HomeMy WebLinkAboutTRUSS PAPERWORKWas
Truss Type
Oty
Ply
P.SLP - AMARAL RESIDENCE
42039
I
ROOF TRUSS
1
1
Unamcem I cuss IT., rort rlerce rb J MA-O'#LJ" Y.WL 5 JW I a izou wn 6 tm uiu WWRR, uw. lu= raw 7
741-0 9-0-0 14-"
9 140.0 7-U 2-0-0 5.0-0
�4x4=
St,-uG,e zXa. 4 5
1 6.00 1z
i.co
•
3X4=
N
3x4 -"';: 3.00 FIT
_• 9-1-8 '•4-1"
Plate Offsets (X,YX [2:0-1-7:0-0-81,
[4:0-2-0.0.2-q, [7.044.04-81
LOADING (psi)
SPACING 246
CSI
DEFL (in).- Qoc)' ,(!deft ; ,,
- ,-PLATES,, r3Rlts.. :
TCLL 20.0
Plateslncrease 125
TC 0.52 .
Vert(LL) ;',,0.16 --2-7 >999,.
'M20' 2491190
TCDL 7.0
Lumbeelncrease 1.25 .. '
BC . 0.40
Vert(TL) -O ip ,: 2-7 >568
BCLL 0.0
Rep Stress` Incr YES'
WB' . 0.24
`' Hod(LL) . 0.04•-- ' S.' ., , ola
BCDL 10.0
Code • SBCISBCCI -
. (Matrbc) ..
1st LC LL NGn Udefl P360
.-�A/eight BB lb - : .
LUMBER • : BRACING,..-;
TOPCHORD 2 X 4 SYP No 2ND TOP CHORD. Sheathed,or 4 14 on:center ptoin spscing,'aimept and vat.
BOT CHORD 2 X 4 SYP No.2ND BOT, CHORD Rigid ceiling directly applia6-or 6-1-8 on carter brecirp: , '
'WEBS 2 X4I SYP No.3
REACTIONS (Ihlaae) 8-50510.3-8, 2=67210.8-0 - - -
Max Horn 2=338(losd case 3) -
Max Uplift8-323(load case 3). 2-346(load case 3) 4 ` ; ; + .
FORCES (ib) - RrstLLoad Case Only
TOP CHORD 1-2=77, 2-3-1158, 3-4=- . 4-5=�r707, 6-8=-505, 5 6=-482 '
BOT CHORD 2-7=1025, 6-7-47 t
WEBS 3-7=.321, 4-7=242, 5-7=742, ,
NOTES,
1) This truss has been designed for the wind loads Generated by 110 mph winds at 16.1abdve ground level, using'7,0psf.top chord dead bad and 5.0 Od bottom, chord dead
load, 7 miYrom hurricane oc@enlige,.on an occupancy category I, condition I -enclosed building, of dimensions 568 by 66 ftwith exposure C ASCE 7-93 per SBC/SBCCI If end
verticals or can it , ers exist, they are not exposed to wind. 'Ifporches exist,. they are not•ahposed to wjnd. The IdmberMl. increase is,1.33, and the plate grip increase lu .
1.33 ' d
2) Provide adequate,dreinagp to prevent water ponding. .
3) All plates are M20 plates unless otherwise indicated.
4) Gap between inside of top chord bearing and first:diagonal or vertical web shall not exceed-0.5001n.
5) Bearing at'joirtt(s)i 8,1'considers parallel tgg�ajn'value using ANsirrpi 1,1995,angle to grain formula. Building designer should verify capacity of boaring surface.
6) Provide. mechanical connection (by others) of truss to bearing pieta gpable'ofwdhstanding 32316 uipi t'at loiiit'8 arid338Ib' ;
uplift'at)oint•2, `
7)-This truce has been desjgned,for both TP:-W and ANSYTP,I 1-1995,p1 hhg criteria. .
LOAD CASE(S) Standard: . , .. ;
Job
Truss,
Truss Type
Qly
ply
P.S.L.P: AMARAL RESIDENCE
2039 11
-ROOF
TRUSS
1
1 '
. ••- -� _ --•• _ •- • .... •......o... , ur . u r" v, ww7aa0 loin! rage I
�1-0-01 8-7-11 11-0-0 14-"
2-4-8
UOCt.I).
3z49 : 4 5
6.00 12
' - - • - 1. x..,. .. ;.`.. .(L-, .
r i 31f4—i:i
2�cy Sbb �r�
' 3.00 12 Gt%. �iGYis' aw 1-. • A'� -
te-
Plate Offsets :I :0.2-2 0-0-f4.0-3-0.04-711
LOADING (psi) SPACING : 2-0.0 Csl. OfFLc '' ; '(m) '.(foc) Udefl: I - PLATES GRIP
TCLL 20.0 ' Plates Increase J.25 TC : a.73. . Vch(LL) 025 - 2-8 .>6?p MZO . 249h
TCDL 7.0 Lurritler'facrease • .125 ` 'BC "0.55 Vert(TLt)
BCLL 0.0. ,,.Rep Strew Incr. l'FS - WB . 020 Harz(TL), .6.15
BCOL 10.0 ;'Code SBCISBCCI (AAahbc) - ist LC LL Mn IUdell 360
LUMBER BRACtN¢
TOP CHORD 2 X 4 SYP No2ND ". -TOP C�ORD Sheathed-& 3.�i4 on'oenter (n'
BOT CHORD 2 X 4 SYP No.2ND : ;�°0 ° vert(ca�.
