HomeMy WebLinkAboutTRUSS SPECS - 99-00003 - Nauvoo Apts - New BuildingJUL 07 Y99 01'L34PM SHIPPFNA9
JUL. 7. 193'9 11 � 25flM ANDERSON COMPONENTS
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1 1-0-7 1�i 0 20"4.54*0 M7.l 1 3444
44.11 4.7v11 4m7&11
511.00
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Jill 11111111 23
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M FrI Juh'25 143ill! INA -V : 5 W . ping I I
Wilma -0-0
13 4&24 30
4-7-611 -1 1 4-7-11 1--1
0-1 .1, 12
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26
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1448 9-6-3 114114 1 $-&IQ 204.9 2540 29q.J 3V 1.i
I u" 4.7-1 1 4r7-1 1 4-7.11 4-7m1 1, 4�.?-1 1 467-19 4*7■f � X7°•11 44-11 47-11 4.I!
01
LOADING(p! SPACING 2-0-0 GSi L�EFL
TCLL 33-0 Pfau In ass 1..� S TC 0.79 V!A -0�q� � �3�T�aR(Pf1LU OR
TC[3L Q.0 Lumbrr inc�e@me 7.i6 8G li.A2 VL� -1.33 � MWH 1 I �
BCLi. CIO Rep stress lr�or YES vvs 0.90 �Io�T�) 0.96 �e
SCOL 8.D Codi UBCIA�fSi95 lid LL Nin YW � 240 Vl��ht � R�
TOP CHOW 2 X 4 SPF I 650F 1 ,JE
MP CHCS pu►iin sng.
SOT CHOFtO 2 X 4 SPF 165OF 1.1E'UoGpt' BOTCHOM #mid �POW or &C4 ars oen�or
F%1 2 X 4 COW Na,3� B1 Z v a SPF Np�
ti+VFBS 2 X 4 SPF ftd(Std 'lxC�p
W10�` 2 X 4 SPF 1 E�OF 7.5E. W1 2 X 4 SPF Novi
W10 3 X 4 sRF 165GF 1.5%
REACTTIONS (W61z*) 2ey253. 18na.
lax Hvrz 28ge79(faad case 4)
Max UpIiR29m-1690vad case 5), 16-"-@l89(taad cuss 5)
FORCES -first Laed Cep Only
TSP GHO 8 1%2v138 244-6217. 34"-6000, 4-5=,5814v "=.M14. S-7=&SM10 74p="4W, , �B�Q iM 0n-5285 � =
#��5■168 .
SOT CHORD I16-20*55�2!t
.�$6-1 35 z 2647m4t810125Fmfi8=5332J�/z�.z�w�2/��. 2&2il��, �. , �3�a,
'rEBr7 2-.28n-2385,2-27=52111 3-2%-796* 3-26=714 �28A-(IT1� �ii�162 9-24miG 6-Jmid40ot 7`�m�1, 7-L2�'O95Y
e-za•3E�1, �-22=-,8�3. �2���4�, ��-���-eDa, �0�.�0+19�, 1�-20���r 1�-1 7f
�4.17s�a11, 1d-1F��38S
NOTES
1 } T4s MAX hall D"n Cha�Ckstt for unbalanced loeding eondkions.
2] This tnmi has been QovigRsd 1or the wird 10iods ganamted by 60 rnph winds at 26 ft abCw �
gr*4md *VG1, using 8.0 pzf :op chord dead land and a.10 Psf bocAOrd dead load 700
urn=ni oefanline, an an occup�r�c� c�ri�g�ryt, wrldrh�h 1 Ce1tlCttd bufl!!I�lp, of id40
1t by 24 ft with expae ro B ASCE 7-83 or U EC NISISIS If end vrr#imEs or tv1e�l�r� eat,
aro eaepo"d to wind. If porehea exist hey are erased to wind, The lumber Dpi In
7.33, •nd th/ pla'De grip incre�sQ is laid
3� AIS plata reg M20 plate$ unlCs� fteWi5e
4This tr�ra his bNn dealgned der a 713.0 psi bottom shard ij+t load nortcOMCuRM" wMh ergr e�
liw kwods pt Table Na. I B -B, UBG94_
-5} PrWWQ rnkmr conr,ecffvn (by vthars) of tress to hearing pate abie arrvRhrs�n�np
Ib u*j�ai�t 29 ■r�d 1131; ib uplift at Joint'f 6.
s
6) TAItn�a his boon dasig ned wA#h ANIS UTPE 7-1ass Cr1ftade.
LOAD RIS) stamdamd
I
JUL 07
'99
01:05PM
SHIPPENA9
JLL4 711
1 1 .
