HomeMy WebLinkAbout15120-15150 GRAND AVE_ 198-88 (20)
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----- I SECTION-A PREFABRICATED
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International Conference of Building Officials
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H aNSON TRUSS. lr%.
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BRACING WOOD TRUSSES:
COMMENTARY AND RECOMMENDATIONS
u TRUSS PLATE INSTITUTE,INC.,1976 t�
TM Conn.of wand Munn m.snit..reilh TPI design vitari.
HUM.Ir wllullr resod Irusws a,A d.s•gr-.M feb,Mlq.all Ih's 1.T,uv ugh.,unrlprm m Iota laclwn,II 11.IA.rn TM lin.l yKnnn Iq bK•nq OI.wYl w Ida tYn.m II and umlarm,n of decalY
al Inn shwa peg. wnlrucVM IMt iiwn,of ten rerlI, propen,n r1 f"ndu'Jn1 M,qn assumpf qn,an r.lha lutlilld u''gr'ord 11 www. 7 TrulYt ar.pYM n,unfurll-ponent,m,tad.d r ,lW,
INTRODUCTION Its cMvpuaMn mar rAwI1 m•It04u11 0l✓•IpuctwA,wbdl AT .w to ..no Inaal mn.mlm.and pandas IC each d.
bass r1 a wbtanwl.11 of I'muM mnrmh.era wnnn 11 Cow 1.coup !1 the pM d.ngn aa
j ,still m.W.
of Id. 7 Truls mamba,e,.punned AT pinta la dan,m,Mlbn of YW ,,II
In necognnwn of 1,.mhaenl vl."oft properly band not TM 71. Plate InTtrtule 'DAYgn S-1-1wns la L"nI Metal IYcn only. ,Y
I IYnem,Ina,ppartnt tack of knowldge of now,when,ape wmr.to P41e Cm,ectd Wood Trusser"we atommeraAd fa Its des".01 a Tnare n cmnnw, \nI salI
.depulle baanq.ape m ten mteran el Pubic YTe1Y.ten Twts melulu.l«ood Iru,res.'...............nen't omy. Y of chord m.mbll.1 jom,for detamiru
Pla.1mr. ",In nru1'.....wnh."Cemtwnenf Ic4 I.Tu,trt Ira nolmwnMttlretret.
Council 111=.P.Mt undertaken Its DnMta,pn of Ines.ewer L"I"I b.[rM.AT may b,.o.-by Conlon to reduce bucklm; 5.CO
m.Mnions. kngln OI wdwi0wl trust member,r,+pa„of Its wopd I—der' mpran'On member are YtaHly nslniMll AI fiscal.ton '
9rI Ilona O/in10rvH1
and Is the Illy Wanrg that*-It b spnd,d M Its trust cl
Su coneMua,d IIuOY and d.bbnsure mrew by Its TPI dtawmgf laeul bracing n to b.,had m Its Art.fDealid ape 6 S,-,mpOfnd dead H 4r.log{act-sc TIV.wand IN&an
TKnniul Adrrwry Lommnne Iwmw,unq A rmmeerlmp el Its M 11 msta,In+t Its loufron sse-did on the hues daugn lowing,by TM pphad normal to Its plane of the top chord,and tOntcnlnlq
i IlnYlural nyr, of memW,VIA..menu1-unn9 tumpanrn,"C'e bwle'rr tar erechen wmracm,Th.Ludd,ng 1M9- impede,mutt beds I,e Applied al a w'nl.
acntalnn ul Ine aladem,t wmmunnY,and and sr,Menl wnluliriy .tcnl.in CIA''he IMCrLd I.01.1 bents n p,ulxvlepivlle0 Cod IMI
angrnr,N rare been devoid to Inn sl le,l CM,u11a11op such the TPI the,bncu t n wlhcumily inch rd or n ft,mN be dugoMl WK,g to 7.In adds ton to the lateral brier"p:df ad by The trues designee,
j, Component M nufacl,art Council M,f-load m bngWM p,Hhul Willem rto moermml Its Wnding decry,will aped,wHNNnI bracing n rIMl
fold MMhnq ape eleclwm yrobtem,Into a mares,locus Inclupon of H"N1 To the of.ne of Its Iruu 10 hold.vary Muss mlm0af m
Its 1lntaare recommMdnpnl for on frl.haMlrng and Haclmn Spacul deco/puiremmll,wnh a1 Mnd W.aM,portal batik. Its pool run Assumed la it"'
design.