• BOT CHORD Rigid ceiling directly applteJ ar.6-QO on csriYer bracing,
WEBS 2 X 4 SYM No:3 !
REACTIONS (Ib(sim) 9¢505103$; 2=572/0-8.0 w v °
MMX Herz 2�2poad case 3) ' y } • ; �'
-Max Uplift9-U70oad case 3);:2-314goad'case ,3)' ;
FORCESlY ` t\�
Qb) - Frst Load Case On
TOP CHORD' 1-2 17, 2-,3 -1085; 3-4*-487, 6-9. 5 .54-442, 4-5=.3g6..
BOT CHORD 2-8-924,7-8?876. 6-7=28
WEBS'
NOTES
1) This truss has been cbecked for unbalanced loading conditions.-..
2) This truss has beerr,designed for the win3 loads generated try 110 mph winds at 16 ft above ground ievelr using 7,0 psf4op choid �t9ad Ioa&and.5.0 d bottom ehord'dead
,load, 7 rn from hurrii�rue oceanline, on dp occupancy category' 1;'condition I enclosed building, bfdrmensrotis $�}Kpy 66 ft viith exposure C ASCE 7-g3 per S K end - . verticals or centileirers,epst. they are not exposed to wintl:.ifpor6itese>psf,`theyare notexj�dsed"to,wtnd :The litinbsr DOS irtocease to 133, and true{�tste grip increase is
1.33
:3) Provide adequate drainage to prevent vyeter-ponding ' _ :c
4) All plates are M20 plates unless othetwjsa indicted
5) Gap.betwaen insLda of top'choYd"bearirig'aed First diagonal or veitical web shall nbY'excaed 0.500in M
6) Bearing at joint(i) 9, 2 considers parallel to grain value using ANSUTPI 1-1995 angle to grin formula Building designer
should verify capacity of bearing surface:
7) Provide mechanictil'connebdon. (by others) of truss tci besring plate, capable of withstanding`347.16 uplift atjoutt 'and 31416
uplift at joint 2.
8) This truss has beeri designed for both TPI-85. and ANSVMI 1;1995 plating criteria. ' `''•
LOAD CASE(S) Standard .. '
Jots
rouse
Truss Type
Qty
Ply
P.S.LP: AMARAL RESIDENCE
42039
iaRD
ROOF TRUSS
1
1
y.wc a .+w� a lam Iw a a[ uwasuiea, IRQ. rn Hpf urL VY.3U:70 l}1f.1�1 Y98e Z
LOAD CASE-(S) I, a
Uniform I oade (pM
Vest 1-2-94.4, 2.3- 5 .3, 3.4■138.6, 2-6-10.0, 5-6-21.8
Horz 1-2-108.4, 2-3--64.3
Drag: 34-0.3
Concentrated Loads Qb)
Vert. 6s462 '
4)1st Wind Parallel: Lumber lnbrease-1.33;.Plate Increase-1.33 ...
Uniform Loads (plf)
Vert: 1-2.4 4, 23?50.3, 34=138.6. 2•6-10.0, 5.6-21.8
Horc 1-2a-108.4, 2.3-34.3
Drag: 3-4160.3 ,
:CoaoenbVed Lcada{Ib) _.
Vert: 6=462
H
��� - '' •� ti. I + f I 'Si 1' -1 :'i F� 64.ro1's,�
•1 . {, i l 5 �M 1''+' ' , . t f5 p �55'\, wv f v
- t `' yr r 5`+ • e .- r , � .
;I. , Ott iv,,, i e5 ,R ,ltel.efl,rtLe,,
.. '•''•- s .' �' •t � t i T r ly Il5: ehr �6 ri -5e t.,•51 t 1 aj St. h ✓IA r
. � � �•,: '` � 't.. 'I (� r 'aI 5'C ^�L 1.1t, F+.I '! ttC� {ts i e-.r ,
'� ,r _. t +t ` 6 3 •� � ,�� � 1r, � 5 i"Y t. ^�;, �5 S' 'or t jj.4
, . .f a Fs 'Y Ii �• d ' r f �. ,e pr^r ;,�, <£. a,,x \ t f
'•'� o t Ir 1 t r S 1 sa '� 1 +< I\ I �1 .,I'.i�.
r
Y - L jy t 1 I t s:.!�i•n slit Ir egl+Iyi 1. �d'r ,+,}! ual'1. r�1. 1, i
•t)"f
Job'
Truss
Truss Type
Qty
Ply
P.S.LP: AMARALRESIDENCE
42039
GRD
ROGFTRUSS w
1
1
cn8MDM cruse inc., tort mence ri. s4v"-cqz; •a.u-c s,jun to awa rw i emnausmes, inc, rn Apr uz t V=.141s88 Pegs 1
124).0
1-0-0 7.p:p
s 3 `i
it `C'�: i,x ery: +. (; t4 •..r
,. ax8 t _`� .fib" G) t-cut� � , .° • .
