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Specifications • RECrirairrp SEP 5 2019 7650 S. W.Beveland St: TM RIPPEY Tigard,Oregon 97223 Phone: (503)443-3900 CONSULTING ENGINEERS Fax: (503)443-3700 STRUCTURAL CALCULATIONS PROJECT: SCHOLLS BUSINESS CENTER—NEW SIGN BOARDS LOCATION: PORTLAND,OR CLIENT: KG INVESTMENTPROPEERTIES VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT DATE: August 2,2019 BASED ON CONSTRUCTION PROJECT NUMBER: 19263 DOCUMENTS AND OTHER DATA SHALL NOT PREVENT DESCRIPTION: NEW NICHIIIA SIGNS THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS.OSSC 105.4 TABLE OF CONTENTS: ITEM SHEET NUMBER SKETCHES SK1—SK4 CALCULATIONS 1-2 O PRO/CA OFFICE COW, � � CITY OF TIGARD --• c;t: REVIEWED FOR CODE COMPLIANCE � iSa Approved: ] 9, �, 20 J„I OTC: ( j y ruR 0” Permit#: a+, , a n 1 9 c�r7 a r t L PtRES:( 4 1.40 I Address: I n i..F) c w ' Iv% t,S IQ\/ Suite#: By: s f Date: 9 i q ; II (. F ! ( l t y l ) ! i . i I'--.41"7"! • fil -ft__ _ 1JTAC • M � i C;aNYv 141�a.1- 41'111094v' I tiJ 1'M�U, . j I ON - IZ- 4 --., : , ,1 /, L ' I I , I : : ! : 1 Ii Nlick-'t 0- sly I p _ I < clan b P*) rocs i tom► j ,PCZ 1?2' "N t--/N i P' si 1 P( C- atJ I I . ..1 ' ' OTA;.: `a11 0 :..W:E!G 141' 012 ' 1 Ii J C, V1 o :w ' �,'� c .-t tai Ai- . sA Ckt \3r01,-1t' -0 ; , 1, : ; 1 : : ! : 1 ' i 4 -.)T W STNlo:> E' f4' ! _ : w j h PcJ \ L p W o+r7 sGCz ' ' 1,Oto``O/` , s- GA €-ru De. K . , j . , I il I ' FA'100 67r1e,--M4-14.. -tY.L.Pc-c,A4.. WIT1�\ 1VaoX �ti4I% .1A I • woo► Sc ew S • • • - • 4::: : I - : II' eA(v 04, 6-kCJbA S't V`D 1 (S { .'- --- - �- :,:4V:- PRO/Igo : • : : : , 4... ii,61,(1 I I_ l,6" I 1 1, a,� t®s`" . ‘ I Iis* wCo I ,I M: TM RIPPEY • `c2 %i) ‘ 1--) s Clat �BY � 1 DATE CONSULTING ENGINEERS Vy r0 i':(-)0(06.1 -o I 1 &I 41 ?,.y'r`C ,/d✓ �"! 7 ''+G 7 CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO 9(1447 Tigard, Oregon 97223 Phone(503) 443-3900 SHEET 6-61-4./ OF . 1. THIS CONCEPTUAL DETAIL ISA 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. :4 ----_ mETAfreopttIG- '.I FACE FASTENER ' t NICHIHA SPACER TOP OF PANEL 5; _ u ` (r�` PSN �`� , DETAIL 41111111111,41)t:: • vJav� sc� S w � , i• : ( tA)v---0--TO"e--A-- .7"- x,c--v-\v E--.., ITC } N da`r'n �'7 ,��/ G �li�,�41 Ofd f "7 c I,�6. 2K ) s-N a , T��,�A FRAMING MEMBER11100._ i. ,_- SUPPORT CLIP ',' WOW''DETAIL . ' �-- NICHIHA CLIP FASTENED -� ,1 ON STUD y.; VIP f: ----, ': -� SHEATHING CLx(SZ1NG \A-Ic)v'°) i STARTER ' TRACK DETAIL NICHIHA STARTER TRACK • NICHIHA ESSENTIAL ., 411111bw }r STARTER FLASHING • ' a MIN. 1-2"ABOVE HARD SURFACE OR MIN.6" . a 1 ABOVE FINAL GRADE • ' • Q E - - [1 e • Q. e. • •4 . .'1• . '.1.1- -I 1= I1=111=1 I l_1I I= — E111—=11177-1 NICHIHA HORIZONTAL AWP WALL SECTION SCALE:1 112"=V-0" SV.