Pennywort Terrace Specs Lots 25-30 - aul s (a) 11.4t3T--atio
-
1
Scale: 0.2
BO\IITA TO11
C
74
Date: 09-1.7-20C4
C'MES [lAIT TYPE "Fl
40
39-00-00
39-00-00
40-06-00
111/1 ihil) £C]mjn TTC'1.�S hr.,. Thie design prepared trots computer input by 1 1Il - IIItr.1/ 11N IIll6&i
`!! PAeZ3c LUMBER_ / Sc Trans ID: 51621
r.. 7.1.0TLiL1 -2
�\ 1.1.01114.0 3PECIFICATiolis TRUSS S'FM 20 T- 0.0" DEC 9 ?/'!PI Si2.1GLE NEHEER FOK*F.9 FOP ?. 4RRCD
S IFE :IeBCIB 6ftADE PA2fiSLtSI DAD TNRk9It a IItCREASE = 1.15 . 7 1.* 0 11 1= ®21 V 1 -276
7OP C11DRU5: 5PAC8D 24.0° 0.0 , Y 2. -1099 13 2° 830 N 2= 559
! -2x-4 - --UF --- d166TR ._1:_5..- - - - - -- u -,_ _
11,077011 T 3= -828 R 3= -294
CHOAAS c ...- LQAbI1fC"` - -- .... .-.- -- - - - -- - °- .a_4 °_ ...
,,, 2� 4 PF k1c6TR 1- 2 Lb{ 25.x1 -601,( 7.0} 011 24F CHORD = 32.O PSI' T 5e -2104
t'' 2r. 6 1aY TrN4 1 3 BL Ott BBT'iort CF }DRD = 10.B P I
t=i YC LAffiRRL SL+TPO}ff C= 12 "OC. 110R. 77pG LOA{? = 42.0 L .+.
LEFT 841 RYGl12 - 839
130 LATE1tA1 SIYBPORP {= 12 "OC. 0011.
REARING AREA REQUIRED ISQ. 7i#]
0>1HR11AKC8: 12.0" 0.4" aRG @ 0'- ' 0.4" 1 -35 OF j 2.08 HF i 1.0 SPF
Reactions: 908 1136 BM ® 20 "- 0.0" I.34 OF I 2.07 RE / 1.97 SPF
C -122.5 or agoal at don - structuca1
vortical. members (uo3},
10 -00 -00 3.c2 -On -00
I 1 1
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= a.O U1;7 4.0° 0.00
to
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1 -00 -0f 20 -as °fill r- -
Scale: i!4° - -.
1 1 c JOa WME: SAGELA2(D H011L'XA i1 1 v Y : . !'1
-d- Gananl Mots unl e�l tl0a xwise rxt�: �a . �` •
c.,1 r
p t Brad all Goren Wi se in4 Wiringcbete. oacvdwetLm elesmeta.
l da:' }an to arppW, bads eFahcuirt _ }f /�%A'°'
C> T. &Arta end arac6+n **bans m shield be siertesd ofd Gstwral 9y.s and DC; s3 the 1a alt botki thatch r4 be �f bCied at . .1 V .- - •
Cr" 2, c -. 4 W
Y S LS 21'4 G �ieye nerceaeuuautlnneenvrwwx. Lff' a
ac s 12cr ia P n timpac6, �/ .,
daa osevireeaM ens 6 stream must a.1WndW rib.. OK.. a. 3 `y, +� . d. X_is te .1 6rac�� y ,o where *lrrem a+ •
Li`", I 4. "Rdnel k.oe S'n"" to r'N.1'1 5. e aa assumes acme%S - m' - ,iwmr main 0[. h ..
ralx�p N*Ws perm aaareoraAy, s�aq
ntr . - DATE.: 5/25/'004 Priweadreil^fd.naPas�dbYO ewoto-utt.0K. ➢'• mtrause4fnnrr :ar QI J '' 1J:J
anAalehr'Ctycon�oa'o
72: vun .4 = �e4d aaa+awxto rre►.s�.d>¢ e+-ich eracir4 ...._
Ci
N Q DES. 13'f : 34C A te. wad m spyb.d ha*n9 oreipmrS Noll era" d broWg n d 6. 0 Oasipe assm.eh fufl t+ee:veg *all asp shaasa. Sdi n w wedge N r
F,s,■aer.>� c n at rt.:, ■Acrid try prerrd..,m.�n 7 Gedgis a err use drainage la pi ndsdl .
r ;. ® 1.edat. ep*a.a,n .:grennmonera, E. Ham stha)I is bated an ball tams, of &e.,>;, and F►aoadso ttx6 ceatq-
SEQ. ; 2723039 a • vo tb h l,Yra .t .,dsa°l®u.n y,a ark. Ci ir.lM se smaa f P1 m.te i nc . .
B. a6a sit oatie i.4�rJv�.
m r. TN* 0.. 0a isn ,1233.e .reinmm. 6tall.ns ramauigr I,*&fin SrJ.{{�� s eeli.0 q Rft.4211.
c> br ir Qhnpattus f' ., ,flaakd bSNte Fes, .
'C. mei.G t. r u s. RR42I 1.
rh r+ d a, m , lro, vru In g�.m rA�I.■�..+am,a�m n,,.au� t1 , 71 mcarnpa7n�steel5nctieaPM ,n!a6Ntca!af
toy Campedeae coon rgal desigaafm 4113) aficalcs 13 ga. riat gal ix wai. Meld/as ate ill fa,
111111111111 Can Inc.. This 3esign pr paced from ecrrinrter 3rtprt fay 1I111E l'II I11 1 X11 1
PACIFIC 1,41.1OF. / EC i carry ,�
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•
Lunn SPECIFIWiT Jll1JS TANGS SPAN 20`- 0.0e CEC 91 )1T1 SINGLE MPXHE$ Fob, €W8 ,
e - ,-, LOA') OtifilITIO E INC/LEASE ..• 1.15 T 1d 0 S 1= 127 14 1® °2'16
It SPECIE GRADE PANEL $5) T 2= -2099 B 2a 834 k 2= 559
(� fTop C710RU SPACED 24.4 n O.C,
_2x 4 DF $181111. 1 5
�' 3ffi -828 II 3= -200
II 6Dl r z i C!(ab -3,C17{U2i1C - T - 5 = - - '1100
.2../. 4 DF 11.413'114 L 2 LL ( 25. D)+Dio 7.4} 411 TOP IS{ORD . 32.0 P'SP
NESS:
2., 4 D STAND i- 3 DL ON ESDTTOti C(KlRD = 14.8 PSF
TOTAL LDBD a 42.4 PSE LEFT = 811 141017 @ 839
,.... LATERAL. SUPPORT <= 12°0C VON.
