (Ro)
Torsional Flexural Constant (Beta)
Allowable Web Crippling Loads (Ib/web)
1.00in END BRNG
Cond 1 Cond 3
Single Member 1141 821
Back -to -Back 1982 1072
Punchout Reduction 0.724
1986 AISI Specification w/1989 Addenda
DATE: 12/07/2000
K.P.F.F. CONSULTING ENGINEERS
Steel Thickness = 0.0713 in
Inside Comer Radius = 0.0938 in
Yield Stress, Fy = 50.0 ksi
Fy With Cold -Work, Fya = 57.6 ksi
Punchout Length = 4.000 in
3.50in INT BRNG
Cond 2 Cond 4
2460 2586
3284 3055
0.896
1.7510 in
0.8540 in ^4
0.4874 in" 3
1401.37 Ft -Lb
1.7500 in
0.8540 in ^4
0.4629 in ^2
1.3582 in
0.4114 in
0.1082 in ^4
0.4835 in
0.1041 in ^3
0.5243 in
259.85 Ft -Lb
0.3560 inA2
1.5752 Ib /ft
4520.28 Ib
2389.29 Ib
9038 Ib
- 1.0071 in
0.7845 InA4
0.2731 in ^6
1.7586 in
0.6721
SECTION DESIGNATION: 350CC16
INPUT PROPERTIES:
Web Height = 3.500 in
Top Flange = 1.375 in
Bottom Flange = 1.375 in
Stiffening Lip = 0.375 In
Punchout Width = 1.500 in
OUTPUT PROPERTIES:
Effective Section Properties, Strong Axis
Neutral Axis from Top Fiber (Ycg)
Moment of Inertia for Deflection (Ixx) •
Section Modulus (Sxx)
Allowable Bending Moment (Ma)
Gross Section Properties of Full Section, Strong Axis
Neutral Axis from Top Fiber (Ycg)
Moment of Inertia (Ixx)
Cross Sectional Area (A)
Radius of Gyration (Rx)
Section Properties, Weak Axis
Gross Neutral Axis (Xcg) From Web Face
Gross Moment of Inertia (lyy)
Radius of Gyration (Ry)
Effective Section Modulus (Syy)
Effective Neutral Axis (Xcg) from Web Face
Allowable Moment (May)
Other Section Property Data
Net Area at Punchouts
Member Weight per Foot of Length
Allowable Shear Force In Web (Unpunched)
Allowable Shear Force In Web (Punched)
Pao for use in Interaction Equation C5 -2
Torsional Properties
Dist. from Shear Center to Neutral Axis (Xo)
St. Venant torsion Constant (J x 1000)
Warping Constant (Cw)
Radii of Gyration (Ro)
Torsional Flexural Constant (Beta)
Allowable Web Crippling Loads (Ib/web)
1.00in END BRNG
Cond 1 Cond 3
Single Member 685 489
Back -to -Back 1317 646
Punchout Reduction 0.729
1986 AISI Specification w/1989 Addenda
DATE: 12/07/2000
K.P.F.F. CONSULTING ENGINEERS
Steel Thickness = 0.0566 in
Inside Comer Radius = 0.0938 in
Yield Stress, Fy = 50.0 ksi
Fy With Cold -Work, Fya = 56.3 ksi
Punchout Length = 4.000 in
3.50in INT BRNG
Cond 2 Cond 4
1587 1555
2170 2004
0.896
1.7799 in
0.6934 in "4
0.3806 in^ 3
1069.64 Ft -Lb
1.7500 in
0.6934 in "4
0.3715 in ^2
1.3662 in
0.4113 in
0.0895 111
0.4908 in
0.0852 in ^3
0.5403 in
212.64 Ft-Lb
0.2866 in "2
1.2642 Iblft
3416.51 Ib
1805.87 Ib
6655 Ib
- 1.0218 in
0.3967 in "4
0.2278 in"6
1.7752 in
0.6687
SECTION DESIGNATION: 350CC18
INPUT PROPERTIES:
Web Height = 3.500 in
Top Flange = 1.375 in
Bottom Flange = 1.375 in
Stiffening Lip = 0.375 in
Punchout Width = 1.500 in
OUTPUT PROPERTIES:
Effective Section Properties, Strong Axis
Neutral Axis from Top Fiber (Ycg)
Moment of Inertia for Deflection (Ixx)
Section Modulus (Sxx)
'Allowable Bending Moment (Ma)
1986 AISI Specification w/1989 Addenda
DATE: 12/0712000
K.P.F.F. CONSULTING ENGINEERS
•
Gross Section Properties of Full Section, Strong Axis
Neutral Axis from Top Fiber (Ycg)
Moment of Inertia (Ixx)
Cross Sectional Area (A)
