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Sway brace Calcs.I I I Sheet 1 of Project: urr~t C r°~i~ r° uslir~ s Address: 1 ur°r~t c~ tip i i ra ash Struct~sre attachment fitting or tension-only b~~acing system: Length of brace: r--(~91 L'lal<e: ~cal~ `Model. j C3iameter of brace: ~ sr Listed load raising. ~ a Adjusted load rating per- `?.3.5.10.3: 6 Type of brace: ~~"8d`~U~ 4~ ~~,~~ar brace t"pipe attachment) fitting: Angle of brace: ~-°`~ I Sake: ~C~~~'C? Mcdel: ~'I{~. ~(~~ I Least radius of gyration:~ Listed load rating: ,~ ~ Adjusted load rating per °.3.5.10.3; ~ ~ -~~ LtR valuer i i I it I`~iaximum hori?ontal load: ~ ~ ~ (Provide detail on plans) r F ~'i"1~ ~~t`~®B" 0 ia~imum load: ~EE~ Brace identification no. ,(} Figure iOc? Err ~F~. ~~ {to be used on plans} °' ~ Later°al brace [~ Longitudinal br~aee [3iarneter Type Length (ft~ Tcata! ~fk;E 112 Weight per ft 1C2 Tt~taE Weight ~~ ~},! ~~C1LorF ~~E-~d~~~ w~wt , IbCft ~ Ib u i~E~~ ,; ~~ =r~~r ~F,.~, :Of~cat~a.~C3 JE3 at200~ J~ab~10~3-019 Btarrsett ~~d E31d. E3iI.mC~ eiss`~i~c~E.d~tg, 212$1200 2:00:12 iVI, 4~night Fire Praatectio 1 1 sheet ~ of ~ =roject: ~r~,e ~~ ~r~il F'r~ fi,ddr-ess. '~~~r UI'°rl~.`~ Clt~ ~``~ ~ G~l~'sraf,~r~ r Ifr tip i i race ~h er~t St!~ut4ur°e attachment fitting ~r° tension-only Bracing system; Lern~th of Brace: ' ~--" ', E~a~e; Tl~ I`lodel: Fig, ~ ~, diameter- of Brace: Listed load r-atin~: ~ ~ ,adjusted load rating per 9.3.5. I C?.3: ~ ~ q~ Type of Brace: u~~ °~ sk~ay Brace (pipe attachment) fitting: Angie of Brace: ~`~--~~ I~~al<e: ~C1~~t? f~1odel: FfC~. 7 i Least radius of gyration:' Listed load rating: a~J Adjusted load rating per 9.3.5. I Q.?: Ll`f~ value; i i rage bl ei~ I`laximum f-~orizontal load: j ~ ~i ~Pr-ovlde detail on plans) r r~r a~~a I~laximura feed: ~ Br°ace identification no. Figure q} E rs G ~ Figure ~lt?7 (to Be used on plans °~ Lateral Brace Longitudinal Brace G~i~neter Type length {tt1 Tcstf (ft) ~f UVeight per tt 1I2 TntaE itVeight d F~cac.~ '-~-gym'-~-~` '_°' ~4 IBtft 1 IB t:xclucaes tension-only bracing system Z:utoCAl3 J`~S\2Ctt~8 Job~ICDE~-~'E ~~rnett E~caad Ig. ~tl(~C.~ t3 seirnic~l~.dg, ~/2812t~0~ x:0(3:17 E~ , E~niht Fire Prote~tio i i ~ ~ sheet o~ UI~C~it~@ ~o r I~r fii0 ii r fir~fi ~~~ structure aitiachn,ent i4~ing or tension-only bracing system: Length of brace: i`'1ake; ~~~~ Model: ~1 ~~ €w _ C?iameter ofi brace: Listed load rating: ~, ;~ ~a adjusted load rating per `3.3.5. B C?.3: ~ ~ °~ Type caf brace: ~`3~t1~~ Sv~!a,. bs°ace tp=p° attachmentl fit%ing: ~ngl~ of brace: '"--Q l~`lake: ~~~; f'~od~l: iA ~E~ Least radius of gyration^~ a Listed load rating: ~~ ~ /adjusted load rating per ~.;'.a.1 C~.3: ~ ~ L/R ~ralue:^` Ga ... i i r ~ l fiil 6~taxin~um hori~ontai load: ~ $ ~ provide detail on plans) r~r Ir~Or fii0 ~laxii~turn load: ~ brace identification no, ,~ ~iur 1000 i9i ~e ~~ {to Le used on plans) -' Lateral brace ~ Longitudinal brace rilr fi c~ ilti ~ ~ ~~lfi i ~] iarraet~r Type Lerath ~~ Total ~tt~ 1/2 liht pertt 'f2 Total Veit ail ~f ~~.! ~-t-~~ p I. Ib/~ .~ Ib Ib/~k lb i~~~ i~ IbJft Ib Total Weight Ila F x1.15 ~. Ib '~ Excludes tension-only bracing system :l~~atc~~~3 JC310 Job\0f~-019 ~rr~~tt ~aa 131st. iL.