HomeMy WebLinkAboutTRUSS PAPERWORKDATE 02/15/08 PAGE 1
. Universal Forest Product'
RE: X07-463 CENTEX HOMES MORNINGSIDE MASTERS PHASE
Site Information:
Project Customer: CENTEX HOMES Project Name: MORN INGSIDE MASTERS PHASE II
Lot/Block: Model:1348 B 66ANNED
Address: Subdivision:MORNINGSIDE - By-- -
City: FORT PIERCE State: FL StLt➢i`. inCouirb
'General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions):
Design Code: FBC2004/TP12002 Design Program: MiTek 20/20 6.3
Wind Speed: 130 mph
Roof Load:20.0-15.0-10.0-10.0 Floor Load: 0.0-0.0-0.0-0.0
o
T
D
D
Date
1
X07-463
Al
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X07-463
V12
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X07-463
A10
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X07-463
V4
02/15/08
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X07-463
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02115/08
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X07-463
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-C1A _ --- --
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E2
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K9
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- X07-463
K9A
0211510e
The truss truss drawing(s) refrenced above have been prepared by MiTek Industries, Inc.
under my direct supervision based on the parameters provided by UFP-Ft.Pierce, FL.
o�
Truss Design Engineer's Name: Julius Lee, License #34869 > ••�G E
1455 Southwest. 4th Avenue Delray Beach, FL. 33444 'f: „N0 1
NOTE: The seal on these drawings Indicate acceptance of
professional engineering responsibility solely for the truss
O •p ; i
;.. S7 T OF
i A•
components shown.
The suitability and use of this component for any particular
buildingisbuilding designer,
Vol, < RtpP
a t+� ....••
�!!¢!`!!J�-��NA'
s1 a respon2sibility of the per
01
apter
This package Includes individual, dated truss design drawings and 0 Additional drawings. With my seal affixed
to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section
6 of Florida Board of Professional Engineers Rules.
Job
Tress Tress Type
Oty
Ply
MORNINGSIDE MASTERS PHASE II
--
X07-063
A7 HIP
1
1
J b R ferenw fopfoneD
Unwereal Forest V=i Inc E359, Vero Beach, Fl. 32967, James Shoat 7.030 a Jan 3 2006 Mi i ek Industnes, Inc. Fri Feb 75
12.41.26 2008 Page 1
7-0-0 11-2-11 15-5-5 19-8-0 26-M
1-0-0 7-0-0 4-2-11 4-2-11 4-2-11 7-0-0
1-0-0
Scale =1:46.
5.6 = 44 = 04 = 5x6 =
4.00 Ff2
3 4 5 6
W 3
2
7
�ry Plate 1 e
6 I
31
5x10 = 11 10 9
500 =
4x4 = 700 MT18H= 4x4 =
7-0-0 134-0 19-M 26-8-0
7-0-0 64-0 64-0 7-M
i
Plate Offsets (%,Vj:_[2:0-3-3,Etlae),I7:0-3-3,Edoa]
[10:P5-00-0-81
LOADING(psf)
SPACING 241U
CSI
OEFL in (lac) Udell Vd
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0,99
Vart(LL) 0.38 10 >815 360
MT20 2441190
TCDL 15.0
Lumber Increase 1.2A
BC 0.82
Vert(T-) .0.92 1) F340 100
MT18H 2441190
BCLL 10.0
Rep Stress Ina NO
WB 0,54
Horz(TL) 0.18 7 We n/a
BCDL 10.0
Cod. FBC2004ITP12002
(Matrix)
Weight 1341b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural woad sheathing directly applied.
BOTCHORD 2X6SYPSS BOTCHORD Rigid calling directly applied or 5-0-13 oc bracing.
WEBS 2 X 4 SYP No.2
REACTIONS (lb/size) 2=2478/0-8-0, 7=2478/0-"
Max Hoa2=-58(LC 6)
Max Up1102=938(LC 3), 7=-938(LC 4)
.FORCES (Ib)- Maximum Compresslon/Maximum Tension
TOP CHORD 1-2=0127; 2-3=45312J2360, 3-0=-5966I2287, 4-5=73942763. 5-6=.5966/2287, 6-7=-6312J2360, 7-8=0127
BOTCHORD 2-11=-2188/5901, 10-11=-2730/7273, 9-10=-2718f7273, 7-9=-2143/5901
WEBS 3-11=-226/1059,4-11=-1630/662,4-10=0I250,5-10=0250,5-9=-16301662,6.9=-226/1059
NOTES (10)
1) Unbalanced root live loads have been considered for Ihls design. I
2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psF 13COL=3.0pst Category II; Exp B; encicsxd; MWFRS (low-rise); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) vihis truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live icatls.
5) All plates are MT20 plates unless otherwise Indicated,
6) Provide mechanical connection (by others) of truss to bearing plate capable of withsmnding 9381b uplift at joint 2 and 935lb uplift et Joint 7.
7) Girder carries hip end with 7-M end setback.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated losd(e) 449 Ib down and 2661b up at 19-M, and 4491b down and
2661b up at 74)-0 on top chortl. The deslgNseleclion of such connection device(s) Is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B).
10) The truss engineer for this lob Is Seng-Chat Tan, FL Uc. #46765, 365 Alhambra Place, West Palm Beach, FL, 33406, MiTek Industries, Inc., FL Can. #6634.
LOAD CASE(S) Standard
1) Regular. Lumber Increase=7.25, Plate Increase=1.25
Uniform Leads (pIQ
Vert: 1-3=-70, 3.6=146(F=-76), 6-8=-70, 2-7=42(F=-22)
Concentrated Loads (lb)
Vert 3=449(F) 6=449(F)
Job -
Truss
Tmss Type
pry
Ply
MORNINGSIDE MASTERS PHASE It
XW-063
AY
SPECIAL
1
1
Job RON- (o Clonal
_ _
Universal Forest Protluq, Inc. E35B, Varo Beach, FI. 32967; James Shoe( 7,030 s Jan 3 2008 MiTek IntlusMes. Inc. Fd Feb 1512:41:27 2008 Page 1
9 5-5-15 _— —9-0-0 12-0-0_+ 14-814-8 r0 17-8-0 21-2-1 +_ 26-8-0 - 7-8-0
1-0-0 5-5-15 3-6-1 3-0-0 2-8-0 3-0-0 3-6-1 5-5-15 1-0-0
Scale = 1.47.
7x7D o
4.4 = 4x4 II 7x10 a
4.00 12 4 5 6 7
04 a W5 4z4
vfl�W3
3 8
W 4 W q
1
1 2 9
10
01 _
d
4x6 = 18 17 16 13 12 11 06 =
exil = 4x4 II 4x4 II 5x8 =
9-0-0 12-0-0 14-8-0 17-M 26-8-0
9-0-0 3-0-0 2-8-0 3-0-0 9-0-0
Plate Offsets %V: 4:0-5-00-2-0,17:0-5-0.0-2-0,r14:0-3-12,0-2-12
15:0-3-80-1-12
LOADING(psp
SPACING 2-0-0
C51
DEFL In (lac) I/deg Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.42
VergLL) -0.26 >999 360
MT20 244/190
TCDL 15.0
Lumber Increase 125
BC 0.65
16
Ved(TL) .0.75 16 >416 180
BCLL 10.0
Rep Stresslncr YES
WE 0.52
Hoct(TL) 0.27 9 n/a we
BCDL 10.0
Code FBC2004RPI2002
(Matrlx)
Weight 1341b
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing dlrectly applied or 2-8-0oc purlms.
BOTCHORD 2 X 4 SYP No.2 BOTCHORD Rigid calling directly applied or S-6A2 cc bracing.
WEBS 2X 4 SYP No.2
REACTIONS (lb/size) 2=1278/0-8-0, 9=1278/0-8-0
Max 11=2=66(1_C 6)
Max Uplifi2=461(LC 3).9=d61(LC 4)
FORCES Ila)- Maximum Compression/Maximum Tension
TOPCHORD 1-2=022, 2-3=2819/896, 3-0=-24541756, 45=L565/1396, 5.6=-4412/1318, 6-7=4355/1306, 7-8=-2452256, 8-9=-2818/696, 9.10=022
BOT CHORD 2-18=-8192612, 17-18=-28/96, 16-17=0/0, 14-15=-1313/4652, 12-13=0/0, 11-12=-28/94, 9-11=-770/2510
WEBS 3-16=-370221, 4-18=-1055/338, 7-11=594293, 8-11=37(222, 15-17=52/0, 5-15=-169/101,12-14=-24/0, 6-14=-2181112, 15-18=5962542, 11-14=-6212466, 4-15=-8162624,
7-14=-7612558, 5-04=-370/113
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 130mph (3-second gust); h=15R TCOL=4.2psf; BCDL=3.0ps ,, Category II; Exp B; enclosed; MWFRS (low-rise); cantilever toff and fight exposed ; Lumber D0L=1.60 plate gdp DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) *This truss has been designed for a 10.0 pat bottom chord live load nonconwment w8h any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of vAthstanding 461 Ib upIIB at joint 2 and 461 lb uplift at joint 9.
6) The truss engineer for this job is Seng-Chat Tan. FL Lic. #46765, 365 Alhambra Place, West Palm Beach, FL, 33405, MITek Industries, Inc., FL Cod. k6634,
LOAD CASE(S) Standard
Job Truss Truss Type Ory Ply MORNINGSIDEMASTERSPHASEII
X07463 A3 SPECIAL 1 1
Job Reference opgonall
UnNereal Forest Product, Inc. E359, Vero Beach, FI. 32987, James Shoat 7.030 a Jan 3 2005 MITek Industres, Inc. Fd Feb 1512:41:28 2008 Page 1
-14 _-�-_ 11 0-0__. 12-0-q 14-8-0 ?5-8-q 20-9-2 26 8 0 -
1-0-0 5-10.14 5-1-2 1-0-0 2-8-0 1-0-0 5-1-2 5-10-14 1-0-0
Scale =1:47.
5x10
04 =
4 5
4.00 12
40 4x4 6
WE
3 6
W2
k
W3
2 17 4
1 S in
t-PJate ��� IIf
4x6 = 16 15 14 11 10 9 4x6 =
4x6 = 4.4 II 4x4 II 4x6 =
5-10-14 1 11-0-0 14-8-0 15-e-q 20-9-2 26-8.0
12-0-9
I
5-10-14 5-1-2 1-0-0 2-8-0 1-0-0 5-1-2 5-10-14
Plate Offsets XV: 4:0-5-00.2-0c[12:0-2-80.3-01
f13'OS-1203-0I
LOADING(ps1)
SPACING 2-0-0
CSI
DEFL in (Inc) Wall L/d
PLATES GRIP
TCLL 20.0
Plates Increase 7.25
TO 0.45
Vert(LL) 0.19 14 >999 360
MT20 2441190
TCDL 15.0
Lumber Increase 1.25
BC 0.67
Vert(iy -0.54 12-13 >574 180
SCLL 10,0 -
Rap Stress Incr YES
WIG 0.49
Hors(TL) 0.20 7 Na n1a
BCDL 10.0
Cade FBC20047TPI2002
(Matrix)
Weight 1341b
LUMBER BRACING
TOPCHORD 2 X 4 SVP No.2 TOPCHORD Structural wood sheathing directly applied or 3-1-3 od purms.
BOT CHORD 2 X 4 SVP No.2 BOTCHORD Rigid calling directly applied or 6-10-15 cc bracing.