Radius of Gyration (Rx)
Section Properties, Weak Axis •
Gross Neutral Axis (Xcg) From Web Face
Gross Moment of Inertia (Iyy)
.Radius of Gyration (Ry)
Effective Section Modulus (Syy)
Effective Neutral Axis (Xcg) from Web Face
Allowable Moment (May)
Other Section Property Data
Net Area at Punchouts
Member Weight per Foot of Length
Allowable Shear Force In Web (Unpunched)
Allowable Shear Force In Web (Punched)
Pao for use in Interaction Equation C5 -2
:.; Torsional Properties
Dist. from Shear Center to Neutral Axis (Xo)
St. Venant torsion Constant (J x 1000)
Warping Constant (Cw)
Radii of Gyration (Ro)
Torsional Flexural Constant (Beta)
Allowable Web Crippling Loads (Ib/web)
1.00in END BRNG
Cond 1 Cond 3
Single Member 324 229
Back -to -Back 586 397
Punchout Reduction 0.733
Steel Thickness = 0.0451 in
Inside Corner Radius = 0.0938 in
Yield Stress, Fy = 33.0 ksi
Fy With Cold -Work, Fya = 37.1 ksi
Punchout Length = 4.000 in
3.501n INT BRNG
Cond 2 Cond 4
801 691
1341 1326
0.897
1.7632 in
0.5623 in ^4
0.3157 in^ 3
583.79 Ft-Lb
1.7500 in
0.5623 in ^4
0.2986 in ^2
1.3723 in
0.4113 in
0.0736 in "4
0.4965 in
0.0700 in ^3
0.5449 in
115.21 Ft-Lb
0.2309 in ^2
1.0159 lb /ft
1762.28 lb
931.49 lb
3657 lb
- 1.0333 in
0.2024 in "4
0.1885 in^6
1.7882 in
0.6661
INPUT PROPERTIES:
Web Height =
Top Flange =
Bottom Flange =
Stiffening Lip =
Punchout Width =
SECTION DESIGNATION: 350CC20
OUTPUT PROPERTIES:
1986 AISI Specification w11989 Addenda
DATE: 12/07 /2000
K.P.F.F. CONSULTING ENGINEERS
3.500 in
1.375 in
1.375 in
0.250 in
1.500 in
Effective Section Properties, Strong Axis
Neutral Axis from Top Fiber (Ycg)
Moment of Inertia for Deflection (Ixx)
Section Modulus (Sxx)
Allowable Bending,Moment (Ma)
roes Section Properties of Full Section, Strong Axis
Neutral Axis from Top Fiber (Ycg)
Moment of Inertia (1)a)
Cross Sectional Area (A)
Radius of Gyration (Rx)
Section Properties, Weak Axis
Gross Neutral Axis (Xcg) From Web Face
Gross Moment of Inertia (Iyy)
Radius of Gyration (Ry)
Effective Section Modulus (Syy)
Effective Neutral Axis (Xcg) from Web Face
Allowable Moment (May)
Other Section Property Data
Net Area at Punchouts
Member Weight per Foot of Length
Allowable Shear Force In Web (Unpunched)
Allowable Shear Force In Web (Punched)
Pao for use in Interaction Equation C5-2
Torsional Properties
Dist. from Shear Center to Neutral Axis (Xo)
St. Venant torsion Constant (J x 1000)
Warping Constant (Cw)
Radii of Gyration (Ro)
Torsional Flexural Constant (Beta)
Allowable Web Crippling Loads (Ib/web)
1.00in END BRNG
Cond 1 Cond 3
Single Member 200 139
Back -to -Back 374 226
Punchout Reduction 0.736
Steel Thickness = 0.0346 in
Inside Comer Radius = 0.0625 in
Yield Stress, Fy = 33.0 ksi
Fy With Cold -Work, Fya = 33.0 ksi
Punchout Length = 4.000 in
3.50in INT BRNG
Cond 2 Cond 4
536 387
848 803
0.897
1.8511 in
0.4206 in ^4
0.2097 in^ 3
345.35 Ft -Lb
1.7500 in
0.4262 in "4
0.2240 in ^2
1.3792 in
0.3770 in
0.0512 in ^4
0.4778 in
0.0456 in ^3
0.5393 in
75.02 Ft -Lb
0.1721 in "2
0.7544 Ib /ft
1046.14 Ib
552.96 Ib
2092 Ib
-0.9488 in
0.0894 in "4
0.1208 in^6
1.7409 in
0.7030
BEAM CLAMPS
1%" UNISTRUT CHANNEL WIDTH SERIES
P 1271 S
1%"
. 2 HOLES '/u" DIAM.