~3 ~~ii~ai~.0, ~2~200~3 2;130:21 , l~niht i=ir~ F~rotecti~ I 1 ~p Sheet of ~roje~t: l~r~r~e~. ~ ~~c~l ~i~is~ ~: ,~ddr-ass: ~3~ l~r~t e~ '~'l , irr~r'I re car icy ~ w rage fita~hr~ner~ Str°u~:~ure attachment fitting or° tension-only bracing system: Length cafbrace: s_s' Mali.-: ~~ 1~1c,del: Fig. ~i C?iameter of brace: ~ ~~ Listed load rating: ~ ~ Adjusted load rating per 9.3.5.10,3: ~~ ~~ I ype of brace: ~~`i~tt~~ Q S~,~ta}' brace [~pipe attachment) fitting: Angle of brace: ~'°-a I"lake: ~~?~t? Model: ~IC~e Least radius of gyr-ation:~ Listed load rating. Adjusted Ic~ad r°ating per- 9,3.5.10.3; i~fR valuer` i ~ rage A~ ly ei€ MaXirllui73 horizontal load; ~ ~ ~~ Provide detail on plans) seer ~c~r ti Maxinaurra load: ~ Br°aC? idenTificati~n nom. Figure ~ iA6 cached. ~(? Figur>° ~i~7 (to be used c>n plans) Lateral brace Longitudinal brace rir~6r Ilfi~ .~ F ~ alt a )] C?i~rneter Type Length (ft} Tc~t~B eft) 1!2 ~9Veight per 1f2 Totel V1leight ~~ C~C~~/ ~C?~.J ~-1-~~ e ~,a Ibfft .~ Ib ~~~E~ ~'lt~. ~e-~-°~~-~'~' ~~ ~, Ib1ft ~~ Ib ~XCIIIC{eS tF.nSlC'3n-or"3~y bS~.Cif1g System :lAtsterAfO ~~200E~ Jt~b~~0~-019 urnetfi o~d idg. tLC~C~ ~eisr~ricc~lc.r, ~f2/200 2:00;2a F'i~1, Knight Fire Pr~atectic~ Ti~[sF~ o i. ~~?~ i ra ~- 1 as 1 ~a ~ ~a ~ 1,~, as grid 1'/t„ ~,~, „ l~ra~ir~ i~. t - o~aiieble ire flee#r~-alerri~ed are F-iC~4~ ~irli~h. rr - ~i~ure r~rarr~i~er-P k?ra~iri pipe si~e~ ~r~d firoi~l~, irsa~- rat ~ -The Fib. 97 is re~isic?n rr~~r~r~~~~tr~re~ ~Q per~f~r°r~~ its ir~n~tic~ra a~ a ~riti~al cc~rrrp~anerrt ~f ~ cc~r~ple~~ r~ir~ ~~ser~k~l. T ~racrr rfrrrrra, the t~ iic~ rir i"i iw ro-o~ lay ~~ rrl iii ~r `T L. rir~prc~c~~a~t. TI I T DTI ~" iTE I~1 . T€~'s~' ~ ~3g. ~~% Tc~ic~ ~i i~r. ~FsO 1 r~iti mh r9tlax. ~~arz ~~a~s€'taacm ~ ~ ~~a~~! ~.E~~a* ~.l~ t~~l 1',gx1'l~ ~a19 5'f~ ~~5* 1~9 I oad vtiil accommo+Jate up tc ~"" g~g~ at snaxina~r;n spacing. d~f3"sr~J~n~afacasssSsag Facai"std ^~ 7~i7~ ;a-npscn lwe. ('n Ana, C.~ 1 ~~~ « Pn: 9~9?37. ~R9 ~ Fax: ~?D9.737 t~~~0 ~ ~~s~a~aaaa~~ aer~r~^e QF~7~6 . C6 R~afkzfaff :d~fa^a~. ~~s€a c G~enponent of Stafe of CaWifersaia ~~HPD t~pproved Seissnir_. RPStraints Svsten2 Tr~ic~ r=;, 9C~7 ~`:~`; t, ~<, /: ~~ i ~-`` - v~ilabla~ ire ~lec~rrc~~~alv~r~iz~d ~irt~sh. rdr - ~iur~ a~tarral~~r grad ~~alisii, \ .%~ t_~~ - ~l~ en ~at~ca~. ~'!a ~ `1~ ~ 7/32 27t3~ € 32 ~ora'slat~@e with i~ofe sizes to acc~i~~m©d^cte up to 3f~f" fastener. ~;c,=b-sra@t faotory. c Ctam~~nent of S~[afe Qi Gal@font@a C)UHPC? approved Seismic Restraints Srstes~ ~~arr~t t - Thy Fig. ~- ~~ pr~cia~~caaa rra~raaa~a~~l~ar~c1 ~~ ;~~r#€~ra~i its ~aaalct~c~ra as ~ ~ri~i~~l ~~arrapt~n~a~t ~f a ~al~te br~cira~ assea~ably, T°~ nr rr rt the [~, l~ifiira r{ar i~ ~ 3C~ c~~ rall ~tt~ far L, r~rd=a~. E3§fice!~+iasacata~€rssira~ F~clsEy ~ 1375 SamFs~n air a (arena o h 32P?9 ~ Ph: 9(~9.'! x.5599 ^~ Fax: 91J~ ~3, I~33C~ a ~ ~:aas€ees~aer S€~st~~~ ~ fiM r 6.266 tiR ~ ~t?;~fe~.carsa ~~~ G ~ . Component of State ofi :aBifcrnia CJSF4P®Approved Seismic RestE`aints S~`stem fi3fwse€:f~~~Ea~ta~siszg FaeaBit~~ ~ 1375 i?ampsan bus. ~ Corona. CA 92879 ~ Fh: 999.7x7 5599 ~ Fax: ~RC19.73?.033Ci ~ ~usts~satae Seracise ~ BiID_786.52(a6 a~t.~uutsaEcra. ~ceai