&C LAT&R&E SUPPotir <= REA 12'41C. UDE. DEARING A R60WnI3 ISQ. 711
@AG @ 0'- OAT* 1.35 DF / 2.O8 Or/ 1.90 BP
OVERRA1I BZ 12.0' 0.0' ERG @ 20r OAR 1,34 DF ! 2_07 111 I 1 .97 ST.
Reactions, 903 836
10 -00-00 10 -00 -DC
t �`
12 C -9x9.3 12
0.007 4.0r 0.00
cc
I
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Q Q
t
m ° -2. x9.3 c 2.5x7_ t c- 2.5x4 -1 ° - 19QRO
tzt
o P{) afl 20 -00 -00 . 118
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�` scale: 2/4" t
-�_-. r••� a0B 1tA1�: SAt.6IJBNA 08il1TA rt
® vnwnrlti5.,: +Brrooral t boys, w6.ss alkweicm raeci: I4) ' . a
r 'mot i. Nne al 6arnd Mates end Kerning' Mons marsUUdi d4m .. 4es+9 rA as s k i D.., r f;.
- ,J c -- ' 2. fiuMet'ertd arngionaarrre�.e stwWw edeised uaN n.aar414eea am 2 Onsyn asaa et4. and tgKnisi &Weis to fa tatadif' bias .d n '
.. c_ EILE t9'O rmrsws Were eoeslnerfm or.rvswmc a c. 2_•Q"4c and st l'd 1P' o.at e
07 4,4 Z. 1O eeeapnacdwtw6Lrar &gmuM
be lnalmA.d eAwre rJ w 5 3:11;}W�a:t bedginp n'latetxl6sad Shown 4+ _ - Wan
'> 4. al hpmsl tan. r.it�na 4 pew ns yen ecttemp. - m{ weeM rnenatDrxffi� 4 'asta..lmn ..41,10°' is themaponsi�YD C4 On Paspaefveeontnadot, EXPIRES
DATE: 5/25/2001 acne .w>:h.v.e rdpmtia.adis.pgnrsre awed b asarmacstrrnarsewtobs in argnaswerr.nesnnrtarh,
aamprvrr�.a:In ®�:oeocu4h»t 6. D� n asw d n ��N l 6mg et a appotts se ewe_ 5hlmaredle3
G> - S. Ito k.e 0.dd ee 4Nied be ear... N .returner tl}Mrtl+A and r'®DISSity.
C, Q DES. BY I-C heteswser.mry.te ®7 r. 1 de ryl aa d si amb* . t handn i um 7 . Acapnaswnses adeqa. dralregaisp�oided.
baa.treppte dSe peters & t?l+es sdnH6e }c4a aALFtaxdavt# Vr4sde
L eurrpattrn hm.a aoMnt ewe. s4 .sawa. ro.raynn sRalty M the Cars rvtattde with tzle`,[WKIbar,
SEQ.: 3723037 s 01501. i�d'•mt.errrclta�lnmews,
Sc' hcrisa tfantwtatt l.stiPwr Jtk F orAaokd nrar�ai the CnarnpuTrm 4A, Ind icata tythe
1. ntrtlessynnimkrw .mi.aa.m.Emeaba.onses.As e cacmrm „.„.1, GJtl Rk 4m,
co ty ttl Fseo•e1a.TmEyrGA b GGO' 144k eeybadx:4,4,1 bspmi•t`w In Campy) Ns. ttet Socroon Pita b. Ix indicated by ties refK^CM' 10
Q byn:vrreNn6t4ote rarest. designator ( It ) Indira tes1tga.malenrdIs med. ha•> Swe2hga
OFFICE COPY
Seale: 1/8" Date: 05-23-2004
BONITA TOWN ONES UNIT A OUTSIDE
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Scale: 1/8" Date: 05 -23 -2004
BONITA TOWNUOMES UNIT A OUTSIDE . OKs
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11111111111111 , EornpuTrui Inc. This desigo prepared from computer input by 111111111111111111111111111111111111111111 /// PACIFIC LUMBER / BC Trans I0: 51621
LUMBER SPECIFICATIONS TRUSS SPAN 4' 0, U"
LOAD DURATION INCREASE = LID
ST'LE, SPECIE GRADE
SPACED 24,0' O.C.
1- TOP CHORDS:
' 2%4 -- - - DF -- ___II DTR ' - _. _... - - - - -_
- -
BOT'TOM CHORD: -- LOADING . •- _ - -- - _ .
`' 2x 4 DP' I1 &BTR LL( 25.0) tUL( 1.0) ON TOP CNDF,D = 32.0 PSF
r NESS; DL ON BOTTOM CHORD = l0.0 PSF
-km 2x 4 DF STAND TOTAL LOAD = 42.0 PSF
=T TC LATERAL SUPPORT <= 12 "0C, UON.
BC LATERAL SUPPORT <= 12 "OC. UON,
12
0.00 p
J
C- 1,5x4.3
0
in
I t
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C- 2.5x4.3 tom,
PRO SUPPORT
e A
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orb - .y -�
C 1.5x4,3
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Seale: 1/2"
--.J JOB NAME: SAGRL.AND BONITA UNIT A - JACK - CANT p " �2
■ wnnfa s: O r I
te r. 4: Read a! Gaiaal tOGe aM fMetrdnga balm earesinrdxt aitnsses Design . GetlePdI R 5, odes oUleMtlse red.
1. }gntn -
Z um � •. ..,_ fi � o�ti
FILE NO.: JACK-CANT Sumer end median omw
t nctca should be advioed or d Liersa & mite. mat 2. Design asswn= the top and bottom r ordsto be laterally braced at . r �c '' � .�` "
Weedr js before era, meno.s. 2 amoeba. ce.r0' o.c. and at 12`!Y o o r res ysve e �
a. 1x7c mproaabn Y,eeb bracing m ost be in Ma"OMore shamti., 3 2x4 tmpao1 bridging or lateral eiran
o re quired where shown+ . ` ' - c
, .