28AM
ANDERSON COMPONENTS _
'TNN � raiat�'ype '--
F7728 AIG !COMMON
"A en�re0n bORIpORlfltB����ro
lip
NOTES
�� This truss has men doslgnad fir the wind loadsjenerated by 80 rnph wirids at Z5 1! above !
deed laud end 8.0 �sf bottoms eho� dead lied, �a gni frim run�r� vasanfinean an aim
�u,�ding et d�re�r►�tana a5 ft by ft pith e�cv��'uro E� �5�� �-93 per UBCJANSi;11�3 If e�ldVO
exoaa� � wind. #f porches exist. they are exposed to wind, 't'h tUmbw DOL 1AersW iS 1
pc�ssd
3) For atud+� �►eto wind sec MrTek ~5tar�da�d C78010tad�e Eno Dir
4 Hon sts��s� �ser�ng candIdon. RevEe�+v 'equir�d.
� All plates sA i�30 plus unless at�rerwise indlcateC,
FSIilea � 20 M20 unlC�s ati�e�ri*�e indit�#�d.
(349119 ids at 3-0-0 0n center,
'1'Yr�r truaa his l�r� designed for a 10P.0 PSf �!!om cl�o�d live lead r��onCv�te� � �Y
UBC -94.
g} Proulei
� 'E canneetiam (by amens} a} tmss to beaHng plt�b� capODle of v�s�ndtn�
int S2, 4 W1b up��R at joint 29 $nd 67 Ib ��� vt joint 28.
1 atn
�'i�ie us+s had wow" dcs1gn�e wh*� ar�c1 0 1 _ 1 q�� rrit��ie_
LOAD C (S) SWIdard
NiQ . P. A
t 1, using 8.0 P�f top CW4
Catiggo►y I, wQiAen i enddsed
or Cant1wera &3t, ftLY JIro
l0 tM plates qrtp inc7ea6e is 3.33
5
Ii" knds W Table Na- 1 &S.
b YP'M id joint 51.6? ib UplM 8t
P.
9
JUL 87 199 01:04PM SHIPPENA9
JUL4 711999 11!26AM
I ru aS Irypis
Al DEL. M00, QUEEN 13 1
3
uampontrits v 171 idaMO-F-11-951 ILI 83403- Fea 15 1 vW NKTW W"M
I
X7.1 A i- 1 6-1 l 24-" J R1 3"4-1
- ,.-�� _
_1 1 6.1 4-14 40 614
If
r-
4x a
2x4 +i
i
em
22
1 2019
4X5 = 4X6 r.
I
1 j-4 7e.5 &143
a119WORVE&V.e
LOJtDING1&0 SPALhNO 2-04
TCL
TCOL A_0
8CLL 0-0
SCOL 8.0
Ptates Inemese 1.15
Lumber Inrreesa T-15
Rep
Srm Incx YES
Cade U13CIAN3105
lip
i-1 3 80143
lolls 13
TCa � oer� -0� po�e�
13Co.sr vV°
WB 0,70L
�) 0.22 14
1 It It LUL 1�t Yisetl = b
TOP GMG�D 2 X 4 SPF '�854� 7.5E Top CSD sh1
GOT CHORD 2 X a SPF 1 AQP t.SE "Exr•aQt' BC?T CHORD b**S
182 2 X;SPF No
WEBS 2 X 4 SAF Stud/Std '"Except6460 in
W1 2 !C 4 SFF Na -Z, w7 2 X 4 9IFF No -2 VYE95 Z Raws a
W7 2 X a SPF rv0.2
RC"[IQNSblske2 2253SM��5-8. 1 �2535A�-
"
4ax Horz 221IW79(load caps 4)
Max UPjM=M_j65jL(jQa'd case 5), 1 4=1 69(toed case 5)
FQRCP.S (1b- Fir* Lamd Case Only .
TOP CHl7 114=1", 24=140, 3�-35BS, d-5r3183.5-8�31133. 8T -44W. 7 2#0,
llmI2_140,12-13=144
BOT CHORD 1-22w-125,21-22=3182� 30-21n3137. %-20m273R, 1&1$027M, 17-78827=
9}14n125
WEDS 3-29n50 4-21mg6, 4 -201L -525o 6-20=587. 6r18m-234. 7-180700, �15�934,
11-15=k, �22w-3, 17-1 4ft.3. 2-22!!1L:286, i2-14a,Z88
NOTES
1 j This dvsm fts man chided for vrtbalanCvd loading CvndRionit.
2) Ti4j& truss h92 been designed for the wind loads gensnted by 80 n" winds at 25 ft eba
Eeael, usins 8,4 pad tap c(�ard dead cad and 8.0� ps# hem dtard did fid. 7pp
gmurod
urtiane aceanline, on an o�cwpancy aat� ory I, cond�ion I onCJ�asd bull . a� d1mmft Eby 24 R with expoauR e ASCE 7-�3 per �BCrAN5IQ5 lendwvrttoala orra ead
are axposW to wind. If po es eidat they ars exposed to wind. The dumber DOL 'in-
1.33
nT.33 and the 9260
te grip ir�cnease is 1.33
3 AlI p�s !� plateuntess vtf�enMse !ndleafad.
4� Th�� trade flea Wen desi?1M9n6.r
ed bf a 10.0 psf baftern chaff live load nonme=rn�t witlh sr
r
�e ioids pec Table No. U8GW94_
� IbP upif�R �r��p�2� and 1 �Bb up at t ol�1of truce to beadng pl+� capable ifa��s�and
6} This t�tis� has bagn designed with AtvSIiTP! 1-1 S" e►isl
1.93A0 C" S tia n da rd -
NO.T75 P. 2
eu JR 0n) J
L! ti
44 zt
Z� I I ,
P
14 M ■ i
3-0.`341989-pd�!'f
213
At
1
U
-44.
i
PLATM 0 I P
W 14M 19711A4 1
n&
lt 2W 1b
- w 4b d r
rsw an ce, pulln spidng.
