HomeMy WebLinkAboutENGINEERING (301-360)Cameron Engineering
Truss:
T16
Phone: 303 800 6750
-
3obNaDle:
SURG
Keylluild®system
Bradscamemn@yahoo.com
Daze:
09/26/10 13:44:35
KeyTmss®
SySl=
Oee 6.018
Version: 1.183
Page:
I of4
Repon:
Eng Plot
SPAN
PITCH QTY
OHL OHR
PLYS SPACING
WGT/PLY
8d14
5.001/12 1
I-M 0.5.0
1 48 in
114.8 lbs
1 ]-5
P---- —
-- -- --- 5-10-3 _ _k
M ' 0-5-0
0-8-13
5-10-3
8.614
4-3-11
3 8
0.0.0
00-0
5-00.3
2-841
5-10-3
84i-14 '
CiRI¢ ir5me fmb,mmn inxxla. S9a¢ i�d¢te Lmtwmn in dnA.
'Fml¢en' imfiml¢ Ile nmhrd4105D5IAE90 favlonx rtgimlu memtalh IIrnBT. ErB valor iNi¢I¢ ae IoulLvatsstems mgvred
WFae amnim Hal¢ am raleim mlHa
tra�vi�g alYNe is rtgiml Wvla Gcn'd Ntln (afWvtlmifiolim Nlvvatle
ekxlvf'slertf6 dadaudprlh 19MN8151mfaim laCtldfvnNSl¢I D¢i8n Mdndnfal¢eapeiyw916'mn Mvmain fmlvv��Hn¢9'16'MnfvexAabAJ
alalM6yp{
CSI
Deflection
U 0OC)
Allowed
W: Qs150-2)
3LQmin UP
L7 (45)
LIDO
BC: QWN-B
WBan in UP
L/99) (4N
L/W
Web, awl O-B
Cm IOHMQDin
MITR I
9150
W CmImmnlYBy
C.I OH LL0.m in
2LIM I
A/9Y
BC lWin Spumy=48 in
Horn QWin
8
Reactions
Summary
9 FIRaI(WW
I I
S5in
-9Y514
5 Pia(WU
2 1
2ia
AMN
9 HRd11WL)
2 1
15in
-IIWIM
5 Pin IWL)
3 I
Sin
1.20ltb
5 Pin(Wq
3 I
tin
Im His
9 HRdi ML)
3 1
15in
LWlhi
5 Pin MQ
4 I
tin
10N the
5 Pin ML)
4 1
2in
AIaH
9 HRd[ (WU
4 1
15 in
-I,4W 14
9 1 46 Ift -2m1Re 4.4a He
-20N 14
SCANNED
By
St. Lucie County
Page 301 of 570
IIA OFNERALNOIFS OF'INIS DRAWING PACKAGESH BECONSWERED AS AN MRLRALPARTOFTHIS COS@ONENTDESIGN DOCUMENT. NOIETHATUIE I CBnvirm Engineering II
PROFESSIONAL ENGINEERS SEU. WDICATS OMY n1AT ME MUSS A5SE2ABLY SHOWN ON Tn.S SWYI MFEM THE FBNP�IUM APPI Mle DESIGN CRDFRN FUR Jmc—cM
P: ME WADS.MADG CONWOONS.'IRUSS NUDMER CONFIGURAnONS. AND SPANSL ON THIS SHEET. LEcoslSm
Cameron Engineering
Truss:
T16
AA WE (
Phone: 303 800 6750
70bNan=.
SORG
KeyBuild®System
Bradscanxmn@yahm.com
Daze
09/26/10 13:44:35
KeyTnEs®
Systm
Coo 6.018
Version: 1.183
Page:
3 of4
Report:
Eng Plot
SPAN PITCH
QTY OHL OHR
PLYS SPACOVG
WGT/PLY
8{.14 5.001/12
1 1-7-5 0-M
1 48 in
114.81bs
5 Fin(WL) 8 1 tin 25ffilh w
9 HRdIML) 8 1 15 in 4.4 I4
Loads Summary
Load CaseLrl: Sid Live Load
Cm wm
Paint Loads
IRFrin FDAV7.I l,"1r7:}
Meniti I iml 1 im2 N—i. Sped S.t Edln Wb Wiah
TM cm Dam HitIDlar IOpf ®in
Bm Cm Oon� Rn IBRf IO Rf d8m
Pomtimd,
Page 303 of 570
IIAIL GFHFRALNO160FME DRAWING PACKAGBSHAILBBCONSIDERM AS AN NEGRA PART OF THIS CONIMNIN DESIGN DOCUh .. NOTE IHATME I Camemn Engineming II
PROFESSIONAL ENGINEERS SE MnICAMS ONLY MAT'IHETRUSS AS5FMBLY SHOWN ON'IHI.S SHEET MFPISME R9NIMUM APFLICABIE DESIGN CRHPRIA FOR 172(a Cam
ME WADS. WMANG CONDmONS. MUSS A Flt CONFIGURAMONS. AND SPANS IJSIFD ON THIS SHFET. LagiuF.008ffi1
�
Cameron Engineering
Truss: T16
E;N'",,,',v�114: -
Phone: 303 800 6750
lobName: SORG
KeyBuild"stem
Bfa&catrnemn@yahoo.wrn
Daze: 09/26/10 13:44:35
KeyTmss®
System Ca6.018
Version: 1.183
Page: 4of4
Report: Eng Plot
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY
8.6-14 5.001 /12 1 1-7.5 0-5-0 1 48 in 114.8 Ibs
Automated Load Chse WI: M WFRS-Left(Up)
Minibmed leads
Ty 000 X614 NUP ftNe 34.OI Pf ]A.a]p:f - 44in
TR W4 &H-14 NUp Rnlx K29pf 14.A1f Min
Bo GDO S90 NUp Rde 2&%'f &Iepf Min
Automated Load Case W2: MWFRS-Right(Up)
TW o00 W4
NUp
RV
n.Wp;r
3119pf
mi.
TT S614 511-14
NUp
Ra
L.56pf
N.%,f
Min
Automated Load Cue W3: MWFRS-(Max Dn)
Dimrbaledl®ds
MUM I iml Im,im3
meet.
