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The FW-120 panel is a concealed fastener wall and liner panel that provides a flat appearance. FW-120 is commonly used
for architectural, commercial and industrial markets. The heavy gauge offering provides for large spanning capabilities,
particularly in composite wall applications. City of �figard
fFF CCF 'OPY
Approved Plans
' Features and Benefits: By.4._ Date Jc- X19
• FW-120 is available in a flat profile with no bea , one bead or two beads.
/ / • The FW-120 Panel has been tested by a certified independent laboratory
in accordance with ASTM test procedures for Air Infiltration and Water Penetration
at the sidelap.Test results show no air leakage at 1.57PSF and no water penetration
at 6.24PSF differential pressure.
12" I 11/2" • FW-120 carries Florida approval.
J
al..-
FIN-120-0 Product Specifications
12' • Applications:W0II and Fascia • Gauges:24(starldard);Qand 20(optional)
6" I 6" f1+/z" • Coverage Widths: "i2° • Finishes Smooth(standard);
• Panel Attachment:Concealed Embossed(optional)
FW-120-1 Fastening System • Coatings:Signature- 300
with Bead
DCI ENGINEERS
UEB
12" x No Exceptions Taken
4" t
4"— 4" 11/2" lobo 3,47-10+w1k A Submittal Exterior Metal rands
,v__Note Markings Submittal No.074120
Revise 8 Resubmit ®Approved No Exceptions Taken 0 Approved With Corrections Noted
0 Revise and Resubmit 0 Rejected
Reviewed only for general compliance with the design intent of the project and
FW-120-2 By mkolo Date 09/222019 general compliance with the information in the contract documents and
with Beads TMS REVIEW IS FOR GENERAL CONFORMANCE TO THE DESIGN CONCEPT AND intended as an aid in preventing errors and improving coordination of the work.
CONTRACT DOCUMENTS AS TO THE STRUCTURAL ELEMENTS DESIGNED BY DCI Any anion shown is subject to the requirements of the plans,specifications and
ENGINEERS.REVIEW OF ANY NON-STRUCTURAL ELEMENTS DEPICTED IN THIS terms of contract.We do not assume responsibilityfor design of items,checking
SUBMITTAL HAS BEEN SOLELY FOR THE PURPOSE OF EVALUATING THE IMPACT ON dimensions,fabrication process and techniques of construttbn or coordination of
THE STRUCTURAL.ELEMENTS DESIGNED BY DCI ENGINEERS.REVIEW OF THE work with other trades.You should confirm and conflate all dimensions at the
SPECIALTY STRUCTURAL ENGINEERS(SSE)DESIGN IS FOR CONFORMANCE TO jobshe.
DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE BUILDING AND DOES Submitted By: Howard Date_Sep 23.2019
NOT RELIEVE THE SSE Of RESPONSIBILITY FOR THAT DESIGN.MARKINGS OR
COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM
COMPLIANCE WITH THE CONTRACT DOCUMENTS THE CONTRACTOR
REMAINS
RESPONSIBLE FOR DETAILS AND ACCURACY.FOR CONFIRMING AND CORRELATING
ALL QUANTITIES AND DIMENSIONS,FOR SELECTING FABRICATION PROCESSES.FOR 2011 [Z:it
TECHNIQUES OF ASSEMBLY,AND FOR PERFORMING WORK INA SAFE MANNER.
www.mbci.com I shop.mbci.com
HOUSTON 1281.407.6915 ENNIS,TX I 469.256 8255 MEMPHIS,TN 1662.298.2337 ROME,NY 1 315.3/1.4330
ADEL,GA 1888.514.6062 INDIANAPOLIS 1317.3644329 OKLAHOMA CITY 1405.492.6968 SALT LAKE CITY 1 385.715,2i,.'