On rentor
I+4► br�dnq: 'ice &18,
13p�b &18f 3-22, 11-14
qP
ON -31 9-1-00141 91 't a -19w-3586,
&17=2733f 14618w3137. le.15=31ffi,
SMW719 10118AL28,231
L 1&
r�
JUL 87 199 Of:05PM SHIPPENA9
JLL. 7.1999
'tob "a *
P7123
Ar�aereon
AlG
LOADI NO (W�
TCLL 3S.0
TCOL 8.0
8 -CLL 0.0
6CDL 8.0
LUMBER
11: 27AM
■ � i
'IT rug's �.
COMMON
254-00
600
14
7 'dlW1
F STIO - STiO 2
T4
T1
a
I I > > q
i IMAM
Novi
i�
.L
s
SPACING 2-"
Plates Increaso 1.15
Umber tnarease 1.tF
Rep Sft98 imcf YES
cede S VAN 49 19 wS
TVP cKoRD
2 x 4
SPF
140,2
SOT CHORD
Z X 4
SPF
N'0-2
was
2 x 4
SPF
Stud/Std
OTHSRS
z x 4
sRF
srudrsrd
oEFl. ) rkta) caoa)
0.0G
7 wt LgLLLL Min 2f0
� a -
REACTtGNS (fCJstZo) 45=814'4:0 40624&47-I•+0, 354/4744 41=�18W47-". �l11"4
8E#J4401 95�147�-Ct4l�+•19914i�. 47='�O:i4t4-0m �ZOeJri7�, �l7
52=5t'y314 7-4-0, 38=1 W474-0, 37m208147-".36■l N1474-0
Max Horz 52f347cad case
Mild Upoft5I =.I5$lead Caaa 9 , 421L470'oed t4ie i)
Mast Grav4-5z I 7ooed Wse 2}0 40-248 Cid +mss• '[). 35al 7 oQd ma 31. 410�
��• � 7o(�aed ae�e 6), 43��1 vvd casa 8 , 44�� [cad c�sr I ,
a���fl5paad C��e 8 , 49 195 ipvd Cis• Y , 60=293 CWCess , 57
3$•170(Eaad sae 37-21❑ �aad q�ii . 38��� oad c� I
FORCE (m) - Fkot Load Case Only
TDA C.Ho-R� 1-2 1, 2 3 88► 3 -*m434, "9425, 5-6m427, 8•�StWO, 74394281 a,
100=428m 10-11-9428, 11-12n425, 72-1304-11, 13.141m3e3, 1+4-7$4d3. 15m#�
196-17=425d 1 7-18�►4Z6 d 1 S-1 B�2B. 1 �-2Or�d2Q, 20�,�1 �Z��", 1 -8. Z'�
:47gi
Z�4240dZS. 24r -25&s34., 23oL23m38#, 2&27=Q7
BQT CHORD 1Z2w-347, S1-32=0, 50%31=0,, 0-80EO, A8 -AW, 474Wk-30mo,
d6-�Mf4�46�■i),
�t5m0, 43-�aNO. 42.43■0, dti ���, 4D414.3&44) --O.
. -
3&37wQ, 39.30=0, 34-35=4, W4400,32 -3300o 31-3260,3041WOw A*Wft,
28-29*0, a7-28347
WEBS 1"0116237RE �3.+���.17�, 1�39�-z7'�� 1��2'-138 11-43m-17�5,14441%wl7a` r
6.46=172, $47=1724 Gm"Nw173, 18$0 44baLig3 m1+■.T'a, VMm641170,
I6m36=- 1 �►8, 17-3�'='�75t 18-3Qu-1 7:t, 1 9�-34■-1i2, 2�3��7'Z, ?��i1 i3,
23-31m-168, 26-30w-10, 2 28-28r6370
NOTES
1)1rnIs truss nes dQan
-Chocked for vnimienced ioaainQ cordftn:.
-91PEW-0 jEft Amk
27
-Rom w
Y
PLAT GRIP
197/1"
Mkht 307 le
Wa-0 an aan�rr purlin spadryg_
or QCI CSAtW
13w4l, 1 2m4Z
11- � 10441.93-Iff 42=1WV x 4S=20QA4?-4-0,,60w241/47-44 51!w5i/47-4-0�
39*188 ivaa Cs
id apse 6 , 474tosd
id =m7�, 5�i27�load
J
It