DATE: 5/25/2004 4 A9 kuctaa faro. ,,,441.47.1„,,,,,,t, r code as 1,,,,,,,,,,),,,,,d pemtenenfbre.si>�, lnsflabon of intss Is the resparelt y nT the respectiveeonttxtor, q � t
esi9 f
must be llRSj¢Nd and F•mi]cd by dasgrler of c WiptKe emxtlra 5 p n assumes busses are in be used In a Mxt otr?rosire anhmnrneni,
compe,rna ,..,m„: no ��=a
w,,sty tW svon are and for'dry condition" cr tae ''� 91
s , Pb ba abode ae appliedto wry ec arty Mer C. Design assumes toll bearing at oil supports shone. Shin or wedge fF
OE. B Y: NC teacin a rata n ,ry. EXPIRES 6[30/0 � i
fasteners are ° °" r7.c4'e no aaw re sly any P.& g*atn than d•s 7 Uevg assumes ada/t atedra nape Is provided.
bode bo appf a ca ern cercpo,wnr. 8, Elates shall be boated on bail faces N truss, and placed so their center ...
1'72344 rJ s. Compel Thies has no cooed over and arwsrwa no rs >ponat�ay for ehe Imes sincide vent Joint center lines.
9. e>R
" ' fabrication, hlndend, stiointre end i nsteldion of components. 10. Far r dG values or li the CornR by pn H b Trvs Nate, lndicaled the inches
7. This deeten is Arnesiltd s+dafeee to thb 4rdtatjorss on vVSS designs sei ltath "c**, see I C 8.0. R.R 4211.
by TM In H6l PiW
1 or 41C4 in boSe IAN opine oalseir soli be ftnrsned 11, The Camp•JTnts Net Section Plate is lndaczted by ere sFrrefsX2C'tloe - :
by `o" g designator (18) iad..a ?es 18 ga. material is Herod All others are 710 ga.
i 111111111111 / ompu`Crus Inc. This design prepared i om computer input by IIH11111111111111111 111I11111)11111111111H1
PACIFIC LUMBER / BC Trans IA: 51621
7.1.011W-.2
LUMBER SPECIFICATIONS TRUSS SPAN 4'- 0.0"
s LOAD DURATION INCREASE = 1.15
SIZE SPECIE GRADE
TOP CHORDS; SPACED 24,0" O.C.
BOTTOM CHORDS; . - ... - - LOADII1G - - - - --. - - - -- - - - - - --- - .
D
2x 4 DE A l &EAR LL( 25.0) -L( 7.0) ON TOP CHORD = 32,0 PSF
TC LATERAL SUPPORT K- 12 "00. DON.
•
DL ON BO /TOM CHORD = 10,0 PSF
f` BC LATERAL SUPPORT <= 12 "OC. LION, TOTAL LOAD = 52.0 PS
•
12
a.ao�' •
•
1
c)
O
E
PROVIDE SUPPORT
•
IA
1
r .
•
C - 2.5x4.3
t
1.- 00-00 9 - DO -D4
• _! Na
128
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-r', Scale: 1/2^
- � JOB DAME: SAGELAND ISONIPA UNIT A JACKS /�4 t EG 4 w -, lit-ad s. General 1401z s... unless ctt a ware noted. . � ♦ � K k �
1- - 1. ead a1 Geneati He recd Vtani ngs Woe* twrtsir»catn el trt. S. NOT) In sneveht loads as shown_ a 1r
6
a+
FILE,' NO, JACKS 2. SWJar end era a cdon samo or eW be edvEosd of a 64,,,,,., Wos end 2 Design assumes thr_ tcp and 6M#nPt chotcs to be iateta`t t raced et rf � C) {
Warsaw's Warsaw's betas • consVuccommences. oh conencommences. Z-V' a a arvd a4 1T-0' o.c. respethraly, i .� .�P
-`� 1.1z3camp+ e sia nr< eetracingtn .tslbaitgale3 Maueelhowne, 3 2 s 4 irnaciblidging, oils 6661 bracinn3�toqquccd where sF�rnr•1 —19.11.6,,, ,
, 4. Ail Ira aa kr,:e resdsr;rg '4'''''''." such as " ""P " ''' '''d pennstvr,c brat3vg, ° • IDes nnst � nati as on su at truss tru s is the resinralbaay of the respedire canttattor.
c�.� DATE: 5/25/2004 must be dasionad owl prob:rad by designer of canple4a slrvclure• mes ses are to be tise4 in anon wrroahg anwmnmeM, .. __
and zte fnr "d condition' of use
C
• ome.Rnrs asstenos no raspee tidy be sodli btacng. 6 Design 35sufnes f 1l b.ee8re at al sr� tls shown. Sh oa t �� 5 /''fl `�
`a No toad aitou(d be npp8ed 40 airy cortponsrt tin I.8 atlet at W edge i} l' ✓fit" 1 • 1 .. Cyr J t V
DES . BY : htC feel eners are 5 end PPo nr a csary.
o"rr ,end +l no tine should l att bads.nrate. than do fin ?. Design fin assumes ad sots dta nose is provi
kwds be twitted m any wmgcnesrL 8 Plates shall His Hoc on both foots p4 truss, attd pla..ed s0 tlielt 0 =fife!
6, cotnpeieeo Ems no contra over and a srt ee no eoporo
n bbty tor forth* (iris coinrada with jctiM cente[linas
�Q . 1723044 fit 9. Dig& indicate size of plate in maim •
ti handq,g, sbpu a
ecnY.xl hsle/beten ot t�frq t�� 1q, t asi 4561g11 values of th Corn uTn� Plate in ficaled b the
T. This design is Famished sublad to M the 46k snow on buss designs eel forth 't", see I,C.B,Q- R.R. 4211, 9 9 � ` ..
by T fn F w f T7'i7wycA h ec M e+ a oapdes at rh edit 5* hsishM
n 11. The Ctmp.:Tna Net Seclwn Plata Is intkated by She weft)! "Cfr, the '
M tresrkwnreldest designator
(18) indicates 18 ga. matet:W is used All others are Ze ga
111111111131i / Ci D(T1pLI�CLIs inc. This design prepared from computer input by I 14 E11I11)1I111 11011111111111 11111 It !t ®l Trans ID: S1621 PACIFIC LUMBER / BC 7.1.OT(1L) -E
• LUMBER SPECIFICATIONS TRUSS SPAN 9' - 0,0' DEC 97 /TOI SINGLE MF140ER FORCES 4WRGD
LOAD DURATION{ IINCREASE = 1.15 T 1= 0 B 1= 232 W I= 97
SIZE SPECIE GRADE PANEL(S) SPACED 24.0` O.C. T 2= -370 B 2= 232
TOP CHORDS: T 3= -370
_, 2x4 DF 11 &BTR 1 - 4
BOTT011 C {0�€n: - LOAD}HG` - •-- T. 0
2x 4 DP 1163'1'R 1 2 LL( 25.01 + ➢L{ 7.0) 05 LOP CHORD e 32.0 PST
2x 4 DE HE SS : 1 DL O1} BOTTOK CHORD = 10.0 PSF LEFT = 370 RIGHT = 378
- r� TOTAL LOAD = 42.0 POE
_ TC LATERAL SUPPORT <= 12 "0C. DON. HARING AREA REQUIRED (SQ. IS)
- BC LATERAL SUPPORT <= 12 °OC. UON. ERG • 0° 0.0" 0.60 DF / 0.93 HE / 0.89 SP' tp-
" BRG B 9' - 0.0" 0.60 DF / 0.93 HF / 0.89 SP; 'F
OVERHANGS: 12.0" 12,0"
fteactioAs: 442 442
4 -06 -00 4 -06 -00
•
1 l' s
12 C -4x4,3 12
6.00 4.0" 8.00 .
