Specifications RLQ.
SEP 5 2019
C7650 S. W.Beveland ILDING DI11+SION
TM RIPPEY Tigard, Oregon 97223
CONSULTING ENGINEERS Phone: (503)443-3900
...r Fax: (503)443-3700
STRUCTURAL CALCULATIONS
PROJECT: SCHOLLS BUSINESS CENTER—NEW SIGN BOARDS
LOCATION: PORTLAND,OR
VALIDITY OF PERMIT
CLIENT: KG INVESTMENTPROPEERTIES THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION
DATE: August 2,2019 DOCUMENTS AND OTHER
PROJECT NUMBER: 19263 DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
DESCRIPTION: NEW NICHIHA SIGNS REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
TABLE OF CONTENTS:
ITEM SHEET NUMBER
SKETCHES SKI—SK4
CALCULATIONS 1-2
OFFICE
C PROtitp
011.1 utP
41
CITY OF TIGARD
REVIEWED FOR CODE COMPLIANCE
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1MTM RIPPEY?S. 0\..�5 S\ J �..h;, VD BY Z1\11--
DATE
CONSULTING ENGINEERS .F ,)ILO
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7650 S.W. Beveland St, Suite 100 JOB NO I("' 2"-4'O
Tigard,Oregon 97223 dt��
Phone(503) 443-3900 SHEET or OF
1. THIS CONCEPTUAL DETAIL IS A GUIDE FOR INSTALLATION OF NICHIHA PRODUCTS.
ARCHITECTS/ENGINEERS/CONTRACTORS ARE RESPONSIBLE FOR SUCCESSFUL APPLICATION WHICH DEPENDS
UPON SUBSTRATE DESIGN AND CONSTRUCTION BUILT IN ACCORDANCE WITH BEST PRACTICES AND LOCAL
- BUILDING CODES.
2. NICHIHA PANEL REPRESENTED HERE IS 5/8" NICHIHA PRODUCT, ADJUST ACCORDINGLY FOR OTHER NICHIHA
PRODUCT THICKNESSES.
3. SHEATHING REPRESENTED HERE IS 5/8" EXTERIOR GYPSUM WALLBOARD, IF USING OSB OR PLYWOOD ADJUST
ACCORDINGLY.
J . 12 �— METAL-COMM'
FACE FASTENER
NICHIHA SPACER -.,y
TOP OF PANEL :, tU ; L{ (4`' & P<O
DETAIL / x -1 /il f/ �z- �. �ire p+ y�
u 1 -1_44__,,,,t--
14 Ly
�`r ricin. .-x(..e-t,6 f STu�D ) i T`\('
,,.._.. , C FRAMING MEMS R qIr�—� �/... / _ -'T
SUPPORT CUP r
DETAIL
-. --— NICHIHA CLIP FASTENED
;F - f ON STUD
is -W€ rTHER--RESSSTAN-T-Bi RR1ER
� ' ', SHEATHING ( `r�iTJ11*•)61 *�v
.--- �tI tN e 1
.
STARTER .: , _.,_
TRACK DETAIL ' NICHIHA STARTER TRACK
NICHIHA ESSENTIAL
_.\ . '.
-.4110 ` STARTER FLASHING
L
a MIN. 1-2"ABOVE HARD SURFACE OR MIN. 6"
n ABOVE FINAL GRADE
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NICHIHA HORIZONTAL AWP WALL SECTION WIT-ft?ARAPET
SCALE:1 1/2"=1'-0"
vk4
16mm
(`/")
Front Face
145mm
[5-11/161
8mm
[5/16"] T-
1818 mm
455mm
(-71-9/16") (-17-7/8") 455mm
(-17-7/8")
d
°d
10mm
HA")
Back Surface
15mm
t (-°%")
455 mm (-17-7/8")
PANEL SECTION
t 18mm
10mmHA") SCALE: 3"= 1'-0"
(—/") II-
CP
NICHIHA VINTAGEWOOD 1818 PANEL DETAIL
SCALE: 1"= 1'-0"
cA
119-5/16"
[3030mm]
O O O O O O O O O O O O C O O O o O
Track Section
(8mm)
1 3/16"—LiSheet Steel Thickness: 3/4" 1.2mm
[30mm] ( )
W/ Galvalume Coating: 1.3mm
Minimum Yield Strength: 27,500 psi
Min. Tensile Strength: 50,000 psi
1Ys»
(17.5mm)
NICHIHA ULTIMATE HORIZONTAL STARTER TRACK - FA700
SCALE: 3" = 1'-0"
JEL778
JEL788
26""(660mm)
Clip Face
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
---------------------------------------------------------------- --------------------- ----- ----- ------------------- ---------------------------------------------
----------
LJH18mm
I
O O O O O O O o O Clip Bottom
1 50mm 60mm
-Joint Tab Attachment —JEL 778 SECTION —JEL 788 SECTION i
(For AWP-1818 only) 9 - Sheet Stee I Thickness :3/64' (1.2mm)
3-1 16" (76.27mn Min. Yield Strength: 27,500 psi
51
Min. Tensile Strength: 50,000 psi
rl n rl flu_ 40 Steel Anti-Corrosion Coating ZAM
�ETie"
v :U: :U: ;U, Y -i'
34p
I i i a 411' li07.9mm) < n (19.8mm) A.