Sp'
S'.lid
FN 14d
Tib WiBM1
Try -1.75 naa
NUp
Rnlx
VM'.f
AM'f
Min
TT 000 8614
NUP
Rplx
202pf
2021ef
Bin
TW W4 &IL14
ND—n
Rn
7.7 p:f
7.7p:f
Min
Automated Load Cue W4: C&C(Sunion)
Dianblued Imdv
TM e40 6-11-11 NUp RuF WN,r or,r 48in
Ty 611.11 W4 NUp Rnk IT.N'r Mmpf ain
TM S614 &H-14 NUp Rnie B135'r IHiSp,r ain
B. Da0 543 NUp RMe n.92Rr 7L921n1' ain
I) This tress has been designed in accordance with ASCE7-05,145 nigh, Exposure C.The building is GabldHip with Building Category IV (I=
1.15), Mean Roof Height 37 ft. Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, OCZone Width 930 ft. The left and
vertical has not been exposed to wind. The right and vertical has not been exposed to wind. This tress is an End ZoneTress. This truss is not in a
Hurricane Prone Region.
Load Combinations
infi.: MUM W. nm Cat... natal
an] 6363 an, (-L621 WI24 6N6 -75 Ik
nTTCSFTPT.ATFS
free ifdit. fmn. mnl foal
Additional Notes:
The and of every chord segment shall bebr4ad laterally perpendialarto theplane ofthe tress. LapRal braces shall be installed within 6" oftheend ofewlt chord segment.
Page 304 of 570
IIP OFESDSONAL FNGINEER5 SE INDCAT60NLGY MAATLLBE CONSIDERM AS THETRUSSS ASSsdBLYSHOWN ON THIS SDF TIRS CO?VPQNENT DESIGN HFRTRUSESTHEM,eXTUA APPPUCADUEE DESIGN CCRITRIA MR I 1 rmcp' OR�nRg II
THE WU .WADING CONDMONS. MUSS I.ffA®EA CONFlOURATIONS. AND SPANS USIED ON THIS SHEET,
Cameron Engineering
Truss:
T17
P.N,E .
Phone: 303 800 6750
JobNann:
SURG
KeyBuild®System
Bradsfxlneron@yahco.conn
Date:
09/26/10 13:44:36
KeyTmss®
System
Cee6.018
Version: 1.183
Page:
I of4
Report:
Eng Plot
SPAN prrm
QTY OHL OJJR
PLYS SPACING
WGT/PLY
8-6-14 5.001/12
3 1-7-5 0-5-0
1 48 in
55.21bs
1d8 2-6-3 8-0d1
—__ — —_.—t.--_ --8414
�9
2-6-3
0-8-13
4. 11
3 8
0.0-0
apsp
2fi
aa11
2- 3
8514
Em indvd. •Falvos'i�ao Jeti%rrl/IasnS (A6U falem �mertda v[rnIQ1k nm8i
Cock Pxcfawefmnifaio
EM val¢in6aa
Qnm�Ecdtnwm rtgirtd
Wkrzmma4m Pla mIWWmlHa
Jm'yvlime is
G
rtgertd R[ICIOC<�ca1 Nd¢frt Nlhfdmi6gtim AllwvaH<[IwlnLttlwumlWawflc Vc 19AA6151¢if imlvCddfivlA¢I Psig� AtindnfawfelmRa
Nimkr
WIT
Rl6'mrtM'mtinfawc�mipnN 9'IY mn h�A
61[d N� Vcd
CSI
Deflection
L
00c)
Allowed
TO: R9141I-E
TLQWin UP
LIRA
(13)
LIM
BC: QQb 19a
I Qntin
LI"
(2-3)
LIM
WeH QWIL5)
Cm/OHTLQWin UP
9.IM
7
2LI90
TCCaEi.1,B-J
C. I ON LL.amN
9.IM
1
MIT
RC mm SW '.48 in
Hme M. am in
7
Reactions
Summary
5 Nn ML) 3 1 tin 103)kH
9 HRdl ML) 3 1 35 in miff
5 Pin(WU 4 1 tin wft
5 NnIWU 4 I Sin P@�H
9 HRdl ML) 4 1 min ml1
Page 305 of 570
IIALL GENERAL NOTES OF TIRS DRAWING PACKAGE SHALL BE CONSIDERED AS AN IMBORAL PART OFMRS COWONENT DESIGN DCCUff .. NOTETH "HE I Carremn Engineering II
PROFESSIONALFNGINEERS SC INDICATES ONLY 7HATTHETRUSS ASSEN.BLY SHOWN ON THUS SHEET NELIS THE NUHHHUN APPUCABLE061GN CRHFRIA FUR 1ronEn Engineering
THE WADS. LOADING COMMONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS LISTED ON THUS SHEET. Lv .COB1N•
Cameron Engineering
Truss:
T17
Phone: 303 800 6750
JobName:
SURG
r.9.e;....,<'
KeyBuild®System
Bradscameron@yahoo.com
Date:
09/26/10 13:44:37
KeyTmss®
System
Can 6.018
Version: 1.183
Page:
3 of
Report:
Eng Plot
SPAN PD'CH
QTY OHL OHR
PLYS SPACING
WGT/PLY
8-6-14 5.001/12
3 1-7-5 0.5.0
1 48 in
55.2 His
m 1
a 2in
5 Pin(WL) a 1 $in
9 HRnML) S 1 15in
Loads Summary
Load Case Lrl: Std Live Load
Dimibu¢d Load,
ZNSft3H
-I.P15 Us
6a Car Ihwn
Py
ofst
0'r
Qin
Load Case D1: Sid Dead Load
DLStribved lands
MCMsr IQaliml 1iv1im1 Oimim
S,W
Slat lml
End lmtl
Tnb Wi66
Tit, C. pmvn
Rnkc
10 pf
IOpf
Min
B. Car Dam
RWs
105uf
10,f
Min
Automeed Load Case W l: MWFRS-Left(UP)
Dis -buwdlmds
wm
Min
®m
Page 307 of 570
II RPOFESSFONAL EDNMGQ-AS SEll. ICAMONLY' T'IHE TRUSS ASS5EM9LDRAWING PACKAGE S� BE CONSMERM AS AN
SHOWN ON THIS SHHF£! F4£IS THE Mm APP��T.ESION CCRHIRIA FOR 53c—TTHE c�II,g II
THE LOADS. WADING CONOmONS. TRUSS MEr.IDER CONFIGURATIONS. AND SPANS LL4TFD ON THIS SHEET.