T
PR
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1 -00 -00 9 -00 -00 1 -00 -00 . 4EpP 0 t. .
2 }
res Do
L-C' Scale: 1/2"
<== JOB TIME: SAG£I.Ft2TD BONITA UNIT A 0 1I , , .
t w nria al smvd MRents Rents and Gefleral Notes, unless othervdse naterr � ° '� �
14mings berme eo o4o ette ettnrrsee. S. Design to supped leads as shorn. 9' ^`
c > 2. Bolder shd erection ca "roster stto ie be asivksd etne Oeewat Nam. Nam. tend 2 De,tem assumes the lop surd bottom chards to be laterally braced at
< �� � s
FILE NO.: 0 y p ut ,y, q , bet<se eeostn i rm erueu. T 0 c C. and at 12 o.G. d .
< '1, Y c x 41mp Import bed - g re bracing r La need where shown e n
i•+; l
I, lad coerfarsdosi btse4rtm�i[»tme9ed.,diera stvxm ., 4 9. 2 ktsbldationd is the reaperelbtItty at the tes '
4- An tveref fem., remtiv etanunts t et 4.1174,0 May and pwmarverd pectivacort �..
t� DATE: 5/25/2001 met bedesire•daM 5 an o r e assumes , 4 itin sare tebeosett inanen •ceirosiveenetionment, t n
(--., ptv.8dws by tl.s of ermrprw. strvcnn, err are tat'dry �r> 5 r e " d use `u X�, 2 L77 3CrI V
c�ut,..•= m. no to t, n a �y wr t. wnenq. 8 Design assumes kril b al ati supports shv+m. Shin%orwedge It a �
5. No hold snotiti b. ;pled tie nry o"ttMment tea ntrer a bredtg and necessary.
Joint DES. BY. 1! ve
fasi�as u s, mtpdd end of no new should Lary Lads Integer Men desigt 7. e sues ad bate e is truss, and ed d' loe,xbetooledtomycopauM. e s 6 Hates shall bed laces aces Wss and pl ac soul ctrdlet
In coincide with nt center ne
atp t to lines,
S. cut aor " an nn. sc
r"t over d ee>s tw roenwb the lky for s B. indicate indicate stea( plate In robes. i
SEQ.: 1723042 febriceuoro, handing, shipment end t>ste4etienor*envoires 10. For basic de5utgrgnvaluesd the CompuTiusPl ate, imrsca!edbythe pro fix
7. This di nky hnndsh. chip t todw &riefiornort true* desdgns "C`, gee I.G.®.OER.4214. •
try Tel h lit-eta TPVWrcta berm 143 oopi.s of vn:eh we be e,rehe d ti. The CornpuTnes Net Section ate Is tndiicated by the pterm"CU% tlhe
n l Plate
try Ca:merle upon inquest des
L.,..,
ator 05) ingr 18 cis_ ma+erlals used, All others ate 20ga.
tic l Ill l 11I 1
l l . ` „'(�mpul"�'�}s Inc. This design prepared from computer input by 1111111 11111 11111 101
Trans 2
` t D: 1621
PAC1EIC LUMBER / BC
7.1.OT(IL) -2
r
LUMIIER SPECIFICATIONS TRUSS SPAN 34 °- O.0” Gable end truss on continuous bearing wall.
LOAD DURATIOt1 TI +CREASE = 1.15 C -1x2.6 or equal typical at stud verticals
S IZE SPECIE GRADE PA)IEL(S) SPACED 24.0" 0.0. Refer to CompuTrus gable end detail for
TOP CHORDS:
complete specifications.
•
--
BOTTOM CHORDS: LDATIRG
2tt 4 DP 9L0BTR 1- 2 LL{ 25.0)4-DL( 7.0} ON TOP CHORD = 32.0 PSE
WEBS DL 011 BOTTOM CHORD = 10.0 PSF
2x 4 DP STAND I
sti TO'T'AL LOAD - 42.0 PSF
TC LATERAL SUPPORT <= 12"0C . UO)(.
DC LATERAL SUPPORT <= 12 "OC, BOB.
hl
7 -00 -00 7 -00 -00
12 1-4x4.3 12
8.007 4.0" 8.00
LtIt 10
vrf
.ti
° a
C- 1.5x4 3
C- 2.5X4.3 PROVIDE FULL CONTINUOUS BEARING C -2.ax PRQfi 1t
14 -00 -00 ��� F •
....
14128
Scale: 3/8`
cv JOB NAME: SAGELAND BONITA UNIT A - Ir -GE Cif"
♦` \): , ,
• WARKIGS: General iio unless othervrise noted
i - - 1, Read al G.n1 na Mots: and Wari-ras Ablaut canstnKttan at truanns, 1 D s pri to so ppod loads as Omen.
2 faultier mrd. nteJw a coraratAnt shordd he *043.1 old c.naral I•xes and 2 D=_gn assumes the top and bottom chords to be laterally tweed at
' FILE NO.: h' -GE WmnJnt,s baroea corutnuctirxt camnverr aa, 7A" o c and ai 12'-0" o -c respect aety.
Z. 1x5...mg, tit.A bre.*.o rma.. be k»5.0 ,,,® ,.rtn a- 3. T-c4 Impact Imdyihg or lateral bradrr reqquited where shown «+
Alt .,�r. <. .�.
� trat tecc.i N e masts sttch .rrt a and .anon nx txac' tutRstinn et truss is the respansibi;y 1615,8 1615,8 rspeeirve, eontrasce, ' t
r 6cL a"`,� `✓ c rc P °Y� a gn assumes trusses are to be used In a trap- mrrosrve whiroaiment, t � f 1 .�1 �
c�a
DATE: 5/2��2 -0 G4 rnust a. skA» darxlpov .dMd.signar and ate 'tot 'dtycond'itior!'NUse_
✓
Cry. Trus a.s,"a1r,c m, epccuata'ly For such brec°e- 6. Da err as urnea full bear at all supports sdrovm. Shim or v.edge if
'a tto load 3r0c51 b o t .pfid In any oompcndni rod alter a;] tese'e 7 and reces
try.
