e 1 ICBO Evaluation Service, Inc. 1 5360WORKMANMIU ROAD r W H T T T I E R , C A L I F O R N ~ ~ O ~ ~ I - ~ ~ ~ ~

~wrhcida~mrpwationdhelnternationat Conference of Building Officials EVALUATION REPORT Copyright @ 1995 lCm hihation W c e , hc.

Report Plla PFC4354 Reissued ApM l . 1 S

T f l JOIST, 1- JOIST, TJ IM GARAGE DOOR HEADER 816 RED 6ARA6E DOOR HEADER AND OPEN WEB TRUSS^ TRUS JOBT MACMILLAN A UMlTm ?ART#ERWlP 208 EASf MAUAFeD D m POST OFHCE BOX 60 BOISE, IDAHO 83707

l.$ubje&TJIeJoi$ TJWJoist, TJV96Garage DoorHemhr, Big Red Gange Ooor Header and Open Wb Trusss.

II. Da&pthw: A Tlt JdrPg and H d f m 1. Lnsml: TheTJl Joists are prefabricated wood I - B with Midlam hmimbd v e m lumber or solid-saw n lumber flangeg and w dented strand board (050) webs. 7W j o k k have e i l k paralM flangas forming a constant-depth joist or a single taper top flange loming a miabledepth joist Tiw w 3 panels hawthe face grain or'lented vertically and the wdHo-wb connec- tion is butt j o l M and glued to form a continuow web. The &Range connection is a proprietary, glued to1~~6-and-gnwve joint W TaWe 1 fw pist drw@thfts.

The TJI i o i i are &W with a factow-fabrbhd --down detail t ~ ~ r o v i d e s a n e ~ d r o p o f a p p d m & t ~ g w2indwatthetop of the joist. FieBd m o d i o n s oralterationsars na oerrnitted. Sea Fiwre lrordelairs.

- The T J W joist la d m l k in s h ~ e t n tha TJI IoIstexeept thefabricaMon

indudes a w d e web thidtness between ths ends and interior d the joist. The TJ 1/96 joist has a camber and a designated top flanga. The ends of the joists aretypically provided with glmd plywood h k s or limber- strand LSL on each side of the web to wppw approwd steel hqefs. See Table 2 for TJ lB joist descliption lM T J W garage door header is a prefabricated wood I-simped struc-

turd member tla fw a standard lam of either 16 faet. 9 i M or 18 fm, 9 inches. The headars are m a n W u d with a camber and have a designaEed b m m fianga. The en& and the midspan of tbe headers are provided with eithsr plywmd w Timberstrand blocking on each side of the web above h bottom flange.

The Big Red Garage Dow Header is a prefabrimted wood i-shapeQ stmural member that has a m d a r d length at either 16 feet, 9 inches or 18 feet, 9 inches. T h hmdersm manumured with a camber and an VP" stamp is provided on tb wab. The ends and the midspan of the headers are prwLded with fimberstrand" LSL blocks on each side of the w& a b m the bottom flange.

2. Mltarkk a FtPnw Range material is e h k MlemLrn brninated veneer lumM. which is maunized in National Evaluation Report No. NER-126, or lllrirach-thick machin-- (MSR) lumber, meet- ing grading luOes specified in the qludity control manual. b. W e k Oriented stland board and p m b web materials cmform

with S W r a l 1 . E m u r e 1 perforrnanmmted panel requimm and the Trus Joist M a c H i Wity control manual. Timberstrand LSL webs comply with I= ES Evahatlon Report No. 4979. c. MlmW: Exmh-type adhesives comply with ASTM D 2559.

d. Web Relafmwmlt: Web reinforcement. where applicable, rnW al e i W psywaad or TlrnRrStranbll' LSL blodrs. Wiwn plywoad b t d s are td, am MwsZngk plywood lt~lclmess or mtdtlple Laminates of glued plywood. TimberStrand blocks have a minimum 1.2 x 106 psi modulus oi &Wty.

3. DWQB 8 n d I ~ i O e s i g n andinstallirtlwr of TJI j~&~,TJ1196 joists, T J I M gange door he&ks and Big Red @rags d m hearkrs corn- pty with tfie follwrinp c o n d h s : a WmrPMo Capaw TaMe 3 specilks alhwable momsnts, shears,

sWfnesses and reactions for TJI joists. Table 4 spcsilb allowable momants, shears and MnmesfuTJ1196 joists. Table5 specifies allow able l a d s qresed in pounds per lnearfeetapplied lo thelop llangefor TJI196 garage dm heidern W L 6 specif= allowabl~ loads for the l 3 i ~ Red f l a w dow hmh. b, Wnb 81inbma: Both sides of the web ha^ web stiWelw?s at all slip-

ports when specffied in Table 3 and figure 2 for TJt wts, and wheresw- cified In Table 4 for TJVgG job& and when specified In Table 5 for TJV96 g a w door h d m .

c. U m l Sugp~rt: The wmptession flange 6i the loisti mnes m- l i n w lateral support and the joist ends require restraid ta p M n t mi- lover. Code approved methads are acceptable.

d Holw Rgure 3-8 shows allawble hole s b s and Iocrtion in the web of TJI piats. The wbs of T J W jdsts, T A M garage dwf headen and Blg Red garage door Wen are not pemr'W to Iraw holes.

e. Duration p f Lead: Ad@tntenB for duration of load accosdirrg to M w r 2304.3.4 of the code apply to the joists and h&rs and their -S.