'.vNvCorrosion Coating:ZAM l `
Steel Thickness:Y2 (0.8mn)
Joint Tab Attachment for AWP 1818E / , E �_
%'
fastens to Clip. '2 I a o
ci
l v "I
Nichiha AWP Clips : JEL778 and JEL788
Match clip to appropriate panel thickness per
Nichiha installation and product literature.
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Imi‘ 111 RIPPEYBY 141'`+'1 DATE � ( (i
CONSULTING ENGINEERS
CHK BY DATE
7650 S.W. Beveland St, Suite 100O-4042
JOB a -4042
Tigard, Oregon 97223
Phone(503) 443-3900 SHEET I 0F_
Code Compliance Research Report CCRR-0299 Page 6 of 12
TABLE 3—ARCHITECTURAL WALL PANEL DESIGN LOADS FOR NEGATIVE ASTM E330 TRANSVERSE LOAD5'6
Nominal Required
Minimum Clip Allowable
Panel Panel Required Clip Fastener
Tested Framing Material 3 a Fasteners into Design Pressure
Thickness Orientation System ' Withdrawal
(in) Framing (psi) Capacity(lbs)1,2
18-ga Steel Studs JEL778 Steel Clip 16 in spacing 58.0 145.1
7-Horizontal,„/ 16- a Steel Studs JEL778 Steel Clip 16 in sem.acing15.
-- (-11-2 x 6 D.F.Studs JEL778 Steel Clip 6 in spacing 63.6 158.E
L2/_.8.;
7/16-in APA Rated OSB JEL778 Steel Clip 4 equally spaced 57.6 63.0
5/g/g ft screws per clip
16-ga Steel Studs(18 in 4 equally spaced
Vertical o.c.)5/8-in Glass Mat JEL778 Steel Clip screws per clip 92.9 101,6
Gypsum Sheathing
2 x 6 D.F.Studs JEL778 Steel Clip 4 equally spaced 89.5 97.9
3/4-in APA Plywood screws per clip
3/4 Horizontal 18-ga Steel Studs JEL788 Steel Clip 16-in spacing 58.0 145.1
7/8 Horizontal 18-ga Steel Studs JEL 788 Steel Clip 16-in spacing 58.0 145.1
Notes:
1.The required fastener withdrawal capacity is based upon 18-inch deep panels and the corresponding clip/fastener spacing. The calculated value indicates the
fastener withdrawal capacity required to ensure the full siding capacity is utilized. Any fastener to frame/sheathing combination that meets the required
fastener withdrawal capacity,has a minimum head diameter of 0.375-in,and has a minimum shank diameter of 0.134-in may be used to anchor the clip system
to the wall.
2.The required fastener withdrawal capacity may be reduced by the ratio of the Actual Design Pressure to the Allowable Design Pressure:
\ Reduced Required Withdrawal _ Required Withdrawal Capacity X Actual Design Pressure
Capacity (from Table 2) Allowable Design Pressure
3.Refer to Table 4 for Nichiha Clip System Descriptions.
4,Refer to Fig.1 through Fig.4 for Nichiha Clip System Details.
5,Vertical panel installation is valid for 119-5/16-in VintageWood,RoughSawn,EmpireBlock,IndustrialBlock,Ribbed,and Illumination product only.
• 6.Reference Nichiha Installation Guidelines for proper installation procedure.
7,Values for horizontal clip spacing are based on a minimum of 2 fasteners per clip. Values for vertical clip spacing are based on a minimum of 4 fasteners per
clip.
TABLE 4—CLIP SYSTEM SUMMARY1'2'6
Nominal Panel Panel a Rainscreen Starter s
Thickness(in) Orientation Clip System Gap(mm) Track3'4 Panel Clip
inimum
Part No. Material3 Thickness(in)
\ 5/8 Horizontal JEL778 Steel Clip 10 FA700 JEL778 AISI/SAE 1015 0.047
Vertical JEL778 Steel Clip 10 FA710T JEL778 AISI/SAE 1015 0.047
3/4 Horizontal JEL788 Steel Clip 10 FA700 JEL788 AISI/SAE 1015 0.047
7/8 Horizontal JEL788 Steel Clip 10 FA700 JEL788 AISI/SAE 1015 0.047
Notes:
1.CIip systems shall be used with the corresponding panel thickness and orientation show in Tables 3 and 8 of this CCRR.
2.Fasteners must have a minimum head diameter of 0.375-in.,minimum shank diameter of 0.134-in.,and be capable of resisting the withdrawal requirements
indicated in Table 3 of this CCRR.
3.AII starter tracks and panel clips are manufactured using AISI/SAE 1015(or better)steel with a minimum yield strength of 27,500 psi and minimum tensile
strength of 50,000 psi.
4,The starter track steel has a Galvalume"coating.
5,The panel clip steel has a ZAM.coating consisting of zinc,aluminum and magnesium,
V
ID
130 Derry Court •York • Pennsylvania • 17406
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