lue Buret If MA Ill.,,.cull.1 the tonwll.hon,It t1 planned to reline WK,ng,dsepheaem;them wall{,or Other load transfer ek,mtt
Study further AM enkn,taps.they ltntafrM recomm.Mnumo. ape the-, con-cu., to the Md frusret pall be cunatlnd S.TM Wildblp designer IMI Its I,ua dAsigrerl will specify
sepatataly by Its burld,g deagne'.He dlall C1lermme YtI.bC,iun, wlhorem tru cmg And CMrseclun,10 d1hn.M lateral loading
w.iw Its,anommen ia'son,In bracing aw;.ined heryn ar ran mAlhq of coll.....for d,ponel'e To.A e., 1,1 l0,nM 01 Its Mfee tbucM/A
Iach.-1,souk,rs n not mantled IMI the,b wmdnd Its only Ihn.Wns.DIa mil w ant W.cmg I,ec-n-st d m Its plats The theory of bracing n to apply w11kNn1 support al r I •�method for barng A not tYsl.m.Ne'IMI fhoald IMte,nommad. Imaged by Its lop Ih ds,m Its plane Iwmed by Its bottom chord{ to the plats of ma buss I.hold ever Iruu.,amber b Its .xlBes
from be Inl.locatd.t fopen.,10 Or.nAn it d the,would necnwrly And pepeMlcuW to The Muss Coen..lb.,,,AT needed le,Its-,.If Y personnel _
b preferred in 1nu,of.n archncl'sor engtMer',Copp I.baring for nabdny of Its amn.nruclure.Twca bracing And-No.mn detail, Hwllred for it in Clasen.Ton,Theory muss be.ppl,.d AT Then at"". ••
a peniculn tool fYnAm. ,ho„ld be Viurvn M IN Wilding deu.mr s Inm,ng plan as owl of Its STAGE ONE:Dun Build' 0
deco dam p.Braun.mae.-111+re M1...It,lum,ded n pry.of M M npa Hd Trues Oncin a oprecch Hw .11
TMYrKommmaatnm iw bac,ng mood Yuan ap,mu hold ten Its-OW brit package,AM Wuld be W..Ad by Its in p nxl,Ibnf tat Necked for buctlir",Its 4nta1 bracing i1 tpeaLq ac ,4
collect-caper-ul leading Itchmcal p•,suMY or Its wood Mums erKtwn cenu.mor rapund for each 1'-member.TM bildhq daagnel muff specify
industry,but moil.due le Its nelure of lNurn bdllin inwkd,M Mw tent lateral bracing n lu b Mchord a f,ah,mad m present
freeload only n A pod,fur the use of A Vu.lnid brief d ad'N The Wilda Y nAcuw coon KtM if,eepoln 1.la prOpH wood Y,erll mornmanl Wald III ten mamba,w braced,Inrd 10 buckl. -•1�,
Wrldtt,Or trK,wn contractor.Thus,Its Trust Pine Inflilule ruwnYY IMB byrdlin@ ape for plops Temporary bracing. He muss own Thal mr1ha.,prow,in Fpun Hbl.The may b.Kom1fshed by: `.s•. f
ohickims any,npurvirmly for d+magn a,iunp hay Its w,APPIiu Its wood busy{are mH IIruClu ally dYm.d&,mg.mC,i and IMI rwn
lion,or nlrenu on the racpmmeM.uont.M mlorinetten wnfaimd 11"ye mainnmd In atignmMl beta,.,during,and char install.liw. I.Andwaqe to wlid eM..If,Ifipw.Ilcll- ^
Mr.in by building depg-,Or by elecltun cCnlvaw,. hmlletl loYlM Wddl odMaring may I011ow,WI MI nKAturllY M 7.Or+gnYl brKi'pm IN pkM of Mb memo-lFpun 1Id11• -
9 p,ttilrammi p I.cId if lacposee.... dlbl 3.OIIw'man,Is dnermtnd by the butldtngdesurr.
erKitwo he
ddlug gas each1'uYifo-tin laccen n.