f. IPSewka 1YPldum C o W i Lumber properties require adjust- ment in accordam with Section 23045.1 0 of the code when in-snrica moisture content exceeds 19 percent.

g, Rspetltive-mmber Use: The al-le bsndng moment for the plsts is permitted to be in~sased 4 percent when joist instahtion tom- pties wUh -the code definition of repetitive-membar use In Section 2304.1 ofthe coda

h. Mmkr Spam: Joist and header span complies wm tha cobe. Verti- calshearcdcvtatiwrsbrd~allloadswithinthespanfromface t o w of WJwm

1. D e f l ~ W ~ 0efWio11 of uniformly-loaded. slmplmpan joists and pist$ wdh a concentrated h d at midman are determined using the deReclion fwmuh in Table 3.

j. Bkskiq Pmsls: The joists lomted under bearing walls that are per- pmdlarlar to the jobs have futl deplh Polid blockillg.

k brllp Lsnplh: Tsble 3 specifies minimum M n g lengths for the TJI joists. The minimum bearing length for T J M joists is datermined using Footnate 4 to Table 4. Addftio~liy, tfw TJH6 joist can besupported by the adjustable ledger hangers shown in tigums 4.5 and 6. TaWB 7 pm- i d e s allowable ~ a p a c i t h for the hangers. 'lhe supporting member for TJl/B6 garape dow headers is quai in width of the bdton flangeand has a &inch bearing length.

Report Na PFC9354

B.Qp#Web Tnewr1.OlnrPI:Th o p e n w b ~ m W a r m web- W hm e l t k parallel, tapered or pltchchwd members. The trussas haw wood dlords, #tubed webs, and W pln web mw # n ~ . T h e r e a r e f i v e m r l e s o f t h e o ~ ~ ~ T J t , T J H . T J M , TJS and TJW Tha TJL aad TJW trusses are InWW wlth a madmum wmg to 48 inches oo centsr with sheathim nut&& d a d directly to the tDp chord. Ce i l is am &Wattached dim to the battom chord or apW to mmim or m suspended.

a TJlmOpr WIL Chwds m single 2 by4 I&er or Mimilam lumber posiaionad ftafwf9e. Wab members are mud stad tublnp con- - tochord membarswith eMwqr orsldnch-solid steal m B. T J P Web 'Clarr: Chords m two 2- by &inch nominal wood

m b e m posilSoned e-k. Web memhrs are mund SM tublng wnmdrd to chord members with etither 3/4-inehdiim sola steel pim or I1/~mItdhnetar outside steel Wes M~Q 0.165inch tube utf&less.

c T W OP#lbb=ChWdsaretwZ- by4inch nnmlnalwood mernlm po5iUoned txQtwise. Web members are m n d std tubiw mwdd to chord members with &her 5JB+r 1-inchalamster solM

pins. d T= Wlb Chords are Wo 1.5- 5- 223binch waod

naembws podthd edge#lse. Web members are mund a d tubing umnecaed to d~ord members with m r '12-or 3/4-i&diameter solid Sed pins. Tension dmd!zare corrtinwus withotltfingerjdnb, and com- pmish chords may mla in Cnper joints.

aTW OBaawlbTm~Chwdsareone2-bv5-Inch rtominatwood membws p&oned Ra-. Web members are hund -1 hrbim con- mted to chord m m h with &her ar 5/8~-dlameQar sdid s t d m 2 Wrhk a. ebordr Chords consist d e#herMicrollam laminad

vaneer lumbar, Grade 8, whlch Is r e c o g w in NER-126; or s@m-

p" d structwal lumber., graded as A (1.8E), M (2.0E), and AAA (2.2E) n aDcordance with the pualiiy contrd manual; or machinestmmatd lumber. gmded a 2IMW-1.8E 2400F-2.E and TIOOF22E in m r d - a m with grading Riles specffied In the qwMy cmtrd m a d . h b e r species are Doughs B r - k h , h, pine, hem-flr, sprucegbdr, w

spru-mle m. Lumber having glued lrsger joints are manulamred and tenslon bstd

in accordance vylth the qllality m t m l manual to form wntSnuous chord mh.

b.Wmk WebsmcoWhrmedWt~oonfwm~toASTAIA500, Grada 0 with minimum 45 ksi yiald mngth and 60 U Qrrsile strength Wore cold forrnhq. The alectrically welded tubing ends are M g t d Rat and corrtaln punched holes forthe pin comctm. Each web m b e r has a color gtripa painted at least lldnch in width for the MI length ofthe tube or otharwise continuously colw COW to permil identi- W ' o n of the tub wall thickness.

w eohr fbicknsrr Cede No. 13 gage 0.095 h h Y d l w No. 14 gaue 0.083 inch Green No. 18 page 0.065 inoh R d No. 18 gage Om9 inch Bradr No. 19 gage 0.042 inch Blue No. 20 0.035 inch Yellow

c P h CIN1*r: Th. pim are &her "l(; *Ir, SIP all-, or I-inch- dismet~ d i d sleel confnrmhg fo ASTM A 307; or I J4-Inch- d i i e b r s$el tube, hawing a tuk wall thickness of 0.166 inch. d m d n Q to ASTM A 449.

d. Bearinp Cnps: Bearing dips, having diffeaent cordlgu~ons for each open web truss series, are f a b W from A S f M A 446 steel.

e . T m Cosnscto~The -on connector isa rariablecknsily lami- r&d veneer wmpcmelrt used at splice locabions of open web tnss ten- sion chords. It has a nondensified and densified Won.The nondansM portion is fiwr jointad bo sollbsawn ierrsion chord members, and the denslfi p o r n isspliced with steel plat& on MI sides ofthe connector

wkh an ~~ number of bk rquimd by ddgn See Rgun 8 for details

8. Om- ad InsbllaEkP: The open web t m a s are &signad using acwW i w s deslgii prlnciQles and tbis report. a Mold Table 8 pmvides sectbn properties and Tabk 9

and t O provide allow~bta urdt The mp chord of th open web tr- is d e s w as a mtirmws nwmW subject to combined axial and bendjna l3s bottom chord Is Wined as an wMy M e d tam nxmk prwidad ceillnm that are directly appfii to th Ehwds.