DES. BY: e tC lasienars are oompt.le, and at na line abound any loadss cranial than design 7 D rys ti assumes adequate drainage Is fr'vridsd.
bads La aypc.d to - mr®onto!. 8. Ptates shell be 4ocated on Ittotto fors of tins, and placed so their center
$ Caunpai hots reoontr.& vac and aasum, as rasponsl.>oy tar ta Iliesc roin[iate,sreointcance�
. l : 17 23 0 4 1 ta trrtcaoan, rands t4, sti4:nrru artaizstaltritonotcor anus D gds ssre s sae of +ate In Inches.
Q " t " 10, Faf bas c devgn values c1 the CompuTrus Plate, ind steel iry the prefte
Y. !Ns dodos [r &Ari' Iwi.l6Jaot to dt. Fn/etiana an tart. dasi]ns sat Rztb 'C', see i.0 -B O. R.R 4711
by 7 Pt in N841 of It WW1 [Ain ecs1. 143 . rtes cif which wit L. Aari.r..d 1t rho Cornpulcus Net Section Plats I. indrated weft( y the "CN` tie
W o
conteuttu deeynatar( 18) indicates 18a. Fr ahnntt&s used. All o are tga,
SOS
El) f 1I I111 / CampuTrus Inc. This design prepared from computer input by I �I']��} 311 r11�t t��n Ian OW 14111111111 Prams ID: 51621
1 !/ I PACIFIC _LUMBER / BC 7.1.0''(1E -Z
r
LUMBER SPECIFICATIONS TRUSS SPAN 7'- 8.0" UIc 97 /TPI SINGLE 1134BEP FORCES 41tRGD
` 10A11 DURATION INCREASE = 1.15 F 1= 0 D 1= 14 If 1= -186
•_.--. SIZE SPECIE GRADE PA21EL (S) SPACED 24.0° C.C. T 2= 34 B 2= 1 14 2= -75
TOP CHORDS: T 3= -59 0 3= 1 W 39 -lab
B0)0014 CHDROS;
---- ---- - _ 1d1AAING - T. L -t4'. 14
2 4 OF 41 &BTR 1- 4 LL( 25.0) +DL{ 7.0) Off TOP (:HOPJ) _ 32.0 PS F' T 5= 34
WEDS: DL 00 HOITOS{ CHORD = 10.0 PST T 6= 0
c -, 2 x 4 DE S'FANT) 1- J TOTAL 1,0N) = 4 2, 0 k SF
TC LATERM. SUPPORT <- 12 "OC, UDtE.
BC LATERAL SUPPORT <= 12 "OC. UOti. CA1JC 8 1' 6.0" CANT @ 6' 2.0"
LEFT = 322 RIGHT = 322
OVERHANGS: 12.0 12.0"
Reactions: 386 386 3 °10 °00 3 -10 -00 1 BEARING AREA REQUIRED (SQ. IU'
C -1x2.& or equal at non -ebruc oral 12 RRG 6 1' 6.0° 0.52 DF / 0.80 HF / 0.76 SPF
vertical mbe[s Juon). 12 C -4x4.3 BRG @ 6'- 2.0" 0,52 DF 1 0.00 HE / 0.76 SFF
0.00 V 4.0 'N8.00
. mac
P1
C- 7.5x4.3 C- 1.5x4.3
1 111111 n
a,
Aill .. .,
c)
c Pr • • • III. --/ °
o
C - 2.5x4,3 C-- 2.5x4.3 C- 2.5x4.3 C -2.524
C- 2.5x4.3
Y ''' 4
1-06-00 ).•
- 06 -00 4 -08 -00 1 -06 -00
FQ PROF
� -00 -{ 4 7 -08 -00 1-00-00 `� -P R►. ` t
, /p •
141'B
<�
/ 0" .Gv�
• Scale: 1/2` '
<- JOB NAME: SAGELAND BONITA UNIT A - E -GB
4 - 2G
rraidded6s. General Notes, unless otherrese noted - . y. ��
Imo
I. Aced art awwd Hates and Wardnos belo a uai iru Sian of trusses. 1. Design to syrpvo4 loads as shown. ' -/ �i. 1 �} L
c . 2 P•cidet and err *ion sun:rector should tie advised w=e General Notes maul 2. Daas+gn assumes the top and bottom shams to be Laterally braced at
< FILF. HD.' P-GE Warr&ers berme consuctonomrvrmrc ec, Z-o" o.c and etl2.0'o.e. respectively.
< .4 s SO cur. °et. IxaaSq rood the M.smn«t�M er at ten •• 3. 2M Impact bridging or lateral Ccacire required vAsare shorm+ f,
,praar 4 Instatabon of truss ts the resoortsibi4 ty 0/the res al conbrsctor_ x ' ;REq ,, t,rje30f0 .. °
DATE: 5/25/ 2004
d. k kaserd ktce 1"6tir NemeMS u.sth"testy "'"Y etrd P"°"'"' P"°"'"' b"“"1" 1, S. 0esgn assumes trusses are to d on
e used In a s- corras r+s environment,
mot be de signed end prmtided by des' naof of complete stru:nrre and ate tar %try cenatoon' of use
cv compuTh. essuntsc"o responrszbr4Y to soh bracing 6, Design assumes 6,111 euins at art supguts Shoal, Sh*n vedge if •
5, No la shocAA bm ep peed Is orvi oonsonee4 all ad* ad hessin8 end necessary.
DES. BY MC rest evens are oseudee, and *110 lithe lime shordd tours greater then de4�r 7. Design assumes adequate drainage is andsd. Foartz b. *pled t a component B: Plates shall he located on both laces c/ trims, arY3 placed so heir center
u . cors,purn. has no aair& area and assrrv,en NI ,esFxnrtreD for be Ilnt colnodevjM 9 oj plate plate in arIlrees Mdres.
.
SE Q.: 1723040 t o ripener, had , c , a tatdallasorcon( components, 1 9. Digds eldicata size o1 p For basic desk nvaluesoftheCornp uTr usPlate,inrtScated bfthepreta
7. Irks dodge is tutiafehd akr¢W to the tndi *larks on truss designs 'v B-
gns set twirl ", sae LC R.R. 4211. Cry �
try 7rI irMH or tPW(TCA 111 BOO w9oot4 es of Mdsts r Ia fcartsited 1%. designator ep Tras at Section Plate t
s all b y lalfsers q-a.