USE IN PAIRS
P 2785 & P 2786
W -13 x 1 'h" SET SCREW
INCLUDED
WT. LBS. /C 27 •
P 1272S, P 1985S, P 1986S
_
% HEX NUTS AND
"U" BOLT INCLUDED
RECOMMENDED LOAD 500N
WT. LBS. /C 95
CLAMP REQUIRES
4L" - 13 x 1W MACHINE BOLT & NUT
NOT INCLUDED UNISTRUT
CHANNEL
SIZE
P 1000
USE IN PAIRS P 1100
P 2000
PART
NO.
P 1272S
P 1985S
P 1986S
REC.
LOAD
600# ea.
500# ea.
450# ea.
DIM.
A
yr
%"
UNISTRUT
CHANNEL
SIZE A
P 2785 P 4000, P 4001 3 %"
P 1000, P 1100
P 2000, P 3000
P 3300, P 3301
P4100,P4101
P2786 P1001,P1101, 5"
P 2001, P 3001,
P 5500, P 5000
FOR BEAMS WITH W' AND UNDER FLANGES
P 1796S
USE IN PAIRS
USE IN PAIRS
WT. LBS. /C 75
SET SCREW
FLANGE INCLUDED
THICKNESS 0
Up to 3 A" %" - 16x11/2"
Up to 3 A" 1/2" - 13x1'/2"
7 /i' to 2" 1/2" - 13x1'/
'/:' 1 3W'
ALLOWABLE
LOAD
PER PAIR
450#
1000#
900#
WT.
LBS. /C
83
REC
LOAD
1000# ea.
92 1000# ea.
(A -
W "- 13x1'h"
SET SCREW INCLUDED
CHANNEL WT.
A HEIGHT L8S. /C
P 1796S 31/2" 1%" 107
- 13x1'A " SET SCREW
INCLUDED
WT. /C
39
62
74
1
P 1796S
P 1379 S
REC.
LOAD
480#
rL LI'VEL'
PCL - WA
'4. • .
P 1354
AA
SPECIAL APPLICATION FI TTI 'IGS
11" UNISTRUT CHANNEL WIDTH SERIES
WT. LBS. /C 109
ADJUSTABLE HINGE CONNECTION (P 1354 AND P 1843)
PIPE AXLE SUPPORT
STD.
PIPE WT.
A SIZE 1.35. /C
P 2354L 3" 1 220
P 2354R 3" 11/4' 220
P 2355L .3%" 2" 252
P 2355R 31" 2" 252
'one"
WALL LADDER BRACKET
P1204 —P 1208
3W
NOTCHED FOR 'h"
81/4' __. 37'h 1'/i STD PIPE
371/4° STAIR TREAD SUPPORT
P 2655
5%i"
1W'
, one"
P 2354 L& P 2355 L P 2354 R& P 2355 R
33/4"
WT. LBS. /C 213
>N. r.:-.
I
'r I;
JI
WT. LBS. /C 6.5
she"
DESIGN LOAD 20/ CURTAIN SLIDER
WT. LBS. /C 68
P 1000 3000N
P 1100 20000
P 2000 2000N
•
P 2354R & L
P 2355R & L
P 1843
WT.
B • C LBS./C
P 1204 2%" 6" 113
P 1205 41" 8" 164
P 1206 61" 10" 216
P 1207 836" 12" 267
P 1208 101" 14" 318
'
3 0
1— I
P454 O
1 a;
2W '
3 /32"
P 2454
WT. LBS. /C 148
LIGHT WEIGHT AXLE
FOR 1�" STD. PIPE
I I II
HOLE SIZE
HOLE SPACING
P 5349
WT.