- orstrippirg spaced not mmthan 24 inchason centwhnot weigh more than 5 pwnds per sqltarafoot. For 0th cwrdhlm, ttm bottom chord Is desipned as o Eontimrous member subjectto mbimd and bending smsm b. Wab M~mbem Table 11 p d d e s allowable tension and wrnpr~~-

slon loads for web m e m h L Pin Crmmdea: Table 12 pmvidesallowable Ws for pin mwAors

bear@ on wood TIM allwrabla Imd b t h e msultant of paralU and per- pen&utp!n:oading onhchwd member is determimed usiw thelbn- l d ~ formilla in amordance with t h md8.

d. hlm mw: T w 13 p w ~ aflOWbh reactkns d SUP- pork wWI iDearhg clips. See ngun 9.

e. hmthn d Lo* A H ~ I M ~ unit flexural stms may be I n a d in sc#lrriatm witb S W h 2304.3A of the code.

f. hgdtlw Member lk When kuss IWlatlon complies with code dafinad rep&& member use according to Sectlan 23W.f oi the mde, the allowable p d l m n l n tension and mnprmion stressas noted in T a W 7 , 8 , W 9 a r e p e r m M b b i n w e a s e d ? ~ f w N ~ n lumber snd 4 v n t for McmHm laminated vwmr Imber. p 0 M l m : OeRection of a lnifwmly loaded Inrss k approximateft

using the classic. uniformly loeckd, simple-span beam defWIon For- mula Tha mGment ol i n e a of the m consists of the top and b m m ctwrd munber withwt Eonside- reduced m from pin holes.

h. k n d w Cmitem~ The Mimllarn densffled lamlmtad meer lum- ber tensian connectw design paramdm are as bibm M beafing in waod 7,200 lb. per sq. in. Tension in denstfied net area 2,700 Ib. per sq. in. Tension In nondenstfiad area 1,970 Ib, per sq, in.

The botenddlstance eshall not b e k s t l m 4d P @ = -

1, a t c w w r m c h a v a r t p f l ~ . Where:

t = midmess of connector maasured dong the bolt, P = bad per bdt and d = diameter of bolt

M & f l ~ a n d b o l t s s h a H b ~ n e d a c c o r d i n g t o t h e c o d a -

i html hppw The -member wrnpresian chords mquh &- erd sup pPrt at laast every 24 inches. Each conneelion must be eapeble af transmittinu a mund horimntal load. Table 14 provides k a l M n t requimenk for TJS c o m p W o n chord members.

C. On6.lwr. Ars-nrls&lw RePI-wiflnfland Rowwim k e r n - bllm RefertoRpure 10fw~~celltngInthefotlmhgassemMIes may b~ #nitted over u n w b l a space bebw and the Wring may be o m W lWhWg unusable qwa ocwrs a b m

1. ~ b ~ I l o . G 1 : A d o u ~ a o d f l m , w n s i s t l n g o f a s u ~ o f 1 -inch nominalmgue-andqrom s M i n g or 'ldnch interiw plywood with &riot glrse, and a hyer of l-inch nominal tmue-and-pmvefinish flmlq orslrinch intaPior4ypa plywood finish flmring w a Layar ot Type I G d e la-1 particleboard not less than 5/8 im tkg Is suppmd by TJI joi& or open web W e s spaced not more than 24 inches on center. A suspended oeirng of 5/rinch-UW 2oot by 2-foot w 2-foot by 4-fooQ U6G FIFECODE AURATON@ tay-in amstid board is supported by an appmvd apmd 5rwaM suspension s @ m to the M o r n flange ortocold-mlled ehametsspawd notmr4feet on canter. Ins2alled over the a w ; m board are 1 -Inch thick, minimm 4-pw nbper-wbic-

~jndudklgtbedlientchmtS, isappliedto W w w d 24 hlChBP on mnta. The akhmeat to Um sb@@np is dmilar tothe mmt of the j W s described &we. llw atrPpinp is mYmum 2-lnd! by rb/~dl- grab Douglas flr lumber fw spans 10 to 5 fact, a l $ c h e d t o t h a b o t t o m c R o r d w S t h l M n a i k o r a ~ ~ g t h ~ tial and attadrmak

7. No. El: A mlnimum 5/~-imMfW code complying p iy wood ftmr IssllppPrted byTJl #- spaCedat a dmm of 2 4 ~ o n m t m . P h d wtheplywm4Isahywof t1ltIndmof U ~ m m I a o r l I m h o f p y p s u m e a n c ~ H m e n d m ~ w ~ a m ~ t o a ~ m ~ q o f # 1 l n c h s s o u m r b e r , a s/fich t q ~ h of gypsum concrete may ba used The gypsum mmte mWbemmdinacurrsntevaluafionreWt. llteceilingkanypmvimlydescribad d!lngsssamMy inSectkn 11 C

dtMsrepoR D. S U Mmg: The system B e d in paqr~ph Ill C 2 above,

when#mstrudedwilhreslhntchannslsandwhappmredpadsnd~- m - m minimum STC and IIC ratings of 50. T h a s y s t e m ~ i n p a ~ h I l l C 4 , w l t h ~ d a n d ~ , ~

m b u m STC and IIC ratSngs d SO, provided a minlmm 8 W of US6 THEIARAFIBER I m a n is used.