-1- 16mm (-54 ) Front Face — - 145mm - — --- — -- [5-11/161 8mm [5/16"] 7— 1818 mm 455mm (-71-9/16") (-17-7/8") 455mm (-17-7/8") as 10mm Back Surface (-/ ) 3 15mm 455 mm (-17-7/8") 3 18mm PANEL SECTION 10mm�j (-/') �-- -r(--3/4") SCALE: 3"= 1'-0.. TC NICHIHA VINTAGEWOOD 1818 PANEL DETAIL SCALE: 1"= 1'-0" cA 119-5/16" [3030mm] 0 0 0 0 0 0 0 0 00 0 0 o a o a o Track Section 5/s»" (8mm) 1 3/16hi_ [30mm] Sheet Steel Thickness: 3/4" (1.2mm) W/ Galvalume Coating: 1.3mm Minimum Yield Strength: 27,500 psi ,„ Sys,. Min. Tensile Strength: 50,000 psi (17.5mm) NICHIHA ULTIMATE HORIZONTAL STARTER TRACK - FA700 SCALE: 3" = 1'-0" JEL778 JEL788 26""(660mm) _— CI ip 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 - - - ---------- --------------------- ---- ----------------------------- ----- LaInnLi Htamm O 0 0 0 0 0 0 0 0 Clip Bottom 50mm 60mm Joint Tab Attachment —JEL 778 SECTION —JEL 788 SECTION (For AWP-1818 only) i9/1Sheet Stee I Thickness: %4'" (1.2mm) 3-1 16" (76.27m Min. Yield Strength: 27,500 psi �, 1!` Min. Tensile Strength: 50,000 psi � _�,,_ n n n Steel Anti-Corrosion Coating:ZAM IE:. 4.—I ��' U7.9mm) a" "' E ' (19.8mm) 7.- r Corrosion Coating:ZAM i1- N Steel Thickness:Y32” (0.8m9 ` ` Joint Tab Attachment for AWP-1818 , E E / fastens to Clip. �,E a r �— Nichiha AWP Clips : JEL778 and JEL788 Match clip to appropriate panel thickness per Nichiha installation and product literature. I i -', i I ; t ^1 I i t !. 1 Ii I I I i i I i i . . I I P . ' 461. i:>� js I I ), ..;!1. �r � - 30? i I i ` r y �, pPN%- w �,Ii ' 1 x120' II � �2v P � F'170:1-1.,- 'fit G,OJwT -k. i,...: ; i ( I i W fti ry pe ) -G O1-t9 G4k,, o ihk 2 i • • i : • • i \Oyu = 1 kit idi so1% 20, a . 44- (up) C1,Df*-. ,,- 4,1:00, Czr 1 SCJ C-( iC,. b 4�,,,Xi 1' • j 71- C p -i2L3 C� -o2cA av) Zoe•p 52„o - tc� Wa�a� �c..t�- � V.1 6�4 I �/n �C I , 1 �- 2�C� �i� I , Ij ! 1M 1‘ TM L i BY Civ \ DATE% CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 �OBNO ICi2(0'�) Tigard, Oregon 97223 Phone(503) 443-3900 SHEET I or Z • inF. Code Compliance Research Report CCRR-0299 Page 6 of 12 TABLE 3 —ARCHITECTURAL WALL PANEL DESIGN LOADS FOR NEGATIVE ASTM E330 TRANSVERSE LOAD5'6 NominalMinimum Clip Allowable Required Panel Panel Tested Framing Material RequiredClipFasteners into Design Pressure Fastener Thickness Orientation System' Framin ' sf Withdrawal)2 (in) g (p ) Capacity(lbs) 18-ga Steel Studs JEL778 Steel Clip 16 in spacing 58.0 145.1 Horizontal 16-ga Steel Studs JEL778 Steel Clip16 in spacing - 6-2 x 6 D.F.Studs ) JEL778 Steel Clip_. 16 in spacing NIL 63.k) 158.9 4 equally spaced 7/16-in APA Rated OSB JEL778 Steel Clip 5/8 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 JE1778 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 1E1778 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 Gaivalume"'coating. 5.The panel clip steel has a ZAM.coating consisting of zinc,aluminum and magnesium. 00) 130 Derry Court •York• Pennsylvania • 17406 YMS nN imam °^ intertek.com/building 3°^ Intertek PCA-101 t/...fi...,.a Anrii 7n17 0? 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