HomeMy WebLinkAbout0127.97 Truss Plans OCT-17-1996 08:20 FROM RYLAND MIDWEST REGION TO INDIANAPOLIS P.002i003
* CABO MEC 92 COMPLIANCE
Ryland Homes Submitted By R.H. Tracey Page 1 of 2
Builder Ry Date 02-17-1996
Model Hanover C De Da s 5630 Indianapol
options All Options Fu 11 Bsmt . Wall Insul . Filename HANOVOOA
Type Single Family
-- ----------------------------
Uo Totals Proposed I Required
-
Component Area UU01 Total Uo Total
Walls 2958 . 123 365 . 132 388
Ceilings 1375 . 032 44 . 026 38 - -- -- --------
Floors
168 . 047 8 . 050 8 --- -- -- --
Bsmt walls 1227 . 080 97- . 097- 104 This House Qualifies with Total
----- --------- --- -Total � 514 538 U-Value Calculations
------- ------ ----
-- - - --- ----- --
Soecifications Uo Calculations
Walls Size O.C . Insul . 'Sheat . Component Area U-Val Total
A Frame 3 . 5 16 13 4 . 0 Frame Wall A 2074 . 061 128.. 4
B Frame 5 . 5 16 13 4 . 0 Frame Wall B 082 15 . 52
C Frame-Gar. 3 . 5 16 13 . 45 Frame-Gar. 0 189
D Masonry 8 N/A 11 N/A Masonry D
E Basement 8 N/A 11 N/A 063 15 . 57
Ring Joist 9 .25 16 -13 4 . 0 Ring Joist 405 -48 194 .41
---- --- --------------- Window A
Doors Panel Glass S .C. Window B
A Metal . 19 . 62 . 88 Window C
46 62 88 Door A-Panel 39 .19 7 .41
B Wood . . Door A-Glass 6 . 62 3 . 72
C Other __ Door B-Panel
Ceilings O.C . Insul. Sheat . Door B-Glass
A W/Attic 24 30 N/A Door C-Panel
B No Attic 16 19 . 63 Door C-Glass 36S . i
Totals 2558
C Other -------------_ Uo= (Ut/At) 123
--------- -------
---------------- . 032--
O. C. Insul . Cover ""-- 1375 44 . 1
Floors
A Non Cond. 16 19 1. 23 Ceiling A
B Overhang 16 19 Ceiling B
C Other N/A 5 1 . 23 Ceiling C
--------- - -- ------------- --------- - Skyight A
windows U-Val S .C. Skylight B
Vin 48 . 88 Skylight C 1375 44 . 1
A ViB Totals 032
C Uo=Ut/At
Skylights U-Val S . C.
A Standard . 62 . 88
B High Pert .NOTICE: Users of this software are responsible
C Other for the specifications and dimensional data
_________ __ ___ _ __ ___ __ used to generate this report . The developers o£
HVAC Equip Rating the software are in no way responsiblt for the
misrep"esentation of any 'building due to errors,
Gas AF' 80 other misuse Of the software.
HP HSPF 6 . 8 or or any
AC/HP SEER 10
iJoU
Truss Truss Type Qty Ply
-:4061 S03 STUDIO VAULT
7 1 =HANOVER EL.B PH(RYLAND) S7S]019
3.300 s Sep 20 1995 MiTek Industries,Inc. Wed Oct 16 17:03.22 199( Pm,;r.1
Eagle Industries,INOPLS.
5-0- -9-6.g 14-02 16.04 19-9-2 23--2 27-3-7 J2-'9 72.11-0
5-0$
4 6-0 4-6-0 1-11-8 3-9-2 3.9-2 3-9Q 4-8-9 0.11-0
5x5 rl
5
8xB 4
4 3x5
6.00 F12 6
4x10 3x5
3 7
4
m 13 34
3x54 4x8 12 8
2 gvt0 3x5, ,A
11
3x5=
10 r
41s Id
y
3,50 L2
dt t7 16 2x5 6x10/M 16=
1 2x4 II 4x10=
3x8=
t7-11-8
5-0.8 9-641 140$ 16-0-0 . 19-9-2 23-65 32-0-0 27-3-7 4-8-9
5-0-8 4.6-0
4-6.0 1-11 8 3-9-2 3.9-2 3-9-2
FEW ts(X,Y): I1:0-0-0,0-0-0],14:0-3-12,0-1-8),19:0.6-12,0-0-0],113:0.1-0,0-1-8],114:0-3-8,0-5.41,116:0-0-0 0-1-87
SPACING 2-0-0 CSI DEFL (in) (lilt) I/deft PLATES GRIP
st) Plates Increase 1.15 TC 0.93 Vert(LL) 0.69 14 555 M20(209a) 194/1 62
.0.0 Repber Incrthtt VE5 WB 0.00 Horz(TL)) 0.89 19 Na Mt6(t6ga) 164/11.0 Min Length/LL tle8=360 Weight:207(Ibs)
0.0 Code USC-94 BRACING TOP CHORD Sheathed or 1.7-1 on center puffin sparing.
RD 2 X 4 SYR No.2 BOT CHORD Rigid ceiling dvectN applied,or 10-00-00 on center bracing. Except:
RD 2 X 4 SYP No.2-Except' 1.176-310,16-17:6.3-0,15-166-3-0,4-14:1 A-6,13-14:6-3-0,12-13:6.3-0,
14.9 2 X 6 SYP No.2 1 t-12:6-3-0,10-11:6-3-0,0-10:6-3-0.
WEBS 2 X 4 SYP No.3*Except* WEBS 1 Row,at midpt 443
14.3 2 X 4 SYP No.2,13-5 2 X 4 SYP No.2
REACTIONS (lbs/sme) 1=133210-3-8.9=1392X-3-8
Max Horz 1m-86(load case 2)
Max Uplift 1=-166(load case 4),9=-185(load rase 4)
FORCES
TOP CHORD 1-2=-2430,2-3=2046,3-4=-6821,4-5=3507,5-6=-3507,6-7=-4314,7-8=-5086,8-9=-5 1
BO CHORD 2 10=9442 10-1371,376=,195143394=4297,14-106=2879,4.13=4406.5-13=2949,6-13z-776.6-1 55'1 15 15-1 - 2 2=405,7.122-702,7.11=233.8.11=-585,8.10=83
NOTES sl lr mfrs
1)This tmss has been designed for the wind loads generated by 75.0 from winds at 25.0 feet aoh a category I enclosed building,of p
chord tleatl load and 5.0 p.s.f bottom chord dead load,100.0 miles from humcane oceanline, 9 7
dimensions 45.0 ry 24.0 with exposure C(ABLE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end veniczlsare
exposed.
.11� 2)S posed. H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows:One connector at joint(s)t,9. .
GQC1Z
LOAD CASE(5) Standard
ST/-T,E Of e
�S�uanttr��•••
OCT 16 1996
li
I '
'I ®WARA'INO-V ri-LIM ding,,parameter and READ NOTES ON THIS AND
REVERSE
SIDE BEPO>u DBE.