The system descrDbed b m r a p h Ill c 7'with aslflch GYP-CAECE tapping meds rnimmum STC and IIC m s of 50 when mra b ~II

w and carpa 1 Y I ~ ~ a s s o u n d t r a n s m W a m w n t r d m b k t m q u i n a

minlmum 11-h-thlok by 3/44nch4de s8ip d an appmwd ~~ makM f lh flow perimeter to maintain the sound rating

111. EvlLlem ~ubmRted: Repor$ of sound, Cre, and load h ts ; dab in . ~ ~ C t h l h e I C B O B A c e e p b a n m h i t e t i a f w ~ r a f a B ~ W P o d I-Joises U July, IW; d qa8y wntrol matWls.

2. Dmrlnp rod dssm m l k rrfilli~ wmplbntl vllL Ibis trr rubmffled to tLI b m MltW #or lyparal.

b AllPrahlm n t W ioWI, h h ~ , h m s , and blr ~ m a m p m s R t a d I I k ~ d f W ~ e P I I O P O I I u d In lcewdrmwltbIkcPk. . .

L sps-lma iin-lrpighrs -PI k ~~. e e r r t r u c H e n ~ l s m p ~ w m w ~ w t .

A M o ~ d ~ e r k o d w f k ~ s o r ~ ~ k p m # I I d - 6. lM p W a am m m k t m d h aamhimng locatlorn

a W h 'Cam 15. PuallQ -1 am pmvided by msewr-(-).

Page50127 Report Mo. PFG-4354

~ ~ ~ ~ m a r c r i a l i s c i r h e r ~ o d g r a a d ~ ( ~ ) a ~ b o l h d w b i c b & & d ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . %e Teblc 3 fm -c joist dcpdrs f a d j o i s t sr*lcs, --

'~langc m a m d is MkMnm venra l u m k 0. Gmrle is ex@ m m ~ l u s uf cbkiry (E = t @ psi). ~ ~ i s ~ c r r 3 / ~ ~ e ~ l u s ~ r h a t m s e t r ~ ~ n h k ~ i n ~ q u s l i r y ~ l ~ .

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- 7 o f n Report No. PFG4358

paSe8of27 Report Mo. PFE4354

Report No. PF-54

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9880 3990 41M

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1655 2085 2415 2415 2415

810 W6 wo 1480 1313

2-186 61Bd C16d 418d 518d 11-16d 18186 14166 15-led 17-16d

I= 1500 1m 1 M U

1500 m WA NA MA HA HA

16ap 15W 1500 1500 M M Nh

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rn NA

3T75 3910 4100 4100 428Q

5195 5195 JA WWO

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24 5.4

t67S I n 0 1974 2165 Z9BO 2555

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2730

. J085

21895 2750

M& 1 W O . 1lsO 1915

$470 1625

W3 1329 1751 2198 2725

4050 4050 rK13(1

4090 NA NA NA M4 NA NA

459 mS 1- 1370 1m 2275 2829 8498 4t17

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2-1W 2-rw sled +*Bd 4-1Ud ~ t e d s-iw M B d 7-1Bd aiw am

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4075 4165 1635 4675 a 5 5%00 6125 ntA 6080 8.M4

- -

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3314 3iJ

4.3 4.3 4.3 4.9 4.3 4.3

4 3 43 4.3 4.3 4.3

T M JOIST (6)

*

- - - - - *

- - - -

lm ins 1770 t070 2020 M

I675 1TIO t37U 2140 2345

- - - - - - -

1 m im 177U lS7U 2186 29eo

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4130 -5 5280 m 6410

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4130 1895 5260 5835 9410 8975 75m 8120 EW 7880 8340

- - - - - - - - - - -

61W 510d 610d 610d atw a-lw 101W t & l M rz-iod 12-10d 12-1W

w t o d n ~eporl NO. p ~ c - 4 5 ~

24 6.0 25WB W 3mQ 4.9 - - 34% S-1W - 8t20 10-fW

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TcMQJOrsrrn MI2 25 9010 W a Z 7 . 7 W 1 5 - NA M4 2 M 6 N A 2 0 8 5 n A NA Il-?m 27 890 988 2.7 m B ~ O %PD ~ B O aad 24% 2580 2560 m S-M

11 29 1180 58f 2 7 1070 1 tlBO 1160 SSd 2 4 3 6 2 7 9 0 2 7 3 O m 5M 18 a1 5196 1315 770 2 7 lQlO 1315 1915 1315 6-M 24% 9096 2970 3095 6 4 18 3.2 #SO l4?U 1005 27 wA 1470 HA l47U 7-86 N A 3 z ? O N A 9 4 W ) 786