A LBS. /C
5W" P 1201 12" 186
P 1202 15" 221
P 1203 18" 254
LADDER RUNG
WT. LBS. /C 220
5000 50 " PIPE COUPLING
II it . l
P 1201 — P 1203
P 1944
PIPE COUPLING FITTING
EB152001
45° STAIR TeT 1ESUPM:
P 2470 =50, -75 & -100
-Z
PIPE
PIPE
COUPLING WT.
SIZE LBS. /C
P 2470 -50 1/2,. 77
P 2470 -75 3 /4" 93
P 2470 -100 1" 103
9/16" DIAMETER WIDTH 1.5/8"
13/16" FROM END THICKNESS 1/4"
n.t {^cnrTFq
i1`•.n F » RiSL
al.4.li.uaH'._. ,i �Sin..wt.: .. .:" Rai- tue+r;4•.Ynih- 46I { jUvicl- iitiaS. li'nl:i.�i:'lrti:'�ithUF.'.re ..'.;lr�iS417ev , ',i % ,'i .ilX 4.:%:"
GA
•
S
P 1000®CHANNEL AND COMBINATIONS
1W' UNISTRUT CHANNEL WIDTH SERIES
,1 ;' J..I.a.Y:i'L 61t. Y: S: a; l< 1 . iu .i.9}j..:.O.eli.'.l%iai�:�iisb rr.ii n< n.]. tia. w�i. a..... P .,,v:317s�vC.',k?.ia.ii'N:7+;�i r5ft ? ?.. . �t�
P 1000 CHANNEL
P 1001
P 1001 3
P 1001 C3
COLUMN LOADS
14 1' /u" .244..
1 ,n "
1 -4 " - -4
2
WT. LBS. /C 335
3 .. ri V:. 3/4..
fir Lt 2 1 -1—. .916"
fi
7os
2
WT. LBS./C 190
P 1001 A
P 1001 A3
P 1001 D3
P 1004 A
P.1001 B
P 1001 B3
' /ie"
P 1000 channel and combinations are roll
formed from 12 gauge (.105 ") strip steel.
Standard lengths 10 and 20 feet.
WT. LBS. /C 670
P 1001 C
P 1001 C41
P 1003
BEAM LOADS
Allowable uniformly distributed loads are listed for various simple spans, that is, beam on two supports. If load
Is concentrated at center of span, multiply load from table by 0.5 and corresponding deflection by 0.8.
Stress 25,000 4 /sq. In. — Recommended for use where deflection is not a factor on long spans.
Deflection 1/240 span — Recommended for use when deflection is a factor. '
Column loadings are'for allowable axial loads for the unsupported heights listed and include a K value of 0.80.
For other K values see page 112. If loads are eccentric, loads should be reduced according to standard
practice.
(A -3
P 1001 K
,: ECEIVED
'=EB 15 20Di
PCL - VVA
•
z
•
~ w
re f
0 O .
CO O
N W.
W O
ga .
u) 3
I— O
Z
0 rzi
O N'
0 I—
W W
I--
ti Z
0 N
O I
z
P 5000TM CHANNEL AND COMBINATIONS
1%" UNISTRUT CHANNEL WIDTH SERIES
P 5000 CHANNEL
P 5001
ELEMENTS OF SECTION
I — Moment of Inertia
1%" -
Tip 2 r
61 „
1
L
WT. LBS. /C FT. 610
AREA OF
3 A" 17 3/4" 3/4
i • /re
— I -
1.499"
1
3'/4'
2
WT. LBS. /C FT. 305
BEAM LOADS
Allowable uniformly distributed loads are listed for various simple spans, that is, beam on two supports. If load is concentrated I
center of span, multiply load from table by 0.5 and corresponding deflection by 0.8.
Stress 20,000 a /sq. In — Recommended for use where deflection is not a factor on long spans.
Deflection 1/240 span — Recommended for use when deflection is a factor.
COLUMN LOADS
Column loadings are for allowable axial loads for the unsupported heights listed and include a K value of 0.80. For other K value
see page 112. If loads are eccentric, loads should be reduced according to standard practice.