Cameron Engineering
Truss:
T17
a.�-'
Phone: 303 800 6750
JobName:
SURG
KeyBuild®System
BradscurcuonC@yahoo.com
Daze:
09/26/10 13:44:37
KeyTmssO
System
Cce6.018
Version: 1.183
Page:
4of4
Report:
Eng Plot
SPAN PITCH
QTY OHL OHR
PLYS SPACING
WGT/PLY
8-6-14 5.001/12
3 1-7-5 0-5-0
1 48 in
55.2lbs
Automated Load Case W2: MWFR&Right(Up)
Distributed lands
OF ODD b614
Tap R614 411.14
Automated Load Case W3: M WFRS(Max Dn)
DbMp=d lands
UT WOO R614
TM 8414 8-13-14
Automated Load Case W4: C&C(Suction)
Ran
Rn
Tap ono 411.11 NUp Ran U1.54p:f 0054sf Min
Tap 611-11 8414 NUp Relx Inupf U)Wpf Min
TT 8414 dll-14 NUp Ran IB435ppf 181.m'f 44in
Ba BRR 2-i3 NUp Rnie W..W,f Tl.%'f grin
1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category IV (I=
I.I5), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end
vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a
Hurricane Prone Region.
Load Combinations
Member Forces Summery Tnne ins.,- Me�0. —cst no.aum f. I—innnin. r KMInvn fmnmu creel f—1
Rays R461 -7311v
fATRSFTPT.ATP.0
Additional Notes:
The end of every chord segment shall be braced laterally perpendicularto the plane ofthe truss. Lateral braces shall be installed Within 6" of the and ofeach chord segment.
Page 308 of 570
II THEIASAOSN ENGINEERSDING OOF MUS pUNDIIS. USSMEMBFR C TMIE MUSS PACKAGE S� SSA LPANEE) AS AN SWNO MIS
ON SmaSIIIPIUMS THE MMIMMMIS COMPONEIT IGN MPPUCABU DESIGN CCRIMUA MR 17oc—Cann Lnnnnnt. CO Engineering
II
Cameron Engineering
Truss: T18
cvrtysim c
Phone: 303 800 6750
JobNallc: SURG
xeyHBlla®System
Bradscarceron@yahoo.com
Datc 09/26/10 13:44:38
Keyl'mss®
System Cee 6.018
Version: 1.183
Page: I of4
Repast: Eng Plot
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY
8.6-14 -5.001 /12 4 0-5-0 I-7-5 I 48 in 55.1 lbs
4-3-11 - - - - 0-8-13
8 1,
0.0.0
0-0-0
O-5-H`
5d-11 2-6-3
' -5-0
6.0-11 5-6-14 1
Cimlm iiNwe llmmar m in%nin. Sgacs'iad. hammer and in dnd.
Tumnun'inAcves lh mmRr d#10 SOS yllS11 fus4nn rtgyM S me cN dit ncedm. FsM1 rdan iNiaam, lh mmisd faslenas m nal
Wlve—mim hale me ainci m an [His
Aanvi:g.a(lweihm,a d Ref toGcwd Nam Or MIvrclmilwim Altvvadc ekapv fslcmia tulMatedperlh l9LAL5151¢Jmnim fm Cd6Pm�Snxl Desipl MwmvnfaslcrtrslvciBmW16"mn
Maimainfagercre4g ndpnal Wl6'min faerAalmd
anal m crM
CSI
Deflection IJ
000
Allowed
'IC: awf n
'IL a03in UP LIM
(12)
LIM
BC: amg-]Q
LL:a02in L/9
(1-2)
L/W
Weh an"
C.IOHTLa06RUP 2LIM
4
MIR)
'IC coniwely Bma,l
Cmc/ORI an in 2LIM
3
MIS()
BC Pmlin Spe'=48 in
Hm TLa05in
9
Reactions Sunnnar
IT
Tmn
LC RC
nn Wall
Rmnim
Yf BI
10
Pin(WL)
1 1
2in
19311ns
10 I
5
HRon (WL)
I 1
2in
6MIk
5 1
10
Pi.ML)
2 1
2in
3171t
5
HRan MQ
2 1
2in
Lmlk
10
Pin(WL)
3 1
2in
VISA
10
Pin(WL)
3 1
2in
-Im It,H
5
HRan (WQ
3 1
2in
Mlin
10
Pin(WL)
4 I
2in
3D IFa
10
Pi( )
4 1
2in
-WIIxH
5
HRal MU
4 1
21n
mlI
Page 309 of 570
1 ALL PROFFSLLSONALFAL mNGP16AS 5EALIMICAMONY'IUATMETRUSS ASSE LYSHOWNN ONTRiS SGXFEPM1E]MS THBMWNfUM1 APP�C�DFSIGN GN CCRf1E FORl C�eLaap:oa, C01ffivB Engineering
THE LOADS, LOADING COMMONS, TRUSS MEMBER CONFlGURAPONS, AND SPANS LISM ON MIS SHEEP.
Cameron Engineering
Truss: T18
4 ""�
Phone: 303 800 6750
JobName: SURG
4V: \LLC
ItSys
KeyBBild®System
BradsCameron@yahoo.com
Date: 09/26/10 13:44:38
Keyrmss®
System Coe 6.018
Version: 1.183
Page: 3 0174
Report: Eng Plot
SPAN P=
QTY
OHL OHR
PLYS
SPACING WGT/PLY
8-6-14-5.001/12
4
0-5-0 1-7-5
1
48in 55.1 lbs
to h.(WL)
9 1
2in
10 Pin ML) 8 1 tin -2w
ftH
5 BMI(WL) 8 1 Sin
-Sm In
Member Material
CSI Bracing
Max P
TapCM89 tlRIfi21X (9)kall
-26ld
CM610�'�'"'RS162-3603W)
vm ap...
