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Plans (7) . , CoN��u 1 , vvAJ � I VJ Y'1� M 6; \ 12,-ii V oo- 5,iss4 Nc., b.f.-0v_ 12k4 -- V(ri,«'Qf- W .Lt ,I �tA - I _ i I j\11,C.1Nt WENT G-114f 1 AW o-rts1. 5tC 1Q WC,E4list = q2. r . G4-1 is Pr e,t ;c„).4 \Av-\ „,1 Jat.ir V\1 VC- I0Xh14" W e-PG-`t(4,- F-Vt,IfSrPv t--)`4. 4 1 �('c i J \d l= ISO W,=.0 rD scAteva \its.'`O/c. v t,'-'-/I,c-37‘; 6.7%.)Da,. QQ �- -'0o - 714-4 -1tTeM°, FA 100 ST5Ve-Tule- WtT` -\ 1 voK1t(4 '1> tVir wod►o SSE-vet -, - :..—\\ , -- ..„-,,,,,„:„4.-L ., _ _ ; : -.IV- _ _.,:hat,.. " "Atliii4. II 1 :►,� Is d • C_ehITEArz ,VM,1 Gl--- 1`4,o/ 20,19". ' 0tw1 � '306' TURtiV' ', c 1 S. 1M1‘. TM RIPPEY �W,C \--'- �j,0I& �rDV2 BY T�l\f 1 DATE CONSULTING ENGINEERS f R)O(d �61 5( C 1 ? r 1� kJ t`� CHK BY �y DATE 7650 S.W. Beveland St, Suite 100 JOB NO ICV."42 Tigard,Oregon 97223 Phone(503) 443-3900 SHEET aV( 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. rJ. -."4 --.-."4 --. METAt-eflpttc"G . FACE FASTENER SPACER NICHIHA — `^ > TOP OF PANEL I. ' t� X1`, PerN ° p`' DETAIL_ �t. � , / ( woo-,0 `'--' c-; cet-':,,,,,I. ,\I L.:...,, ---\ I+ /v 1i.jV S J \_ 1 ___ij C f FRAMING MEMBER 111110 • • ,r` fit '1 SUPPORT CLIP _ ., DETAIL . • �---- NICHIHA CLIP FASTENED -s' Willb .ti ' ON STUD -WEATHER-RESISTANT-BARRIER SHEATHING t`(%`,t(`aYJIJ V ttoY.3 I ''DlYc3t ]JL STARTER } TRACK DETAIL NICHIHA STARTER TRACK rNICHIHA ESSENTIAL ,, , -4, STARTER FLASHING • • C MIN. 1-2"ABOVE HARD SURFACE OR MIN. 6" '.' , • ABOVE FINAL GRADE 1' •4 . .. 1'111---„, - EIII=III=1 NICHIHA HORIZONTAL AWP WALL SECTION T--H ARAET SCALE:1 1/2"=1'-0" S.14:2- • 16mm (—/") Front Face 145mm [5-11/16"] 8mm [5/161 J l • 1818 mm 455mm (-71-9/16") (-17-7/8") 455mm (-17-7/8") d ad 10mm (—%O) Back Surface 15mm 455 mm (-17-7/8") PANEL SECTION 18mm 10mm (-3/4") SCALE: 3" = t-0" (—%") I- NICHIHA VINTAGEWOOD 1818 PANEL DETAIL SCALE: 1"= t-0" cA 119-5/16" [3030mm] O C O O C O O O O O O O O C O O O O Track Section 5/46— (8mm) 1[30 16" Sheet Steel Thickness: 3/64" (1.2mm) W/ Galvalume Coating: 1.3mm Minimum Yield Strength: 27,500 psi Min. Tensile Strength: 50,000 psi 1)16" (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 ------------------------------------ --------- ---------- ----------------------------------------------- ----------------------- 140-n m I� \18mm O O O O O O O O O Clip Bottom I 50mm 60mm Joint Tab Attachment —JEL 778 SECTION — JEL 788 SECTION 1 (For AWP-1818 only) �8 Sheet Steel Thickness: %4" (1.2rtrn) 3-1 16" (76.27mn �-I , Min. Yield Strength: 27,500 psi Min. Tensile Strength: 50,000 psi r1 n MIL Il�L"°I Steel Anti-Corrosion Coating ZAM 01 17! IE Lo 09'1. m" us Corrosion Coating:ZAM �-1 ` ' '-' e.i Lo Steel Thickness: .2" (0.811m0Joint Tab Attachment for AWP-1818 E , E_ ` fastens to Clip. m > o �- ci v 7'7----I Nichiha AWP Clips : JEL778 and JEL788 Match clip to appropriate panel thickness per Nichiha installation and product literature. _ t j ii. i ! i ! 1 . c -30 ; \r 4 w - c& i !PON,' ev let ? \ `y' x 120,", 1(,01,..c. !�4, { I ! i t T ' % 10J wT 5i ?.,-, k1, i i ritI iVoXt E j 1 4%z-t I Gb4, o ;nom 2 :v4 -3 -� (v1-70 h �' i ' rte ,3a - lk ?./1,7 f.40.. `:?, p� C ;.rp KI.-pN�5 f z.i of f i ��LCZ�-.N StvA c.-GING, 4,C�° lit. I T : 44. E A5;,9 X 1-0,- 1 sz, i ! 2ovtAr , ILA kb TM RIPPEY BY DATE J. N. CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100JOB NO Ci��049 Tigard, Oregon 97223 Phone(503) 443-3900 SHEET I OF Z In 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 Thickness Orientation Tested Framing Material Systema,a Fasteners into Design Pressure Withdrawal (in) Framing (psf) Capacity(lbs)1'2 18-ga Steel Studs JEL778 Steel Clip 16 in spacing 58,0 145.1 /Horizontal 16-ga Steel Studs JEL778 Steel Clip 16 in_spacing 2L6. 183:5., — — 2 x 6 D.F.Stud EL778 Steel Clip2;r16 in spacing (_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: _, N„ 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,IndustrialBiock,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) Track3'4 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 10FA700 JEL788 AISI/SAE 1015 0.047 Notes: 1.Clip 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.AIl 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. OD i1�) 130 Derry Court •York • Pennsylvania • 17406 R,;Cp«„r,r IwvY \�,�/ intertek.com/building l'.f1'M'. Intertek PCA-101 ,,. A,eil,,,1'7 I