1 PO $4 7525 1826 1275 27 m tm m I 1- m u M A 3 3 m k 4 3 8 2 5 a - w THsuJmWtS)

SIR 3 3 %46 S S 27 Nk 845 MA HA 2185 HA a85 W W 11-7m 15 7M5 1W 2.7 1O1O 1MQ 10110 lQlO M6U 289D 28W1 2890 2BWI 2-t6d

14 3.7 na~ fm aa 2.7 im 1220 tm 12-20 bw 2870 aun mo m srsd 16 4.0 I ~ M tm i 27 taw a m tm ~ s w , ~ s d 2900 ms 3245 31*5 4-IM 18 4.3 1- I= 1468 27 1M6 llCl 1 &led #A FW 9090 4-16d 20

30 11-?a

14 16 16 20 22 24 26 28 30

*?lZ 11-7iU

14 16 1iW

70 20

8112 7

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X3 31

3.8 4.1 4.4 4.6 4 9 5.1 5.4 5.6 5.9

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2785 3 m 3115 3900 3385

5820 7990 9070 1- t zw 13839 15135 16185 177M 18225 2m48

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2 5 2 7 2 8 3.1 3.1 3.3 3 5

3.2 L6 3.8 4.1 4.4 4.8 4.9 H 5.4 5.8 5 9

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Sf85 S195

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5555 7430 W15 tmis 12315 13Ul5 35525 1- If810 1- -0

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m 5 x m NA M4 MA NA IVA NA

3.4 BA 4 3.4 3.4 3.4 3 4 3A 3.4 5.4 34

NA

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mm MA

7420 1710 1970 1780 2230 24BO

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1420 1710 1735 1736 1735 1735

)U

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240

113 Bt5 8 4 848

1120 1438

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3590 9530 36M S W 3850 4 D l O

4Q75 6tU5 B050 m U

1Z5U 3250 3 1 m

W WA Mh NA M M&

1 1254 11250 I= 1250 M NA M M

MA

4.5 43 6 5 4.5 1.5 4.5 4.5

MA 3.Bd CM 6 4 &M 7-84 8-%d

3570 3?@i 9795 9795 ww Nh UA W NA

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112a It75 3175 1176 1175 NA MA

HA 1586 7725

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2345

3255

3256 N B 3 H K N A 5 0 8 5 7 - B d N A = M 4 4 m 5 & a d

53 5.3 5.3 5.3 6.3

5.3 5.3 5.3 6 3 b 53

1675 fs20 2 1 4 2550 2559 2765

3175 3175 St75 3t75

4380 1570 1735 18SS t a ~ 2U65 2Zf5 2215 2%5 2l35 2W5

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6. ~ h e n t h e v e n e e r ~ ~ m ~ i n d e n g e t h i d r n e s s o t h e r t h s n 1 * ~ c # 1 ~ ~ i ~ ~ n a l , a d i ~ ~ o f ~ p r o p e r t i e s ~ ~ reis- and Wki permilled.

7. B e a t i n g s a e s s d t h e s u p p w l i r r g m e m b e r ~ ~ a l ~ ~ ~ ~ h t h e w d e w a c u n r e n t ~ v 8 ~ r e p o n & Sheded awts 5114-inch or 7- k u h g at intermdate rtradions. 9. W h e n j o s l s a r e d ~ ~ p s p a n m e m b e r s , I h e ~ s r h e a r k W ~ l ~ d ~ a t ~ ~ a ~ r e d ~ W m e ~ n g :

F3

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14 18 18 20 22 24 28 28 30

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a 7 5

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12H 1250 1W 1m 1250 NA NA WA NA NA FIA

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4.5

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1585 1585 1725 1884 1880

2200

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4050 4100 4100 4100 4100 M4 NA NA #A NA NR

2105

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a

SIBd 2-1-1Bd 91W ClBd 4lBd 5 l B d ~ I W 8-1Bd 7-18d a~sd %lad

Report No. PFc4a

TABLE CAPACKIES OF T J m JOISTS1*

TABLE 6BIC RED GARAGE DOOR HEADER*=

lSuppon -with --(3.0inch W g leagth). ~ r o p ~ r e q r i r w ~ ~ a t ~ ~ m w m ~ d 2 4 i n c b e s m c c n t ~ ~ s ~ ~ b e ~ p m v ~ t h t m a * i m a m r t p c t i o n ~ b : m ~ l o n g v s p r n i a ~ ~ ~ k b e ~ ~ ~ l l w d w w a ~ m t ~ ~ ~ t o P L P r h s a c ~ b e ~ g l ~ ~ i n a d d i t i r m ~ i t F ~ w u ~ S D c f k u i ~ l i m i b o t ~ f o r l i v e t o P d Live Mass4 m b nperremof d U ~ ~ o n ~ t s d ~ 1 ~ o f ~ l o d w y Y ~ o f % v e b a d . i i ~ ~ ~ m b s M ~ o h t r # a l l o r d

Report Mo. PFC4354

TABLE M O R D SECTION PFIOMXES AT PIN LOGAXSOW FbR OPEN WEB fRUSSES

fA6I.E -WABLE U1JC IM WUNOS PER SWARE IYCH H#L TJL, TJM, TJH AND TJS SERES

TABLE 1 W W A B L E UNIT S T R M IN POUNOS PER SQUARE INCH K#l TJW l'WSS

M m E '

TJAAA (2700t2.2E)

TJAA W 2 . W

TJA I ~ I M Y ~ . & E )