J enth responslUon,-1 bulbina'dedgrnif not tmss
Desgn valid br uu only crab MBet wnnectas Ihb desgn.Y baud onNupon patameten drown and b for vrc.mdlNdual bulgrna component to be
hf,.i*d and boded vertically. Applicability 01.Cesgn`parameten and proper tncorpornal j of atory b auksance
deigner. Braclna shown 4 IoLbimal support or ,oNbual web membeu only.Additional temporary bwclna so bsaie dpbluty dwlna construction b .. iTek®
retPOnsIDI11tV or the ere<tm.Adtlabrrpt permanent brocbr0 01 the overact svuaiwe b the refPOnstbuity of the DuYdVra defgner.For General
'- Meo'dIN ir100.110-1 acrd{rocprra eKrpmsm.ndotsono euobb�r°ts d tracin ctlluotetu593 D'.641, b DnNe.and., DSO-59 W53719.ctrq Spectacdtbn,orW Hlt-Vt
Job mass Truss Type Oly Ply
406'.1 HANOVER EL.B PH(RYLAND) 575Jd201
4061 104 COMMON 1 1
E091e'Indusuies, INGPLS. 3.700 s=ep 20 1995 MiTex Industries,Inc. Wed Oct 16 0'9'.22:14 1996 Poge 1
t 7.0.0
-0.I t-x 60-0
at t.9
64-0 aa0 0.1L4
4x4 =
2
8.00 12
v
4
1 2x4 11 3
4=
' 3x4 3x
=
aao aaD
3.0.0
Plate Offsets Ky): 11:0-0-0,0-1'3113:0-1-9,0 1 31 .
LOADING(psf) .SPACING 2-0-0 DEFL (in) Qoc) I/de0 PLATES GRIP
CS1 TOLL 20.0 Plates Increase 1.15 TO 0:41 Vert(LL) 0.02 413 999 M20(20ga) 194/162
TCDL 10.0 Lumber Increase 1.15 BC 0.22 Vert((L) 0.04 4(J 999
BOLL 0.0 Rep Stress lncr YES WE 0.04 H Lergtho LL deft=360 nla Weight:49(IDS)
BCDL 10.0 Code US 94
L BRACING
UMBER
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Rigid ceiling or B-0-0 on center puffin spacing.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling tlirec0y applied,or 10-00-00 an center bracing.
WEBS 2 X 4 SYP No.3
I REACTIONS (lbs/size) 1=52310 -0,3=523/0-0-0
Max Horz 1=103(load case 3)
Max UpliR 1=-80(load Case 4),3=-80(load case 4)
FORCES
TOP CHORD 1-2=400,2-3=-400
BOT CHORD 3-4=325,1.4=325
WEBS 2.4=117
NOTES
1)This truss has been designed for the wind loads generated by 75.0 m.p.R win or at 25.0lons 45b.o g24.Otlwlteh exposure C ASCE 7-93).dLUmber Increaseo 01533 Pla a Increase
=
load,100.0 miles from humCfIne oceanline,on a Category I enclosed building, �'
1.33.Both end verticals are exposed.
2)SIMPSON H2.5 connectors recommended to connect trust to bearing walls due to uplift as follows:One connector at joint(s)1,3.
LOAD CASE(S) Standard ,es,siM rttttt/t
20612 =
STATE OF : ¢=
oc r
.
e »ys
--®
REVERSE SIDE BFPO%f5E.
QvwxNa-v..Vya .�vnrat•,•ewRaw NOTES ON TBIS AND
_
Desbn volld for use only with M9ek connect-,.IhY cession h based only upon pgrameten shown.�d a la an NCbI�0.1 butdlno desbnm�nottruv
T,lolba and boded verhaaiy.'APDitcabtity of desgn pgramelert gntl propel eIbO1P-gtbn of coin ent k I0 incur V°
'desbner.BIO°Ino shown 4'IOr/otmal support or incNldual web members only.Addtlbnpl le,n ioc, dgcln0 to insure sta p^«O1fo O elaan Idpnce
Ie O`,nJblllty of the ereCIOLAdditbhol;POlM-II., ,y ,,, of land Di of dmoNw a the ra Quarry st of the bulltllnp MiTek
tabOcgtbo,quality cantioL slomoe:tlewerV.ereclkm dntl doem oonsu9'OSt-Ba Ouoley Standard, Wl53 imclna Specttlealbn,and NII.41
reaad n0 0•
Ma°dllrq Iruta111rW and{roelna iedomm�ndalbn av09pbb Vom➢uss Note hstitNa,393 D'Onoeb DMa,Motleon.W 133]10.
Oty PIY S3531PiJ
Truss Type _
Job Truss 1 406-1 HANOVC-R EL.B Rhl(RYLAND)
' COMMON 3 300;Sep 20 1995 MlTek Indus Wetl Oct 16 09122:48 t9'J5 Pagc t1
4061 T20
Eagle Incusbles,INOPLS. - 2aab 7at,- q
Inn 1-6
1660 80-10 6iLd
S0.t0 4:11-6
Ftt-6
yp10 •
44=
3
8.00 F11 2 i
2x4
2x4: 4
2
N
r
I7�
a -
�I 6 s
° 3x8= 4x4=
1
4x4=
xo-0-o
,o-0-o ,1160
loua
PLATES GRIP
-11,[5:0-1-4,0-t-t]
Pate Ousels lX,Y1: [1:0.0-010-1 DEFL (in) (loc) Udell M20(209a) 1941162
CSI Vert(LL) 0.13 615 999
Plates Increase 1.15
LOADING(psi) SPACING 2-0-0 TC 0.29 Vert(it) 0.27 615 667
TCLL 20.0 BC 0.59
Lumber Increase 1.15 WE 016 ) 0.02 5 Na Weight:100(Ibs)
TCDL 10.0 Rep Stress Incr YES Min Min Length LL dea=360
SCLL 0.0 Code UBC-94
BCOL 10.0 BRACING
TOP CHORD Sheathed or 5-3-2 on center pudin spacing.
LUMBER BOT CHORD 1-6:6-3A,5-6:6-3-0.
TOp CHORD 2 X 4 SYP N0.2
WE CHORD 2 X 4 SYP No 3
WEBS 4 SYP No.3
OTHERS
WEDGE Left:2 X 4,Right:2 X 4
REACTIONS Max Harz 1=71B670 ro4-0
oaci case 2) -
Max Uplift 1=.103(load case 4),5=-t22(loatl rase 4)
FORCES 3-0=-672.4-5=-913
TOP CHORD 1-2=-913,2.3=-672,
BOT CHORD 5.6=733,1-6=733 4S-214
WEBS 2-6=-2t4,3-6=4
NOTES 75.0 m.p,h.winds at 25.0 feet above ground level,using 5 Pp.s., top.of
i 1)This truss has been designed for the wind,dead load 10 by
9.:
dimensions o lead n 5 0 v S_f bob exposure e (ASCE 7 93)t0D Lumber Increase=c1.33 Plate Increase= 1 37 Both end verTliwls are dead
exposed.