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STAOC TWO:uawwT,la.1 11h1 budder or uKTx.,[Onlractor li
II Ir KO,M mdnd that chaplet bac,ng Immmpm 7„rch truce marl rake sdlgWlf weuuhont,O here Ih.::11 wood Lunn art MI W. %V am depends to.pen n-A M bow well Its JIM Yale
nIl lumbnI b pushed a.pproumately a 46 degree"to to Its I.-Mly damaged Paler nggntg.mlludmq Ih.•use of round.bra b/Kd.
lateral Wan.Oragonal burg should b.1-turd to the wVorn IN and muIllVle luck uV wintt,wMr!ngwred.,s,elnv/Y to wevenl ( "
of Its cam.membe,IN....9 tat brKmg. damage dung MMlin4.fenl.ur,ncommendauem are p.ecemd In ON vInIKIaY maned 11for Its 1.11.tlure top Mad p bWMtl
,he Append'.hereto. to a Rake given n Its ground ape ar.n.IV adwad.TM Baud
This Waning ma,be cOnlinuuus or mlttmta Wr nnt al 1M milp dace,Iretl W A b supported.T Wen orFie..7 of it a w To E -
deagrw'.oplrm;M.,,1,1 lnommende f Its,mtelmmem 1P.ci," M
II n moll Imn...to W...me I„n Irua at ten end OI ten buckle Add"'.Mt group Want,in Its o"PCin brKlson,IMlde The `i
MI ncled 70 In.,Ol twin ten Ws.I n l run of Its d,agonel bracing. 1.1ding wur,ly.All other u,non Are I,,4 to the lint buts,Ines The W'Idurg n.s.racommegad.
t 4 g
Imnded:M,cwhnuow Nlerll btaan b mrstalld emm d rxr..-� I-,Y Awesx
The grouts Warn Wuld Wl nq ,WmA inhn.wnnall,OM OI "Hpm q
lop cM,d .tran O cu cults an.11 OINM Its.oV Crud n Its ncnn un IN I,dge hoe he a gel line lM al A u.-, ely B teal I.of 7ff
Inn Twn tan ben Ydewen and allow,ny butler lu MdT.Ton dldl, knl minva4 blear the age Ime tat Hopp pu{fes a any hen ul
,-r dignl.Puts a nemeMuus rllyn tan III w,inecuon,of the Ik,,Iuansrid The earn FY,daLle m.mCc,bury.thin twt,nq
bracing system,I A.Its M.ghl of the I-would b I Inen .lOerd w W.wern lal sls-b, I.sd 10 IZ IIIt 1.la Inn Diagonal,, • °"""'"'+ WYW.x ta w _
mywtdfonAa cnnnrwhun bad w,h.,bundsn el plywood w lo0l baled bl.nen the k,.,.I IAAc.nq.no re,.Ia,uO An,ly 45 d,,,er . •�-e_ • '^ -
Thmpin IeMinp I.lip,b uu...Ova. Mplee form the unr"tes'ww'ed for slab W,m Ine plane ul Its lop Awex AAAuuu
.no NOTE L r Y'MuMa`tar pacing - yen'"rtr - •W'rF+
Alt wmg,1 der.erg Wuld b Mm w IMI It Its uwret Wuld be,wrn lateral WlcmggAM cWY,,nnrrvaatWlwten mlgona _ -
tM0 o Truck 4 or up.fen Md,will 0.IMod Yte/AIf,•.Mt in
er lledr-11. f,qunr 31.1,nuw I Iem{pu,y W.anJ•, Its yiane u1 1M toy `
[nwd I.g,bl.tauten It
II if M1,KammeMed To hen-or To Its AM of Its Wrd"10 It wa bar ace umu, ......H,b'ann for IN Iowa Ihomd y
bAcelhe lxfllruY There fGbr ape bask Olt or pull Out.In.$Allpw,ng g
total wlYpse be pccd on Its uMers de of Ine lop Arid.w.n r,Y.II Itne r,
W,.mOr.d+t tna plywood Ot[Irnp,{ 'llId T'd DusretnA peenam - -
M Imm�ar seI In place.1M bu,lda,C,e K,-Cm K,.,man retwny hen dunned In.OKIn"wean
pplY Wlli<enl IMrwra/v blacinp to ha10'Ihe VusseT DIYmD,In
.IpnmytT AM rn. I.Iond,um un1I Ine per-Al.baanq.deekinp or CI Null,,mpon Ml for Ine W,ld..a......C.Contra for to j••
aM!u'corrosion"
be,nnaltd Tempany baanq,Muld brol Nsr ,ills Wcng In Its plane us the Top chord Ia it.,,Col Y Ida