I W q k ~ f i r - W - ~ . b e m - W ~ - p i r r e - f i r m d ~ 8 p r m - ~ k * . ~ l ~ s o ~ l k m r a p e r c d

RRORLe P d z

- pi-

Fdk12 AtEbed paeplk12

~ia

- aw 2,150 f I M 1,650 1.650

1.- 1,460

#IBP- mumm %EE

e-(lj) 3.150 3.1150

. 2.m Zm z a )

%-rn 2.160 Z7# 2.1343 2P3D 2100

rg- ph

2 4 z 2J00 f 140 2.030 Us0 I;IM

Y#

i 22

2.2 2.0 20 1.8

%- b'Pln

U I 5 2.2im 2.w I .940 1.765 3.675 1.8 Urn

rl.'m a550 2 3 Q

2 3 4 1940

- 2200 2200 1.925 1 .a25 1,700

I ,W 1.700 1 2.-

TABLE 11-AUOWABI.E LOAD ON WEB M-1

TABLE 1 2 - A U O W ~ WOOD LO- ON PW48l.p

mEa=wADmGRuN

, -lar pvrl&

' ~ u e s n u y h c ~ f o r d a r a d e n o f M ~~ - fbr Dwglss-fu W I U k l I pi- q-+a-frc. snd &gl- ppruce-wq- pint (1.W he). h ~ ~ ~ i n o l l a m c h a r d ~ , l i m i t ~ e ~ ~ n l u e b m ~ ~ 1 p n d p f w ~ ~ - h r h n 8 ~ ~ b p i a s . ~ , f i € ~ e t ~ h r a l ~ m 1 m e d 1m pwnds 6or 3 l # - i d l ~~l~ par mpclivdy-

4 ~ ~ f O T k ~ i n q t a l l e d h w 2 ~ w m i D l l l ~ m n a b e r s . s W m l m e a d ~ j n I b e ~ o C k r h s n b a 1217'

~ ~ ~ O P E l l Y n i B f R U S S E g TJW TJrr

8 855

lrm5

x 720

ljjO

x 1.075 3.990

T M

720

2,m

x 1JM4l 3,360

PLI 1*i

1,620 6.W

T M TJS

x -

970 2,XW

% 1,010

1 ,91013 ,940

PII 3-

1m 4 ,

la70

15 04 27 Repwt No. PFG4354

NAUNGm~roBEPER PLANS AND SPECIRCATIUNS. W NO CASE S W W L SRK;MGBE MORE THAN 2 4 ~ S O . C . r J E A W C H O R O MEMBER WJtSSHAU bJQT BELESSmAtdBPWYNOCI GREATER THAN 16 PENNY.

I

lad Box 6" ac. w 6" a ~ .

I& Bnx 10 6" a~r. Crmmrm 8 8'-

TABLE 1 M A N U F A C T U M LOCAtWNS

1 112" MIN. 1'-'1 r-. w*

I

WEB STtFFENER FULL ' DEPTH A S REQUIIXD

1-

(1) JOIST DEPTH LIMITED TO A MAXIMUM OF 24"

(2) STEPPED PORTION CAN BE F!AT OR SLOPE DOWN AT A MAXIMUM RATE OF 114' P R FOOT.

I..

1, WE0 STIFFENERS M U S BE INSTAUEO AT BEARING POINEI AS REQUIRED IN TABLE 3.

2* W€B STIFFENERS MUST BE IWTALlEO AT WINE OF CONCWRATED LOADS GREATER THAN -1 500 POUNDS AND ARE 70 BE NAILED IN ACCORDANCE WlT'l-4 WE WTERMEDIATE REACTION SCHEDULE H TABLE NO. II.

3. WEB STIFFENERS ARE TO BE l m u m ON EACH SIDE OF THE WEB AS SHOWN, WITH MILS EOUALLY SPACED VERTmLLYC

4. A CAP MUST BE L T ~ AT THE TOP OF WEB snmmERs AS SHOWN AT ALL BEARING CONOITIOMS. IN THE CASE OF CONCEWTED LOCUIS. WEB !3iFFENERS ARE REQUIRED AS SHOWN AND THE CAP MUST BE AT M E e m M .

5. wEe STIFFENER MATERIAL S W 8E SHEATHING MEEflHG THE REQUIREMENTS OF P S I OR PRP108 WITH THE FACE QWN PAMLLEl. TO LONG AXIS.

6, SOME HANGERS REQUIRE WEB STIFFENERS TO COMPLY WITH NAILING REQUIREMENTS THROUGH SIDE PLATE!s.

7. IF WEB STIFFENERS ARE NOT USED IM W E R SUPPOM, ME SIDES OF THE HANGER MUST EXKND UP TO LATERALLY SUPFORT M E TOP FLANGE.