A•,,•s \N IICFI'1,,,,
2)SIMPSON H2.5 connectors recommended to connect Wss to bearing walls due to uplift as lollovrs'.One connector at joint(s)1, ,` • . .•'•
Q��N �c74^ Vie,
' LOAD CASES) Standard ,ti� •LV,"' [IT�G
NC
f. X612 _
I - SiATE D'r
. 9oF• :'DIAL+)T•".`r
i
NOTL9 ON 7HIS AND NLti2RSE gNE HLPORt lf3E:
"t'r,NINO-Vel,o de+ipb laa
Rmdd�Md Rl�D on upon parametea SME and b foi an yldNldugl oulWlna component to be
n ramOlers and Rape,NCOloolalbn of Oompanenl a lesponslblalt,o1 oulWlnO aesbner-"I truss
De+bn vglk tot vse only with Maekconrwcfas.ihb desbn h bmeo N„ condrvclbn b IM M1
lnirared and b Ood valkoN" APPoadDelY o1 deda Ib -
net.For general Oubance
d oL YldNbual web meml»rs OnN•Adtlabrgl fempWary doaNO l0 Insurs slo V doling
del 1I ispOnslbll111y ONme e.n%f ACdabdal pelman<nt braOlnO 01 iM ovaOp dludlure b 1110 IespOnsbllay of me buldln0 detb MiTek
reaordba IabrkotlCn:puopty COntIOL stola0e,delvery,electbn and brocbp.abnsua CST-aa'Quality Standard,D61-a9 Imclrq Speplflealbn,oM NIL91 �I
MaM11na ln•1a111na and trxbla Y•COTm�lldatlarl Ovalbblb from Ile-FIal0lnstaure.543 D'OnOab DMe.Mddbon.W1 53719.
Truss Type cry Ply
Job mss :1757821
7 1 40G.1 HANOVER EL.B RH(RYLAND)
OGt T07 COMMON '11906 Ps L 1
3,700 s Sep 20 1995 MiTek Intlustrlis,Inc,I Wetl Oct 16 0722' J'
Eagle Induslnes,INDPLS.
z�blz 32-ac I
-all-a
7-612 &�
612
o-1t-d
bld
4x4=
3
6.00 12
3x5
3x5: 4
2
c
m
M
Zv
1n °
cI 6 5
° 1 2X64 I1 6x6= 2x4 11 3x6=
3x6=
23.612 1 32-0.0
63d
7x12 61z
SPACING 2-0-0 TO DEFL .14 (1716 1/999 PLATES GRIP
LOADING(psf) TO 0.91 Vert(LL) 0.14 7/6 999 M20(2093) 194/162
TCLL 20.0 Plates Increase 1.15 Vert(TQ 0.28 BR 999
7CDL 100 Lumber Increase 1.15 BC 0.68 Hoa(Ty 0.08 5 Na Wei ht:153(Ibs)
Rep Stress Incr YES WB 0.40
BCLL 0.0 UBG94 Min Len9h/LL deft=360 9
BCOL 10.0 Code
BRACING
LUMBER TOP CHORD Sheathed or 2-9-1 on center pudin spacing.
TOP CHORD 2 X 4 SYP No.2 BOT CHORD 1-8:6-3-0,7-8:6.3-0,5-7:6-3-0,5.6:6-3-0.
BOT CHORD 2 X 4 SYP N0.2 WEBS 1 Row at mitlpl 2-7,7-3,7-4
WEBS 2X 4 SYP N0.3
REACTIONS (lbs/size) 1=132410-3-8,5=1268104-0
Max Hors 1=88(load case 3)
Max Uplift 1=-185(load case 4),5=-166(load case 4)
FORCES
TOP CHORD 1-2=2062,2-3=-1396,34=-1396,45=-2060
BOT CHORD 5-6=1831,6-7=1831,7-8=1834,1-8=1834
WEBS 2.8=159,2-7=-665,3-7=785,4-7=-662,4-6=158
NOTES
1)bald truss h s been designed for ocean)d)load a enegory dl by 75.enclosed building,of Cimensions 45 0 by 24.dwltheexpos using C(ASCE 7-93)rd Lumber increa e0 p1533.Plate Increase
=
1.33.Both end verticals are exposed.
recommended to connect truss to bearing walls due to uplift as Ieilows:One connector at joint(s)1,
2)SIMPSON H2.5 connectors
LOAD CASE(S) Standard
r ',
20612
• 57aTE OF
�s � Ali
CT 161 96
I mss®
AIVARNING..Yer(fY d.•liu po,Aco,,n e•1d ItGM
NOTES ON THIS AND REVERSE SIDE own,BEFORE
and%f USE,an
t Inogpdalbn OI'tom FOnoci h 1e+pon a 0.01 y cl-lnG donut-rn 1;t .
pergn vplp car use'OnN will M6ek eonnedOp+pel+Npe� W�only onO pope n POiamelen+Mwn,antl b lot On Mtl Nkluel WtldlnO eomlgonen o IN
Innane0 antl booed vertlbaN� APDICO ®t1'
rt of tWNklupl web member onN.Aotlxh t lem powlV fty of 10 Ynme ppbmlY�l01`01 V ne ew<pOpence
oespne�.BwclnO clown Y to dditic 01P - 01 Ihs overp0+IWClple h the resPOn+Ib4aY OI'ine DSI-8 0 rOc' tlwutbM1 OtW 140.91 MiTek®
IevMn9bIIIlY OI the eleclq:Apollbn0l ppl monenl , we
iepoltllnOlnslellrw 0.M{p-My -n tom+m.,ago.wna c+olNS Iwmn iruu Tote Ylit pOe5V5a3 D'Ono Ob DMNe.MatlhOnDW'S37'O,elrq SpeO
Xonelln0
Jub
=T07A Truss Type C ly Ply
3 1 406.1 HANOVER EL.B RH.(RYLAIi0) 535'1122I AO61, COMMON 3 300 s Sep 20 1995 MlTeklnduslnes,Inc N/etl Oc022.23 177G P:nle 1
Eagle Industries, . :
160.0 2YV 12 32.r1a _?2
t l.0. b1C -
L 7.b12 6Y4 att-a
&Y0.
all-< 12 _
4X4=
3
23x5.
% 3x5 4
o
vI 6 -- 5 _... .
0 1 2x4 I l 6x8= 2x4 11 3x6=
3x6=
16ao
2Y 8-12 J2-0.o
a0.\ 7� 12 7-612 &34
B Y4
GSI DEFL (in) (IDC) Udell PLATES - GRIP
F0.si SPACING 2.0-0 TC 0.90 Vert(LL) 0.14 716 999 M20(20ga) 1941162
.0 Plates Increase 1.15 VeM1 0.27 716 999
0.0 Lumbeclncrease 1.15 BC 0.68 (TL
0.0 Rep Stress Incr YES WB 0.40 MI Len9N0/LL deb 5360 n/0. Weigh:153(Ibs)
II Code UBC-94
BRACING
TOP CHORD Sheathed or 2-9-1 on center pudin spacing.
D 2 X 4 SYP No.2 BOT CHORD 1.86-3-0 79:6-3-0,6-7:6-3-0,5-6:6-3-0.