I try Cesnputrue request. .
1I111 I 11II Z CompLJT'uB Inc. This design prepared from computer input by 1tIIIIll1111111 Ifni 11Ifl11111 1111111111111 Trans ID: 5162E
PACIFIC LUMBER / BC Tran I J.L1 -2
LUMBER SPECIFIICATIONS TRUSS SPAN 20'- 0.0' UDC 97 /7PI SINGLE MEMBER FORCES 4WRGD
LOAD DURATION INCREASE = 1.15 T 1= - 0 B 1" 827 W t= -276
SEER SPECIE GRADE PANEL(S) SPACED 24.0" O.C, T 2= -1099 B 2= 830 W 2= 559
70P CHORDS: T 3" -828 W 3= -280
-2x--4 - - -or 1 - - - 5- - - - - - - - -* ---- -- ." _ __ __-...__
I I BOTTOM CHORDS: LbADZNG" - 1 5= -L100 - -- - •
�, 2x 4 OF iE1.i.8TR 1- 2 LL( 25.01+1)L1 7.0) ON /OP CHORD = 32.0 PSF
Wit WEBS ; DL ON BOT1'OH CHORD - 10.0 PSP
cl 2x 4 OF STAND 1- 3 TOTAL LOAD = 42.0 PSF
us-, LEFT 841 RIGHT = 839
6 IC LATERAL SUPPORT <= 12 "OC, LION, -
BC LATERAL SUPPORT <= 12 "0C. UON. BEARING AREA REQUIRED (SQ. IN]
SR6 @ 0'- 0.0" 1.35 DI / 2.08 HF / 1.98 SPF
Reactions: 19.8" 0.6" ons: 949 63& SAG @ 20 0.0" 1.34 DF / 2.07 HF / 1.97 SPF
eatai
0 -122.6 or equal al iron- structural
vertical members (uon).
10- -00 -00 10 -00 -00
= 1 T
12 C -4x4.3 12
8_ooF 4.0" 77,
C-1.5x4.3 C- 1.5x4.1
.
tI
C' 1 y`.
e.
c C- 2.5x7.7 C- 2.5x4. ° � Ro ,
�- 2.5x4.3
Cac �G1 N1 . O,
1 -00 -00 20 -00 -00 ... 14
<�t
Scale: 1/4" q
c" )70I) IIA11E: SAGELARD BODITA UNIT A - Ill-PAR/GE. 's' }•- °- d.' /- WAR}fRiGS; G eneral Ntstes, unless alhemwise rrote p,�
Amy
_ r. i. easd t96.necel Wages and Yfunings indef. ectulruorixar of trusses. 1. Design In supfsut ids as sham. - - ", - -.
2 BuFda end erection earrtaetaa,h 4 be edriseel of as G.nwal Mots and d 2. titan assutrl°s the lap and bottom chords to he laterally braced at � 0 1
c FILE NO.: D- PARTGE Wareing. Le Mr. comb 6tnur..d a, Z"fJ'a,c and al 12'A' o.c. respec'tn.
3. 1e3 oonwseeston sob bracing must behstaAvd %Coda shoran e, 3. ltd Impact bddgud,or lateral bracing. l where shown + + f'y [�
1 . vlat.rat f.r nslsfit4 " '''U''' as ee.reprxary one peen iv t,m.k,ey,. 4 Installa_toe cl truss is the re alb try a the respective ccttracfor. 3(1 ;�)
tr 5. Design assumes messes are'tn to used in a non-corrosive eantcnrnent, N ��
L.,�YItCFS [.;f
cv DATE: 5/25/2004 nsmtb. designed and .sod ed by ors ntr at..m¢1.ta ofn}nrse. and are Pat 'dry wsdrtion'atuse.
ii comport.= ■sssees no re s rionsit7TAy eoe .ixh boxing. G_ Design asset tut bearing at all supports streets. Shim Of wedge if
>- Si No bad sha+dd ba applied to anti .ompaw "CAI tilted d bracing and nt
Q DES. BY: MC melon. tsare nomyrn.re. ,awatno tm- rerg m
n 'h, design 7. Gesigna rtes adeeqquatedrainageIs ande{i.
loads be epp6W 1a mry ea smite a. 5. Plates shalt tie lottii an bath faces at Voss, and placed an their center
SEQ. Canc./ ate h..+ no centred over and aasan.rc no cm{rutsttL&Y tcc tin, rnas ceirr_Ide sae joint eentsr lines.
s.
�! 1'723039 tat >r>rativ+,iwn:lbsi shkm•rc and hgoyaoon a .nnr{wrenas. 6 t?ditb basic scdplate la Victim.
SO. For basic desrsn values at the e ctim. tvs Prate, indicated by the prefic Gnaws
t, twa4.a101ixh.raew.a r. - e s on bns'mws:d , f n setforth "C". 4211,
ey TR In Faa+ist or trlltYr C/. k-, 0551163 6064 a 01.4tantee5llbe he ,-, 4 , 11.4 11. The CoespeTivs Net Sectiem Plate is intii:end by me Pprefrx"Ctr,abe
by tarcienu ram rest. designate (181 indicates 1e ga. material is uses. AB bitters ate 711 ga. 7 ■®
1II111IIII .
DampuTrus InC, This design prepared frost computer input by 111111111V11111 11111111111111111111111111n Trans ID: 51621
PACIFIC LUMBER / BC 3.1.0T1214 -Z
.
r-- 6-
LU3IOBR SPECIFICAC TRUSS SPAN 20'- 0.0" (IBC 97 /TPL SINGLE. M146ER FORCES 4WRGD
LOAD DURATION INCREASE - 1.15 T 1" 0 B 1- 627 11 1- -276
SIZE SPBCLE GRADE PANEL(S) SPACED 24. O.C. T 2= -1099 B 2- B3D 11 2= 559
00P CHORDS: T 3 -B2B W 3- -260
- - @
-2x- 4 - -AF. - 1z,ETR_ _1..7-5 _ _ T 4 9 _ - BOTTOM CHORDS: -LOA __ =-- T 5� -lion - 0229 4
1r 4 DF (1IGBTR 1- 2 LL 25.0)4D1.( 2.0) ON TOP CHORD = 32.0 PSE
WEBS: DL ON BOTTOM CHORD = 10.0 PS E'
n STAND 2x 4 DE STAND 1- 3 TOTAL LOAD = 42 .0 PS
l� LEFT .. 041 RIGHT = 639
c� TO LATERAL SUPPORT <= 12'OC. IRA .