ATLANTA I 678.337 1619 LUBBOCK,TX 1806.224.2724 PHOENIX 1480.630.3022 SAN ANTONIO 1210.888.9768
ATWATER,CAI 209 445 3891
— ITlr
CONCEALED FASTENING SYSTEIi = ��
FW-120 PAN E L
CATEGORY CHARACTERISTIC TEST METHOD PURPOSE RESULT
Determines the air leakage rates of
Air leakage ASTM E283 exterior windows,curtain walls,and doors 0.000 cfm/ft2 at 6.24 psf static pressure
under specified air pressure differences 0.113 cfm/ft2 at 20.00 psf static pressure
across the specimen
ENVIRONMENTAL Determines the resistance of exterior
windows,curtain walls,skylights,and No uncontrolled water penetration
Water Penetration ASTM E331 doors to water penetration when water is through the panel joints at a static
applied under uniform static air pressure pressure of 13.24 psf
difference
Provides a standard procedure to evaluate
Negative Wind Loads ASTM E 1592 or confirm structural performance under See Load Chart Section
STRUCTURAL uniform static air pressure difference
North American Specification for the See Section Properties and Allowable
Positive Wind Load AISI S100 Design of Cold-Formed Steel Structural Load Table Section
Members
Florida product approval is the approval
Roof Performance of products and systems,which comprise
ROOF LISTINGS Florida Approval ASTM E 1592 the building envelope and structural See FL#11917.3
frame,for compliance with the structural
requirements of the Florida Building Code.
DCI ENGINEERS
X No Exceptions Taken
_Note Markings
Revise&Resubmit
By mkoly Date: 09/23/2019
THIS REVIEW IS FOR GENERAL CONFORMANCE TO THE DESIGN CONCEPT AND
CONTRACT DOCUMENTS AS TO THE STRUCTURAL ELEMENTS DESIGNED BY DCI
ENGINEER&RENEW OF ANY NONSTRUCTURAL ELEMENTS DEPICTED IN THIS
SUBMITTAL HAS BEEN SOLELY FOR THE PURPOSE OF EVALUATING THE IMPACT ON
THE STRUCTURAL ELEMENTS DESIGNED BY DCI ENGINEERS.REVIEW OF THE
SPECIALTY STRUCTURAL ENGINEERS(SSE)DESIGN IS FOR CONFORMANCE TO
DESIGN CRITERIA AND COMPATIBILITY WfTH THE DESIGN OF THE BUILDING MID DOES
NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN.MARKINGS OR
COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM
COMPLIANCE WITH THE CONTRACT DOCUMENTS.TFE CONTRACTOR REMAINS
RESPONSIBLE FOR DETAILS AND ACCURACY;FOR CONFIRMING AND CORRELATING
ALL OUANTmES AND DIMENSIONS;FOR SELECTING FABRICATION PROCESSES,FOR
TECHNIQUES OF ASSEMBLY;AND FOR PERFORMING WORK IN A SAFE MANNER.
Descriptions and specifications contained herein were in effect at the time this publication was approved for printing.In a continuing effort to refine and improve products,MBCI reserves the
right to discontinue products at any time or change specifications and/or designs without incurring obligation.To ensure you have the latest information available,please inquire or visit our
website at www.mbci.com.Application details are for illustration purposes only and may not be appropriate for all environmental conditions,building designs or panel profiles.Projects should
be designed to conform to applicable building codes,regulations and accepted industry practices.If there is a conflict between this manual and project erection drawings,the erection drawings
will take precedence.MBCI's insulated metal panel product line is manufactured by Metl-Spane. n5-17
14_
0
Metal Roof and Wall Systems
CUSTOMER CHART
FW-120-0 22 Ga.
Negative Design Loads (psf)
Design
Span 1592 Load
Load
WAN KVWV
3.50 152.10 87.41
4.00 132.60 76.21
430 113.10 65.00
. 7471,4*
5.50 87.54 50.31
6.00 81.47 46.82
630 75.40 43.33
Notes:
1) The above loads were derived from uplift tests done in accordance with ASTM E-1592
2) Ail values are interpolated from tests performed at spans of 3%0",5`-0*and T-0".