WEBS 2 X 4 SVP No.2
REACTIONS (Ib/size) 2=1282/0-8-0, 7=1212114-0
Max Hors2=-77(LC 6)
Max Upli82=-450(1-C 3), 7=451(LC 4)
FORCES (lb)- Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/22, 2-3=-2823/817, 3-0=-3387/981, 4-5=31941923, 5-6=-32831922, 6.7=-2821/818, 7-"22
BOT CHORD 2-16=-7432591, 15-16=-2020, 14-15=0/0, 12-13=844/3254, 10-11=D/0, 9-10=-17f76, 7-9=-6862589
WEBS 13-15=0/93,4-13=-201/619,10-12=0/100,5-12=-162f756,4-12=-245/129,3-16=-6801264,6-9=625/232, 13-16=•7602652,9-12=-700/2628,&13=-110/667,612=-121/590
NOTES (6)
1) Unbalanced roof live toads have been considered for this design.
2) Wind: ASCE 7.02; 1301ph (31econd gust); h=15R; TCDL=4.2p f,, BCDL=3.Opst Category I I; En B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate gap DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4)' his truss has been designed for a 10.0 psf bottom chord live load nonconwment with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4501It uplift at joint 2 and 451 lb uplift at joint 7.
6) The truss engineer for this job Is Seng-Chat Tan, FL Lla #46765. 365 Alhambra Place, West Palm Beach, FL, 33405, MITek Industries, Inc., FL Coal #6634.
LOAD CASE(S) Standard
t
Job
Truss
Truss Type
Dry
Ply
MORNINGSIDE MASTERS PHASE II
X07463
A4
HIP
1
1
Job Reference aotionall
UnNersal Forest Protluq, Inc. E359, Vem Beach, Ff. 32967, James Shoat 7.030 s Jan 3 2009 MiTek Intlustdes, Inc. Ftl Fab 75 12:4L20 2000 Page.1
r1-0-9 7-3-4 13-0-0 1P-810 19-4-12 26-8-0 2�9
1-0-0 7-3-4 5-8-12 0-8-0 5-8-12 7-3-4 1.0-0
Scale = 1:46.
4x6 =
4x6 =
4 5
4.00 F12
44 --
8
3 V>44
:!!!W2
2 7 Lo
e
—
(d
46 = 13 1211 10 9 4x6 =
4x4 I I 04 = 4x6 = 44 II
4x4 =
7-3-4 _ 13-0-0 1,3-8,0 19-4-12 r 26-8-0
7-3-4 5-8-12 0-8-0 5-8-12 7-3-4
LOADING(pal)
SPACING 2."
CS!
DEFL in (loc) I/deft Vd
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TO 0.48
Ved(Ly -0.12 12 >999 360
MT20 244/190
TOOL 15.0
Lumber Increase 1.25
BC 0.68
Ved(TL) -0.36 9.11 >873 180
BCLL 10.0
Rep Slresslncr YES
WB 0.53
Hore(TL) 0.12 7 n/a No
BCDL 10.0
Code FBC20047TP12002
(Matrix)
Weight: 1211b
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-0 be pudma.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-34 ac bracing.
WEBS 2 X 4 SYP No.2
REACTIONS Qb/size) 2=1267/0-8-0, 7=12671M8
Max Horz2=80(LC 5)
Max Upl" =444(1-C 3), 7=444(LC 4)
FORCES gb)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/22, 2-3=-2763/796, 34=-1910/575, 4-5=-1766/572, 56=-0918/575, 6-7=-2763/797, 7-8=0/22
BOT CHORD 2-13=-730/2534, 12-13=-7302534, 11-12=-41811766, 1Pll= 652534, 9-10=6652534, 7-9=665/2534
WEBS 3-13=0/284, 3-12=678134q 412=-12B/417, 5-11=-128/417, 6-11=6781345, 6-9=01284
NOTES (0)
1) Unbalanced hoof Iive loads have been considered for this design.
2) Wind; ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psh BCDL-3.Opsf Category It; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) *This truss has been designed for a 10.0 psf bottom chord Ilve load nonconcumont with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 Its uplift at Joint 2 and 444 Ib uplift at Joint 7.
6) The truss engineer for this Job is Seng-Chat Tan, FL Lic. #45765, 355 Alhambra Place, West Palm Beach, FL, 33405, MiTek Industries, Inc., FL Cert. #5634.
LOAD CASE(S) Standard
Job - -
Tress
Tress Type
Oty
Ply
MORNINGSIDE MASTERS PHASE II
%07-063
AS
HIP
1
2
Jab Reference(optionall
Universal Forest Product, Inc Ube. Vero Beach, FI. 32967,
James Shoal
7.030 s Jan 3 2008 MITek IndusWes, Inc. Frl Feb 15 12:47:28 207W Page 1
11-0-
7-0-0 __.
13-0-9
18-11-7
25-0-0
32-0-0
33-01
1-0-0
7-0-0
6-0-9
5-10-13
6-0-9
7-0-0
1-0-0
Scale=1:55.1
6z10 a
4.00 12
Sx5 =
4z4 =
6x10 a
3
4
5
6
2
W
W
n 2
m
1
-
a
a
ei
46 =
13
12
11
10
9
4x6 =
4411
5x8=
5x10 MT18H WB=
44=
4411
7-0-0
13-0-9
18-11-7
1
25-0-0
32-0-0
7-0-0
6-0-9
_ 1
5-10-13
{
6-0-9
7-0-0
Plate Offsets %Y_[2:0-2A0-0-2],13:0-5-0,0-2-0] [4:0-230-3_-0], I6:0-5-0,0-2-OLV.-C-2-B&O-2j
_
LOADING(psf)
SPACING 2-0-0
CSI
DEFL
In (loc)
lldd Jd
PLATES GRIP
TCLL 20.0
Plates lncroase 1.25
TC 0.71
Vart(LL)
0.43 10-12
>86] 360
MT20 244/190
TCDL 15.0
Lumber Increase 1.25
BC 0.86
Ved(TL)
-1.0610A2
>354 180
MT18H 244/190
BCLL 10.0
Rep Stress Incr NO
WB 0.29
Horz TL)
0.21 7
his n/a
BCDL 10.a
Code FBC20NTP12002
(Matrix)
Weight: 278 It,
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.2
TOP CHORD SWctuml wood sheathing directly applied or 3-6-12 oc pudlns.
BOT CHORD 2 X 4 SYP No.1
BOT CHORD Rigid calling directly applied or 74-5 cc bracing.
WEBS 2 X 4 SYP No.2
REACTIONS (Iblslze) 2=2978/0-8-0, 7=2978/0.8-0
Max Hcr42=56(LC 5)
Max Upllh2=-1123(LC 3), 7=-1123(LC 4)
FORCES (lb)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=022, 23=-7712J2895, 3-0=-10057/3813, 4-5=-1005WMI3, 5.6=-10061/3816, 6-7=-7711/2894, 7-B=022
BOT CHORD 2-13--268817222, 12.13=-2683U240, 11-12=-3713/10061,10-11=3713/10061, 9-10=264T0239, 7-9=-264617221
WEBS 3-13=0/425, 3-12=-1176/3161, 4-12=-893/495, 5-12=-82151, &10=915/502, 610=1180/3167, 6-9=0/424
NOTES (10)
1) 2-ply truss to be wnnected together with 10d (0.13VxY) nails as follows:
Top chords connected as follows: 2 X 4 -1 now at 0-9.0 oc.
Bottom chords connected as follows: 2 X 4 -1 mw at G-9-0 cc.
Webs connected as follows: 2 X 4 -1 now at 0-9-0 w.
2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) law In the LOAD CASE(S) section. Ply to ply connections have been
7-02:
Category II; Exp B; enclosed; MWFRS (low-rise); cantilever left and right
exposed ; Lumber DOL=1.60 plate grip DOL=1.60.
5) Provide adequate drainage to prevent water ponding.
5) *This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads,
7) All plates am MT20 plates unless otherwise Indicated.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1123lb uplift at joint 2 and 11231E uplift at joint 7.
3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 449 lb down and 266lb up at 25-0-0, and 4491E down and
266 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) Is the responsibility of others.
10) The truss engineer for this job is Seng-Chas Tan, FL Uc. 946765, 365 Alhambra Plow, West Palm Beach, FL, 33405, MITek Industries, Inc., FL Cart. #8634.
-OAD CASE(S) Standard
1) Regular. Lumber Inmase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert 1-3=-70, 3-6-146(F=-76), 6-0=-70, 2-7=42(F=-22)
Concentrated Loads (lb)
Vert 3=449(F) 6=449(F)
Job
Tress Typo
Dry
Ply
MORNI NGSIDE MASTERS PHASE II
X07A63
F�r�=-
HIP
1
1
Job Reference (oplional)
UnNersal Forest uq,Inc. E359, Vem Beach, FI. 32967, James Sheaf 7.030 s Jan 3 2008 Mil ek maustries, Inc. i-n Feb 1512:41:29 2008 Page 1
11=0-f� 4-10-14 -_ 9-0-0 f 16-0-0 23-0-027-1.2 32-0-0 �33-0-?
1-0-0 4-10-14 4-1-2 7-0-0 7-0-0 4-1-2 4-10-14 1-0-0
Scale = 1:55.1
5x10
44 II 5x1D>
4.00 F122 4 5 6
44 C 4x4
3v 3 W3 7
1 W
2 8
�1
4x6 = 12 11 10 4,e =
44 = 5x8 = 4x4 =
9-0-0 16-0-0 23-0-0 32-0-0
{
9-0-0 7-0-0 7-0-0 9-0-0
Plate Offsets xY: (4:o-5-oo-2-01
fe:o-5.00-2-o1 f11:o-4-0.0-3-o
LOADING(ps9
SPACING 2-0-0
CSI
DEFL in (loc) dde0 L/d
1 PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.55
VeI LL) 0,26 11 -999 360
MT20 244/190
TCDL 15.0
Lumber Increase 1.25
BC 0,73
Vert(%) -0.69 it-12 >547 180
BOLL 1010
Rep Stress Incr YES
WB 0.27
Horz(TQ 0.18 8 We Wa
BCDL 10.0
Code FBC20047TPI2002
(Manx)
Weight 1471b
LUMBER BRACING
TOPCHORD 2 X 4 SYP Ne.2 TOPCHORD Structural wood sheathing directly applied or 2-9-9 oc pudins,
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rlgid calling directly applied or 6.2-0 oc bracing.
WEBS 2 X 4 SYP No.2
REACTIONS (lb/size) 2=1507/0-8-0,8=1507/0-8-0 -
Max Horz2=66(LC 5)
Max Upefl2=-S49(LC 3). 8=-549(LC 4)
FORCES (lb)- Maximum Compression/Maximum Tenslon
TOPCHORD 1-2=0/22, 2-3=-3479/1151, 3-0=-3189/7037, 4-5=-3720/1248, 5-6=-3720/1248, 6-7=3189/1037, 7.8=3479/1152, 8-9=022
BOTCHORD 2-12=-1061/3230,11-12=-909/3004,10-11=.859/3004,&10=1012/3230
WEBS 3-12=-263205, 4-12=-19/382, 4-11=322/910, 5-11=513265, 6-11=.122/910, &10=-19/382, 7-10=-263206
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2)Wnd: ASCE 7-02;130mph(3-second gust);h=15ft;TCDL-4.2psf; BCDL=3.OpsF Category 11; Exp B;enclosed; MWFRS Qow-dse); cantilever left and right exposed; Lumber DOL=7.60 plate grip DOL=1.60
3) Provide adequate dminage to prevent water pending.
4)'Thls buss has been designed for a 10.0 pat bottom chord live load nenconcunent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5491b uplift at joint 2 and 649lb uplift at Joint 8.
