Plans (12) 4
I I:\
7650 S.W.Beveland St.
TM RIPPEY Tigard,Oregon 97223
Phone: (503)443-3900
CONSULTING ENGINEERS Fax: (503)443-3700
,
SYS 5 2019
STRUCTURAL CALCULATIONS
a„79„ S&_F,r� _ yy
PROJECT: SCHOLLS BUSINESS CENTER—NEW SIGN BOARDS
LOCATION:. PORTLAND,OR
CLIENT: KG INVESTMENTPROPEERTIES VALIDITY OF PERMT
THE ISSUANCE OF A PERMIT
DATE: August 2,2019 BASED ON CONSTRUCTION
DOCUMENTS AND OTHER
PROJECT NUMBER: 19263 DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
DESCRIPTION: NEW NICHIFIA SIGNS REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
TABLE OF CONTENTS:
ITEM SHEET NUMBER
SKETCHES SK1—SK4
CALCULATIONS 1-2
PROttr
gel A?
CITY OF TIGARD ,4'—
REVIEWED FOR CODE COMPLIANCE �
. 4riTi
Approved: j J I t , =o NI-,
OTC: i I y TURNIP
Permit#: „ u p a t q, nt7 tREs:QQ a fr
c9Address: 1 ,i1 6� n ,
Suite#:
By: Date: 9 -Zed , 19.
1 i
tt,....
' o ! 1 C.ON►w 14'I=-0,, (e, '1 i VJ Y v
V 11-->e4 E_ 1 Lau c3/L
MALL 'cte, 1i, ;67i .
1
S` N
I N
' 0-,20 P PSN el-1= �t FJ -(`�' I
IDTA'l. 51(.11•1 V) CIcA1st Z '
L."1o GE- -
i U-1 ioPr E c44 \-/r0'2 \t
0 so La,1 - W 1 #- Ia k I' 14"
J,
4 P Pc.0 k Ism W n O C' sG1ze
OL 4(e)``°/c. v t�"t C-k-'\ ts U!a,.
i W ( TV\ voy1`(4" P
wore io S( GW S.
�
SNE® P OF,. t
--1 -, 2�-- -T; 0 I N g air
�h, (�t likk
I ""....„. '4.,+ 0
tar-Z 1 �
` TURNc&p.
•, 1 ES o(1 p I'
TM RIPPEY c7\,-- jr c-c., C)'; .yi { BY.Zf% 1 DATE
CONSULTING ENGINEERS /0 I'U0 / &I 64
tf.,1 ?At G
CHK BY DATE
7650 S.W. Beveland St, Suite 100 JOB NO 1q �
Tigard,Oregon 97223
Phone(503) 443-3900 SHEET vV I 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.
r• ��
FACE FASTENER
t? -� _;
t NICHIHA SPA„-----„------r.c
TOP OF PANEL — D >< \` f4` ' -N
DETAIL -� �/ Woo sc�� � V
} is W�-' "C 2 �� C C 4
, A-n w al \601 cA Lr
l f 4'
FRAMING MEMBER
SUPPORT CLIP r
COv 4
DETAIL -a:f :`' r— NICHIHA CLIP FASTENED
ON STUD
lit-P , SHEATHING (1eX15117J61 ‘"'A:)vv9
10cSk k'3 t jJ (c°i
STARTER , -
TRACK DETAIL NICHIHA STARTER TRACK
%
NfCHIHA ESSENTIAL
STARTER FLASHING
C • MIN. 1-2"ABOVE HARD SURFACE OR MIN. 6"
a. a ABOVE FINAL GRADE
da • .4•
°• .A •
a
• — =III�IIIIII�
NICHIHA HORIZONTAL AWP WALL SECTION
SCALE:1 1/2"=1'-0"
SKZ
16mm
(-%")
Front Face
J
145mm
[5-11/161
8mm
[5/16"] T—
1818 mm
455mm
(-71-9/16") (-17-7/8") 455mm
(-17-7/8")
10mm
(-3/8")
Back Surface -.-
15mm
455 mm (-17-7/8")
PANEL SECTION
18mm
10mm Ij ( / ) SCALE: 3"= 1.-0"
(~3/a") -11---
NICHIHA VINTAGEWOOD 1818 PANEL DETAIL
SCALE: 1"= 1'-0"
119-5/16"
[3030mm]
0 0 0 0 0 0 0 0 0 0
�s
Track Section
[-a— 546"
(8mm)
1 3/16" Sheet Steel Thickness: 3/4" (1.2mm)
[30mm] W/ Galvalume Coating: 1.3mm