3)Panels were evaluated with a stictch screw located at the supprot locations
4) Test results are highlighted.
5) Design Load contains a 1.74 factor of safety.
6) These values do not consider fastener pullout or pullover,dip attachment must be designed separately.
7) This material is subject to change without notice. Please contact MBCI for most current data.
Effective Date:January 27,2014
The Engineering data contained herein is for the expressed use of customers and design professionals.Along
with this data,it is recommended that the design professional have a copy of the most current version of the
North American Specification for the Design of Cold-Formed Steel Structural Members published by the
American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for cold-
formed steel components.Along with the Specification,the designer should reference the most current building
code applicable to the project jobsite in order to determine environmental loads If further information or guidance
regarding cold-formed design practices is desired,please contact the manufacturer.
FW-120 Cs®
GENERAL INFORMATION
PRODUCT CHECKLIST
Fastener#1 Fastener#1A
L NNW I�III'IIIII!Illlllll�`
1A"-14 x 1"Self Driller 12-14 x 1" Self Driller
5/16' Hex Washer Head, with 5/a" O.D.washer ❑ 5A ' Hex Washer Head, with no washer ❑
Fastener#12A Fastener#4
0
IIIIUIYII�II�'IIII'1�I111�` r— a
IVII�IU �
12 x 1"#2 Phillips/Square Drive 1/4"-14 x 7/8" Long Life Lap Tek Self Driller
Pancake Head Self Driller ❑ 5/1s" Hex Washer Head,with sealing washer ❑
Tube Sealant 1/2" x 3/32" Tape sealer
Nit
HW-540 Urethane White ❑
HW-544 Urethane Almond ❑ HW-507 ❑
HW-542 Urethane Bronze U
SUBJECT TO CHANGE WITHOUT NOTICE SEE WWW.mbci.COm FOR CURRENT INFORMATION REV 00.00 FW-15
FW-120 �®
DETAILS
Panel Attachment
FASTENER#1A WALL GIRT
@ EACH SUPPORT
CROSS SECTION
OF PANEL ATTACHMENT
FACTORY BEAD
SEALANT
X11111 6
FASTENER#4A
@ EACH SUPPORT
FASTENER LOCATION
Notes:
1. Panels are installed to girts with one 12-14 x 1" S.D. (Fastener#1A)at each girt.
2. Install fasteners in the bead of the female leg of panel.
3. Side-lap fastener may be required based on engineering evaluation of wind loads.
SUBJECT TO CHANGE WITHOUT NOTICE SEE WWW.MbCI.Com FOR CURRENT INFORMATION REV 00.00 FW-19
CZ® FW-120
DETAILS
Typical Wall Splice Attachment
FW-120 PANEL FASTENER#1A
2 PER TRIM PIECE
:',IIIIIIF !
r FASTENER#1A
@ EACH SUPPORT GIRT
iuua.a
ril
FASTENER#1A
WALL SPLICE TRIM ;,,,,,, , @ 12"O.C.
FASTENER#1A
16 GA.2"x 4"ANGLE
FW-120 PANEL CROSS SECTION
OF WALL SPLICE
sill'''''4 %
1
ISOMETRIC OF
WALL SPLICE
Notes:
1. Fasten 2"x 4"angle to girt with 12-14 x 1"S.D. (Fastener#1A)at 12" O.C..
2. Install lower wall panel with 12-14 x 1" S.D. (Fastener#1A)at each support.
3. Install wall splice trim with two 12-14 x 1"S.D. (Fastener#1A)per trim piece.
FW-20 REV 00.00 SEE WWW.mbCi.COm FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE
FW-120 �®
DETAILS
Typical Soffit Details
FW-120 PANEL FASTENER#1A
2 PER TRIM PIECE
FASTENER#1A
@ EACH SUPPORT i"1111" FRAMING
SILL TRIM
SOFFIT PANEL
FASTENER#14
@ 12"O.C.