6) The truss engineer for this job is Seng-Chal Tan, FL Lic, A46765. 365 Ahambra Place, West Palm Beach, FL, 33405. MRek Industries, Inc., FL Cem #6634,
LOAD CASE(S) Standard
Job
Tmss Truss Type
CRY
Ply
MORNINGSIDE MASTERS PHASE It
X07463
17 HIP
1
1
Job Reference (o2tbnag
Universal Forest Procuop Inc. E359, Vero Beach, H. 32967, James Shoat 7.030 s Jan 3 2008 MiTek Intlusines, Inc. Fri Feb 1512:41:29
2006 Pagel
1; 0-9 5-10-14 11-0-0 16-0-0 �._ 21-0-0 26_ 1 2 32.M
J3_0-Q
1-0-0 5-10-14 5.1.2 M-0 5-0-0 5-1-2 5-10-14
1-0-0
Scat.=1:55.1
4x6' 44 II 46 c
4,1D 12 4 5 6
04 c 44
3 3 W1 W' 2 7
7 W
2
1 B'
B n
JBT�
46 = 12 11 10
4.6 =
4x4 0 5x8 = 44 =
8-10-11 16-0-0 23-1-5 32-0-0
1
6-10-11 7-1-5 7-1-5 8-10-11
Plate Oftsete X V : if 1:0-4-0
0-3-0
LOADING(psp
SPACING 2-0-0
CSI
OEFL In (loc) Well Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TC 0.37
Vert(LL) 0.21 11 >999 360
MT20 244/190
TCOL 15.0
Lumber Increase 1.25
BC 0.72
Ver(TL) -0.5810.11 .649 180
BCLL 10.0
Rep Stress lncr YES
WB 0.10
Ho¢(TL) 0.17 8 n/a n/a
BCDL 10.0
Code FBC20047rP12DD2
(Matrix)
Weight 14611b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc pumps.
BOTCHORD 2 X 4 SYP No.2 BOTCHORD Rigid telling directly applied or 6-2-8 cc bracing.
WEBS 2 X 4 SYP No.2
REACTIONS Vb/size) 2=1507/0-a-0,8=1507/0-8-0
Max Ho22=-77(LC 6)
Max Upiifl2=-541(LC 3), 8=-541(LC 4)
FORCES (Ib)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=022, 2.3=-3500/1128, 3-4=31301993, 4-5=.30137994, 5-6=-3013/994, 6.7=.3130/993, 7-8=-3500/1128, &9=0/22
BOT CHORD 2-12=-1043/3240, 11-12=41012700, 10-11=-744/2701, &W=07/324(1
WEBS 3-12=-392251, 4-12=95/489, 4-11=153/529, 5.11=.949/175, 6-11=A53/529, 6-10=-9SM89, 7-10=.i92251
NOTES (6)
1) Unbalanced roof Ilve loads have been considered for this design,
2) Wind: ASCE 7-02; 13Dmph (3-second gust); h-l5ft; TCDL=4.2psf, BCDL=3.0pst Category 11; Exp B; enclosed; MWFRS Vow-dse); cantilever left and right exposed ; Lumber DOL=7.60 plate gdp DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) *This tress has been designed for a 10,0 psf bottom chord Ilve load norlconcurrent with any other live loads.
5) Provide connection of truss to bearing plate capable of withstanding 541 Ib uplift at joint 2 and 541 Ib uplift at Joint 8.
8) The truss engineer this tiIs
1 g Chal Tan, FL Lic. #46765, 355 Alhambra Place, West Palm Beach, FL, 33405, MTek Industries, Inc., FL Cart. #6634.
LOAD CASE(S) Standard
Job _
Truss Type
Oty
Ply
MORNINGSIDE MASTERS PHASE II
X07-063
IT
AB
HIP
1
i
Job Reference (optlonall
Unlvorsal Forest Product, Inc. E359, Vem Beach, Ff. 112967. James Shpaf TWO s Jan 3 2008 MiTek Industries, Inc. Fill Feb is IY 41:30 2008 Page 1
1-0- 6-10-14 13-0-0 19-0-0 25-1-2 32-0-0
33-04
1-0-0 6-10-14 6-1-2 6-0-0 6-1-2 6-10-14
1-0-0
Scale = 1:55.1
4x6
4.6 a
4 5
4.00 F12 --
4x4 O 4x4 Q
3 W 2 6
1
2
7
n
�1
ld
4x6 = 11 10 9
46 =
4x4 = 5X5 = 4x4 =
i 8-7-0 16-0-0 23-5-0 32-0-0
---1
8-7-0 7-5-0 7-5-0 8-7-0
Plate Offsets NY : 10:0-2-80-3-0
LOADING(pst)
SPACING 2.0-0
CSI
DEFL In floc) 11efl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.50
VergLL) -0.18 10 >999 360
MT20 244/190
1 TCDL 15.0
Lumber Increase 1.25
BC 0.80
VertfTL) -0.5510.71 >683 180
BCLL 10.0
Rep Stress Incr YES
WB 0.14
Hou(TL) 0.16 7 Na Na
BCDL 10.0
Code FBC20041TP12002
(Matrix)
Weight: 1421b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or2-10-11 cc pudlns.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid tailing directly applied or 6-8.5 as bracing.
WEBS 2 X 4 SYP No.2
REACTIONS (Ib/size) 2=1507/0-8-0, 7=1507/08-0
Max Hom2=88(LC 5)
Max Upl1fi2=-53I(LC 3), 7=-531(LC 4)
FORCES (lb)- Maximum Compressiowaximum Tension
TOP CHORD 1-2=0/22, 2-3=347211076, 33=.3191/1013, 4.5=-2507/808, 546=319111013, 6-7=-347211076, 7-8=0/22
BOTCHORD 2-11=-99673207,10-11=-6932459.9-10=34412459,7-9=-932/3207
WEBS 3-11=-007259, 411=-227t710, 4-10=-541224, 5.10=-54224, 5-9=-2271710, 6-9=-007/259
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02: 130mph (3-second gust); h=15f0 TCDL=4.2ps1; BCDL=3.OpsP,, Category II; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) •This truss has been designed for a 10.0 Pat bottom chard live load nonconwaent with any other live loads,
5) Provide mechanical connection (by others) of truss m bearing plate capable of withstanding 531 lb uplift at joint 2 and 531 Ib uplift at joint 7.
6) The Inrss engineer for this job Is Song -Chaff Tan, FL Llc. #46765, 365 Alhambra Place, West Palm Beach. FL, 33405, MlTek Industries, Inc., FL Cert. #6634.
LOAD CASE(S) Standard
Job -
Trues
Truss Type
Oty
Ply
MORMNG$IDE MASTERS PHASEII
X07463
A9
HIP
1
1
Job Reference (ootione0
Universal Forest Product. Inc.. E359, Vero Beach, FI. 32957, James Shoal 7.g30 s Jan 320 06 MiTek Intlustdes, Inc. Fri Feb 1512:41:30 2008 Page 1
1i 0"Q 7-10-14 15 0 017.0_0 24-1-2 �32-0-0 _ 3-0-
1-0-0 7-10-14 7-1-2 2-0-0 7-1-2 7-10-14 1-0-0
Scale = 1:55.1
4.00 12 46 = 4.6 =
5 6
4x4 c
4x6 5
:>4x4x43 4 7 8
2 B
10Id
d1 a G— _ —
4x6 =' 15 14 13 12 11 46 =
4x4 II 4x6 = 4x4 II
44 = 04 =
7-10-14 15-0-0 17-0-0 24-1-2 32-0-0
1 F
7-10-14 7-1-2 2-0-0 7-1-2 7-10-14
Plate Offsets(_X4-0-3-0Edgej,[710-3O,EdgL
LOADING(psf)
SPACING 2-0-0
CSI
OEFL in (ioc) Wall L/d
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.69
Vbrt(LL) 0.20 16-15 >989 360
MT20 244/190
TCDL 15.0
Lumber Increase 1.25
BC 0.83
Vert(TL) -0.57 11-12 >655 180
BCLL 10.0
Rep Suess [nor YES
WB 0.99
Horz(TL) 0.18 9 n/a r1a
BCDL 10.0
Code FBC20D4frPI2002
(Matrix)
Weight 144 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural woad sheathing directly applied or 2.6-9 cc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 64-7 cc bracing.
WEBS 2 X 4 SYP No.2
REACTIONS (ib/size) 2=1507/0460, 9=1507/0-8-0
Max Hoa2=99(LC 5)
Max Upli82=-520(LC 3), 9=-52C(LC 4)
FORCES (Ib)- Maximum Compresslon/Maximum Tension
TOP CHORD 1-2=0/22, 2-3=-3452/1019, 34=-24157709, 4-5=-24037728, 5-6=-2223/723, 6-7=-2403/728, 7-8=-24151709, 8-9=-3452/1020, 9-10=0/22
BOT CHORD 2-15=-944/3181, 14-15=-944/3181, 13-14=-547/2223, 12.13=5472223, 11-12=872/3181, 9-11=-6721'3181
WEBS 3-15=0/330, 3-14=-1101/437, 5-14=-102/448, &12=-1021448, e-12=-1101/438, &11=0/330
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-02; 130mph(3-second gust); h=15lbTCDL=4.2pst SCOL=3.0psf; Category 11; Exp B; enclosed; MWFRS(law-rise); cantilever left and right "posed Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water Pending,
4) 7his truss has been designed for a 10.0 pat bottom chard live load nonconcum mt with any other live loads.
5) Provide mechanlcal connection (by others) of truss to bearing plate capable of withstanding 520 lb uplift at joint 2 and 5201b uplift at joint 9.
6) The truss engineer for this job Is Seng-Chat Ten, FL Lin 946765, 365 Alhambra Place, West Palm Beach, FL, 33405. MiTek Industries, Inc., FL CeM d6634.
LOAD CASE(S) Standard
JOE
Truss
Trues Type
Ory
Ply
MORNINGS IDE MASTERS PHASE II
X07-463
A10
COMMON
7
1
Job Reference o
MITe11
Universal Forest Product, Inc. E359, Vain Beach, Fl. 32957, James Shoat 7.030 s Jan 3 2008 MITek Intlustrks, Inc. Frl Feb 15 12:413D 2008 Page 7
26-8-0 ___•8�0
1-0-0 6-11-3 6-0-13 6-4-13 6-11-3 1-0-0
Scale = 1:45.
4x6 =
4
4.00 12
4x4 O 44 i
3 W 2 5
1
y 2 6
1 B2 7
tPlBte I
c
46 = 10 9 8 4x6 =
4x4 = 4x6 = 40 =
i 9-0-4 17-7-12 26-M
9-0-4 6-7-7 9-0-4
LOADING(psf)
SPACING 2j
CSI
DEFL In (loc) Wall Vd
_
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.42
Ven(LL) -0.14 6-8 1999 360
MT20 244/190
TCDL 15.0
Lumber Increase 1.25
BC 0.69
Ved(TL) .0.46 6-B >672 180
BCLL 10:0
Rep Stress Incr VES
WB 0.14
Horz(TQ 0.11 6 n/a n/a
BCDL 10.0
Code FBC20941TPI2002
(Matrix)
Weight: 1121b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 cc Pullen.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 7-2-10 oc baring.