Q6%1 48m
an
W
W<LI-1 3OS IQ,)3 G3 kil
¢6ll UNrad
w
I'M b.
1-AZ16
Weti_26'""�"-k 16LJ
¢sst"—Uiue`m'.
�N�
0ED 01`'1
N'<b'M ffiI6lNN4i1
¢69l UnM1u'td
19'!I%
WS:+ 12s1G2M(33kH
-Mal
W<b JG ffi16R3301ii)
alA U�,mi
-201tr.
Loads Summary
Load CaseLrl: Std Live Load
DiArilwed Lads
NUM L iml I im2 Di.im
Sped
Stan LM EJLud
Tib Widb
Ty cm Nnn
N
mpf mpr
a..
Ru Cm W.m
Pl
Ent Opr
alp
Load Case DI: Std Dead Load
Modanuled Lads
MrnM 1-piml L im2 Dim im
spnd
Sp. Im1 FNLad
Tnb Widx
TW Cm W.vn
Rafe.
IUpf IOpf
ain
B. Cm LUun
Ra4e
101nf 10psf
CB in
Automated Load Ca. WI: MWFRS-Lea(Up)
Dkn*Nmd Loads
Mert1u la'a1im1 tsolim2 D..im
8prv'1
Sw Wtl EtlLmtl
.Tnb Widh
TM D50 DOE NUp
ROx
V..%,f V%R.f
Win
Tap ma W4 NUp
ROp
NO of 31.6)Rf
Win
Rp B 14 IDY3 NUp
Ra
V96pf V96pf
98in
Page 311 of 570
AIL GENFRAI. NOIFS OF MIS DRAWING PACKAGE SHAM BE CONSIDERED AS AN INIECRAL PARTOF THIS COMPoNFTT DESIGN COCUMEN.. NOTE THATME
Cameron Engineering
PROFESSIONILEMINEIR'S SEAL "CAM ONLY MATMETRUSS ASSEMMIS SHOWN ON S SHEETMFEM MEMIMAHl APPWC"M DESIGN CRMRIA FOR
ITS3( Can
THE LOADS. WMING COMMONS, MUSS MEMBER CONFIGURATIONS, AND SPANS USMDONTHIS SHEU..
{my i, CO DAI
94L`�
Cameron Engineering
Truss:
T18
uk ' `
Phone: 303 800 6750
JobNane:
SURG
xeyewlaOsyste Systl�uc
Bradscaneron@yoo.com
Daze:
09/26/10 13:44:38
KeyTmss®
Systene
Cee6.018
Version: 1.183
Page:
4 of4
Report:
Eng Plot
SPAN PITCH
QTY
OHL OHR
PLYS
SPACING
WGT/PLY
8-6-14 -5.001 /12
4
0-5-0 1-7-5
1
48 in
55.1 Ibs
Automated Load Case W2: MWFRS-Right(Up)
Distributed lads
IAenly i_Osinl Isalim2
Dinnim
S s1
SLN Imtl Eni
IHb W'M
LT U50 000
NUp
Rnke
14,N, 16NIcf
CB in
TT 000 8614
NUp
Re4e
No 2Aon pf
4a in
Tip 8614 1023
HOF
Rake
51.S9 pf 51,58pf
min
Bra 6111 8614
NUp
RWv
H.I8 pf 818pf
min
Automated Load Case W3: MWFRS{Max DO,
DiSnbued loads
ht i I—eiml tsalim2
Di.im
Sv
Sun lnW EnIlOd
Tnb W'bb
TW -0.W 000
NDo—
Rao
7.7R.f 7.7 of
Min
Tap (Hot W4
NUp
Re
an'f Ion "r
Min
Tap x614 ID2-3
NUp
Rn4
29.58p:f A5S Isf
Min
Automated Load Case W4: C&C(Suction)
Distributed lords
M,nk r t¢viml LWoim2
Di—m
Snud
Sun lmd EJlmtl
Tnbw'dlb
Try &SO pan
NUp
Ralx
I&1m'f 18435 p:f
4 in
TT 000 620
NUp
RoJ
131.54ptt 07.541nf
48 in
Tay 610 8414
NUp
RWn
I37.541cf Mm p:f
4 in
TT 8614 1023
NUp
Rak
Humpf IaA 'r
Min
B. 61-11 8614
NUp
RWc
T7.42p;f w..w,,f
Min
1) This Russ has been designed in accordance with ASCE7-05,145
mph, Exposure C. The building is Gable/Hip with Building Category IV (I
1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end
vertical has not been exposed to wind. The right end
vertical has not been exposed to wind. This tress is an End Zone Truss.
This truss is not in a
Hurricane Hone Region.
Load Con binatlons
GUSSErPLATES
Additional Notes:
The end ofevery chord segment shall be braced laterally perpendicular to the plane ofthe truss. Lateral braces shall be installed within 6" of the end ofmch chord segnent.
Page 312 of 570
ALLGFNFRALNOTES OF THIS DRAWING PACKAGESWllI. BE CONSDERM AS AN LYIFIRALPART OF MIS CONWONFN7DFSIGN DOCUMINL NOMMATTHE
Cameron Engineering
PROFESSIONALFNGWF}A'S SENE.DDICATFS ONLY MATT1EIRUSS ASSENRLY SHOWN ON THIS SHEETNUMS MEMR4P1UM APPIICABIE DESIGN CRMUUA FOR
Imcn,vcM
TIE 1AADS. WADING CONDmONS. TRUSS MEMBER CONFIGURATONS. AND SPANS DSTEDON THE SHEET.