WEB STIFFENER SPECIFlCAnONS ARE AS FOLLOWS:

GRADE JOlST SERlE

TJI f 25/250F/25SP/250

MlKUUM DIMENSIONS 'w" (INCHES) 1 'T" (NCHES)

I

~~1/35/3WF/35W/350/35OX/35X/3/3X TJ1/32/40P/40C/32 1

, End S u m r l

2 5/16

-. --. TJI / 4~/~5i~swjsss~/~~420/~50~~50~ ~~l/MX:j60P/424

TJ1/65/75

WEB STIFF€ NER ATTACHMENT

2 51 1 6

Coocentroted load

5/8

3 1/2

3 l / 2

MIN. BEARING DISTANCE

know Supporl

SEE NOTE 5

7 /8

, Contlnuoua TJI Jolst Support

SEE NOTE 5

r 1/2

1 1/2

Min. Beor iq ~ i s t a n c e d Min. Beorinq Distance Min. Beating ~ i s b n c e d

CONSTRUCTION GRADE 2x4

CONSTRUCTl ON GRADE 2x4

FIGURE 2-WEE STWFENER NOTES AND 0EWN.S

mi8ofn ~eport NO. ~ ~ ; 4 3 5 4

OF BEARING PLATE

PLVWOOO WEB

TA JOlST HOLE C M T INSTRWCTIONS

ROUND H- - Fw simpla sp- and unifwm bods wm the table obbvt to determine hole sizes. SQUAW HOLES - om h& i z e s are determined by multiplying the maximum round hob diameter ? a fact- of 0.8 w and 0.7 fw OSB.

'RPLL: HOLES - Where more thOn om hole is desired. the omwnt of wood between holbs must eqwl %n or OK-d twice the dimster of the kg-t h e or twiea the side of the largest square ho?: CANfllElYERS ANO CONlWUblff SPANS - For undormly loodad c a n t h m and continuqus TJI, p~sts. Iha hks must b loeatad 1 inch forther from the support for so& foot of clear spon In oddltmn to tb dues indicdad isl the table o m . S P E W - Excuptior# to +iw - @ ~ o ?y bt m i b k throu ' s w h l inquity. R W E - Do not cut the jorrt w~ttun 4 ~nthcs of the sup o centerline. otherwise a 2 inch hok con br E U ~ in the web onrwhre. M E TOP AND BOTTOM F&GEs MARE N M R TO BE CUT - The s~zes qiven in - - --- toNs are l;ok sir& hot duct sir&.

- FOR JOISTS with I& inch ond 1-75 inch wide x f -5 inch thick flqn es - W M e mwe than thee-forsths th depth of the web 1s removed. 1 (mi musL be added LO the dlr?~nce.

FLANGE

I I I

-

the

of

7,

AGURE3."LOWABLEHOLESL2E CHART

Page19of27 Report No. -54

FLANGE I

I ORlENTED

STRAND BOARD W E B

' W p&ieukr hdc diam&sr,is given in U# tnbk. b mxt Wgwt uzc d d e r Indicated oharld be YOCdYOCd

Instructions: 1. From the Hole Factor Table A, for o specific joist depth and hole diameter. the M e foctor is obtained. 2. Using the hole foctor and the spon of the joist the minimum distonct from center line of support to the centet R e of the hde can be obtained from the Toble B. 3. The krsfwtionar noted at the bDttwn of Fgum 3A a r e a b a p p l k b t o O S B ~ ~ b s .

~ l n v l l l ~ p m * w e E F R O u f f f ~ f b P a F H O L E

j HOLE FACTOR 1

CAUT10N: DO NOT SHOOT HILT1 WtS THROUGH EXISTING HANGER

H O E I.

FOR LEDGER HANGERS BEARING OF1 WOOD USE STEEL LEDGER N 2 W MA1I.S FURNISHED BY TRUS JOIST M o c M l W

FIELD W E U l WITH 4-1 INCH BY 5/16 INCH FILLET WELDS OR SHOOT DOWN WITH 4-EDS 19 P I 0 HILTI NAILS OR EQUAL

3/4 INCH BY 6 INCH GR. 2 BOLT, NUT AND 2 FLAT WASHERS FURNISHED BY TRUS JOIST MaeMlLlAN

A BEAM WIDTH 1 INCH 4-1 /2 INCHES TO 6 INCHES

1 1 -5L8 tNCHES 6 'INCHES AND WIDER

N20AN NAILS FURFt6Hu)- BY TRUS JOIST MacMlLLAN 3/4 INCH BY 6 INCH GR. 2 mLT, NUT

AND 2 FlAT WASHERS FURNISHED

I BY TRUS JUST MOCYLIAN K

I

MGURE &TJW JOET IIIIJUSTABLE LEOGER HANGER

+

- NOTE: FOR LEOGER HANGERS W I N G OM WOOD USE N20AN NAILS FURNISHUI BY TRUS JOIST MocUlltAN

00 NOT SHOOT HlLfl NAILS THROUGH EXISTING HAMGER

r sTEn LEDGER

4

FlEU) WELD WITH 5-1 INCH 8Y 3/16 INCH FILLET WELDS OR SHOOT DOWN WtTH 6-EDS 19 P I 0 HltTt NAILS OR EQUAL

2-314 INCH 8 Y 6 INCH GR. 2 BOLT, NUT-AND 2 FLAT WASHERS FURNISHED

-23of27 Report No. PF435r

b 0

-BEAlarE:wATE TJL TOP CHORD 8EARIEH; TJL 'NO-NOTCH CUP" TOP CHORD BEARING

-RE -# WEB TRUSS DETNlS

Page 24 of 27 Report No, PFC-4354

FIGURE M F E H WrJ TRUS-S MTAIWContInusd)