D 2 X 4 SYP No.2 WEBS 1 Row,at micipt 2-7.7-3,74
WEBS 2 X 4 SYP N0.3
REACTIONS (lbslsize) 1=1323/()-4-0,5=1323104-0
Max Hoa 1=-78(load case 2)
Max Uplift 1=-185(load case 4),5=-185(Ioad case 4)
FORCES
TOP CHORD 1-2=-2058,293-1394,3.4=-1394,4-5=2058
WEBS 29=158926.7-1829.7-8=1829,1-8=1829
-662,3-7 83,4-7 962,4-6=158
NOTES
1)bald 700,0 miles hamehomcaneroceanGneloon agwtegotry dl enclosed of dimenvons 45 0 by 24.Odwilh exposure C(ASCE 7-93).chord
1) o p1533,Plate increase
ase=
1.33.Both end verticals are exposed.
2)SIMPSON H2S connectors recommended to connect truss to bearing walls due to uplift as follows:One connector at joint(s)1,5.
LOAD CASES) Standard
\\\\\\\\11til�tl\.t S3tt3
`� , •
bT,
�F
c��:r� gfJ.q
I _ 24:112
s*.ATE ,r' ,
0,vv�
00"T x\\1996
i
I
I _®
tere Oh BLAB NOTES ON Tffi8 AND REVERSE.SIDE BEFORE
®WAJUVING-V,,VV deelyn pawns -
nSlbOt Of buYOInO de"19 -notlmu
Inslo,ed and far
b,de4 ve baP/.A1APp\cabaty f don PO orn.ior.ad only oam of.Pe, ncolPolattbh o�wml0onenel h 10,an IespomtlM Yual buA01n0 aomponen o
deapnr.ewcln0 drown h Iq btel0l tupl0od Ot yWNklual web membeu OnN.Addabnal IempWabOX1 OI^Ihe building Std-199"'far O.n.,.l gubance
MiTek®
IevpanublulY of tiro erocta.. "'t"ol tu"O"d anenl.bladln0 OI the ovaa0\tmdwe 4 the lespo Y DSi aO S.OtrW Sp�ealeatbn,and HIS-91
ie°O�dlno lablbalbn,quail control.slora0e,delroery:elealbrl and blaeln0,consult G57-a3 Guaroy ,Maded,
1 NanEllrq Wtalllha and troclo0 eecommendal avaGabe Isom Teu Rate elstaUte.363 D'Onohb Duve,Madbon.WI53710.
Ttnss T t. Ol/ Ply
'nD Truss Yp• - 5753823
1 1 406-1 HANOVER EL B RH'(RYLAND)
n001 TI. COMMON
7.300 3 Sep 20 1095 M,Tek Intlustnes,Inc. Weu Ocl 1G 09:2:26 1996 Page 1
Eagle Industries,INDPLS,
14-b4 18-tbo 1344
I� ¢12 9S0 a.9-tT btt-4
btt-d a413
a9.n 4-)-4
4x4=
3
8.00 12
2x4 2x4
2 4
I _
rD
_ _ o
oI a s
1 3x8= 3x4=
3x4=
s,o 0
s so ¢�
sso
Plate Offsets(X,Y): ]LD-0-0,0-1-3),(5:04-9
DEFL (in) (loc) Well PLATES GRIP
LOADING(psi)
SPACING 2-0-0 CSI Vert(LL) 0.11 6/5 999 M20(20ga) 1941162
Plates Increase 1.15 TC 0.25 Vert(TL)
TOLL 20.0 0.21 6/5 999
TCDL 10.0 Lumber Increase 1.15 Wa 55 Horz(TL) 0.02 5 Na Weight:97(lbs)
BOLL 0.0 Rep Stress Incr YES Min Length f LL der=360
BCOL 10.0 Code USC-94
BRACING
LUMBER TOP CHORD Sheathed or 5-6-3 on center puffin spacing.
TOP CHORD 2 X 4 SYP No.2 BOT CHORD 1-6:6-3-0,5-6:6-3-0.
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3 ,
REACTIONS (lbs/size) 1=79610-",5=79610-4-0
Max HOa 1=-151(lwdwse2)
Max Uplift 1=-116(load case 4),5=-116(Iwd case 4)
FORCES
TOP CHORD 1-2=-865,2-3=-637,34=-637,4-5=4365
BOT CHORD 5-6=696,1-6=698
WEBS 2.6=-207,3-6=425,4-6=-207
NOTES tress has 1)o Id 100.0 miles from h designed
urricane ocean)ne'oon acategory I by building,of dimensions 4 abKNe 0 by 24.0 wily expos re C(ASCE 7-93).dLUmberancrease0 p1 33,Plate Increase=
1.33.Both end verticals are exposed.
2)SIMPSON H2.5 connectors recommended to connect W ss to bearing walls due to uplift as follows:One connector at joint(s)1, dt'0h 1w1 r "
Cq ,
LOAD CASES) Standard
i
STERF'Fo
l
20012
= , STATE OF _ e
00"T' '196
I
,/�' ten and READ NaMS ON TBIS AND REVERSE SmL BEFORE t15E.
,&W,RNING-Vsrfy dedpn paralrrs _ n ,nomelen tlwwn.and b 10,On vcl purl buOOlt' ComPOnenl to be
Desgn valb,o, .e only w11h.Malik oonneclowa.ihb desgn k based only upo P
badned aOd bade,vedboM. APp{cabnlY ol,deWn POlamete°( pope,IPCG,pm°Ibn of o iOly N b 1.JnjU,.ita OI burdlno tlesgne,-tbt mr
Section OI Ih Nx,uoI web member OnN Addllbn0l lempao�{b°Otto ne buw,noodas{qna. '01 general g bane
tlesoOn9olllfV Of I"e K a Adtlabrwl pe,manenl Nocl„p Of It"'ove,o{dmctwe a the,erp9° MiTek
jNOndldlni Itu°lal'icat on.tuioutlno N�eol. to-00e. ava{abb omn ituu Plata noS,Itul..W D'OneOb DIN,Madison.we 53719.elrq{poeNleolbn.and NI{-91
illJOb Truss - Truss Type ICIy Ply
I ICGI T09
GIRDER 1 2 40G-1 HANOVER EL.B RH(RYLAND) S353U24
i. Eagle Induslnes,
INDPLS. 3 3U0 S p 0 1995 M T k l o t Inc. W u Oct 1G OJ.22:35 1996 Po9c 1
SSS ii2 ¢SO 1^-4.14 15441 15Ibd
1S5' 2-11.14 2.11.14 2-1144 2-11.14 Si5
4x4 n
4
8.00 12 3x6. 3x6
3 5
3x5. 34
oaf 2 6
UD
mI u Io
° 12 11 10 9 8 7
1 3x6 a 5x5= 6x8= 5x5= 3X6 It 8x10
8x10
SSS biz Ssp 12-4-14 164-11 1510-0
3S6 2-11-14 2-11-14 2.11-14 2-11-14 YSS
Plate Offsets(X,Y): (1:0-3.7,0-0-01,14:0-",0-1-41,[7:0-3-2.0-0-0],{9:0-0-0 0-2-121,[11:00.0,0.2-12[ '
'LOADING(pzfJ SPACING 2-0-0 GSI DEFL (in) (loo) Well PLATES GRIP
LOADING Plates I ncrease 1.15 TC 0.31 Vert(LL) 0.09 1019 999 M20(20ga) 1941162
TCLL TCDL 10.0 Lumber Increase 1.15 SO 0.97 Vert(iL) 0.18 10/9 999
BCLL 0.0 Rep Stress Incr NO WB 0.62 MHOrz(TQ 0.06 in Length I LL dell=360 Na Weight:140(Ibs)
BCD- 10.0 Code USC-94
L BRACING
UMBER
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 on center Pullin 00-009.
BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing.BOT CHORD 2 X 6 SW No.2
WEBS 2 X 4 SYP No.3*except'
10.42 X4 SYP NO.2 -
OTHERS 2 X 6 SYP No.2
WEDGE Left:2 X 6,Right:2 X 6
REACTIONS (:Wsize) 1=6633!0.4-0,7=6 63310-0-0
Max Horz 1=-136(load case 2)
Max Uplift 1=.1367(load case 4),7=1367(load case 4)
FORCES
TOP CHORD 1-2=-9248,2-3=-7529,34=4781,4-5=-5781,55=-7529,6-7=-9248
SOT CHORD 7-8=7466.8-9-7466,9-10=6265,10-11=6265,11-12=7465,1.12=7466
WEBS 2.12=1995.2-11=-1539.3-11=2866.3-10=-2584,4.10=6174,5-10=-2584,-5.9=2866.6-9=-1539,6-8=1995
NOTES
1)2-ply truss to be connected together with IOd nails as follows: Top chords connected with 1 row(s)at 12 inches on center. Bottom
chords connected with 1 ruw(s)at 4 inches on center. Webs connected with 1 row at 6 inches on center. , pzpzW s r mS ysss,4
2)This truss has been designed for the Mind loads generated by 75.0 m.p.h.winds at 25.0 feet above giound level,using 5.0 P.s.f.lop
chord dead load and 5.0 p.s.f bottom chord dead load.100.0 miles from humcane ocean line,on a category I enclosed building,of d�4�EN Cq 4=
dnoensions 45.0 by 24.0 with exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end veNcals are ,0 �Q (y�F
exposed. `�5�:.LG7�1 EIj��t '.
3)SIMPSON HUS26 recommended to support span tamed at 24"o.o.along bottom chord. _ �,. G
fi^
LOAD CASE(S) - 2C612
1)Lumber Increase=1.15,Plate Increase=115 ,
Uniform Loads(Ibs peril) • STATE OF
Van 1.2=-80.0,2-3=-80.0,3�4=-80.0,4.5=-80.0,5.6=-80.0,6-7=80.0,7.8=-637.1,8-9=-037.1,9-10=537.1,10-11=-637.1, q 2 z
11-12=.637.1,1-12=-637.1 i9 •�•.�N�I A��I�• ���
nrnrttll
OCT 16 1996
®WARN]I G-Vitti design w+a mecum add xe.w N. as no THIS y o an REVERSE
oamirt c Smna.and hf usc.
De Ion volt lot me only with Mari eonnectoa.IDb aeYpga bosetl only upon polpmetea'mown,and 4 tot an hatAaual pupaIna cgnDanent to a Ould
do,gea ano hg 919 vest kfar APORCabMy of CedNi ualarnelen rnd blo my.Naolpoinal 1 pf component a 10 insuslbllay o it doi a aedanelli not fthe
etponabl0 Y oil me el•p I04 Adaaal su fbfmanent btabh0 Ob Ine OVaiog ttlUalu,. athet letia mbot,.l1Ine b ldli cleslprwlVl6Dr aenera�aubance AiTek
regDlCNa lobraatbh,dual conlloL sloraae,deYVery.•leclbn'and bloCha,cohsuM OST-aa'Ouality standar4.p51-89.arbclna SpocMaaflw,orb NIB•Ol 'v'
,,O din INlallbOt and firma R�domm�saalkM OvaRabb from imu Pale hstaule,Sao D-Onollb Dore,MdObon.w1 5a71•.
Truss Type Oty ply
J00 Truss 57570.5
1 7 406.1 HANOVER EL.B PH(RYLANO)
1001 T10 GABLE 5.
3.300 s Sep 20 1795 MiTek Intlustnes, Inc. Wed OcI 18 09',n_2:3B 1990 Pogu 1
-cagie imluslnes,INOPLS.
230 1}7.4
-611.4
640
r 0.11.4 640
4x4=
2
8.00 12 .
a0
a
I
�I � -
c 4 3
1 2x4 11 3x4=
3x4=
,x41.0
64-0 F40
6<
Plate Offsets(X,n: (CO-O-0 0-1-3J,(3:0-t-9,0-1-3)
OEFL (in) (loc) UdeO PLATES GRIP
LOADING(ps1) SPACING 2-0-0 CSI Vert(LL) 0.02 4/3 999 M20(209a) 194/162
Plates Increase 1.15 TC 0.47 Vert(TL)
TCLL 20.0 0.04 4f! 999
TCOL 10.0 Lumber Increase 1ES W6 00.0� Hoa(TQ 0.01 3 Na Weight
53(IDs)
BCLL 0.0 Rep Stress Incr YES Min Length/LL den=360
SCOL 10.0 Code UBC-94
BRACING
_ LUMBER TOP CHORD Sheathed or 6-0-0 on center punin spacing.
TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied,or 10-00.00 on center bracing.
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X.4 SYP No.3
REACTIONS (lbs/slze) 1=55010-4-0,3=55010 4-0
Max Horz 1=-107(load case 2)
Max Uplift 1=-84(joad case 4),3=64(load case 4)
FORCES
TOP CHORD 1-2=-425,2-3=425
BOT CHORD 34=345,14=345
WEBS 2-4=123
NOTES the 1)altl truss 00.0 miles lromehurtiraneroceelineloon ale allegory I endo etl oui tling,o1 dimensions 45.0 by 240 with elxposure C(ASCE 7.93)rd Lumber Increaseo pt33,Plate Increases
1.33.Both end Yenicais are exposed.
2)SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as lollawa:One connector at joint(s)1,3.
cyslss1111'111^l yy/,,
LOAD CASE(S) Standard
20612
- crFTE OF
• -o ,+• �C
.5,0�,•• �ryDl,iii •:•`��J'
OCT
_�.
I em and RLAD'NOTL9 ON 7ffiB AND RLVLSLSL SmL BEFORE USE. nl fobe
®fAAlUl1N0-Ver{(y deaY^F'a+any
[IbIl1Y of buldn0 desynel-not truss
Desgn valid IPI V[e onh wlh�,Mgek oOnneala4 IDh desgn h ba[etl.only upon paromelen Hawn,and h tar on iMlvbWl Milano eom
to b[uie e.bwy darn condmctbn h the
bSlplleal and boded vertically..APPecobaly of de[gnparalmelert aria pot»r Acaillon l Incorporation o1 compon o le4 de[gner.{al general ,io.nc.nly
dmlgner. Sl-chg[^own h for bteral Swoon malne broclnp obi ne overall[� snh IMl trs[Pan.only or In.building M iTek®
• ie[ponslolroy,of Ahe s actor.Addlbnal per _ y Ds!-W tracing Sp iffachon,and Mlt-el
redol,in,ta,,catlan;aualNY conliol[lwace;oelvery•alactbn and bracing,consult OS7-era Ouale Slbntlord, col SaT e.
r MoMling Indalllna end eroclrp t•oemm4rntlolb^ay.wbw hom Muss Pals Inslaute.3a3 D'Orwtrb DrNe.Matlhon.