WEBS 2 X 4 SYP No.2
REACTIONS (Ib/size) 2=1267/0-8-0, 6=1287/0.8-0
Max Hoa2=90(LC 5)
Max Uplii2=442(LC 3). 6=-042(LC 4)
FORCES ((b)- Maximum CompressionfMeximum Tension
TOP CHORD 1-2=0/22, 2-3=2757/B15, 3-4=-2416/717, 4-5=.2416/717, 5-6=-2757/816, 6-7=0/22
BOTCHORD 2-10=-753/2535,9-10=420/1727,8-9=420/1727,"=-687/2535
WEBS 3-10=379/278,4-10=2091743,4-8=209f743,5-8=479278
NOTES (5)
1) Unbalanced roof live loads have bean considered for this design.
2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCOL=4.2psh, BCDL=3.0pst Category 11; E p B; enclosed; MWFRS (low-rise); Cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60
3) 'this buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442lb uplift atjolnt 2 and 4421b uplift atjoint 6.
5) The truss engineer for this job is Seng-Chat Ten, FL Lia. #46765, 365 Alhambra Place, West Palm Beach, FL, 33405, MITek Industries, Inc., FL Cart #6634.
LOAD CASE(S) Standard
Job
Tmss Truss Type
Ory
Pty
MORNINGSIDE MASTERS PHASE II
X07463
A11 COMMON
1
7
Job c008
Universal Forest Pratluci, Inc. E359, Vem Beach. H. 32967, James Shoat
MiTaf)
7.030 s Jan 3 2008 MiTek Industries, Inc. Fri Fat, 1512:41:31 2008 Page 1
a Jon 3
6-11-3 13-4-0
19-8-13 26-8-0 _
1-0-0 6-11-3 6-4-13
64-13 6-11-3
Soria =1:45.
4.6 =
4
4.00 12
4x4 O
4x4
3 W
2 5
1
2
8
^t
__ a to I,
46 = 9
8 7 4.6 =
44 =
4x6 = 4x4 =
9-0-4
17-7-12
26-8-0
9-0-4
8.7-7
9-0.4
LOADING(psQ
SPACING 2-00
CSI
DEFL In
(Icc) Wall Lld
PLATES GRIP
TCLL 20.0
Plates Increase 125
TO0.45
Veft(LL) -0.14
6-7 -999 360
MT20 2441190
TCDL 15.0
Lumber Increase . 5
BC 0.72
Ved(TL) -0.48
6-7 >653 180
BCLL 10.0
Rep Stress Ina YES
WB 0.14
Hom(TL) 0.11
6 n/a n1a
BCDL 10.0
Code FBC2004/TPI2002
(Matrix)
Weight 110 to
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.2
TOP CHORD
Sbucturel wood sheathing directly applied or 3.3-7 oc purlins.
BOT CHORD 2 X 4 SYP No.2
BOT CHORD
Rigid calling directly applied or 7-2-2 oc bracing.
WEBS 2 X 4 SYP No.2
REACTIONS (Iblslze) 6=1167/0-&0, 2=126910-8-0
Max Haa2=96(1_13 5)
Max Upllfl6=-353(LC 4), 2=442(LC 3)
FORCES (Ib)- Maximum Compresslon/Maximum Tension
TOP CHORD 1-2=0122, 2.3=-2764/B77, 34=-2423/719, 4-5=.24361737, 5-6=27661838
GOT CHORD 2-9=-76212542, B-9=430/1734, 7-8=430/1734, &7=-7332560
WEBS 3.9=479/278, 4-9=-2097743, 4-7=225(760, 5-7=488/287
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02: 130mph(3-second gust);h=15ft;TCDL=4.2psf,BCDL=3.Opsf; Category II:
Exp B; enclosed; MWFRS(low-rise); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) •This truss has been designed for a 10.0 psf bottom chord live load nanconcument with any other live loads,
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3531b uplift at joint 6 and 4421b uplift at joint 2.
5) The truss engineer for this job is Song -Chet Tan, FL Lla 040765, 365 Ahambra Place, West Palm Beach, FL, 33405, Mffek Industries, Inc., FL Cert. #6634.
LOAD CASE(S) Standard
Job
Tvea
Truss Type
Cry
Ply
MORNWGSIDE MASTERS PHASE It
X07463
q12
SPECIAL
1
1
_
Job Reference (optional)_
Universal Forest Product. Inc. E359, Vero Beach, FI. 32967. James Shoat 7.030 s Jan 3 2008 MiTak Industries, Inc. Fri Fob 1512;41:31 2008 Pago 1
7 0 14 ._ 134-0 19-2-2 24-4-0 26-4-0 1 2929� 32-0 0 8r 0
1-0-0 7-0-14 6-3-2 5-10-2 5-1-14 2-0-0 3-4-0 2-4-0 1-0-0
Scale = 1:56.
48 =
4
4.00 12
3 5
Sx10 c 5x12 c
W2 W4 6
] 8 8
2 _N 9 ll
etdl'
17 16 15 14 /3 12 19 11
5xB = 06 _ 5.10 = 1
7-0-14 134-0 18-10-0 24.4-0 26-4-0 29-8-0 32-0-0
F 1
7-0-14 6-3-2 5-6-0 5-6-0 2-0-0 3-4-0 2-4-0
Plate OHseta X V : 2�10
0-0.2) 18g-6-0 0-1-111
LOAOING(psf)
SPACING 2.0-0
C51
OEFL in (lac) I/deg L/d
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.60
Veri LL) -0.10 17- "99 3W
W20 241/190
TCDL 15.0
Lumber Increase 1.25
SC 0.69
Vert(TL) -0,3116-17 >999 180
BCLL 10.0 •
Rep Stress Incr NO
WB 0.61
Horz(TL) 0.09 12 nto Na
BCDL 10.0
Code FBC20Nr-P12002
(Matrix)
Weight 149lb -
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2 - TOPCHORD Structural wood sheathing directly applied or&54 cc pudins.
SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 6-0.0 cc bracing,
WEBS 2 X 4 SYP No.2
REACTIONS (lblsiae) 2=1205/&e-0, 12=1719/0-e-0, 9--8/0-8-0
Max 1-1o=2=90(LC 6)
Max Uplifl2=426(LC 3), 12=497(LC 4), 9=-58(LC 6)
Max Gmv2=1205(LC 1), 12=1719(LC 1). 9=37(LC 8)
FORCES (to)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/22, 2-3=-2598t749, 34=-1723/517, 4-5=-1715/519, 5-6=-2158/645, 8-7=481/1716, 7-18=481/1716, 8-18=481/1716, 8-9=-248/644, 9-10=0/22
GOT CHORD 2-17=.6882380, 16-17=-6882380, 15-16=-512/1999, 14-15=-51211999, 13.14=247/843, 12-13=-23BM41, 12-19=-581280, 11A9-481280, 9-11=-577270
WEBS 3.17=0281, 3-16=-9031353, 4-16=135/630, 5-16=-552248, 5.14=-66187, 6A4=-287/1170, 6-13=;10/92, 6-12=27BOM39, 7-12=233/89, 8-12=-1168271, &11=24/82
NOTES (9)
1) Unbalanced met Ilvc Toads have been considered for this design.
2) Wind; ASCE 7-02; 130mph (3-second gust); h=15$ TCDL=4.2pe,, BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS (tow -rise); cantilever leg and right exacted ; Lumber DOL=1,60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4)')his truss has been designed for a 10.0 psf bottom chord I" load nonconcunent with any other live loads,
5) 1 44 MT20 Indicated.
plates are unless otherwise
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 426 to uplift at joint 2, 497lb uplift at joint 12 and 581b uplift at joint
9.
7) Hanger(s) or other cennection devicei shall be provided sufficient to support concentrated load(s) 20lb down and 41 lb up at 27-74, and 51 lb down and 55 It,
up at 294-0 on top chord, and 1 III up at 27-74, and 0lb down at 29.74 on bottom chord. The designt/whr gon of such connection device(s) is the
responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
9) The buss engineer for this job Is Seng-Chat Tan- FL Llc. #46765, 365 Alhambra Place. West Palm Beach, FL, 33405, MITek Industries, Inc., FL Cert. #6634.
LOAD CASE(S) Standard
1) Regular. Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pl0
Vert 14=40, 4-6=-70, 6-8=-70, 8.10=-70, 2-9=-20
Concentrated Loads gb)
Vert 8=55(F)11=-0(F)18=41(F)19=1(F)
Jab
Tmss
Trusc Typo
Oh,
Ply
MORNINGSIDE MASTERS PHASE II
X07<63
A13
SPECIAL
1
7
Job nall
Universal Forest ProtlUG, Inc E359, Vero Beach, FL 32987, James Sheaf 7.030 a Jan 32008 MiTak Industries, Inc. Fri Feb 1512:41:32 2008 Page 1
5 jan 4ae uvui
�1-0- 7-07-014 13-4-0 17-10-0 22-4-0 26-4-0 7-8-0 32-0-0_ 3-0-
4 -- - --- - --4 -- +- T P
1-0-0 7-0-14 6-3-2 4-6-0 4-6-0 4-0-0 1.4-0 4-4-0 1-0-0
Scale = 1:56.
4x6 =
4
4.00 FI2
4x6
44 = 5
3 WI 414 = 4x4 II 46 =
W 6 8
W2
9�I
1 2 B7— __BS— 9 70
d B T
4x4 = 15 14 13 12 11 40 =
4x4 II Sx8 = 4x6 = 04 = Sx8 =
_ 7-0-14 13-4-0 22-4-0 26-4-0 32-0-0
7-0-14 6-3-2 9-0-0 4-0-0 5-8-0
Plate Offsets X Y : :0-36
0-D-2
LOADING(psf)
SPACING t-0-0
CS!
DEFL in (loc) Vdell L/d
PLATES GRIP
TCLL 20.0
Pletos lncroaso 1.25
TC 0.56
Vad(LL) -0.17 12-14 >999 360
W20 244/190
TCOL 15.0
Lumber Increase 1.25
BC 0.75
Ven(TL) -0.5312-14 >586 180
BCLL 10.0
Rep Stress lncr YES
WS 0.83
Hom(TL) 0.09 11 Ne n1a
BCOL 10.0
Cade FBC2004/TPI2002
(Mab1z)
Weight 147 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 3.&12 oc pudins.
SOT CHORD 2 X 4 SYP No.2 BOTCHORD Rigid calling directly applied or 56-1 oc bracing.
WEBS 2X 43YP No.2
REACTIONS (lb/slw) 2=1157/0-8-0, 11=2053/0-8.0, 9=.197/0.&0
Max Hoa2=-90(LC 6)
Max Upff2-4131-C 3), 11=-609(LC 4), 9=-212(LC 7)
Max Grav2=1157(LC 1), 11=2053(LC 1), 9=68(LC 5)
FORCES (lb)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/22, 2-3=-2452/714, 3-0=-1585/469, 4.5=-1556/477, 56=-1165/409, 6-7=-080/1807, 7-8 480/1807, 8.9=-359/13B3, 9-10=0/22
BOT CHORD 2-15=6552244, 14-15=-6552244, 1&14=-395/1581, 12-13=395/15B1, 11-12=-264/1105, 9-11=-1249/390
WEBS 3-15=0/251,&14=-890/363,4.14=-132/694,5-14=-275/191,5-12=618226,6-12=-68/481,&11=-3104/888,7-11=-246/111,8-11=.832J267
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2pst BCDL=3.Opsf, Category II; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4)'This truss has been designed for a 10.0list bottom chord live load nonoamument with any other live loads.
5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 413 Ib uplift at joint 2, 609lb uplift at joint T1 and 212 lb uplift at joint
9.
6) The truss engineer for this job is Seng-Chat Tan, FL Lim #46765. 365 Alhambra Place, West Palm Beach, FL, 33405. MiTek Industries, Inc., FL Cert. #6634.