OUTSIDE SOFFIT-WALL DETAIL
FRAMING
MEMSOFFIT PANEL FRAMING
FASTENER#14
MIT
@12"O.C.
ANGLE
TRIM FASTENER#1A
@ EACH SUPPORT
FW-120 PANEL
INSIDE SOFFIT-WALL DETAIL
Notes:
1. Install sill trim with two 12-14 x 1" S.D. (Fastener#1A)per trim piece.
2. Install FW-120 wall panels with one 12-14 x 1"S.D. (Fastener#1A)at each support.
3. Pop rivet sill trim and angle trim with Ys"x 3/16" Pop Rivet(Fastener#14)at 12" O.C.
SUBJECT TO CHANGE WITHOUT NOTICE SEE WWW.rbCi.Cor FOR CURRENT INFORMATION REV 00.00 FW-21
FW-120
DETAILS
Inside and Outside Corners
,•, FW-120 PANEL
IFRAMING,= r
FRAMING
FW-120 PANEL ;,,,,,,,,L +� :_= FASTENER#14
FASTENER#14 i F @ 12"O.C. , I
@ 12"O.C. FASTENER#1A FASTENER#1A
INSIDE CORNER @ EACH SUPPORT I @ EACH SUPPORT
TRIM
Aar
FURRING ZEE... 7,e,:
FW-120 PANEL
xvw+n,uor ,.�sasaa..-..•e,ra
vw w'j�4
INSIDE CORNER OUTSIDE CORNER FURRING ZEE
TRIM
OUTSIDE CORNER
MASONRY
WALL
;jump.
FASTENER#11
@ 36"O.C. I FASTENER#1A
MASONRY @ EACH SUPPORT
CORNER TRIM
FASTENER#14 I
MASONRY DETAIL @ 12"O.C. FURRING ZEE
FRAMING
FW-120 PANEL
Notes:
1. Attach FW-120 panels and furring zee to framing with 12-14 x 1" S.D. (Fastener#1A)at each support.
2. Attach corner trim to FW-120 panel with Y6" x 3/16" Pop Rivet(Fastener#14)at 12" O.C.
FW-22 REV 00.00 SEE WWW.111bCI.Co11'1 FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE
OFFICE C 4 PV
CITY OF CARD
VIEWED FOR C' DE COMPLIANCE
Appro ' [ 1
OTC:
Permit#:
Address:
Suite#:,
By: Dates •
VALIDITY OF PERMIT
THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL.FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
FOR OFFICE USE ONLY—SITE ADDRESS:
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard . COMMUNITY DEVELOPMENT DEPARTMENT
li
111 Transmittal Letter
T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: Tom Hochstatter DATE RECE Li P
DEPT: BUILDING DIVISION / E
D
SEP i 0 2019
FROM: Jordan Howard C ' OF TIGARD
B. LDING DIVISION
COMPANY: UEB Builders, Inc.
PHONE: (206) 702-7845 By:
RE: 7600 SW Atlanta St Tigard, OR, 97223 BUP2018-00197
(Site Address) (Permit Number)
Tigard Self Storage
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
Additional set(s) of plans. Revisions:
Cross section(s)and details. ' tiN Wall bracing and/or lateral analysis.
Floor/roof framing. r,U (\0 i Basement and retaining walls.
Beam calculations. (b ) Engineer's calculations.
2 Other(explain): Deferre• Submittal - Exterior Metal Panels
REMARKS: Two copies of the deferred submittal package for the Exterior Metal Panels.
Package inclu• -s shop drawings, stamped by the EOR, and attachment information.
Valuation - '. .4,000
FOR OFFICE USE ONLY
Routed to Permit Te ician: Date: 10—• $" - j 1 Initials:
Fees Due: RYes ❑No Fee Description: Amount D e:
$ / 202
$
$
$
Special
Ins tions:
Reprint Permit(per PE): ❑ Yes y1] No ❑ Donem ___
Applicant Notified: V/j___ Date: /0(jl jcj Initials:
I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012