AXIS 1 -1
CHANNEL
WT. /FT. SECTION
LBS. SO. IN.
P 5000
P 5001
3.05 .896
6.10 1.792
S r
In.
1.094 .625 1.105
6.215
1.912 1.862
S — Section Modulus
P 5000 channel and combinations
are roll formed from 12 gauge
(.105 ") strip steel.
Standard lengths 10 and 20 feet.
FEB 15 200'i
D('`I 1nrr
AXIS 2 -2
I S r
In. In. In.
.436 .537 .697
.872 1.074 .697
r — Radius of Gyration
HANGER WIRE
CLIP ATTACHMENT
C. For strong, reliable attachment of hanger wire from
open web bar joists or purlins
Fast, easy installation from floor level
t: No ladders or scaffolding necessary
F. Threads into any 1/2" threaded pipe •
it No hammering, punching holes or wrapping wire
E•. Two magnetized strips induded for use in attachment
of alp -Pur (11 801)
EASY INSTALLATION
1. Attach a 1/7 pipe extension dielectric pole available) to
the threaded end of a 1-Master tool, and place pre -wired
1-Clip into tad.
2. Insert the 1 -Clip up into the void between the two base
angles. Position the clips over the vertical flange and
pull down.
3 Disengage the tool by lifting up and out.
J-C!ip x1701)
L. Strong, reliable attachment of
pre -tied hanger wire
Use for open web bar joists
or purlins
t• Each dip fits 1/16 " -V4" flanges
1-Clip attached to the J- Master Tool
DESCRIPTION
.1-Master Tool
For attachment of J -Clipe (L1701) and Clip -Pure' al 801) Hanger Wire Clips.
111
For pos itive
wire ha nging �:
l
EASY INSTALLATION
1�
Ram set .
rowsorAsrmawsrstims
1
. ECEIVEO
FEB 15 200
P.
ADVANTAGES
J tool threads
easily into any 1/2"
threaded pipe
CLIPS USED WITH THE J- MASTER TOOL®
Cl f - ur (1.7807)
Fast, easy attachment of pre -tied
hanger wire from Z- Purlins
Disengages from J- Master tool
after installation
c Two magnetic strips attached to
1- Master tool make installation easy
1. Attach 1- Master tool to end of threaded 1/7 pipe
or dielectric pole. Lay pre -tied Clip -Pur against
magnetized strips.
2. Raise the Clip -Pur up to the purlin. Position the clip
on the 45° flange and give a downward tug, the clip
is now in position.
3. Disengage the tool by lifting up and out.
Clip -Pur attached to the J- Master Tool
.300 Head Diameter Pin
For Hard Concrete
PART
NUMBER
PIN LENGTH
In. (mm)
AUTO
FAST
060
0601
•
SA270
045
COBRA
VIPER*
VIPER
PART
PIN LENGTH
L
AUTO
t
w..
A
E
t
2VP4100
NOSEPIECE
NUMBER
In. (mm)
721
FAST
D60
0601
SA270
045
COBRA
VIPER••
REQUIRED
SOC100
1 (25.4)
i.
A.
a
A.
A.
A
.,•
I.
2VP4100
S0C125'
1-1/4 (31.8)
A
A.
A.
A.
1
a
-. _
♦
2VP4125
.300 Head Diameter Pin
For Hard Concrete
PART
NUMBER
PIN LENGTH
In. (mm)
AUTO
FAST
060
0601
•
SA270
045
COBRA
VIPER*
VIPER
NOSEP ECI
REQUIRED
SPC100
1 (25.4)
L
E
t
w..
A
E
t
2VP4100
SPC114
1 -1/4 (31.8)
1/2' Conduit clip w /1' pin
A.
`.
4.
A.
A
A.
2VP4125
PART
NUMBER
DESCRIPTION
721
AUTO
FAST ,
060
0601
SA270
045
COBRA
M70
VIPE
38BX08C
3/8' Bx clip w /1' pin
L
A.
k.
A.
A
..
a
A.
A
12EMTO8C
1/2' Conduit clip w /1' pin
A
4..
a
4.
A.
..
4
:..
4.
34EMTO8C
3/4' Conduit clip w /1' pin
r
E.
4
A.
A.
i
•
e
A
10EMTO8C
1' Conduit clip w /1' pin
t
A.