LOAD CASE(S) Standard
Job
Tress Truss Type
Oty
Ply
MORNINGSIDE MASTERS PHASE II
X07463
A14 SPECIAL
1
1
Job Reference o floral
Universal Forest Product, Inc. E359, Vem Beach, FI. 32967, James Sheaf 7.030 s Jan 3 2008 MiTek Industries, Inc. Fri Feb 15 i2*AT 32 2008 Pagel
i_ 7.0-14 134-0 20-4-0 25-8-0 32-0-0 �33-0-0
1-0-0 7-0-14 6-3-2 7-0-0 5-4-0 6-4-0 1-0-0
Scale =1:56.
_16 D-0
4.00 12 4x6
6
5 9
4x6 % 10 46 a
12
4 14 4x6 0
3 15
W2 4 B 0
16Le
2—01—__-_ _ at @05
Al
0
4x6 = 22 21 20 19 18 46 =
5x8 = 5x6 WB=
7-0-14 134-0 20-4-0 25-8-0 32 0 0 _
r � �
(
7-0-14 6-3-2 7-0-0 5-4-0 6-4-0
Plate Offsets (X,Y): [4:03-0,Edge),
[11:0-2-8,04-01,114:0-3-0,Edgal
[76:0-2-10 0-0-2
LOADING(psf)
SPACING 2-0-0
CSI
DEFL In (Ico) I/tlefl L/d
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TO 0.65
Vea(LL) -0.28 19-21 >999 360
MT20 2441190
TCDL 15.0
Lumber Increase 1.25
BC 0.87
Vea(TL) -0,85 19-21 >447 180
BCLL 10.0
Rep Stress Ina YES
W13 0.56
Horz(TL) 0.21 16 n/a n/a
BCOL 10.0
Code FBC2CD4rrP12002
(Matrix)
Weight 170lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2.94 as puains.
BOTCHORD 2 X 4 SYP No.2 BOTCHORO Rigid ceiling directly applied or 6A-3 be bracing.
WEBS 2 X 4 SYP No.2 WEBS 1 Row at midpt 11-21
JOINTS 1 Brace at Jt(s): 11, 7, 8,13
REACTIONS (lb/size) 2=1522/0-8-0, 16=149716-M
Max Hoa2=105(LC 5)
Max Upllfl2=-5t8(1-C 3), 16=498(LC 4)
FORCES (Ib)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=022, 2-3=3544/1024, 34=27301785, 4-5=4642f797, 5-6=-959233, 5-7=-1695/580, 7.8=1614/560, 8-11=-164l/570,11-13=-2741/954, 13-15=-2741954, 6-9=-9311323, 9-10=956/302,
10-12=980/263, 12-14=-965240,14.15=-1036/236, 15-15=3934/1149, 1617=021
BOT CHORD 2-22=-958/3273, 21-22=-9552273, 20-21=-1078/3990, 19.20=-1078/3990. 18-19=107513997, 16-18=-1018/3590
WEBS 3-22=01264. 3-21=-824932, 5-21=-211901, 11-21=-1579/591, 11-19=01231, 11-18=4861167, 16-18=-39M92, e-7=33256, 8-9=87/48, 1041=-78/89. 12-13=-84/55
NOTES (8)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 130mph (3-second gust); h=158; TCDL=4.2pst. BCDL=3.0psh Category 11; Blip B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate gap DOL=1.60
3) Provide adequate drainage to prevent Water pending.
4) *This toss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) All plates are 4x4 MT20 unless otherwise Indicated.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 518lb uplift at joint 2 and 498111 uplift at joint 16.
7) Design assumes 4x2 (Oat orientation) purllns at oc spacing Indicated, fastened to Wes TO w/ 2-1 Od nalls.
8) The truss engineer for this job is Seng-Chat Ten, FL Lic. #46765, 365 Alhambre Place, West Palm Beach, FL, 33405, MITek Industries, Inc., FL Cert. N6634.
LOAD CASE(S) Standard ,
Job -
Truss
Tmiss Type
Dry
Ply
MORNINGSIOE MASTERS PHASE II
XW-063
A15
COMMON
1I
1
Job Reference (optional)
Universal Forest Product, Inc. E359, veto Beach. FI, 32967. James Shoat 7.030 s Jan 3 2008 MiTek Industries, Inc. Fri Feb 1512:41:32 208 Page l
8-1-3 ; 16-0-0 _ 23-10-13 32-0-0
3-0-
1-0-0 8-1-3 7-10-13 7-10-13 8-1-3
1-0-0
Scale = 1:54.
4.00 12 5x6 =
5
4x8 4.6
4,,4 s 4 6 04 a
3 7
2
8
4x6 = 12 11 10
46 =
4x4 II 5.8 = 40 II
8-1-3 r 16-0-0 23-10-13 1 32-0-0
8-1-3 7.10-13 7-10-13 8-1-3
Plate Offsets X V : (4:0-3-0
Edge1 I6:0-3-0 Edgel 111:03-003-01
LOADING(psf)
SPACING 2-M
CSI
DEFL In (too) Well Ud
PLATES GRIP
TCLL 20.0
Planes Increase 1.25
TC 0.74
Vert(LL) .0.18 11 >999 360
MT20 2"M 90
TCDL 15.0
Lumber Increase 1.25
BC 0.84
Vert(T-)-0.5711-12 >657 180
BCLL 10.0
Rep Stress Incr YES
WB 0.33
Hca(TL) 0.18 8 r1a n/a
BCOL 10.0
Code FBC20047rP12002
(Memx)
Weight: 14016
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 2-5-3 oc pudlns.
BOT CHORD2 X 4 SYP No.2 BOTCHORD Rigid Ceiling directly applied or 65.2 oc bracing.
WEBS 2 X 4 SYP No.2 WEBS 1Rorm at midpt 3-11, 7-11
REACTIONS (lb/size) 2=1507/03-0, 8=1507/0.8-0
Max Horz2=-105(LC 6)
Max Upllft2=-514(LC 3). 8=-514(LC 4)
FORCES (lb)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/22, 2-3=-34381994, 3-0=-2336/672, 4-5=-2248/691, 5-6=-2248/691, 6-7=-2336/672, 7A=-3439/995, 8-9=0/22
BOT CHORD 2-12=-923/3167, 11-12=-92313167, 10-11=-846/3167, 8-10=34813167
WEBS 3-12=0/337,3-11=-1141/450,5-ll=-184/874, 7.11=-1141/451,7-10=0/337
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opsl; Category II; Exp B; enclosed; MWFRS (low-dse); wntllever left and right exposed ; Lumber DOL=1.60 plate
grip DOL=1.60
3) *This truss has been designed for a 10.0 psf bottom chord live load nonerawrient with any other IMe loads.
4) Provide mechanlral connection (by others) of truss to beating plate capable of withstanding 5141b uplift atjoint 2 and 514 lb uplift at joint 8.
5)The truss engineer for this job is Sang -Chaff Tan, FL Lic. N46765, 365 Alhambra Place, West Palm Beach, FL, 33405, Mrrek Industries, Inc., FL Cart #6634.
LOAD CASE(S) Standard
Job -
Tmss
Tmss Type
Cry
Ply
MORNINGSIOE MASTERS PHASE II
X07463
A16
COMMON
1
1
Job Reference o Clonal
__ __
UUniversVera_
mrsel Forest Product, Inc. E359, Vera Beach, FI. 32967, James Shoat - 7.030 s Jen 3200 MlTek Industries, Inc. FA Feb 15 12:41:33 2008 Pa —gel
16-0-0 23-10-13 32-0-0
33-0-�
1-0-0 8-1-3 7-10-13 7-10-13 8-1-3
1-0-0
Scale =1:54.
4.00 12 5.6 =
5
4x6 4x8
4x4 L 4 6 4x4 a
3WI7
y
2
8
9
d1
)
4x6 = 12 11 10
4.6 =
40 II 5x8 = 4x4 II
8-1-3 16-0-0 23-10-13 32-M
r—
8-1-3 7-10-13 7-10-13 B-1-3
i
Plate Offsets X Y): f4:0-3-0
Edge] 6:0-3-0 EdgJ,11:0-4-0 0-3-0
LOAOING(psf)
SPACING 24-0
GSI
DEFL In (lac) Wall Utl
I PLATES GRIP
TCLL 20.0
Plata. Inc.... 1.25
TO 0.74
V.d(LL) 4).18 11 -999 3B0
i MT20 244/190
TOOL 15.0
Lumber Incomes. 1.25
BC 0.64
Ven(TL) 4).57 11-12 >657 180
BOLL 10.0
Rep Stress Incr YES
WB 0.33
Horz(TI.) 0.18 8 n/e of.
BCOL 10.0
Code FBC2004TPI2002
(MB6IX)
Weight: 140 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 2-6-3oc pudins.
BOT CHORD 2 X 4 SYP N0.2 BOT CHORD Rigid calling directly applied or 65-2 as bracing.
WEBS 2 X 4 SYP No.2 WEBS 1Row at mldpt 3-11.7-11
REACTIONS (Ib/she) 2=1507/0-B-0, 8=1507/O-B-0
Max Hom2=-105(LC 6)
Max UUM=-514(1-133), 8=-514(LC 4)
FORCES (to)- Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/22, 2-3=-343B/994, 3.4=-2336/672, 45=-2248/691, 5,6=-2248/691, 6-7=-2336/672, 7-8=-34381995, e-9=022
BOT CHORD 2-12--923/3167,11-12=92313167, 10-11=-84613167, 8-10=-B4813167
WEBS 3-12=0/337,3-11=-1141/450,5-11=-184/874,7-11=1141/451,7-10=0/337
NOTES (5)
1) Unbalanced mot lhre loads have been considered for this design.
2) Wind: ASCE 7-02; 130mph (3-second gust); h=151t; TCDL=4.2ps6 BCDL=3.Opsf; Category II; Exit B; enclosed; MWFRS (low-rise); cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60
3)'Thls truss has been designed for a 10.0 psf bottom chord live load nommncumem with any other live loads.
4) Pmvlde mechanical connection (by others) of truss to bearing plate capable of withstanding 514 lb uplift at joint 2 and 514 lb uplift at joint B.
5) The truss engineer for this job is Seng-Chat Tan, FL Lie #46765, 365 Alhambra Place, West Palm Beach, FL, 33405, MTek Industries, Inc., FL Cert #6634.
LOAD CASE(S) Standard
C1
1-0-0
4x4 =I-0-0
Scale =
LOADING
SPACING 2�0-0
CSI
DEFL in goc) Udell
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.01
Ved(LL) -0.1
160
2 >999 380
MT20 244/190
15.0
TCDL 15.0
Lumber Increase 1.25
BC 0.01
Vol(TL) -0.00
2 >999 180
BCLL 10.0
Rep Stress Inv YES
WB 0.00
Hors(TL) -0.00
3 n/a Tva
BCDL 10.0
Code FBC2004rrP12002
(Matrix)
Weight: 5lb
LUMBER
BRACING
TOPCHORD 2 X 4 SYP No.2
TOPCHORD
Structural wood sheathing directly appliedor 1-40 oc purlms.
BOTCHORD 2 X 4 SYP Not
BOTCHORD
Rigid ceiling directly applied or 10441 oc bracing.
REACTIONS (lb/she) 2=166/0-",4=9/Mechaniw1,3=45/Mechanical
Max Horz2=39(LC 3)
Max UplifQ=-126(LC 3), 3=-15(LC 1)
Max Grav2=166(LC 1), 4=18(LC 2).3=26(LC 3)
FORCES (lb)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/22,2-3=-29/9
BOT CHORD 24=010
NOTES (5)
1) Wind: ASCE 7-02: 130mph (3-second gust); h=15ft; TCDL= 1.2psf; BCDL=3.Dpsf, Category II; Exp B; enclosed; MWFRS (low-nsey candlever left and right exposed; Lumber DOL=1.60 plate grip
2)'This truss has been designed for a 10.0 pot bottom chord (Iva load now nanent with any other live leads.