Cry PN
3np Truss Truss Type -
1 1 406-1 HANOVER EL.B RH(RYLAND) 5353817
4061 G'c09 STR.GBL S. -
Eagle Induslrles, GE09, . 3.300 s Sep 20 ANO ER EL.B R les,Inc. Wed Oct 16 092Tt51 1996-Pa 1
f0.11- a-9.11 9.50.
11�0.d 1610.0 144.
dtt-d
49-12 47-4 4.7.4 49.12 P1 1.d
4x4=
3
8.00 12
2x4 2x4
2 4
m -
�I I�
6 5
1 7 3x4= 3x4=
3x4= 3x4=
I 12-0-0 I
7� 12-9-12 1 18.1"
7-0-0 1412 64d
Plate Offsets(X.YI:
LOADING(Psf) SPACING 2-0-0 CSI DEFL (in) floc) U999 PLATES GRIP
TOLL 20.0 Plates Increase 1.15 TO 0.26 Verl(LL) 0.03 6/5 999 M20(20ga) 194/162
TCDL 10.0 Lumber Increase 1.15 BC 0.23 Vert(TL) 0.06 1(7 999
BCLL 0.0 Rep Stress Incr YES WE 0.46 Min Length I LL dell 360 Na Weight:156(Ibs)
BCDL 10.0 Code UBC-94
L BRACING
UMBER
TOP CHORD 2 X 4 SYP No.2. TOP CHORD Rigid ceiling or 6-0-0 on center or 10 spacing.
SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling tlirectly applied,or 10-00-00 on center bating. Except:
76-3-0.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (lbs/size) 1=301M-4-0.5=50710-4-0.7=784/04-0
Max H11 1=-151(load case 2)
Max Uplift 1=49(load case 4),5=-77(load mse 4),7=-106(iMd case 4)
Max Vert 1=312(load wse 5),5=507(load rase 1),7=784(load mse 1)
FORCES
TOP CHORD 1-2=-68,2-3=88,3.4=725,45=433
BOT CHORD 5-6=349,6.7=103.1-7=55
WEBS 2.7=228,3-7=-501,3.6=361,4-6=-217
NOTES
1)This truss has been Checked for unbalanced loading conditions about joint 3.
2)This truss has been designed for the wind loads generated by 75.0 m.p.h.wind s al 25.0 feet above ground level,using 5 il ps., lop sp11 s I r r N,,
dimensions 405.0 by 24D with exposure hCr(ASCE 7.93).00L Lumber Increase=c1.33,Plate llincrease=a11 33.Both end verticals are f ,�x`Q��............
JC'S���•'h•
Chord dead j�ga'��-,•;�,1�/ •. fin,
exposed. �, y<�0•.•
3)Gable studs spaced at 7 inches on center. Nn
4)Gable studs exceeding 72 inches length to be Wtealty bacetl at midpoint For studs"posed Io vnnq see MITek"Standard Gable End
Detail". 20612
5)Studs to be fastened with 2x4 M20 plates. j O STAT 0
6)SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows:One connector at joint(s)1,5,7. • •� c c is
9 '•. �Q
LOAD CASE(6) Standard '� �•
' is ..
OCT 161996
!, Aw.+rwrxD-ver(fy datlrf ynrnmeeere a+fe.READ.xof'6s ox rms AND REVERSE smc BEFORE USE-
READ
volb lot use only with MReb conrseddf.the design a based only upon parameters shown.and a lot an,>w yol b'ildho designer component tm4
Indalbd and baited
vertically. ApPic ,sill Of design bolomefOrs and plop,incotporalbn of component a s"Ot
pesgnel. Blocing shown a lot atetal uppo,of NONklual.web membCls onN Additional lemporaly dacing to hsme tlabWtY during conpruclbn a the
responJblllN o1 the erecloi.AtldXlofWl permanent DIDab1g OI 1tse OYOraO deafate a the t dual standard,of the building rocs net.Po� atn guidance
general l iTek�
I regatobo.fabtgafbn,quolly coneoL storage,de,,sw.eeclbn and br=cae,conwa OSi•Ba OuaIBY Standard,DSB-69 4oclrq Spec
Handling Intlalllrq and II.Ing Bebotnmendatlon avolabb Isom fruits Rate Institute,583 O'Onoeb DMe.Moolsan,WI 53719.
rJOb =GIR02R rP/ Ply --- .I
Truss II Ply
Z F�061ANOVER EL.B RH(RYLAND) 53530.G
4UG1 T71 In c. Wed Oct lG 09:22:441976 Page l
3 300 s Sep 20 1795 MiTek Industnes,.
Eagle Indumnes,INDPLS.
66x0
}10 }la
31a 1412
5X5 =
3
5.00 12
2x4
2 4
ai
a
Io
°I _ s
6
1 6x6_ 6X6 5x5=
5x5=
9 ae /2.ao
a3A aa-n
ale of o
rRFACTIONS ffsets(x.n: f6:0-0-0,0-`a),p:0-D-o,o-4-4]
CSI DEFL (in) (loc) Vtlefl PLATES GRIP
ING(ps() SPACING 2'0.0 TC 0.12 Vert(LL) 0.05 716 999 M20(209a) 1941162
20.0 Plates Increase 1.15 Vert(TL) 0.09 716 999
70.0 Lumber Increase 1.75 BC 0.94 HORS) 0.02 5 Na
0 0 Rep Stress nor NO VJB 0.48 Weight:77 Ibs
10.0
Code USC-94 Min Length/LL dell=360 9 ( )
BRACING
ER TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
HORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing.
HORD 2 X 6 SYP No.2
S 2 X 4 SYP No.3
TIONS (lbs/s¢e) 1=4175104-0,5=417510-0-0
Max Hom 1=92(load case 2)
Max UptiR 1=-858(load case 4),5=-858(load case 4)
CES CHORD 1-2=-7744,2-3=-4627,3-1=-4627,45=-0744
CH ORD 5.6=3820,6.7=2682,1.7=3820 S 2-7=69,3-7=2733,3-6=2733,45=69
NOTES
N TES true to be connected together with 1 Od nails as follows: Top chords connected with t rows)at 12 inches on center. Bottom chords connected with 1 r ,4s)at 4 inches on center.
Webs connected with 1 row at 6 inches on center.
2)Toed,cuss miles n designed for the wind lot on ads ae category lI eclosed builtli^g,of dimensions 4 above y ground 240 withexpos re C(ASCE 7-93).�Lu beoancrease0 p1533,Plate Increase
ad
1.33.Both end verticals are exposed.