A.
A.
A.
i
-. _
A.
4
•
SELECTION CHARTS
Ceiling Clip
Assemblies
.300 Head Diameter Pin
Step Shank Pins
with Ceiling Cif
Conduit Clip
Assemblies
.300 Head Diameter Pin
Fastener
Accessories
Ladd Assembly
for L1600
' Viper tool comes assembled with the 2VP4125 nosepiece
Shank diameter = .145
• Available in 1000 -Pack
• Viper tool comes assembled with the 2VP4125 nosepiece
Shank diameter ■ .145
• Viper tool comes assembled with the 2VP4125 nosepiece
Shank diameter = .1501.180
Shank diameter = .145
Fastener is preassembled to angle clip for applications such as the hanging of ceiling wire to support ceiling ,rid.
Available in 1000 -Pock only
PART
NUMBER
2202
DESCRIPTION
Ceiling Clip w/1 -1/4'
721
AUTO
FAST
060
A.
0601.
4
SA270
A.
045
t
Fastener is preassembled to conduit dip to attach electrical conduit to concrete or steel.
PART
NUMBER
L652
PIN LENGTH
In. (mm)
1 - 1/4 (31.8)
DESCRIPTION
Preassembled pin 8 clip
Ra s 1 AI
•: E i'VCL
DEB
15 2004
PCL - WA
VIPER
4.
PART
NUMBER
DESCRIPTION
CIO
1202CF
Angle clip (no pin)
1183A
7/8 Metal washer
•
SELECTION CHARTS
Ceiling Clip
Assemblies
.300 Head Diameter Pin
Step Shank Pins
with Ceiling Cif
Conduit Clip
Assemblies
.300 Head Diameter Pin
Fastener
Accessories
Ladd Assembly
for L1600
' Viper tool comes assembled with the 2VP4125 nosepiece
Shank diameter = .145
• Available in 1000 -Pack
• Viper tool comes assembled with the 2VP4125 nosepiece
Shank diameter ■ .145
• Viper tool comes assembled with the 2VP4125 nosepiece
Shank diameter = .1501.180
Shank diameter = .145
Fastener is preassembled to angle clip for applications such as the hanging of ceiling wire to support ceiling ,rid.
Available in 1000 -Pock only
PART
NUMBER
2202
DESCRIPTION
Ceiling Clip w/1 -1/4'
721
AUTO
FAST
060
A.
0601.
4
SA270
A.
045
t
Fastener is preassembled to conduit dip to attach electrical conduit to concrete or steel.
PART
NUMBER
L652
PIN LENGTH
In. (mm)
1 - 1/4 (31.8)
DESCRIPTION
Preassembled pin 8 clip
Ra s 1 AI
•: E i'VCL
DEB
15 2004
PCL - WA
VIPER
4.
LICENSE DETAIL INFORMA2IION Form
THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS:
LICENSE DETAIL INFORMATION
Current Filter: None
STATE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES
Specialty Compliance Services Division
P. O. Box 44000 Olympia, WA 98504 -4000
Registration# or License GBSYSI *088BS
Name G B SYSTEMS INC
Address 7202 NE 175TH ST
Address
City KENMORE
State WA
Zip 98028
Phone Number 4254820584
Effective Date 1/10/92
Expiration Date 1/10/02
Registration Status ACTIVE
Type CONSTRUCTION CONTRACTOR
Entity CORPORATION
Specialty Code AIR CONDITIONING
Other Specialties SHEET METAL
UBI Number 601353544
* * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * *
*: * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * *
* *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * *
*: VIEW CONTRACTOR INSURANCE INFORMATION * * *
New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or
return to the L &I Construction Compliance Home Page
http: / /www.lni.wa.gov/ contractors /TF2Form,asp ?License= GBSYSI *088BS
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
H,V,A,C, SCHEDULES
SUMMER SPACE 76° F @ 505 R.H. OUTSIDE 84° F db/ 68° F wb HEATING SPACE 72 ° F OUTSIDE E1 F
ROOFTOP UNIT (RTU) SPECIFICATIONS(
Fwb
7�
MANUFACTURER COOLING CAPACITY
URER
_TRANS
MODEL Vv GC,07 AIR ENTERING CONDENSER Ss FcR
VOLTS /PHASE /WRTZ I .208/ 3/ [o AIR ENTERING EVAPORATOR? Fdb/ a
1 EER RATING 7. _ TOTAL COOLING CAPACITY 3S /' MB/f BTUH
TOTAL WT.' ' he> I LBS. SENSIBLE' COOLING CAPACITY .?4fi 9 AW.41r0.