LmgmE. CO saire
Cameron Engineering
Truss: T19
FM a —
Phone: 303 800 6750
]obName: SORG
KeylloildOSystem
Bradscanleroll@yahoo.coltl
Date: 09/26/10 13:44:39
KeyTnlssR
-
Syslem: Cee 6.018
Version: 1.183
Page: I of4
Report: Eng Plot
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY
11-6-14 5.001/12 2 1-7-5 0-5-0 1 48 in 88.71bs
4 10
0-0-0
6-o-B
2-6-3
446.5
2-6-3
7-0.6
11-6-14
Cirtla irtimle fatertrmnin wed, Sgo�u irt5mefmtvermuinthM, "Fnr¢rm"iNicv[s lle
�JvrH/IOSDS (iWSB fuleren mµmd vt ve eNRlkm kr. Pchwlm irtGmla tk
rvmhrrl taerers regirt6
Wkrt[vr[di.o.invalI .na We
dawir¢. a plate i5 mµmi Reterto GemN Nan fafinlvclatlfaim Allnvatle slev lerfulerer is
calaJaalperk 1936AI515pnifuvim fv CtlbFmrNStal DesiSm. Maixvin fmlemspei�w Wl6•min MviNvin fu@rereQs napnu 4'IS ion fveeAxlen rt
etul mvcled
CSI
Deflection
U
(100
Allowed
TC: 0.)31(I-11
7, 005in UP
L/99)
(�
L/10
BC,: 6X1 (561
IL no, in
L/9A
(56)
L/360
Weh 0.MU-7)
Cm IOHM005in UP
M,M
9
2L193
IC Cwin ly B,uM
CM/OH IL OBI in
L./AA
9
M190
BC PWin Spicin,=45 in
HmtL 001 in
9
Reactions
1T
lym
Lc Be
Bmwid
Rcxlim
7
Pin(WL)
1 1
tin
1MId
11
HRnE ML)
1 I
3.5in
1121d
7
Pin(WL)
2 1
tin
I,SBI Id
II
HRtli ML)
2 I
15in
miI
7
Pi.ML)
3 1
21.
4151IN
7
Pin(WL)
3 1
tin
IO IdH
II
HR61ML)
3 1
3,5 in
miff
7
Pin(WL)
4 1
tin
I'Mift
7
Pin(WL)
4
tin
fl51d H
II
RRon (WU
4 1
15 in
REIN
J
Page 313 of 570
IIP OMSSION LWGP'FflfNOTES OF l5SE NDICAIESONLY7 TTI MMSG PACKAGE S� BE ASSSPMBLRED AS T SHOW ON'IHLS SHEETMECIS'MENUNMUM"PRa PART OF ME COWONENT DESIGN �ABLED61GN CCRfIPlOA FOR I TME C�I Tog C4.CCI. ng II
THEWADS, LOADEVG CONDf11ONS. TRUSS MEMBER CONFIGURAIIONS, ANOSPANS LISTED ON IRIS SHEET.
I
Cameron Engineering
Truss: T19
- .v.vvn�ucu<$� I
Phone: 303 800 6750
]obName: SURG
KeyBuild@System
BradsC ron@yaboo.com
Date: 09/26/10 13:44:39
KeyTmss@
system Cee6.018
Version: 1.183
Page: 3 of
Repon: Eng Plot
SPAN PITCH QTY OHL OFB2 PLYS SPACING WGT/PLY
11-6-14 5.001/12 2 1-7-5 0-5-0 1 48 in 88.7IN
7 Rn(WL) 8 1 tin i0561tr.H
11 HRdl ML) 8 1 15 in -ZrS liv
Loads Summary
Load Case Lrl: Sod Live Load
Dembn ed tneds
We I iml lu-vlim2
Direnim
S,c
Slml
EN 4W
Tnb WiA6
TT C.
W.vn
P9
M,f
M,f
ain
Bd 2a1
D-m
Py
OP:f
ORf
48 in
Load Cuse DI: Std Dead load
D=bumd loads
Mo Iamiml I im2
omre im
Sm
S. lmtl
Ed
Mb WiN
Timm Cuf
pave
Re
10,f
10,f
aim
B. C.
Dam
Rate
10,f
10'r
IBin
Automated Load Case WI: MWIRS-Left(Up)
Disn'Iumd loads
000 11614 NUP Rnlx M02 p:f )A.@p'.f 48in
IId14 11-11,14 NUP Sit 14.29" 1429 f 44in
000 2-53 NUp RNe 818p:f M18p'.1 &in
Page 315 of 570
II ALLGFNHRAI. NOTFS OF THIS DRAWING PACKAGE SHAILBECONSIDERED AS AN p RALPARTOFnBS COMPONENPDESIGN DOCUFffNr. NOTE MAT ME I Canton Engineering II
PROFESSIONA ENGVJE➢IS SF ViDICAMSO0 YMATTHETRUSSASSIMBLY SHOWNONTHIS SHFEFI.ffE1S'IHEMWN1fIM APPLICABIEDCSIGNCRIIFRIA FOR 17MC—C.
M THEIAADS. IDADWO CONDmONS. MUSS ENRFR CONFIGURATIONS. AND SPANS IISTED ON THIS SHEET, Im,m COSB%o
Cameron Engineering
Truss: T19
•,..
- -
Phone: 303 800 6750
]obblame: SURG
eY7..4.0
KeyBuild®System
Bradsnarileron@yahoo.com
Date: 09/26/10 13:44:39
Ke Tmss®
System Cm 6.018
Verson: 1.183
Page: 4of4
Report: Eng Plot
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY
I1-6-14 5.001/12 2 1-7-5 0.5-0 1 48 in 88.7 Has
Automated Load Case W2: MWFRS-Right(Up)
Disnbumd Inds
Mesh, Imm iml Im0m3 Di.im Sp S. Imd Etllmtl Tnb Widb
UT -1-7-5 O00 NUp RNe V!6p:f P.9ip:f mia
TT ODO IW4 NUp Rde 37.69 pf 37.69p•f 48 in
Tap 11G14 11-11-14 NUp Rue Z%'r 9.56p:f min
Automated Load Qse W3: MWFRS-(Max Dn)
Danbutedluads
Automated Load Cue W4: C&QSudion)
Dimibuad leads
1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. The building is Gable/Hip with Building Category TV H
1.15), Mean Roof Height 37 ft, Overall Building Dinensions of 93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end
vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a
Hurricane Prone Region.
