Concrete Connectors 52 and Anchors FWAZ/FWANZ Foundation Wall Angles • • • • Codes: • • Strong-Tie FWAZ attachesthrough themudsillintofoundationusingSimpson the loorsystemtoresist out-of-planeforces imposedbysoilpressure. The FWA foundationanchorsconnecttheorbasementwallsto • • • Special Features: joist spacing,allowingforamultitudeofoptionsbasedonsoilpressures. to thefoundation.SpacingofFWA anchorsisindependentofthe with nails,relying onotheranchorage(byDesigner)toanchorthesillplate separate anchorboltsintothesillplate.TheFWANZ fastenstothemudsill Finish: Material: • • Installation: Simpson Strong-Tie

to beusedfortheFWAZ onlyshallbe1 is placedonbothsidesofthesplice.Themaximumsillplatethickness Splice jointnotpermittedonrimboard insamebayunlessblocking Section R404.1. shall beusedintheirsttwobaysofloorper2012/ When loorjoistsare paralleltotherimboard, fulldepthblocking joists /blockingfor16"o.c.loorjoistspacing. for loorjoistspacingupto48"o.c.andmaybecentered between Connectors mustbelocatedwithin4"ofadjacentjoist/blocking FWAZ only—mustbeanchored tothefoundationwallwith Installed permanufacturer’s recommendations. When I-joistrimmaterialisused,backerblocksmustbeused. Cast-in-place anchorboltsmaynotbeusedasasubstitute. HDheavy-dutyscrew anchor(included). mechanically galvanizedTiten and Section Addresses designneedssetforthinSection1610.1theIBC Testing performed onmostcommonrimmaterialsandtypes. Compatible withsolidsawnjoists,I-joistsandloortrusses. Eliminates theneedofcostlycantilevered foundationdesigns. rim board with(5)10dx1 Connectors mustbefasteneddirectly totheoutsidefaceof 4. Maximum sillplatethicknessshallbe1 3. FWAZ mustbelocatedwithin4"ofadjacentjoist/blocking forloorjoistspacingupto 48" o.c. andmaybecentered 2. FWAZ spacingshallbeperDesigner. 5. HD The Titen 1. Lateral (F 6. These products are availablewithadditionalcorrosion protection. Formore information,seep. 18. Model between joists/blockingfor16"o.c.loor joistspacing. (refer toC-SAS catalog)andevaluatesthecombinedloading conditionwiththepublished F to resist in-planeshearforces HDheavy-dutyscrew provided anchor allowableloads theDesigner determinestheTiten Nails: FWAZ ZMAX No. Seep. forCodeReference14 KeyChart;refer toIBC1610.1 14 14gauge ®

10dx1 Titen HD Titen •Useallspeciiedfasteners;seeGeneralNotes. ® 2 (5) 10d x1 (5) coating;seeCorrosion Information,pp. 15–18 R404.1 ) loadsare basedonloadduration factorC ® Rim heavy-dutyscrew anchorusedintheFWAZ toresist theout-of- (F 2 " =0.148"dia.x1 ® Fasteners ® heavy-dutyscrew anchor, eliminatingtheneedfor intheIRC. ConstructionConnectors 2 " 2 (1) (1) Titen HD Titen (included) Concrete Anchor Anchor " (0.148"dia.x1 8 " x 6" " x6" ®

2 " long.Seepp.26–27 forothernailsizesandinformation. Foundation 2 Thickness 2 ". Wall Wall ". 8" 6" 2 ") longnails. D =0.90withnofurtherincrease allowed. 1 1 1 1 1 1 1 1 4 4 Rim Board Board Rim 1" OSB rim 1" OSB 1" OSB rim 1" OSB 8 8 4 4 4 4 Material " I-joist rim " I-joist rim " I-joist " OSB rim " OSB rim " OSB 2x rim 2x 2x rim 2x 2015 " LSL rim " LSL rim " LSL " LVL rim " LVL rim " LVL 8 IRC IRC " x 6" " x6"

f'

c = 2,500 psi =2,500 Concrete Concrete

880 8 8 880 880 880 880 8 8 880 880 880 880 8 8 880 880 880 880 8 8 880 880 880 880 880 880 880 0 0 705 705 705 0 0 705 705 705