SI 1-In ro e* ru

TJS TOP CHORD BEARING CLIP

s2

w

*

yS-itmucarpr s lar (r -1

.rue-

TJM "PEDESTAL" CLIP TOP CHORD BEARING

w I-Ifl to a w L U r r u u p o c M

I- l f l Ia U wLS I Y ~ Y U t l P l P D L

I

TJS BOITOM CHORD BEARING CUP TJM 'ANGLE" CUP BOTTOM CHORD BEARfNG

WI 1-w lo PT U

W C - t O E W M 5 - t W L D I E )

w r . r w w

TJM "S" CLIP TOP CHORD BEARING

B 2 w e - m r u c - r m ? w

t

T T w m t w r c r a

fJM "r CLIP TOP CHORD BEARING

fJM "T" CUP BOTTOM CHORD BEARING

WI

ELfl

yr - t r E Y T M I W tT -1

+rLle-

TJH "PEDESTAL" CLIP TOP CHORD BEARING

FIGURE- WEB TRUSS DI3-m

M y r - r o r ~ ~ - s l o u ~ ~

.*Us-

TJH "T CUP TOP CHORD BEARlNG

El4

t y - r w m

TJH "r CUP BOTTOM CHORD BEARING

ASSEMBLY C - I . r . DOUBLE-WD FLOOR 2. T* a OR OPEN WEB TRUSS. J. n m E PROTECTION. 4. 24-iNCH X 49-INCH RECESSED LIGHT FIKTUK . 5. COILED-ROUED CHAEPIELS. 6. 12-INCH AIR DIFFUSER. 7. USG T Y R W B W OH FIBREX F3X Y1N€RAL WOOL 8UIPIKEl'S. 8. S/B-INCH I4CW- PANELS 24 INCHES X 24 INCHES

S U M D 0Y AN APPROVED EXWSED FIRE-RAW m m SUSPENSION M M .

ASSEMBLY C-2. 1 . 3 / 4 - w m TOHGLE-AND-GROM Ptw000. 2. TWO MERS I/2-INCH TYPE X CYPSUM BOARD. 3. TJP Jam m wm ~ R B muss.

ASSEMBLY C-3. 1. JJ4-IW TUNWE-ANO-I;ROOV€ PLYWOOD. 2. ~ 3 1 6 OR OPEN WEB TRUSS. 3. 5/8-IhlCH X 24-HCH X 24-iNCH PAMUS. 4. FIXTURE PROTECTION. 5. t/2-INCH TfPE X WSW W W D A R D . 6. 24-1WH X 48-WCH RECESSED LKW FIXTURE. 7. 6-INCH X 12-INCH OPENWG FOR RETURN MR. 8. 12-INCH DIAMETER DIFFUSER OPENING. 9. STEEL SUSPENSIO# W.

-RE 3-1- ASSEMBLY

Pagc27dTI Report No. PFC4354

ASSEMBLY C-4. 1. ~ - U ~ ROOR OF 3 / 4 - l M TONCUE-AM]--

PtrwOGD. 2. f* OR OPEN WEB TFIVSS. 3. W. 26 GAUGE GKVANIZOP SCEEL FURRING C m INSALL- m PERPCMD~CL~UR TO JOISTS. FURRIM WNW SPACED 1 1/2 INCHES FROU AND ON E4Ul QDE: OF WALLBOARD END JMMS AND 24 WCHES ON CENTER AWAY FROM M U JOIHTS. CHANNEL SECUED TO JOISTS WITH SUPPORT CUPS (ITEM 4) AT JMST LOUTIOM. AT CHANNEL 5WCES. AOJACEHT HEWS W E D 6 INCHES AM0 TIED W W DWBU !!XRANt Of NO. 18 SwG GALVAHZEO STEEL W E AT EACH EN0 OF OVERIN.

4. SIIPWN CO. TYPE CSC S U M CUPS TO BE USE0 TO %SLIP. WKT FURF(ING CtfANNEtS AT THE INTER5ECTK)N WITH EACH JOST. SVmORf CUPS W L E O To StDE OF JOIST BOTTOM M E WlTH 1 112 INCH LO% NO. 11 GAUGE WL

5. SLWUZER sFFUP (NOT SHOWN) - 314 tICH X 6 WCH NO. i W E GALVAMZm STEEL STRAP USED M PREVENT ROTAT#)N M SUPPORT CU% AT WALLBQARO END JWNTS AHD ALOElG W

6. 1 W H (6 W UINtWY) USG WERhWlBER OR F t W FBX YNERlll WOOL F1RE PRWFING.

7. 1/2 WCH USG TYPE C F I R E C ~ GYPSUM WAUBaARO.

ASSEMBLY C-5. 1. DOUBLE-WOb FLOW. 2. T@ JOET OR OPEN WEB TRVSS. 3. AM APPRCMD CaUNG m T E Y THAT W l U PROMlE A

IO-UWTE FIMW WING. sa PA~~ACRAPH 111. c5 F O F ? A ~ ~ l J ~ A N A P P R O V E D c U U m ; S Y S T E U THAT PROMDES A a MINUTE WISH wntJG,

ASSEMBLY C-6. 1. 3/4 HCH TONWE-AND-GROOVE PLYWOOD. 2. 5/8 HCH USG TYPE C FIRECOD@ CUPSUM WALLWARD. 3. TJ@ JOIST (w55. TJ165, U175. OR TJLSSO). 4. USG RC- 1 CHANNEL AT 1 9 L)rJ CENTER. 5. UK; MEMAneW OR FIBREX FBX WNERAL WOOL RAlTS.

ASSEMBLY C-7. 1. UGHfllYElGHT CONCR€K OR -REIT= 2. PL-0. 3. TJP JOIST OR OPEN WEB TRVSS. 4. ANY OF ME SIX CElllNG SYSTEMS AS SPECIFIED IN SECfWNS

C1 THROUGH C6.