Load Combinations
i I Cm Fa ar
1 DI I.ml
=2=MjG1
)roes Summary T.W tuf—: Mpmhr m.—CSl, nu mixl fu
a355 &'Id MWIM a= -mi lh.
GUSSET' PLATES
f ifdnucn fmn�xadal hal
nUn 3/IFe
Additional Notes:
The and ofevery chord segment shall beblaced laterally perpendicularto the plane ofthe truss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment.
Page 316 of 570
PROF£990NALEMM13tS SF INI� MISS OFTEN PCA7PS ONLOY Tu VpTHETRU S ASSENOLYSMkN ON THIS SHEIRrA E1STHEMWMNUMOAPPUCA65IE DFSIOCsN CRITITERIA MR —Cwnm Engineering
npstAAOS. WA WG COMMONS. MUSS M pa CONF7GURAMONS, AND SPANS LLSIID ON7HIS S=.
Cameron Engineering
Truss: T20
- a .
Phone: 303 800 6750
JobName: SURG
Keyl3uila®system
Bradscameron@yahoo.com
Daze: 09/26/10 13:44:40
KgTmss®
System: Cee 6.018
Version: 1.183
Page: Iof4
Report: Eng Plot
SPAN PITCH QTY OHL ORR PLYS SPACING WGT/PLY
11-6-14-5.001/12 2 0-5-0 1-7-5 1 48 in 83 lbs
5-6-11 - - - - _ 0-8-13
10 1
1
o-o-o
o-o-o
Q-5U5-D
4-1-5 4.6-5
I
0-5-
4-6-5 9-0-11
Ciw1m iAe fmtemreuan in%v . Sgmn inde4e fon—rLM inc .'Fa%.—
ind.depurlsdPIOSDS(ALSDfa,..gno.dnneninf�rt . Fic6vil¢iNdmns do nerhrar favlercn n,,nn,&
WJ—.im Flmmxe 1W..ttn
ftn�, aM1 is rcpd¢Q Rda WGaeml Nu faN ,,IanGmlim Al1p cskawau tcnom daJwm!lvde mn Miimanfnvnncr gndgnd WW rmnkdd6Jr9R
s�a6 mvMai
CSI
Deflection
U (IM)
Allowed
TC : OMO H
E Wai.n11P
L/9A 94)
L/2W
Be: URS9
LI-am in
L/9A CA)
LlW
Weh BRA"
Cm ION TLBO4in UP
]L/4A II
21/m
IC Cani�avmly BreeM
CM/OH IL n01 in
i m9 II
M a)
Be in Sµci,-Q in
HveiL am in
11
Reactions
JT
11m
W Be
Bm Wid
Reaslim
12
Pin(WL)
1 1
tin
Wan
6
HRd) ML)
1 I
Sin
T261h
12
Pin(WL)
2 1
tin
MR,
6
HRdIDOL)
2 1
tin
LW/IIa
12
Pin(WL)
3 1
tin
man
12
Pin(WL)
3 1
tin
-11311nH
6
Hace WL)
3 1
tin
41511s
12
Piri W)
4 1
2in
man
IS
Pin(WL)
4 1
2in
-WINH
6
HRal(WL)
4 1
2in
I.DAIIs
Page 317 of 570
IIA GENERAL NO EOF'TIBS DRAWING PACKAGE SHAIL BE CONSIDERED AS AN I'IFGRAL PART OF URS CONFONENT DESIGN DOLUMFNT. NOIE'IHATTHE I Cameron Engineering II
PROMSIONALENCXN 5 SPAL IDICAT60NLYl TTHE'TRUSS ASSEaBLY SHOWN ONTHIS SHEPfME£1S 9HEMINNfUM APPUCABIEDFSIGNCROER"FOR Imc.CM
THEIDADS. WADING CONDPIIONS. MUSS NIENIBERCONFIGURATONS, ANDSPANS LISTEDONTHLS S=.. Lnn nnn. COS
Cameron Engineering
Truss: T20
. -
r..rtammaur
Phone: 303 800 6750
lobName: SURG
KeyySystem
BTdd8ednleTOn@ydhOO.COSn
Date: 09/26/10 13:44:40
KeTm
Ke}�I'mss®
System Cee6.018
Version: 1.183
Page: 3 of4
Report: Eng PIBt
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY
11-6-14-5.001/12 2 0-5-0 1-7-5 1 48 in 83lbs
12 Pln(WL) 8 1
6 H Ron OVL) 8 1
2m-So%@:H
tin A.999lIR
Loads Summary
Load Case Lrl: Std Live Load
Mender Urwiml 1®1im2 Di.im S,c S.Lnal End lad TI,WiJ16
TT C. W.m M IDpf M,f - 48m
Ba Cm Dd'n Piq Bp.f Olef 481n
Load Case DI: Std Dead Load
Ba Cm
Darn
Rahn
Ialef
lolef
Lein
Automated Load Case WI: MWFRS-Lea(Up)
DimfbutrdlmdM
M,M lm inn Lmmim2
Din xn
.Spore
Sian lord
En,l
MbWihb
TT 45n DOII
NUp
RHe
21.9ip:f
V..56 Rf
6M in
TT BOB I1414
NUp
Rdle
P.69Rf
3)69 p.f
48 in
Tap I1d14 112-3
NUp
Rn
V..96,r
T%,f
ain
Page 319 of 570
AD. GENERAL NOTES OMRS DRAWING PACKAGE SHALL BE CONSIDERED AS AN DGE RAL PARTOF M5 COMPONENT DESIGN DCCUM .. NOIE'111ATTHE I Caneron Engineedng
PROFESSIONAL ENGINEER'S SEAL NDICATES ONLY 'IHATTHEMUSS ASSEMBLY SHOWN ON MN SHEET NUEM ME MNIMUM APPIICARIE DESIGN CRMV,FOR )M(n (er
THE LOADS, LOADP'G CONDMONS. MUSS MffMBER OONFIGURAIRONS. AND SPANS DSTED ON THS SHEET. La .COa1YO
Cameron Engineering
Truss: 720
Phone: 303 800 6750
JobName: SURG
KeyKeySystem
Bradscameron@yahoo.com
Date: 09/26/ 10 13:44:40
Tm
KeyTuusS®
System Cxe 6.018
Version: 1.183
Page: 4of4
Repoli: Eng Plot
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY
11-6-14-5.001/12 2 0-5-0 14-5 1 48 in 83lbs
Automated Load Case W2: MWPRS-Right(Up)
Dismbuted loads
TT 000 11414
NUp
Rah
Mm pf
MBE p:f
Min
TT 11414 1333
NUp
Rilx
51.M,f
51.2 fsf
Min
Ba 31-11 11414
NUp
R#
MI8 pf
.18pf
Min
Automated Load Case W3: MY&M-(Max Dn)
Dumbuted leads
mi, IxYim1 Im,im2
Dire inn
Sgratl
Stan lmJ
Fun] 1,nu]
Ub Widh
Top 4W1 OBO
NDam
Rah
7.71Ff
7.7p1'
min
TT 000 11414
NUp
lnoe
Impif
102'f
Min
TT 11614 13L3
NUp
Res
2959,f
NS9'.f
Min
Automated Load Case W4: C&C(Suction)
Dismbard Loads
Tap BBB 8.2L NUp Rair IID.I pr IN.I p.f Min
TW B20 HI 14 N Up Rave IN.I Isf IN I p:f Min
Tap 11d14 132J NUp Rah 167.0,f IG.45,f Min
B. 41.I1 11414 NUp Rah MWpf MW,f Min
1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C.The building is Gable/Hip with Building Category IV (I=
1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end
vertical has not been exposed to wind. The tight and vertical has not been exposed to wind. This truss is an End Zone Truss. This wss is not in a
Hurricane Prone Region.