3) Rotor to glyder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss W bearing plate capable of withstanding 126 lb uplift atjoint 2 and 15 lb uplift at joint 3.
5) The truss engineer for this jab is Seng-Chas Tan, FL Llu #46765, 365 Alhambra Plays, West Palm Beach, FL, 33405, MITek Industries, Inc., FL Cert. #6634,
LOAD CASE(S) Standard
Scale=
04
LOADING(psU
SPACING 2-01
CS?
DEFL
in
(loc)
Vdeft
Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TO 0.01
Ved(LL)
-0.00
1
>999
360
MT20 2441190
TCDL 15.0
Lumber Increase 1.25
BC O.Oi
Von',)
-0.00
1
>999
IS0
BOLL 10.0
Rep Stress lncr YES
WE 0.00
a(f
Hol.)
-0.00
2
a/a
n/a
BCDL 10.0
Code FBC2004/rP12002
(Mama)
I
Weight: alb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 x 4 SYP N0.2
REACTIONS (Ib/size) 1=39/0-74, 3=9IMechanicel, 2=30/Mechanical
Max Hom 1=16(LC 3)
Max Uplifts=-10(LC 3), 2=49(LC 3)
Max Gravi=39(LC 1), 3=17(LC 2), 2=30(LC 1)
FORCES (lb)- Maximum Compresslon(Maximum Tension
TOP CHORD 1-2=-10/9
BOT CHORD 1-3=0/0
BRACING
TOP CHORD Structural weed sheathing directly applied or 0-114 cc purlins.
BOTCHORD Rigid ceiling dimctly applied or 10-0-0 oc bracing.
NOTES (5)
1) Wind: ASCE 7-02: 130mph (3-second gust); h=15ft; TCDL=4.2psf; BCDL=3.Opst Category II; Exp B; enclosed; MWFRS (low-dse); cantilever left and right exposed; Lumber DOL=1.60 plate grip
2) *This truss has been designed for a 10.0 psf bottom choral live toad nomoncurmet with any other live loads.
3) Refer 0 girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of puss to bearing plate capable of withstanding 10 lb uplift at Joint 1 and 191b uplift at joint 2.
5) The buss engineer for this job is Seng-Chas Tan, FL Lic. #46765, 365 Alhambra Place, West Palm Beach, FL, 33405. MITek Industries. Inc., FL Can. #6634.
LOAD CASE(S) Standard
Job Tmss Tmss Type Oy
Ply MORNINGSIDE MASTERS PHASE II
X07463 C3 JACX 7
1
Job Reference foptiona0
Universal Forest Product, Inc. E359, Vero Beach, FI. 32967,JJames Sheaf
7.030 s Jan 3 2008 MiTek Industries, Inc. FIT Feb 15
12.41:33 2008 Page i
3
1-0-0
3-0-0
6.
r
4,00 12
1
2 T1
1 Sea Plat
31
4
r
3-M
3-0-0
LOADING(psf)
SPACING 2-0-0
CST
DEFL In
(loc) Well Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TO 0.12
Vert(LL) -0.00
24 >999 360
MT20 2MI190
TCDL 15.0
Lumber Increase 1.25
BC. 0.06
Vert(TL) .0.01
24 >999 180
BCLL 10.0
Rep Stress Ina YES
WB 0.00
HOM(TL) -0.00
3 We Na
SCOT. 10.0
Code FBC2004/TP12002
(Matrix)
Weight: 1116
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2 TOPCHORD
Structural wood sheathing directly applied or 3-0-0oc pudins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD
Rigid calling directly applied or 100.0 oc bracing.
REACTIONS (Ib/size) 3=661Mechanlcal, 2=239/0-8-0, 4=26/Mechanlcal
Max Hoa2=68(LC 3)
Max UplIft3=-33(LC 4), 2=-141(LC 3)
Max Grav3=66(1-0 1).2=239(LC 1).4=52(LC 2)
FORCES (Ib)- Maximum CompressionlMaxlmum Tenslon
TOP CHORD 1-2=0/22, 2-3=42117
SOT CHORD 24=010
NOTES (5)
1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL= t.2psf, BCDL=3,opsf; Category II; Exp B; enclosed; MWFRS Ilow-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconwnent with any other live loads.
3) Refer to girder(s) for truss to Truss connections.
4) Provide mechanical connection (by others) of Was to bearing plate capable of withstanding 331b uplift at joint 3 and 141
Its uplift at joint 2.
5) The Truss engineer for this job Is Song -Chat Tan, FL Lim #46765. 365 Alhambra Place, West Palm Beach, FL, 33405, Mrl ek Industries, Inc, FL Cert. #6634.
LOAD CASE(S) Standard
Job -
Truss Tmss
Type
Oy
Ply
MORNINGSIDE MA6TERS PHASE II
x07463
C3A JACK
1
1
Job Reference (optlpnall
Universal Forest Product, Inc. E359, Veu Beach, FI. 32967, James Sirmf
7.030 a Jan 32008 Mi l ek Industries, Inc. Fn Feb 15 12:41:34 200E Pagel
2-114 2
2-11-4
Scale = 1:6.
4.00 r
T1
1
Seat t
BI
3.
2-11-4
-
2-114
G20.0
SPACING 2-0.0
CBI
In (lot) Vdefl
TCLL 20.0
Plates Increase 1.25
TC OA1L)-0.007-3
60TCLL
>999 360
MT20 24dH90
TCDL 15.0
Lumber Increase L25
BC 0.06L)-U.O,1-3
"99 180
L
BCLL 10.0
Rep Stress Inu VES
WB 0.00TL)
.0.00 2 We Na
BCDL 10.0
Code FBC2004/TP12002
(MaMx)
Weight 91b
LUMBER
BRACING
TOPCHORD 2% 4 SVP No.2
TOPCHORD Structural wood sheathing directly applied or 2-114a purins.
BOTCHORD 2%4 SVP No.2
BOTCHORD Rigid telling directly applied or 10-0-0 as bracing.
REACTIONS (lb/size) 1=116/0-74, 2=90/Mechanicel, 3=26/Mechanical
Max Horz3=45(LC 3)
Max Uplih1=-00(LC 3), 2=-56(LC 3)
Max Grav1=116(LC 1).2=90(LC 1). 3=51(LC 2)
FORCES (lb)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=-27/26
SOT CHORD 1-3=0/0
NOTES (6)
1) Wind: ASCE 7-02; 130mph (3-second gust); h=15R; TCDL=4.2ps1; BCDL=3.Opsf; Category II;
Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed; Lumber DOL=1.60 plate grip OOL=1.60
2) *This "as has been designed for a 10.0 psf bottom chord llva load nonconcurrent with any other live loads.
3) Refer to girders) for truss to truss connections.
4) Provide, mechanical connection (by others) of muss to bearing plate capable of withstanding 301b uplift at Joint 1 and 561b uplift at Joint 2.
5) The truss engineer for this job is Seng-Chas Tan, FL Lip. N6765, 365 Alhambra Place, West Palm Beach, FL. 33405. MiTek Industries, Inc., FL Cam "534.
LOAD CASE(S) Standard
Job
Tmss
Truss Type
cry
Ply
MORNINGSIDE MASTERS PHASE II
X07A63
CS
JACK
7
1
Job Reference (option at)
Universal Forest Product, Inc. E359, Vem Beach, Fl. 32967. James Shoal 7.03D s Jan 3 2008 MiTek Intlustnes, Inc. Fn Feb 1512:41:34 2008 Page 1
-1-0-0 5-0-0 ._
1-0-0 5-0-0
Scale=
4.00 12
T1
2
S at P B1
4
F 4x4 = 5-0-0
5-0-0
LOADING (pr
SPACING 2-0-0
CSI
TEFL In (loc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC ( a
Vert(LQ -0.02 2-4 >999 360
MT20 244/190
TCDL 15.0
Lumber Increase 1.25
BC 0.20
Vert(TL) -0.06 2-4 >937 180
BCLL 10.0
Rep Stress Incr YES
WS 0.00
Horz(TL) -0.00 3 Na Na
BCDL 10.0
Cade FSC2004lTPI2002
(Mebix)
Weight 171b
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2 TOPCHORD Struccural wood sheathing directly applied or 5-0 cc puriins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS (I ilsize) 3=147/Mechanica1, 2=318/O-B-0, 4=46/Mechanical
Max Horz2=98(LC 3)
Max Uplift3=-84(LC 3), 2=-156(LC 3)
Max Gre0=147(LC 1), 2=318(LC 1), 4=92(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/22, 2-3=60/39
BOTCHORD 24=0/0
NOTES (5)
1) Wind: ASCE 7.02; 130mph (3-second gust); h=15ft; TCDL=4.2pst BCDL-3.Ops/; Category 11; Exp BI enclosed; M WFRS (low-tise); cantllever left and right exposed; Lumber DOL=1,60 plate grip DOL=1.60
2)'This muss has been designed for a 10.0 psf bottom chord live load nonconcumentwtth any other live loads.
3) Refer to girder(s) for muss to muss connections.
4) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 84lb uplift at joint 3 and 1561b uplift at joint 2.
5) The truss engineer for this job is Seng-Chas Tan, FL Up, U46765, 365 Anambra Place. West Palm Beach, FL, 33405, MITek Industries, Inc., FL Cad. H6634.
LOAD CASE(S) Standard
Scale =
LOADING(psf) SPACING 2-0-0
CS]
DEFL in
(loc) I/de0 Ud
PLATES GRIP
TCLL 20.0 Plates Increase 1.25
TC 0.33
Ved(LL) -0.02
1-3 >999 3160
MT20 2441190
TCDL 15.0 Lumber Increase 1.25
BC. 0.20
Vert(Tlj -0.06
1-3 1956 180
B.C.I.10.0 Rap Stress Incr YES
WB 0.00
Hom(TL) -0.00
2 Na n/a
BCDL 10.0 Code FBC20047rP12002
(Manx) _
Weight: 15 Is
LUMBER
BRACING
TOP CHORD 2%4 SYP Na.2
TOPCHORD
Structural woad sheathing directly applied or 4-114 oc purllns.
BOT CHORD 2 )( 4 SYP No.2
BOT CHORD
Rigid calling directly applied or 104H1 cc bracing.
REACTIONS (lb/size) 1=206/0-74, 2=160/Mechanical, 3=46/Mechanical
Max Hars1=75(LC 3)
Max Upll tl=-56(LC 3), 2=-97(LC 3)
Max Gmv1=206(LC 1), 2=160(LC 1), 3=91(LC 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=45/44
BOT CHORD 1-3=0/0
NOTES (5)
1) Wind: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2pst, BCDL=3.Opsl; Category II; Exp 9; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip
2) •This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of m ss to bearing plate capable of withstanding 56 is uplift atjolnt 1 and 971b uplift at joint 2.
5) The buss engineer for lhisjob Is Seng-Chat Tan, FL Lic, #46765. 365 Alhambra Place, West Palm Beach, FL, 33405, MiTek Industries. Inc., FL Cert. #6634.