BTUH
KW
EVAPORATOR FAN PERFORMANCE COMPRESSOR INPUT
CFM /2 HEATING
(NO)
INPUT
OUTPUT
T- ST'o
CATTY
EXTERNAL S.P. ,5 'WC
ELECTRIC ( (NO) GAS (YES)
MOTOR M.P. j/3 1 HP
// SW
,- OUTSIDE MR (MIN.) ?..95' CFM
STEPS
ACCESSORIES
ECONOMIZER( •O) OR LOW AMBIENT CONTROL TO 0 F CYES)
HVAC RELIEF a(PWR) HP
DOWNTURN PLENU,` ANTI -SHORT CYCLE TIMER AUTO- CHANGEOV STAT WITH a 6
FULL PERIMETER CURB CRANKCASE HEATER HEAT- COOL - -OFF AND
THROWAWAY FILTERS 5 -YR. COMP. WARRANTY FAN -HUT N- SWITCHES IN SUB -BASE
TOILET EXHAUST FAN SPECIFICATION
Pe SOFT,
MANUFACTURER 1�2A CFM WATTS/HP V /PH /HZ
_
MODEL STATIC PRESS. 'WC RPM
clf
4. LIGHTING �fX
SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIFICATION
RPM
I MANUFACTURER N/A CFM V /PH /HZ I �' i
I MODEL 1 , STATIC' PRESSURE 'WC DRIVE (DIRECT>ORCBELT)
I
MINIMUM CFM CALCULATIONS
LEASABLE AREA x 1 5 CFM /SQ,FT. = CFM
6. APPLIANCES
NOTE MINIMUM STATIC PRESSURE SHALL BE .25" W.C.
H,V,A,C, CALCULATION FORM PHASE II
SUMMER SPACE 76° F @ 505 R.H. OUTSIDE 84° F db/ 68° F wb HEATING SPACE 72 ° F OUTSIDE E1 F
ROOF "U" = 0.05 CLTD = 68
HEAT LOSS
SENSIBLE LATENT
HEAT GAIN' HEAT GAIN
ITEM QUANTITY
FACTOR BTUH
FACTOR
BTUH FACTOR BTUH
1. ROOF AREA
G.L,A. /Y7 2. so FT.
2.55 3 75-4
3.4
. -1,Qc ', '
2. CORRIDOR WALL
y96 SOFT.
4.76 236(
2.52
/ ',5•D
a OUTSIDE WALL
Pe SOFT,
2.30
1K
clf
4. LIGHTING �fX
.fie w
_COMNEC/ TIDIVg i4TZ ' 3 3413
/0 �
5. PEOPLE
GLA /L00 = I S PEOPLE 315
i. 7 ( 325 4,87f
6. APPLIANCES
SEE APPLIANCE CALC FORM -
/`'
7. OUTSIDE AIR
GLA x .2 CFM /SQ.FT q -FM 55.08 /4, a-L►' 8.64
. 5A/ 1 6.80 2 ou tp
H. FAN MOTORS
H.P. 2545
ere) .
TOTALS AI/ 3 3rase0 .21041 ... " 68$/
TOTAL = (SENSIBLE + LATENT)--- BTUH
COOLING 3 ' / 830
3
1E LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD
SUMMARY ON 'ELECTRICAL DATA FORMS'
*WALL FACTOR OUTSIDE WALLS
NORTH= 050
EAST = 1.00
SOUTH= 0. 75
WEST = LOS
REMARKS
NAME
AREA
MAKE
MODEL #
CFM
ESP
VOLT
PH
AMPS
HP
BTUH - HTG
BTUH - CLG
EER
TONS
WEIGHT
REMARKS
MAX''
OA MIN
MCA
FUSE
INPUT
OUTPUT
TOTAL
SENS.