3)SIMPSON HUS26 recommended to support span earned at 24"o.c.along bottom chortl. ♦♦t♦a111 1111 rrtttt,�
LOAD CASE(S) ♦♦ t, •I. CA t'
1)Lumber Increase=1.15,Plate E Increase=1.15 `♦ t.�'�•• , !{�cf
1 Uniform Loads(Ibs per ft) ~�':��`5)E/;" • 9
VeR:1-2=-60.0,2-3=-60.0,3-4=-60.0,4.5=50.0,5b=.617.1,6.7=-617.1,1-7=-617.1 h Cl••,
&:
20G12
STATE Of • J
- ••. :' C�
�.rrnl�t
i
AINARMNO-V°r(fir d,rlpn param°
trn and READ Norms oNTRIB AND
REVERSE BmL BLIWRE USE. be
Desgn valb lot u+e only wan MOek connectors.the defgn',a tw.ed only upon o,amelen 1... and a 10-,,an IndMduor ber Ling comoonent to
mtlallea ontl-1 u- my baB'/. AppiGObGaY OI tlOYOn OolOmeten and Plopel YtCarpalOfbn of compOnenl late to 0,UfblNY OI bOMInO Oetgnel-rWt Ithe
Y OubOnce Is[
""""Feel.nd'a 0 Ylown a Jq lateral faPpoR of hdNldual web members only.Atldabnal lemaolaw.biaclnd 10 Nsms dabWY tlmNC condmclbn ° M iTeka
IetponslOM Of Ine elealot.Addabnal pelmanenl Waelna of tae overall structure a the IetpOnt"dry of fhe bbNdal9 P°sgr1°� for general
egatdrn Ivan otoral uality e°ctomrm°ndallo^a°t°b omni and uss Rate in�lI,.,u5630'O,,,DInNe.Madaon DW`51719.a�Speemaotbn.and MIB-Vl
/L Truss Truss Type
T20 COMMON 11 ril Oty ------�
406-1 HANOVER EL.,B PH(RYLAND) 53531127
,fuslnes, INDPLS. 3.300;Sep 20'1995 MITek Induslnes,Inc. Wed Oct 16 09:22:48 1995 Page 1
/ 50.10 1660 I 14-11.6 I 20.0.0 �61t-q
10.10 411.6
4.11-6 50.10 611.4
4x4
3
8-00F12
L;
2x4. 2x4
a 2 4
N
r
1�I Its
0 1 6 5 0 ... .-
4x4= 3x8- 4x4=
10-0.0 20-0-0
1660- 1600- �,
i
Plate Offsets(X,Y):
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/de0 PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.29 Vert(LL) 0.13 '615 999 M20(20ga) 194/162 i
TCDL 10.0 Lumber Increase 115 BC 0.59 Vert(TL) 0.27 615 887
BCLL 0.0 Rep Stress lncr YES WS 0.16 Horz(TL) 0.02 .5 Na
BCDL 10.0 Code USC-94 Min Length/LL dell=360 Weight:100(Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP N10.2 TOP CHORD Sheathed or 5-3-2 on center purim spacing.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD 1-6:6-3-0.5-6:6-34.
WEBS 2X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
WEDGE Left:2 X 4,Right:2 X 4
REACTIONS (lbslsae) 1=787/0-4-0.5=84310-4.0
Mw Horz 1=-167(IWd case 2)
Max Uplift 1=-103(load case 4),5=-122(load case 4)
FORCES
TOP CHORD 1.2=-913,2-3=-672,3.4=-672.4-5=-913
BOT CHORD 5-6=733,1-6=733
WEBS 2-6=-214,3-6=444,4.6=-214
NOTES
1)This truss has been designed for the wind loads generated by 75.0 m.p.h.winds at 25.0 feel above ground level,using 5.0 p.s.f.lop
chord dead load and 5.0 Ps.f bottom chord dead load,100.0 miles from hurricane aceanline,on a category I enclosed building,of
dimensions 45.0 by 24.0 with exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are
exposed.
2)SIMPSON H2.5 connectors recommended to connect[runs to bearing walls due to uplift as follows:One connector at joint(s)1,5.
LOAD CASES) Standard ,v� ��tW C,4c7�`,
i
'_ 2C6t2
e ci ATE OF
1t44aI Nt
A WARNING-.V-ft deeipn im.te and READ NOTES ON THIS AND REVERSE SD)L BEPoRL USE. r-�
De 50n v-W InI use only with Maek'conneclon.this Cii It bored ony upon palmate. nown.and k'I.,an Individual building component to be
Indalled and boded vertically. APpldabIllY of deign palCmeleis and propel h.orool-tbn of com Po...I h IetponsbWtY of buWhg deign.-riot bw,^
desgnel. If acing-mown k Ica Initial suppod of l Wdual web members only.AddMbnal tempGary bracing to in dabgry dump condmclion k the]
e$O0ngbPIIY Of'IM'aleclG:AddNia"I pStmanent b..Ing of ine ov.ol drgClme k the Ieiponslogry.ol.the bvIMIng-desgnet Fol;geneiol guloanc,
mp.idmg foal .lInn..uaey conliol dotage.Oatvery,eiectbn and Godrlp,consult OST-0-a Dualay Standard,DSB-89 am H18.91
Handling Imfollkq OM truckg tecorrrnenc ...table 11.Trw R hdltute.583 D'OrweIn Dlbe.M.00n.wl 53719. M iTek®
Job Truss Tluos Typo -- Oly Ply
P --
1 q 40G-1 HANOVER EL.B PH(RYLAND)
405t 2 GIRDER � � 2 5353826 r.
Eagle Induslnes,INDPLS 3.300 s ocp 20 1995 MITek Industries,Inc. Wed Oct 16 09:22:55 1996 Palk 1
4-1-3 ]-69 11-0.0 14-54 17-1613 22-0.0
a1-J 1i7 1S) _ 1i] 1i] atJ -
4x6=
4
5.00 12
3x5 3x5 a _
3 5
2x4%\ 2x4//
2 6
4
cj � jo
0 12 it 10 9 6
1 44= 4x4= 4x4=4x6= 4x4= 410=
400=
49-7 btl-2 13 14 17.2-9 22-0-0
as7 a1-n at.n at-n a9.]
Plate Onsets(X'): [1:0.1.6,0-0-101,[7:0.1-3,0.0.101
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (roc) I/deft PLATES GRIP
TOLL 20.0 Plates Increase 1.15 TO 0.34 Vert(LL) 0.1511/10 999 M20(20ga) 1941162
TCDL 10.0 Lumber Increase 1.15 BC 0.87 Ven(TL) 0.30 11110 859
BOLL 0.0 Rep Stress Incr NO WB 0.51 HoR(TL) 0.07 7 Na
BCDL 10.0 Code UBC-94 Min Length/LL dell=360 Weight:132(Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-10.11 on center Pullin spacing.
BOT CHORD 2 X 6 SYP No.t BOT CHORD Rigid ceiling directly applied,or 10-00-00 an center bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lbs/s¢e) 1=4735/0-1-0.7=4735104-0
Max Herz 1=11(load case 3)
Max Uplift 1=.947(load case 4),7=.947(lud use 4)
FORCES
TOP CHORD 1-2=9628,2-3=-9538,3-0=-7262,4-5=-7262,546=9538,6-7=-9628
BOTCHORD 7-8=8870.8.9=7281,9-10=7281,10-11=5478,11.12=7201.1-12=887a
WEBS 2-12=-156,3.12=2353.3-11=-1266,4.11=2951.4-10=2951,5.10=.1266,5.8=2353,6-8=-156
NOTES
1)2-ply truss 10 be connected together with 10d nails as follo+s: Top chords connected with 1 rew(s)at 12 inches on center. Bottom chords connected with 2-now(s)at 7 inches on center.