Be LATERAL SUPPORT <= 12 "OC. VON. BEARING AREA RP,QILLR$D (SQ. L)I)
BRG 0 0 "- 0.0" 1.35 DF / 2.00 HF / 1.98 SPE
Reactions: 906 B36
OVERHANGS: 1 903 936 BRG 0 20'- 0.0" 1.34 D£ / 2.07 11F / 1.97 SPF
0 -142.6 or equal at non - structural
vertical members (uon).
10 -00 -00 10 -00 -00
f
12 C- 4x4.3 12
0.007 4.0• '8.00
2_
. C- 1,5x4.3 C- 1
I \
Lc)
Le c>
o t ex •.
F .
o� �`0 PRO
* 4
° - 2,5z4e3 C- 2.5x7.7 C- 2.5x4,3 °
c �5 1 �Q�
J .� ,
1 -00 -00 20 -00 -00
‚ GO
_ Scale: 1/4
cv JOB tlA14E SAGE-LAND 90)11TA 0011 A - B- PARTGE
'�G��`
leaf illiG General Notes, unless otherwise Rated:
mot t. Reed at Gene tinter sad Warn iqe before e. i aonGtn of musses, I. Desioir to suppos( loads as shaven.
2 8uiidrr end ex egton contractor shook, be edvitod el el Urn oral WI. and 2 Design assumes the tug and bottom drords to be federally braced at r,j r - c ri l�
` FILE. NO fl -PARIOR W aringsb •ftesnotsnrction. 2 ' - Cr 0sacidel12'.0'oarespectively ..,. �i'F'h�t�t -L V U
<, 4,20 bciegiugx 5 ,. tea r: sst:n reb brxay nnesi be:,aa.d.rt,tr..twsn +. 3, 2x4 tr[ the lateral branr�� fa-owned where sedan a ■
orr`Rm 4 Mstallahon d Voss is Ue rt:s o L< be4'foad in the respee oonc& contractor.
4. Al 122a bores resisting •IaneN.s sudr es tnrvar ua P.17.1.114{1 brander}, brander}, 5 Desrgn trusses are be u�d to a nmcar o ntract ntnen;
<v DAT£: 5)'2 /2901 mu 4a desgn., ochre, end art tor "dry car
finori',use
campot.us oose as seseston testy t orsnob te en np. 6. Desgn assumes full bearing at all suppwtaehmm. Shire ot wedge 4
S. !towed stood be tooted to ary cnmpbnarA. triter al bracing and lterssaty.
DES. 13: 1.1C Unclears es.r:ornOrt.,end at nodmeshwWd any kmdsrieel•r Then deslan 7 DD esgnassumesadeqquatetAeintpeis provided.
Inks beopkedto eery ocmvoneen. 8 FTaies shall belocatedon both faces of truss, and placed eotheircen!ot
C come...axis bas no oorrtml over and etrrw ro
mea no cpcn elTey Inr rh• Ones a r rndde with )Olnt center lines
6 1723038 F abriouixi. b• nd rng, shtpmartandIns tawA„ofoompan•nts. 9. Dig, indicatesbeof einInches.
„ �Q , 10 For base design valuee of the Cornpu7rus Plate, indleated by the p efix
7. 'fife design is tumkhed ab}eu W the irdxdons r . truss demon su fort 'C see I_C-B.O 0R 4211 ,.
L by try kr ttaarorTeNeiCAir SCSI imcopiesofstt ,kbeab• rsrdst , ed 11. The Campu1n tstlet Section Plate Isind atedby the prefix "CN he
by 7.orneutnra nCnteidols et. dnSignalor (I8) indicates 18 ga materiat is awd. All others are 20 ga.
lUll111111111 Gomp'uTrus tric. This design prepared from cctrptxter inp•.it by {{ IE1EIUJI Rig MEIIIIIinEIME Mil IEEi Trans 1D: 51621
PACIFIC LUMBER / BC 7,1 .0T (1G1 - E
.
LUF{BBR SPECIFICAT TRUSS SPA]) 20'- 0.0" UDC 97 /TPI SIUGLA MEMBER. FARCES AWRGD I •
LOAD DURATION I!lCRIASE = 1.15 T 1= 0 B 1= 827 N 1= -276
1I2E SPECIE GRADE PANEL(S) SPACED 24.0" 0.C, 1 -1099 B 2= 830 11 2= 559
TOP C)iORDS: T 3= °829 W 3= -280
H_2x 4 DF #L&BTR 1- 5 T 4= -829
BOTTO)4 0II09D: . - . . ... .. .. - 1,0ADF)1G - - - • • - - T'5= - =1100 .... - - ' '
2x 4 DE 110BTR 1- 2 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 POE
�.> 'WEBS: DL OI) BOTTOM CHORD = 10.0 P5E
c 2s 4 I}F STAND L 3 T LOAD to 42.0 PSE LEFT = 841 RIGHT = 839
tr■
Al. LATERAL SUPPORT <= 12 "0C. UON,
BEARING AREA REQUIRED 15Q, III)
- GC LATERAL SUPPORT <= 12'0C. LION. @ 0'- R I" 1.35 OF / 2.0 NI / 1.91 SP'
OVERHANGS: 12.0" 0.0e BRG 0 20'- 0.0" 1,34 OF / 2.07 HT / 1.97 SP.
Reactions: 908 B36
10 -00 -DO 10 -00 -0
12 C -4x4.3 12
Eoor 4.0'r aa.oa
a
2.''
C- 1.57.4.3 C- 1.5x4,3 ye
4r) `r'
0 o ae
P `F
I
° IC- 2.5x4.3 C- 2.5x7.7 C- 2:5x4.? ° •���,
1 -00 -00 20 -00 -00 41'8
�,, O ,
RE -OH
Ls' Sca1Q: 1/4" � v (� U .Y ,fig' �`!
c,--, c,--, JOB NAME: SAr,R1.AND UD211TA Will A - C Fa • 2 O •
waratrs: General hales, unless otherwise rated. � l Q ! 0
1. *bred 159 Omani Naa 4Wm
s nod rnk b rlo aeu
e n l a b n orteassi u. I 'Design to supfrs4loads as sbhaem
2. n4
Strider ction ld beadoredot 0 esnereJ l 2 D` signassumes the top and bottothctrotds .tobelaterallyMacs'at
c FIL NO.: C .nnsitu:tinownmen 711'o.c and atl7f/oo.respectively,
C---.1 J 3 Zet Impact bridginy,cc lateral bratan re
w° "eo e`t°r° quired where Shawn 4 4
EXPIRES ry1 �� C C t
�. 1r3 conwr. sc rr bbrusg must be Mtateilad M,tee shorn v, 4 I lion cf truss rs Mte responsitalRf ' c9 the respeCiiv ®conhactrai. N ^ EXPIRE S 6 130 10
a ,411 >a esbj ed * fe b elements dd b such as temporary o mp and permanent 5 . esian assumes Pusses are to be =Ina In a wan- corrosive environment
L4- DATE: 5/25/2004 mustbades;per.dwovradb`td. er rAew, compact. -ndaretor'dry conarb otuse_
c conpufrunas :ureenomponetaRytosuet,bracig 5. Designaawmes full bearingat all supports Omen_ Shinn et wedge it
s. bl. iornS s&'. ti be applied In arty conwonerA anti OW an bratNB neat r ecessery.