AC -1
INTERIOR
TRANE
WCCO36F300B
1200
295
.50
208
30
34
35
.50
11 KW
N/A
35.1MBH
24.9MBH
9.6
3
410
ROOF CURB
NAME
AREA I
MAKE
( STYLE 1
DIMENSIONS
NECK SIZE
TYPE
REMARK
SD -1
'OFFICES I
ITITIIS
MCD
24x24
SEE DRAWING
METAL 'LAY -IN
NEW
SD -2
OFFICES
TTTUS
35ORS
8"x6'i
N/A
METAL GRILLE I
NEW
RG -1
OFFICES
TRUS
350RL
8'x6"
N/A
METAL GRILLE
NEW
htO -to
y
A
E' l Zi loo seop sl.'.'.
F . soo■ss pue SGJla of leeir,•:.
ueld 0a5 fool puetsaapun
_... AdOG Slid
P
}
No
LAO
EVO
d ❑
l .';3 al ❑
LI FWD 3t2 d3S
b/Q4 0
COLOR J WIDTH LEGEND:
BLUE - RETURN AIR DUCT
CYAN - SUPPLY AIR DUCT
GENERAL NOTES:
1. INSTALL VOLUME DAMPERS IN ALL SUPPLY RUNS.
2. ALL FITTINGS AND DUCTWORK SHALL BE SEALED.
3. FITTINGS AND DUCTWORK SMALL BE INSULATED PER WA STATE ENERGY CODE.
4. ALL .DUCTWORK SHALL BE PROVIDED AND INSTALLED PER SMACNA
'HVAC DUCT CONSTRUCTION STANDARDS" AND U.M.C.
5. DUCTWORK SIZES SHOWN .72E, NET INSIDE'DIMENSIONS.
C. FLEX DUCT WORK SHALL NOT EXCEED 10 FEET IN LENGTH.
7. VERIFY AND LOCATE THERMOSTATS PER OWNER DIRECTION,
GB SYSTEMS TO ADVISE ON LOCATION.
8. AIR BALANCE SYSTEM AFTER CONSTRUCTiON IS COMPLETE.
(I� O . ■"■■■■'z\'■m�R v
a ■r \11111■■% % /I ■ ■CIII\`.•
MIN MICIIIIIIIIIC121§111111EAMMI
fld10 MI0■■EEMIZI \!
NNE sfrallIMMILI F: MEIN! kt,. ,
lirE Mu- BI'I �iC ! 1 r,'ne•w1® Io1
�01'E31i"IE tic iei _
l ei I iM■11�■�111■ N■
a
I . -u�
NO CEIL NCI. TILES 1N GRID
1
EQUIPMENT 1 SCHEDULE
NOTE: 1) REPLACE EXISTING TRANE 3 TON HEATPUMP WITH NEW TRANE 3 TON ROOF TOP UNIT
2) REMOVE EXISTING TRANE CONDENSER UNIT BWA036B300A
SCALE: 1/8" = 1' -O"
OA CONNECTION
!STING AIR HANDLER UNIT
Lam= J
REMOVE EXISTING CONDENSER UNIT
GRD SCHEDULE
PARTIAL FLOOR PLAN HVAC
ALL DUCTWORK FOR JOB TO BE HARD PIPE, SPIRAL TYPE
REVISIONS
NO CHANGES SHALL `BE MADE TO PRIOR
THE SCOPE OF VJ a11TH �,
APPROVAL OF I NG DI' 'ON.
a i
'NOTE: a_w
Rev. Num.
EQUIPMENT REVISIONS PER OWNER
ISSUED FOR PERMIT
CITY OF Ili
ABM
FEB 6
,Aj NAT
/ el Ltti I D's NG G
M 0/ 0t9
RECENED
cm oP Tulcw
PERMIT CENTER
S I I I OI N S
GBS
G SYSTEMS.' INC.
HEATING • CONDITIONING
AIR EATN
AND ( WATER .BA
7202 NE 175. Kenmore,. WA's 98028 ' Phone 425.482.0584 • F. 425.482.0558
N:,,D Dote Rro Number.' D. b ch- b GLO me:
1/30/01 1610 SK G
Pr IEATTLE MARINERS TEAM STORE
SOUTHCENTER MALL, UNIT E 588
TUKWILA,,; WA
reef i.Name: i Shoat Numosr.
PARTIAL FLR HVAC PLAN I M -1
2/13/01
1/30/01
Gated
Na,th: ',N
'/
Shaeb
`1 of 1
001