Inen 7.4 dim on lumber ape Wuld W AL bnJ.r pr+clxal la P.-Tne uv of A,..,Alan I,taang.u,nen,l ltwnmI-d for es 1 flat � li
MMhnq The usu of Wn pace/D ern of lulraer An.adNanl Iruu. Put cuN, I,e'r.,prr-{duecld le bracing AT Ile.M of Inn F'Brr.7101
••saes r1 Mf ryrOmmande p,unless Ndl..mwnalY rn preprahon In Ilussn as mown.,F,gu,.71b)
nmiq,Aly iMtalkMn of brags,commuous WK,ng IB Inn mm m m, rni.asld.1 IN Ym1 1-con,Yecdrd M Its archetMunl Plan ter
length)TrmpYary best."lumber Wuld be ne,ld wnh-double q W+b Member►lacy 11 d.Iw Nernst"
b.,start tampayY p,..an,
b.anp and may become pM of Me pHiflalr.ni bad II
ened n d Told Tell at. ly rmerrell on mrh Its Windmm,bf bl-its m,M plan.of Its Mb.-bell Thit bac,ne I,uswll iA room Y „I+M.d tout dW I Barr"b adbd al Men web,IIIntB s
Ipumnp land hews be placed
d AT If hem t apealid, it e
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J.ToB F`.m.. pant dtwnMl t0 Its W,Idel a arK11011 r r'r•x x xm r..x.un 't. � 60110m enw0 CM,;mrquf cIHAI Waang AT M YulYtn lMn B Ier1 Are
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4 o0n 01M is bKu"m Its
ace" 1i0Y to laeral bucMkng blMi IMV W baud YI1MSIhed.fl• FIB/.71a1 Its Wdi,q.M,sed 10 Its YIp o11M boT7om chap OitpprYl pKtM
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FROM: BUCCEL_A DLVELOPMENT
3541 COURTSIDE CIRCLE:
1 HUNTINGTON PEACH, CA. 92649
JAN 5, 1989
TO: CITY OF LAKE ELSINORE
130 S. MAIN STREET
LAKE ELSINORE.,CA. 92330
SUBJECT: HANDICAP COMPLIENCE
HARBOR GRAND APARTMENTS
15120 THROUGH 15150 GRAND AVE.
ATTENTION: KEVEN SHEAR
CHIEF BUILDING INSPECTOR
DEAR MR. SHEAR,
THE FOLLOWING ARE THE PROPOSED EXPENDITURES FOR COMPLIANCE
WITH HANDICAP REQUIREMENTS FOR PHASE III OF HARBOR GRAND APARTMENTS.
BUILDING SUMMARY:
NUMBER OF BUILDINGS. .............. . . .. ... . 4
TOTAL DWELLING UNITS.............. . ....... 64
UNITS ON ACCESSIBLE LEVELS. ... . . .. .... . ... 32
REQUIRED EXPENDITURE $750 si2A,U00
r s
v
ITEMIZED COST BREAKDOWN: /
OUTSIDE THE UNITS:
INCREASED SIDEWALK WIDTH TO 4' 1200 $3 $3.600
FLUSH LANDINGS AT ENTRANCES 32 $30 $960
1:12 MAX RAMPS TO LANDINGS 32 $30 $960
ENTRY DOOR LEVER HARDWARE 32 $30 $960
TOTAL $6,480
INSIDE THE UNITS:
HARD SURFACE FLOORING AT ENTRY 32. $32 $1,024
1/2" MAX THRESHOLD AT ENTRY. .. 32 $35 $1, 120
ENTRANCE DOOR LEVER H'WARE.. 32 $25 $800
ALL INTERIOR DOOR SIZES TO ;:lc'" 32 $170 $5,440
INTERIOR DOORS LEVER H'WARE 32 $80 $2,560
KITCHEN SINK LEVER H'WARE 32 $35 $1, 120
PATH LAVATORY LEVER H'WARE 56 $25 $1,400
BACKING FOR GRAB BARS ..... 56 $50 $2,800
INCREASED HALL WITH TO 3'-6" 24 $175 $4,200
! TOTAL $20,464
GRAND TOTAL $26,944
THANK YOU FOR YOUR HELP.
}
1
T
a DATE: FEBRUARY 25.19A6
/ANSON TRUSS INC.
• O 0 �\
T
JOB: FRANK BUCCELLA
n
HUNTINGTON BEACH, CA. 92649
TRACT: �� v
FABRICATOR: HANSON TRUSS, INC. SUBMITTAL COPIES:
OFFICE/YARD: 14045 RAMONA AVENUE Truss Layout Sheets
CHINO,• California 91710 ,
Tress Drawino Details
Truss Calc. Sheets
(714) 591-9256-
t
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