DES. 13Y ; CC festoon,. ere nornoW., eM et ei ®'e
rotine aJd eny lands ater Orel desk?, 7. Deslge assumes adequate drainage is pranfded,
bads O. embed to ae+t' oonwonare. 8. Pates snail be la ma ran both Fa✓es of truss, and plated so Ihetr center
d. Cur utebFunaoomaovrt •andann+m.norenpttnabEtyfeettu (inesco'tirddew>lhpin ! ceMarlittes.
SEQ.: 1723037 tnaaricetlan, hen d4ty , shrprrie re end r oonpdneMs atelationor 9 . Digits init; size 0
10 Fo, bask d qn values cd the ComptiTnas Plate, Indicated by the prefix
T, era a It a furnished sebtani la 111. Fm a,o,s
Felt on !Nee 4etw S.t %brat - c4 . , see 1 C, H, U RR, 4211.
by Sell 1asl sr 7rFmPA.in MC,S7 l - monpl..ofenkt.errt b Item hed 11. Th. Compidrvs Net Section Plate at Indicated by the prefix "CM ' the
by Co.-mottles tr• request desiyna%sr (93) Indicates 10 us. material Is used. All teas ate 2`I ga
41111111111 / CampuTrus ir1 This design prepared t:rorn ccro input by fIIJl Iiiin111i11Hiniuu iii ti Ili tilt Rill Trans ID: 51621
PACIFIC LUMBER / BC .a.sT( 1
7 LUMBER SPECIFICATIONS TRUSS SPAN 9'- 10.0' Gable end truss on continuous bearing wall,
LOAD DURATION INCREASE = 1.15 . C -1x2.6 or equal typical at stud verticals.
^J LOAD
SPECIE GRADE SPACED 24.0" O.C. Refer to CompuTrus gable end detail for
TOP ClytcsRUS: complete specifications.
- 2x 9 --OF - - n C - -• - - LOIdMH --
BOTTOM CHORDS: 0) OIf TOP CHORD = 32.0 PSE
, c
',..t 4 OP t1CBTR SCBTR LLI 25.o) +DL( 7. DL ON BOTTOM CHORD = 10.0 PSE
c.,. i{E8SI
s .,'x 4 DF STAND TOTAL TOAD = 42.0 PSE'
'C LATERAL SUPPORT <= 12 "0C. DON,
BC LATERAL SUPPORT <= 12'0C. DON.
4-11 -00 1 4 -11 -00
12
12 C -4x4.3
8.007 4.0" N13.00
2..^
c> 11111 Ln
. iliiii_______, _....., ca
Q
0- 1.5x4.3
c- z.5x4.s
PROVIDE FULL CONTINUOUS BEARING c -2 . 5x 4 . 3
4
9 -10 -00 1 -00 -00 3
1 - oo - oa - soPROfi�es
Gi3
L' � Scale: 1/2'
c -ti JOB NAME: SAGELA2lD BOIIITA UNIT A -• A -GE
ORE
Y1A R1nFiGS: Oehel'al Notes., anlets oSlkerYn se r'rcted:
i. � Y2e g Qb �' '
Reed Gat, t ae rtra Ytarranss d be oth t . 1 fettim D g n tosupport leads s
o Cottn
hush.
2 t3uiSer nM at►aron cnrtrecta si wch as t dvtsed nteenmat Not Aa m� 2, D�gn 3s wlne<, the top bottom tote !Mealy et ` , C
` " ' FILL NO.: A -GE Worries' berets cons tr uc tion carvnaus es . 7-0'oc and al 1Z-Cl QC. tese�ad�e�,+ely, - -
c - • I a 1.13 mom...4o n.tbrede.gm.e sl heinotellsdah 3. 2 r41mpacl brldpreg eriaterai Gra ting r u 4 a I ® � ` y
4. Install of thus is the tespcclsfbillty Qre respectn+e,(=trad e
4 . All taarat GKr» resistieg e lemet tis empmeary GG an 5. Design assumes trusses are to be used in a rron �rtosrv+: erhironment, _
L ` ^
DATE: 5125/ 2004 treed be YskJxaa.dDrvvl•dbydesgn. otawrgset »snv =ors and are fcr `iricondalion °oluse.
Coerpuiruc too. S rn (ES pOrl y be euo., bneino. C. Design assvrnes tun bearing at all supports slrcrrm Shim of aedgaii t°�/ 11p r �/ttl
S. No land stesed be igpW1 to any convent-fault! altar en teecaeg end necessary. EXFilkt. 630gn.*
DES. BY: MC rachcr ars an complete, and ed no time* slrnnd any Io v}a Elan n design 7. Design assumes a u'ate. drainage Is provided
weds. be e d B. Flees shah be located on bath tares of truss, and placed so that center
apal Inmryo o aa. (.11. tines minclQe idiot oonloi FTes.
s , cunyx1ms contra oYee end ecotone. nonemr p Y A,Dgisindl�te 2e d plafalninr. .ties.
SEQ.: 1723036 teMimtis, twWFiig, shipment and yrnaR,tion of componenrz t a, For basic de_ei s values of i i c e s . Comp/Tres Plea, indicated by the Farb.,
T. 1113 deO n I. turrusttod stblew to Eno 4titaiiona t Cuss der i,ns so4 torah 't", see 1.C.B.D R.R. 4211.
by 1 f71n bil-S1 a FMYYTCA Ye El= lea copies at seithai be beleohed 41 The Cerr>puTNS NO w e i. on Plal Indicated fi
ted byye ppaaeti><"C1r' the
m81011* by Ce ma a xn ra q�e.rt. designator (i 8) i nt C 18 ga. material is used. M corals are 2 ga_