Minimum Yield Strength: 27,500 psi
Min. Tensile Strength: 50,000 psi
(17.5mm)
NICHIHA ULTIMATE HORIZONTAL STARTER TRACK - FA700
SCALE: 3" = 1'-0"
JEL778
JEL788
26""(66Omm)
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
------------------------------- ---------------------- ----------------- ---------- --------------------------------------------------
------ ---
15.M11171
40mm I1- 1
\18mm
o o o o o o o o o Clip Bottom
1 5Omm 60mm
Joint Tab Attachment —JEL 778 SECTION —JEL 788 SECTION
(For AWP-1818 only) 9. Sheet Steel Thi ckness:%4" (1.2nn)
3-1 16" O6.27am51 Min. Yield Strength: 27,500 psi
Min. Tensile Strength: 50,000 psi
4 E.: LER jimujiii_J ��,L(� Steel Anti-Corrosion Coating:ZAM
!E-1)
.,-k ..
- 4ackzia'
��' U7.9mm)
re- U 9.8mm)
/ N Y N v
Corrosion Coating:ZAM — `
Steel Thickness:Y32" -1,1--
`
"�(0.8am) /
Joint Tab Attachment for AWP 1818 / c �_
fastens to Clip. "'
i
Nichiha AWP Clips : JEL778 and JEL788
Match clip to appropriate panel thickness per
Nichiha installation and product literature.
1
i I
;Phi ' ' 4 0bk14k-k.
It--It''' pcw ? -- o
W kA14T i SI/41- tk7'1C5
(%01--(--
-
k/J/N-0 P 01,-,-C
/ �%-.-Io G4 ,9JQ .eke 2 �
Ylt ‘v�
w�- r 1
- 4T1 ?a (\A .) O = ,? I- t i
24, a 10b I ( !p..) (1,..,,, s-- , L (o )
‘, .,
. ,,,„,,,,) 61,21--c.,-0„,,,R,, ....: 1.6 Y1,i, , 1 .
TAt. c13
r a
T (? L 3 GG.ma-o ay)
X50,9 k so,
IT 57- 014
_
� I,4� wa�a�a � -� r W4�1 / ?�
I11-10 )r 1 /4 i j 7,,,,,‘‘i:,,- - VA() (1.15- ,.; rt..f'it\) '
1.7 2ovtk r5,
.1LA lit, TM R I PE i BY2-131DATE
CONSULTING ENGINEERS
CHK BY DATE
7650 S.W. Beveland St, Suite 100 1OB NO la2(r!'3
Tigard, Oregon 97223 2
Phone(503) 443-3900 SHEET I OF
•
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 Tested Framing Material RequiredClipFasteners into Design Pressure Fastener
Thickness Orientation System 3,4
Withdrawal
(in) Framing (psf) Capacity(lbs)1'2
18-ga Steel Studs JEL778 Steel Clip 16 in spacing 58.0 145.1
Horizontal
163,a Steel Studs JEL778 Steel Clip 16 in spacing
�-- - (17 2 x 6 D.F.Studs`) JEL778 Steel Clip 66 inspacing__ 63.6 158.9
4 equally spaced
5/8 7/16 in APA Rated OSB JEL778 Steel Clip screws per clip 57.6 63.0
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 4 Rainscreen Starter s
Thickness(in) Orientation Clip System Gap(mm) Track3.4inimum
Panel Clip
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 Galva lumen'coating,
5.The panel clip steel has a ZAM.coating consisting of zinc,aluminum and magnesium.
ID
130 Court•York • Penns Ivania • 17406 Derry y cnrairn
intertek.com/buildingOrrigrAtUro
'
Intertek PCA-101
\/n.rinr..C Anril'7f117 '