2 ) forces mayalsobeused

f 4" 2 ' c loads. = 3,000 psi =3,000 Typical FWAZ Concrete Concrete Allowable Lateral F Lateral Allowable Installation ,0 1,000 1,000 1,055 ,5 1,280 1,055 ,5 1,280 1,055 ,5 1,050 1,050

3" 4

⁄

5 8 " FWAZ

f ' c Rimboard = 4,000 psi =4,000 Concrete Concrete 2 1,170 F Loads 2

21 ⁄ 4"

f 4" ' m = 1,500 psi =1,500 CMU CMU 615 —

3" 4

⁄ 5

8 FWANZ " Code Ref. 170

21 ⁄ 4"

C-C-2017 © 2017 SIMPSON STRONG-TIE COMPANY INC. C-C-2017 © 2017 SIMPSON STRONG-TIE COMPANY INC. FWAZ/FWANZ Foundation Wall Angles(cont.) Simpson Strong-Tie 8. 1. FWANZ maybeusedtotransferF 7. Values basedonaloaddurationfactorC 6. When loorjoistsare paralleltotherimboard, Designermust ensure proper loadtransferfrom rimboard intodiaphragm. 5. FWANZ mustbelocatedwithin4"ofadjacentjoist/blockingforloorjoistspacingupto 48"o.c.and 4. FWANZ spacingandsillplateanchoragetobespeciiedbytheDesigner. 3. Designer shallevaluaterimboard andsillplatedesignbasedondemandload. 2. For simultaneousF These products are availablewithadditionalcorrosion protection. Formore information,seep. 18. FWANZ Model Model may becentered betweenjoists/blockingfor16"o.c.loorjoistspacing. Nails: No. 10dx1 (2) 2x6, (2) (2) 2x4, (2) Plate 2x6, 3x6, 2x4, 3x4, 4x6 4x4 Sill 2

" =0.148"dia.x1 ® 1 Wood ConstructionConnectors andF (11) 10d x1 (8) 10d x1 (8) 2 (Quantity) Type F loads,theconnectormustbeevaluatedusingunityequation(seep.22).

1 Sill anchorage Fastener 2 2 by others " " 1 2 loadsupto310lb.Nofurtherincrease inloadpermitted. (5) 10d x1 (5) (5) 10d x1 (5) " long.Seepp.26–27forothernailsizesandinformation. Rim Board

D Rimboard =0.90. F 2 2 2 " " 1 1 1 1 1 1 1 1 4 4 Rim Board Board Rim 1" OSB rim 1" OSB rim 1" OSB 8 8 4 4 4 4 Material " I-joist rim " I-joist rim " I-joist " OSB rim " OSB rim " OSB 2x rim 2x 2x rim 2x " LSL rim rim " LSL rim " LSL " LVL rim " LVL rim " LVL ,0 ,4 1,445 1,440 1,300 ,0 ,4 1,645 1,440 1,300 ,2 ,2 1,220 1,220 1,220 ,3 ,3 ,3 ,2 ,3 1,135 1,135 1,120 1,135 1,135 1,135 ,1 ,1 ,1 ,1 ,1 1,110 1,110 1,110 1,110 1,110 1,110 (90) 945 945 945 945 945 9 9 9 9 9 895 895 895 895 895 895 895 895 895 7 Allowable F Allowable (DF/SP Sill Plate) Sill (DF/SP Installation Typical FWANZ ,5 1,485 1,050 ,5 1,315 1,050 ,5 1,410 1,050 ,5 1,275 1,050 (100) 7 970 970 2 Load Load (160) 1,120 1,120 1,120 (90)7 815 815 815 815 815 815 Allowable F Allowable (HF Sill Plate) Sill (HF ,2 1,220 1,220 ,4 1,445 1,245 ,4 1,645 1,245 (100) 905 905 905 905 905 9 895 895 2 Load Load 1,345 1,345 1,275 1,315 (160) 970 FL, Code Ref. IP1

53 Concrete Connectors and Anchors