LOAD CASE(S) Standard
LOADING(psf) SPACING 240O
TCLL 20.0 Plates Increase 1.25
TCDL 15.0 Lumber Increase 1.25
BCLL 10.0 Rep Stress Ina YES
BCDL 10.0 Cod. FBC2004NP12002
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP N0.2
REACTIONS (Iblsize) 3=33/Mechanical, 2=218/0-8-0, 4=19/1viechanical
Max Hoa2=58(LC 3)
Max L1p3`r=-21(LC 4), 2=-141(LC 3)
Max Grav3=33(LC 1), 2=218(LC 1). 4=39(LC 2)
FORCES (lb)- Maximum Compmsslon/Maximum Tension
TOP CHORD 1-2=0/22, 2-3=-38/7
BOTCHCRD 24=010
n
CSI I DEFL In (loc) Vdafl Ud PLATES GRIP
TC 0.12 Vmt(LL) -0.00 2 "99 360 MT20 244/190
BC 0.04 Vm" TL) -040 24 >999 180
WB 0.00 Horz(TL) -0.00 3 n/a n/a
(Matrix) Weight: 91b
BRACING
TOPCHORD Structural wood sheathing directly applied or 24-0oc purlins.
BOT CHORD Rigid wiling dketlly applied or 10-0-0 oc bracing.
NOTES (5)
1) Wlnd: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2psh BCDL=3.Ops1; Category II; Exp B; enclosed; MWFRS Qow-dse); cantilever left and right exposed; Lumber DOL=1.60
2)'This muss has been designed for a 10.0 psf bottom chord [No load norvnncunent with any other live (pads.
3) Refer to girder(s) for truss to buss connections.
4) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 21 Ib uplift atjolnt 3 and 141 lb uplift at joint 2.
5) The truss engmeerfor this job Is Seng-Chal Tan, FL Lis. N46765, 365 Alhambra Place, West Palm Beach, FL, 33405, MITek Industries, Inc., FL Carl. N6534.
LOAD CASE(S) Standam
Job
Luse Type
ply
MORNINGSIDE MASTERS PHASE II
X07-063
E7 JACK
J
15
15
1
Jab Reference tlanal
UnNersal Forest Protlutl, Inc E409, Va. Beach, FI. 32967. James Shoaf 7.030 a Jen 3 2008 MiTek Industries, Inc. Fri Feb 1512:41:34 20a Page 1
-1-0-0 7-0-0
i
1-0-0 7-0-0 3
Scal
4.00 12
TI
2
Se at B1
4
4.4 =
7-0-0
I
7-0-0
_
LOADING(psf)
SPACING 2-0-0
Cal
DEFL In (loc) Well L/d
PLATE'S GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.63
Ven(LL) .0.10 23 -794 360
MT20 244/190
TCDL 15.0
Lumber Increase 1.25
BC 0.41
Ved(TL) -0.25 2-0 >318 180
BOLL 10.0 -
Rep Stress Ina YES
VVB 0.00
HasjTL) -0.00 3 Na We
BCOL 10.0
Code FBC2004i7Pl2002
(Matrix)
Weight 23lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 Go pudlns.
BOT CHORD 2 X 4 SYP N0.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bretlng.
REACTIONS (lb/size) 3=221/Mecnanimi,2=404/0-8-0,4=66IMechonicel
Max Horz2=128(LC 3)
Max Uplifl3=-129(LC 3), 2=-177(LC 3)
Max Grav3=M(LC 1), 2=404(LC 1), 4=132(LC 2)
FORCES (lb)- Maximum Compression/Maximum Tensfon
TOP CHORD 1-2=0/22, 2-3=-65/58
BOTCHORD 2-4=0/0
NOTES (5)
1) Wind: ASCE 7-02; 130mph (3-second gust); h=151t. TCDL=4.2psf, BCDL=3.0psf, Category II; Exp B; enclosed; MWFRS (low-riss); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)'This buss has been designed for a 10.0 pat bottom chard live load none ncunent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechaniml connection (by others) of truss to bearing plate capable of withstanding 129Ill uplift atjoint 3 and 177Ib uplift at joint 2.
5) The truss engineer for this job Is Seng-Chat Tan, FL Lim #46765, 365 Alhambra Place, West Palm Beach, FL, 33405, MITek Industries, Ina, FL Cam #6634.
LOAD CASE(S) Standard
1 I
I
E7A IJACX 13 1 1
44 =
LOADING (psi
SPACING 2-0-0
C51
DEFL In
(toe) Wall lltl
PLATES GRIP
TCLL' 20.0
Plates Increase 1.25
TC 0.69
Ven(LL) .0.10
1-3 "05 360
MT20 2411190
TCDL 15.0
Lumber Incmese 1.25
BC 0.41
Ved(TL) -0.24
1-3 >322 180
BOLL 10,0
Rep Stress Ina YES
WB 0.00
Horz(rL) -0.00
2 n/a We
BCDL 10.0
Code F302004TPI2002
(Matrix)
weight 21 to
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.2
TOP CHORD
Stm=ml wood sheathing directly applied or 6-114 oc purlms.
BOTCHORD 2 X 4 SYP No.2
BOTCHORD
Rlgld telling directly applied or 10-0-0 oc bracing.
REACTIONS (Iblsiae) 1=296/0-74, 2=230IMechanlcal; 3=66/Mechankal
Max Hors 1=105(LC 3)
Max Upllftl=-01(LC 3), 2=-136(LC 3)
Max Grav1=296(LC 1).2=230(LC 1), 3=131(LC 2)
FORCES (lb)- Maximum Compresslon!Maximum Tension
TOP CHORD 1-2=-03162
BOTCHORD 1-3=010
1) Wind: ASIDE 7-02; 130mph (3-second gust); h=15M TCI
2) *This truss has been designed for a 10.0 psf bottom chc
3) Refer to girder(s) for truss to truss conneClDns.
4) Provide mechanical connection (by others) of truss to be
5) The truss engineer for this job Is Seng-Chat Tan. FL Lit
LOAD CASE(S) Standard
II; Exp B; enclosed; MWFRS (Iow-dse); cantilever left and right exposed ; Lumbar DOL=1.60
other live loads.
1 and 138lb uplift at joint 2.
33405, MTek Industries, Inc., FL Cart, N6634.
Job Tmss Tress Type �ITOtY ply MORNINGSIDE MASTERS PHASE II
X07463 K01 JACK 1 1
UnNersal Forest Protluq, Inu E359,Vem Beach. FL 32967, James 8hoa1 Job Reference (o tlone0
7.030 s Jan 3 2008 MiTek Industries. Inc. Fri Feb 15 12;41:35 2008 Page 1
-1-5-0 3-2-14
1-5-0 3-2-14
%cale
r
2.83 12 5
2
T1
Seat late
at
6 4
4x4 =
3-2-14 _
3-2-14
LOADING (psU
SPACING 2-0-0
CSI
DEFL In (roc)/deft Vtl
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.24
Vert(LL) .0.00 2-4 >999 380
MT20 244/190
TCDL 15.0
Lumber Increase 1.25
BC 0.04
Ven(TL) -0.00 24 >999 180
BCLL 10.0
Rep Stress Ina NO
WE 0.00
Homf%) -0.00 3 We Na
BCOL 10.0
Code FaD2004RP12002
(Mertz)
WeI9M: 121b
LUMBER BRACING
T0P CHORD 2 X 4 SYP No.2 TOPCHORD Structural Wood sheathing directly applied or3-2-14 oc pudIns.
BOT CHORD 2 X 4 SYP No.2
BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing.
REACTIONS (lb/size) 3=60/Mechanical,2=278/0.11-5,4= 0/Mechanlcal
Max Hoa2-57(LC 3)
Max Up11H3=-9(LC 4), 2=-135(LC 3)
Max Grav3=60(LC 1), 2=278(LC 1). 4=41(LC 2)
FORCES (lb)- Maximum C(mpression/Maximum Tension
TOP CHORD 1-2=0/21, 2-5=-37/0, M=-6/11
BOT CHORD 2-6=0/0, 4.6=0/0
NOTES (7)
1) Wlnd: ASCE 7-02; 130mph (3-second gust); h=15ft; TCDL=4.2ps1; BCDL=3.0psh, Category II; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
'This
2)buss has been designed for a 10.0 par bottom chard live load nonconcurmnt with any other live (pads.
3) Refer to girder(s) for buss to truss connections.
4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 91b uplift at joint 3 and 135 Is uplift at joint 2.
5) Hanger(s) or other connection device(s) shall be provided sufficient 0 support concentrated load(s) 401b down at 14-15, antl 40 ib dawn at 14-16 on top
chord, and 21 lb up at 1-4-15, and 21 lb up at 14-15 on bottom chord. The desl9Nselecticn of such connection devices) Is the responsibility of others.
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8).
7) The truss engineer for this Job is Sang -Chat Tan, FL Lie. #46765, 365 Alhambra Place, West Palm Beach, FL, 33405, MITek Industries, Inc„ FL Cert. N6634.
LOAD CASE(S) Standard
1) Regular. Lumber Increase=1.25, Plate Increase=125
Uniform Loads (pif)
Vert 1.3=-70, 2-0=-20
Concentrated Loads (Ib)
Vert 6=21 (F=1 1. 8=1 1)
Job Tmss TmMOss Type pry ply MORNINGSIDE MASTERS PHASE It
X07463 X9 NO TRUSS 3 t
Job (option.[[
Unwersal Forest Product Inc. E359, Vero Beach, FI. 32967, James Shoal MiTeo Reference il
7.030 s Jan 3 Tek Industries, Inc. Ftl Feb 1512:41:35 2008 Page 1
9-10.13
1-5-0 5-9-8 4-1-5
1
Scale = 1:18.1
4
2.83 12 4x4 0 11
3
10
1
WI W2
9
2 B
1 tE B1
C&d El
F-
13 14 7 15
6 5
40 II
4x6 =
4x4 =
9-10-0
9-1R-1
5-9-8 4-0-8
0-0-13
LOADING (psp
TCDL
SPACING 2-0-0
CSI
DEFL In (lot) Utlefl Vd
PLATES GRIP
15.0
TCDL 15.0
Plates Iner a 1.25
so
TC O.d2
VEFLL) -0.1 2-7 >999 360
MT20 244/190
.Lumber Increase 1.25
BC o.36
Vert(TL) -0.10 24 >999 180
BCLL 10.0
Rep Stress lnu NO
WB 0.34
Horz(TL) 0.02 6 Na Na
BCDL 10.0
Cade
(Matrix)
WelghC 401b
LUMBER BRACING
TOP CHORD 2 X 4 SVP No.2 TOPCHORD Stlucturel wood sheathing directly applied or 5-7-0 on pudins.
BOTCHORD 2 X 4 SVP No.2
BOTCHORD Rigid telling directly applied or 10-0-0 as bracing.
WEBS 2 X 4 SVP No.2
REACTIONS (lb/size) 4=141/Mechanical, 2=570/1-0-1, 6=439/MechanipI
Max HOM2=127(LC 3)
Max Up1lft4=-91(LC 3), 2=-185(LC 3). 6=126(1-C 3)
FORCES Vb)- Maximum Compresslon/Maxmum Tension
TOP CHORD 1-2=0/22,2-8=-11991306,8-9=-1197/307,9-10=-1160/323,3-10=-ll21/324,3-11=66/13,4-11=-25126
BOTCHORD 2-12=.37311126,12-13=373/1128,13-14=-373/1128, 7-14=-373/1128, 7-15=-373/1128, 6.15=373/1128, 56=0/0
WEBS 3-7=0/323, 3-6=1194/395
NOTES (7)
1) Wind: ASCE 7.02; 130mph (3-second gust); h-I5ft; TCDL=4.2psf; BCDL=3.0ps1; Category II; Exp B; enclosed; MWFRS Vow -rise); cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1,60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3)Refer to glyder(s)for buss to buss connections.