Load Combinations
GUSSET' PLATES
Additional Notes:
The end ofevery chord segment shall be braced laterally pefpendicularto theplaneofthe truss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment.
Page 320 of 570
IIPROFES�SONALENGWOEHi SPhLLWICA O LYSTNATTHRMU SASSEcMLYSNOWN ONTHLSSOFIHIS NFETMF£ISTHEABNIMU MPUCU UDM0NCRATME fIFAIAFOR I I ITOC.pon C. Engineering II
THE LOADS, LOADING CONDMONS. MUSS x1ENB9f CONFIGURATIONS, AND SPANS LLSIFD ON THUS SIfFFr.
Cameron Engineering
Truss:
121
• �
Phone: 303 800 6750
]obNBme:
SURG
nr_ . NT
Keysuild®System
Bradscameron@yahoo.com
Daze:
09/26/10 13:44:41
KeyPmss®
System
C.6.018
Version: 1.183
Page:
I of4Report:
Eng Plot
SPAN
PITCH QTY
OHL OHR
PLYS SPACING
WGT/PLY
12-7-9
5.003/12 42
1-7-5 0-5-0
1 48 in
95.7lbs
175 263
5411 —_ �
54)-11 �=Q
2-6-3
0�&13
]-6-14
12-]-9
6-0.0
4 10
0-0-0
00-5-0
M-3 54)-11
5-611
2-6-3 7-6-14
121-9
Ci¢Iu irtira,efaslemmnin wed. 5gaes irt5mlelanem¢vnr intivA.'Fsnnm'i�mlo
lk nMer,fH105f1S(AlSll fcviaert m)i'nim we eNdlh mrhr. FicM1vela i,tllmmlh
nrRadlcv�erers regtired
Whrt emciim plus nrt allW oc mlly[
hewiig elYale is
rsproi Referbfrertal Ntles frtfivldrelan6cYim Allavadeslvrlef lertis rJcWue11a 1d 19b A1sl sPs�6mimfm CdFFmmis�l �igc
FtiNain fulertslvciigY A'16"min MviNainf lert�nagnu Wl6",an fvacM1aleelR
sral covcmM
CSI
Deflection
L/
(roc)
Allowed
TO: U7120-2)
TL(min UP
LIAR
(5N
LIM
BC: Q8 U-R
U Qnin
LIM
(SN
LIND
Wch an(Li)
C./011mawin UP
2L/939
9
2LIM
WCmimvslyBnvA
Car I ON W 001 in
2L/AA
9
MIR)
BC PWin SP .,=Q in
Hm.'1L (IN in
9
Reactions
Summary
u HRdl MQ
I I
zsm
MIN
u I
7 Pinmw
2 1
tin
I,Ml IN
11 HRai (WL)
2 1
15 in
74IN
7 PinwL)
3 1
tin
6M IN
7 P..(WL)
3 1
21n
116INH
II HRai ML)
3 1
15 in
CDId
7 Pin ML)
4 I
21.
LlWIN
7 Pin(WU
4 I
tin
RIINH
11 HRdl(WL)
4 I
15 in
MIN
Page 321 of 570
ALLGENFAALN(y1FS 111 DRAWING PACK GESH BBCONSmFRFDASANM RALPARTOFTHISCOMPON DMIGNBOCO .NOmTHATTHE Cmemin Engineering
PROFESSIONALFNGWFFlt55B9LLVDICATES ONLY THATTHE TAO55 ASSEMBLY SHOWN ON THLS SHdTMFL'IS IHEMINNIUMAPPIJCABIE DESIGN CRntAU FOR 175f CmeCM
'DIEIAADS, LOMWG CONDTIIONS, TRUSS h1FI.®ER CONFIGURATIONS. AND SPANS LISM ON THIS SHEET. Ivipiv . CO 46(B
�
Cameron Engineering
Truss: 721
"�
Phone: 303 800 6750
JobName: SORG
® � .��.�a��
KeyBuild@ System
Brads=eron@yahoo.com
Daze: 09/26/10 13:44:41 �
KeyTmss(!P
system Coo 6.018
Version: 1.183
Page: 2of4
Report: Eng Plot
SPAN
PUCH
CITY
OHL OHR PLYS SPACING WGT/PLY
12-7-9
5.003112
42
1-7-5 0-5-0 1
48 in 95.7lbs
nt
m
7 Pm ML) 5
1 21.