Webs connectetl with 1 raw at 6 inches on center.
2)This truss has been designed for the ,,nd loads generated by 75.0 mo winds at 25.0 feet above ground Level,using 5.0 p.s.f,lop chard dead lutl and 5.0 p.s.f bottom chord dead
load,100.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase to
1.33.Both end verticals are expased.
3)SIMPSON LUS26 recommended to support span tamed at 24"o.c.along bottom chard. taa,k11...1 tarn rrrer
LOAD CASE(S) '` r•�,9 r0
1)Lumber Increase=115,Plate Increase=1.15 �`. ' '•• �F �:
Uniform Loads(to$per ft)
VerI:1.2=-60.0,2-3=-60.0,3-4=-60.0,4.5=-60.0,5-6=-60.0,6-7=460.0,743=-377.1,8-9=-377.1,9-10=-377.1,10-11=-377.1,
11-12=377.1,1-12=-377.1 -
[('�1 Z
to
STA`c OF
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� Ss.i U p1Il.�,Glg�jjPy:
., r4 nulM
OCT 16 1996
A WA WINO-VerW design parasaetm and RI NOIEB ON TMS AND NLVFJM SML BEPONt.USE.
Oeagn,alb to,use only wah Maek cenneaton.lhb deign h bane,only upon parameters Grown.aria a loo an heNgual bukdhg component to be
hsloma and kwdea vertlaa0y. APpicabllMY OI coach parameters and pope,Incorpwatbn of component Is reapohabDlY of bunch,deco.,-not tours
designer.8.0cln0 shown h,lot Wood auppod of MdNldual web members only.Additional temporary brocho to hsme.dacc y author conslmctbn Is the
reaponslbnly of I"elector.AGdebrral permanent bracing Of Ina overal druelote Is the reacahtbk0Y.1 the buildup desgner.For general gugance
regaldlna tablk:alre ,66cWy con,W yloace.dekvery.erectlon and bracho:consul CST-811 Quality Standard DSS-89 leaclrq Specxlcatlon,coal NIA-91 M iTek®
Nondlho Iratalllna ail Smclngpecommenaallon ovallable Dom truss I,iO a news,393 D'Orrocb DMe,Motltron.10133)1 a.
ly P
Job Truss Truss Type Ply
HANOVER EL.8 RH(RYLAND) 53531118
4051 502 STUDIO VAULT 5 1
Eagle Industries, INDPLS. - 3,300.Sep 20 1995 M T k tl t I W d O 116 OJ 22 00 1996 Puyo 1
S}tt � 16 1] I 1540 160 t442 I 2'65 1 27-]-➢ I ]2A0 A2-tt-p
SSii 411-] 411-3 0.60 19-2 312 142 459 0.11.4
2x41'
6x6=
4 5
6.00 12 3x4c
3x6: 6
3 3x4
7
v 3x5 5 12 2x4 s
,0 2 8
lo�2f2`l 11 m
-4- 3x4 °
10
3x4 x Ill
eI o
° 1 15 14 13 9
3x8=
2x411 4x8= 2x411 3.5012 4x10
I 15-4-0 _ I
r I
SStI 1 164-13 1 1540 20.614 1 2}112 k 32Aa
S}tt 411.3 411-3 52-14 52-14 524
Plate Offsets(x,Y): [1:0.0-0,0-0b],[5:0-0-0,0.3-0],[9:0-1-2.0-0-10],.[12:G.341,O-"j,[14:04.8,0-1-8)
LOADING(psp SPACING 2-0-0 CSI DEFL (in) (loc) Uden PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.79 Vert(LL) 0.50 6 758 M20(20ga) 194/162
TCDL 7.0 Lumber Increase 1.15 BC 0.89 Vert(IL) 0.84 6 451
6CLL O.D Rep Stress Incr YES .WB 0.87 Horz(TL) 0.61 9 n/a
BCDL 10.0 Code UBC-94 Min Length/LL dell=360 Weight:191 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-11-4 on center puffin spacing.
2 X 4 SYP No.2'Except* BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing. Except:
BOP CHORD
2 X 2 X 4 SYP'Ex 1-15:6-3-0,14-15:6-3-0,13-14:6-3-0,4-12:2-9-11, 11-12:6-3-0,10-11:6-3-0,
9-10:6-3-0:
WEBS 2 X 4 SYP No.3'Except'
12-5 2 X 4 SYP No.2
REACTIONS (Ibs/s¢e) 1=133210-3.8,9=139210.3-8
Max Harz 1=-89(IDad case 2)
Max Uplift 1=-159(lbad case 4),9=478(load wse 4)
FORCES
TOP CHORD 1-2=-2397,2.3=-1971,3-4=4191,45=-4191,5-6=-3288.6-7=-4297,7-8=-5083,8-9=-5287
BOT CHORD 9.10=4859,10-11=4511,11-12=3885,12-13=48,13-14=-0,14-15=2126,1-15=2126,4-12=-179
WEBS 2-15=103.2-14=-416,3-14=-1476.3-12=1993,12-14=2504,5-12=3297.6-12=-820;6-11=443.7-11=-508.7-10=336.8-10=-128
NOTES
1)This truss has been designed for the wind loads generated by 75.0 m.p.h.winds at 25.0 feet above ground level,using 5.0 P.s.f.top ` 1"1111`Jltlfg4
chord dead load and 5.0 p.s.f bottom chord dead load,100.0 miles from hurricane oceanline,on a category I enclosed building,of 111 1 rb,
dimensions 45.0 by 24.0 with exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end velliwls are vv Q=,� Cq?y.be
exposed. 1 '1�'Iti•`4";.'
nnect truss to bearing walls due to uplift as follows:One connector al joint(s)i,9.
2)SIMPSON H2.5 connectors recommended to co a. ';�`�\• �G•,.
P�
LOAD CASE(S) Standard _ 20612
STATE OF
1
OCT 16 1996
A WARNING-V-1V9 deelgn Pasaaleter+and READ NOTES ON TMS AND REVERSE�SD)L,BzPORE Ilse.
Design Yale lot use only with Mil connectors.this design 6 based onN Coon polamele°mown and Is for on hdlvbual butoi component to be
Inflated no boded vedbally. ADDlbabgaY of design Dal°Tetras and°toper hcorpoialbn of component a tesponoblley of building designer-nol-truss
design.,.6r0chg shown Is G of 101 s6p oll'of MNOucl web-members Only.Addabnal temporary bracing to Msure dabgltY during COndludbn If the
esoontlbulry of the xta.Additional pelmonenl bracing.°Whe overall shuClure Is the lespansblley of the buldin desigher.Far general guldonce
tegadhc taDtbglbn auagfy co l,ot staog .'delver,eleclbn and bmclrp.Consult CST-W CuataY M.hdgrd;:DS/-a9!racing Spectacatbn,and NI/-91
itandllna gatwunct and liaelrq gecommendolbn ovulobte from itusf R ate hsnlate.593 D-Onohb DrNe.Madeon.WI 63719. MiTeke