4) Provlds mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 4, 185 lb uplift at joint 2 and 126 lb uplift at joint 6.
5) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated lood(s) 6 lb down 13 lb 43-11. 6 lb down
and up at and 13 lb up at
4-3-11, 74lb tlown and 73 lb up at 7-1-10. 741b tlown and 73 It, up at 7-1-10, and 40lb tlown at 1-5.12. and 40 lb tlown at 1-5.12 on top chard, and 21 lb up at
1-5-12, 21 Ile up at 1-5-12, 131b dawn at 4r3-11, 13 lb down at 4-3-11. and 53 lb tlown at 7-1.10, and 531b down at 7-1-10 on bottom chord, The
d-sign/selecuon of such connection device(s) Is the responsibility of others.
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
7) The truss engineer for this job Is Seng-Choi Tan. FL Lie. 946765, 365 Alhambra Place, West Palm Beach, FL, 33405, MiTek Industries, Inc., FL Cert. #6634.
LOAD CASE(S) Standard
1) Regular. Lumber Increase=1.25, Plate Inuease=1.25
Uniform Loads (pit)
Vert 1-2=-70, 2-8=30, 4-8=-70, 2-5=-20
Concentrated Loads Ila)
Vert. 10=16(F=B, 0=8)11=-147(F=-74, 8=-74)13=21(F=11, 8=11)14=13(1`=41, B=-6)15=53(F=-26, S=-26)
Job
Luse
Tmss Typo
Oly
Ply
MORNINGSIDE MASTERS PHASE II
X07-463
K9A
MONO TRUSB
i
1
Job Reference (optional)
universal Forest Product, Inc. E359, Verb Beach, FI. 32967, James Shoat ]. W O s Jan 3 2008 MiTel, Industries, Inc. Fri Feb t5 I2:41:35 2008 Pege 1
5-7-6 9-8.11
5-7-6 4-1-5
Scale = 1:15.
3
2.83 FIT
4x4
2
T1
W1 2
d t
q
9
Se
LP B1
04 It
6 5 4
4x8 =
44 =
5-7-6 9-7-15 9-8�11
5-7-6 4-0-9 0-0-12
LOADING(pst)
SPACING 2-0-0
DEFIL In (loc) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
0.41
Ved(LL) 0.03 1-6 >999 3160
MT20 2441190
TCDL 15.0
Lumber Increase 1.25
71ITC
0.32
Vem(TL) -0.07 1-6 >999 180BCLL
10.0
Rep Stress Inc' NO0.32
Hom(TL) 0.02 5 n/a weBCDL
10.0
Code FBC2004/TPI2002
x)
Weight: 37 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 I)A 4 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOTCHORD Rigid ceiling directly applied or 9-10-15 no bracing.
WEBS 2X 4 SYP No.2
REACTIONS (lb/size) 1=36010-9-15,3=250/1vschan(cal, 5=449/Mechanical
Max Horz1=130(LC 3)
Max Upli t1=-99(LC 3), 3=-143(LC 3), 5=120(10 3)
FORCES (lb)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=4111/301, 2-3=E8/42
BOT CHORD 1-6=305/1058, 5-6=-405/1058, 4-5=010
WEBS 2-6=0/248, 2-5=11201428
NOTES (6)
1) Wind: ASCE 7.02; 130mph (3-second gust); h=15ft; TCDL=4.2psh BCOL=3.Opsi; Category 11; Exp B; enclosed; MWFRS Low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=L60
2) *This truss has been designed for a 10.0 psf bottom chord live load nomancurrent with any other live loads.
3) Refer to gi'der(s) for truss to truss connections.
4) Provide mechanics[ connection (by others) of huss to bearing plate capable of withstanding 99lb uplift at Joint 1, 1431b uplift at Joint 3 and 120 lb uplift at Jolnt 5.
5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
6) The truss engineer for this Job is Seng-Chas Tan, FL Lt. #46765, 365 Anambra Place, West Palm Beach, FL, 33405, MITsk Industries, Inc., FL Cert. #6634,
LOAD CASE(S) Standard
1) Regular. Lumber Increase=1.25, Plate Increase=1.25 -
Trapezoidal Loads (plf)
Vert: 1=-6(F=32, 13=32)-to-3=-170(F=.50, 13=50), 1=-2(F=9, 3=9}to-4=49(F=-14, 8=-14)
1 1
Beach, FI. 32967, James VALLEY Shoaf
2-0-12
2-0-12
2
4.0g 12
1 T
B1
44
4-1=8
4x4 a
2-0-12
3
SPACING
TCL DING 2PO.0 Pacts Increase 2125 TCI Od12 V rt(LL) Na DEFIL In (1�) Well
We 99 MT20E5 GRIP
244/190
TCDL 15.0 Lumber Increase 1,281 BC 0.06 Vert(Ty Na Na 999
SCLL 10.0 Rep Stm lncr YE3 WB 0.00 HOR(TL) 0.00 3 Na Na
BCDL 10.0 Code FSC20D4fTPI20D2 (Matrix) Weight: 10 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc pudins.
SOT CHORD 2 X 4 SYP NO.2 BOT CHORD Rigid cenIng dlrectly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 1=105/4-1-8, 3=10514-1-8
Max Harzl=-6(LC 6)
Max UPfT1=-32(LC 3), 3=-32(LC 4)
FORCES (Ib)- Maximum Compression(Maximum Tension
TOP CHORD 1-2=-139/59, 2-3=-139/59
BOTCHORD 1-3=48/122
NOTES (6)
1) Unbalanced root live loads have been considered for mis design.
2) Wind: ASCE 7-02; 130mph (3-second gust); h=1511; TCDL=4.2psf, BCDL=3.Opsh, Category 11; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) 'This buss has been designed fora 10.0 psf bottom chord live load nonwricument with any other live loatls,
4) Gable requires continuous bottom chord bearing.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32lb uplift at joint 1 and 32 I6 up9R at joint 3.
6) The truss engineer for this job Is Seng-Chat Ten, FL Lic. d46765, 365 Alhambra Place, West Palm Beach, FL, 33405, MITek Industries. Inc.. FL Carl. #6634.
LOAD CASE(S) Standard
Job Truss Truss Type Dry Ply MORNINGSIDE MASTERS PHASE II
X07-463 VB VALLEY 1 1
Job Referenco o tonal
Universal Forest Product, Inc. E359, Vem Beach, FI. 32967, James Sheaf 7,030 s Jan 3 2006 MITek Industries. Inc. Fri Feb 15 12:41:36 200E Page 1
4-0-12 8-1-8
4-0-12 4-0-12
Scale = 1:12.
4x4 =
2
4.00 12
T ST1
3
1
01
4x4 6 44 II 44
8-1-8
LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) #deft Vtl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.16 Ve JILL) n/a - rva 999 MT20 244/190
TCDL 15.0 Lumber Increase 1.25 BC 0.10 Vert(TL) We Na 999
BCLL 10.0 Rep Stress Ina VES WE 0.02 Horz(TL) 0.00 3 We Na
BCDL 10.0 Code FBC2004/TP)2002 (Matriz) Weight: 23 lb
LUMBER BRACING
TOP CHORD 2 X 4 SVP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-D oc puOins.
OTHERS 2Xd SVP No.2 BOTCHORD 2 X 4 SVP No.2 BOTCHORD Rigid calling directly applied or 10.0-0oc bracing.
OTHERS
REACTIONS (lb/site) 1=138,8A-8, 3=138/8-1-8.4=293/8-06
Max Hors 1=17(LC 5)
Max Upllft1=-53(LC 3), 3=-55(LC 4), 4=66(LC 3)
FORCES (lb)- Maximum Compresslon/Maximum Tension
TOP CHORD 1-2=40/26, 2-3=40/20
BOTCHORD 1-4=0/11,3-0=0/11
WEBS 23=-214/90
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-02;130mph13-second gust); h=15ft; TCD1.=4.2pst,BCDL=3.Opsf, Category 11; Exp B; enclosed; MWFRS(low-rise); cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60
3) *This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads.
4) Gable requires continuous bottom chord boating.
5) Provide mechanical connection (by others) of Imes to beading plate capable of Withstanding 53 lb uplift at Joint 1, 55 lb uplift at joint 3 and 661b uplift at joint 4.
6) The boas engineer for this jab Is Sang -Chas Tan, FL Lic. #40765. 305 Alhambre Place, West Palm Beach, FL, 33405, MTek Industries, Inc., FL Carl. #6034. -
LOAD CASE(S) Standard
Job Truss Truss Type
Cry
Ply MORNINGSIDE MASTERS PHASE II
X07483 V12 GABLE
1
1
Universal Forest Product, Inc. E359,Varo Beach, FI. 32967. James Sheaf
Joe Refarenca (optlOnall
7.030 s Jan 3 2008 MiTek Industries, Inc. Fri Feb 1512:41:36 2008 Page 1
6-0-12
12-1-8
_
6-0-12
6-0-12
Seale = 1:19.
4x4 =
3
4.00 12
44 II
44 II
2
4
T
9T
ST2
1 i
5
B1
4x4 4x4 II
04 II
04 II 4x4
I
12-1-8
12-1-8
LOADING(psf)
TCLL 20.0
SPACING 2-0.0
CSI
DEFL In
(loci IIdell LId
PLATES GRIP
TCDL 15.0
Plates Increase 1.25
Lumber Increase 1.25
TC 0.11
Verht-L) Na
- rda 999
MT20 2441190
BCLL 10.0
Rep Stress lncr YES
BC 0.07
WB 0.02
V.rfT/nL) n/a
Hoa(TL) 0.D0
n/a 999
5 We n/a
BCDL 10.0
Code FBC20NITP12002
(Manx)
Weight: 391b
LUMBER
TOPCHORD 2 X 4 SYP Nat
BRACING
TOPCHORD
Structural woad sheathing directly applied or"A)as pudlns.
BOT CHORD 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.2
BOT CHORD
Rigid ceiling directly applied or 1G-0-0 oc bracing.
REACTIONS (Ib/size) 1=117112-1-8,5=117/12-1-B,7=95/12-0-8,8=301112-1-8,6=301/12-1-8
Max Horz1=-28(LC 6)
Max Uphill 3), 5--38(LC 4), 7=-2(LC 5), 8=-118(LC 5), 6=-11B(LC 6)
Max Gmv1=117(LC 1), 5=117(LC 1), 7=95(LC 1), 8=301(LC 7), 6=301(LC 8)
FORCES (lb)- Maximum COmpreSSIDNMaxlmun Tension
TOPCHORD 1-2=-36/35, 2-3=34/50, 3A=-34/48, 4-5=.36/35
BOT CHORD "-0/26, 7-8-025, 6-7=025, 5.6=D/25
WEBS 3-7mA6119, 2-8=-2181123, 4-6=-2181123
j
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 130mph (3-second gust); h-15ft; TCDL=4.2psh BCDL=3.0psV. Category II; Exp B; enctosed; MWFRS 00dse); cantilever left and tight exposed ; Lumber DOL=1,6D plate gap DOL=1.60
3)'This truss has been designed for a 10t0 ant bottom chord live load nonconcument with any live loads.
other
4) Gable requires continuous bottom chord banning.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift etjolnt 1, 381b uplift
at joint 5, 2lb uplift at joint 7, 118 Its
uplift atjoint 8 and 118 to uplift at joint 6.
6) The hues engineer for this job Is SenghChal Tan, FL Lie. #46765, 365 Alhambra Place, West Palm Beach, FL, 33405, MiTek Industries, Inc., FL Cart #6634.
LOAD CASES) Standard