2* ktL
- 3 l70 12
74-8
Plate otrseis (X,'�:.�[2 0.1-i.040-8i,.[10_3 , 0 241, L%0-",0= +8t
LOOLDIM8,(psf) SPACING' •> 2-" ` ;: CSI. DEFL (ritj (lac)' l/deft. PU1TE3 GRIP
TCLL 20 0 y Pletos Incraiass 25 r TC 0 89 ~ Vprt(L.L 017 2 >S ` flilZO+ 2401190
TCbL 7 0 i Laminar Increase 125 BC ,: 0 62 ' Vert 019 2-6 .:,,M :
BCCL 0 0 ' ' Rep S .incr NO 1IdB 0 66 . Hod( .M) . 0 08 '7 nA
BCDL ' 10.0 �:. r Code ` 8t3Cl5EiCC1 Qvlefrbc) 1st I.0 LL Wn !/tail 3t30 Weight 531b ;
LUMBIkRa
13RAOIKS
¢'TOP CHORD- 2 X 4 PIo 2ND ;TOP C,H013D 'Sheathed or 3,-2-12 an center puriin'ap &i. i.m0 c 13t end:MaNcais. ,
BOT CHORD 2 - *SYP No.2N0 • ; SOT CHORD Rigid ceiling :thistly apply a 4-442 on carrier ".
"WEBS :2X4,SYPNo:3'Except' ;
REACTIONS (�[ilsiz®) 7m1047f0-38;2�77c � 1 .. _ ... •- - ..
Wi H6ri 2 w274(load da" 3)
Max L(�-8:i9([oed rasa 3) 2�-576(load cue 3)
F6RC66S.'Qb)
TOP CHORD 1-2-.17, 2-!3--2044 3-4=176&- 5=7=s-1047..4-5--'M' 7
SOT CHARD `2-S-I808 5�1
WEBS �-6QA28 4+6=1742 r + _ �:. .'' • - _ ,
NOTB3
1) This-tniso has"baevr designed for the vend rands generalad by 110 tnph wipds at.16 ft above grcod&ievel„using 7.0 psf top cho d!deed load and $0 psf tioltom ctwrd dead'
load; 7 mj from humcancy ocsranUdd on an occupancy category I,'conddion t onclosed,buildino, of dimensions 56'ft by.W ft l rM mpciWm C ASCE 7-93 per SMSBCCI If end
verticals or can$ledars exist, they are not exposed to wirod. if•pbrches exist, they are.not wwssd to vend. The lumber DOL intxeaae is 1.33, and the plate grip increase is '
1 33 r. N v ,,
2) Except as shown below' Sp oiai ronngctton(s).regwn3d•to support ooncentrated load(s), Design of connaCtlon(b) is delegated to Ure building desrglter.
3) Rrovide agenjuate draijwje to prevent water p¢nding t ! '
4) All plates sre'M2Q plates, uolessotherwise indicated41
5) Gap ttetween'iriside ottop chord t>aep g and just dragonnal'orvertical web shallnbtmobad O.f,COfrr i�
6) Bgaring at joint(s)'7,`2 conidd"-imrallel tq.grain value using ANSVTPI 1-1995•angle to grain forrnyW 94ildmg dirsignec
• sfiould yenfy cppaC><y of bearing sriiface
7) Provide rt%chanic�l m' 'hir ctron (ty 0thers) of tivss to bearing"plate ppable of withstanding 839 Ib upltt at joint 7 and 576 lb
uplift a; joint 2.. ' , ; '
This truss. h;rs heel d ri for both TP >� esig ed 1-$5 and ANSIrTPI i-1995 plating criteria.
1) Regular. Lumbar InereaseO'125, Plate.lnareases125
Unifcnn�Loads(PIQ. - , •..:; :•:.,,;
' . ' Vert1-2=54.0, 2-454.0. 3.4y117.6,
Cbnr antnited loads (Ib)
Vert: 6-47S
2) Wind Left; Lumber Ihcrease01.33, Plate Increass=1.33
Uniform Loads
•Vert:1=2�296'�2-3�-145i3-4=138�;t3,'2-�-00.0;5-Cs�.•29:8-. . r r> .`t •' •r` y .
Horm 1''2--43.6, 2 0 5 1 �..• f +ie; : sr r. .
Drag:-4* 9.3 .
Concentrated Loads Qb) a: • . . - u '.. ! . .
3) Wind Right-art
ght turn% r' Incret�se=1:3�3,`.P.lata Incresse�1.33
Continued on page 2 ,
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