S7 RnH
II HR4I ML) 5
I 15 in
413
7 Pin HVQ 6
1 2in
jk
Alk
7 PIu(Wq 6
1 21n
65,HdH
-
11 HRdl MQ 6
I 3.5 in
-21
7 P,.ML) 7
1 2in
t
-TRIE
7 Pin(WLI 7
1 21n
688IhH
II HRd) MQ 7
1 35 in
X61%
Page 322 of 570
ALL GENERAL NOTES OF THIS DRAWWG
PACKAGE SHALL BE CONSIDERED AS AN INIBORAL PART OF THS CONPONFM DESIGN DOCUMENT. NOMnViTTHE
Canm en Englnoming
PROFESSIONAL ENGINEER'S SC [CAM ONLY THAT THE MUSS ASSEMBLY SHOWN ON MIS SHEET MFEIS THE NUNIMIIM MMCAB1E DESIGN CRITERIA FOR
17M Con CM
THE WADS. LOADING COMMONS, TRUSS FEEM1IBER CONFIGURATIONS. AND SPANS LISTED ON 11115 SHEEP:
Lvpnm. CO Son,
Cameron Engineering
Truss: T21
a
Phone: 303 800 6750
JobNane: SURD
KeyBuild®iSystem
Bradscameron@yahoo.com
Dale: 09/26/10 13:44:41
Keyrmss®
System Cee6.018
Version: 1.183
Page: 3 of4
Report: Eng Plot
SPAN PITCH
QTY
OHL OHR
PLYS
SPACING WGT/PLY
12-7-9 5.003/12
42
1-7-5 0-5-0
1
48 in 95.7lbs
Pin( )
8 1
2i.
] Pin ML) e 1 2in
12161InH
11 HRdl MW B 1 3.5 in
-ZmlF
Member Material
CSI Bracing
Max P
Tap CM410 W616]M1191k i1
0,712 Shmktl
-2WIM
Ha CIdl1A mmlea (:Db
ADD=--:QI---F.
�2Aft-
Web 14 36EIQM(nlsi)
aim UrSamA
-Ill ll�
_ aW516243(ih`i)
Z7
§11 l7brtil
llLlp
We,bWb 2] 36t516
D9f9 WSa[ed
J.39tlk
noi6ii)
�" 15E 16Z51.03W)
wnb2
lVWJ5 ]6Li162-D(llksi)
6116 UNs[4
SSI�
Web'}„5--'--)6]Si6't33(35lii
66]S _1'46611I
WebLS 36'&162-A Ol ki)
0.Jfl4 Unbued
L46511e
Loads Summary
Load Case Lrl: Sod Live Load
DetiWlled lands
Mepht I¢mimt Evtion2
Direction
Spur
S 1-1 End 1-1
Tib Wibb
TV Cm
N.m
pR
W,f Ap:f
45in
B. Cat
D—n
Py
01sf D,f
&in
Load Case DI: Std Dead Load
Disnbmed lands
Menke 1®timl luatim2
Di—fi.
Spew
Stanton] EtlIM
Ttib Wi86
TT Cm
Dnpn
Rays
IDIaf 10,f
Con
B. C.
W.m
ROn
10,f 10,f
48in
Automated Load Case W l: MWFRS-Left(Up)
DLadbmdlmds
Mc 1¢aim1 1¢atim2
DbMim
SW
Stop lord PN 1-1
Tib Widh
Tap -1M 000
NUp
Ra42
51.!U,f 51.],f
48in
Try 000 12-79
NUp
RvFs
MOl p:f 2401 prf
&in
Tap W-5) U4i'
NUp
Radx
14N,f 14N,f
44in
Be non 2.i3
NUp
Rat¢
Mls,f ffi18pd
4.n
Page 323 of 570
All GFNFRAL NOITS OF] lEi DRAWING PACT OE SHALL BE CONSIDERED M AN LNEGRAL PART OF THIS COMPoNEW DESIGN DOCUM .. NOIE'I "On
Ciwon Enginoming
PROFESSIONAL Fl4GINFFRS SFA ]CATFS ONLY' T'IHEMUSS
ASSEMBLY SHOWNONT sfIFETh6£IS THEMPMM APPUCABIEDFSIGN CROIEMA FOR
np C.CM
'IHEIDADS. WD NGCON MONS,TRUSSN@A OCOWF URAUONS,ANDSPANSIJSIFDON'IHISSH ..
Import, C09103
Cameron Engineering
Truss: T21
Phone: 303 800 6750
dobblame: SURG
KeyBuild®System
Bradseameron@yahoo,com
Daze: 09/26/10 13:44:41
KeyFmss®
System Coe 6.018
Version: 1.183
Page: 4of4
Report: Eng Plot
SPAN Mai
QTY OHL OHR PLYS
SPACING WGT/PLY
12-7-9 5.003/12
42 1-7-5 0.5.0 1
48 in 95.7 lbs
Automated Load lase W2: MWFRS-Right(Up)
Dimibmed loads
Member t_riml I.naim2
Dirtaim Spell Saul 1W Wd T,WiDb
Tap -1-7-5 Daa
NUp RHe P.96Z T1951ef am
Ty 000 117A
NUP Rb 37. A' ID.WZ oHa
Tay 12-79 1J
NUp Rek P.961cf 21.Sbpf 48in
Automated Load Case W3: MWFRS-(Max Dn)
Dianbuted loads
We -oim1 1—a.2
Dt.im Spm S.I Ddl Tib Widb
TW -1-7.5 UOU
NUp Rays 2R57pf V..5'r 48ia
no 000 117.9
NUp Rats 101 p:f 1011af 48ia
TW 12-79 13 9
NW.m R:Jx 7.71 p:f Vl pf 45in
Automated Load Case W4: C&C(Suction)
Distributed Load,
Mem`er Isaiml 1—mim2
Di—im Sm S'm tmtl FN Imtl Tib Widb
TT -17-5 000
NUp Rao Ifi2A1rf Ifi D'r Qin
Tay 0011 &U-II
NUp Ra Ill( 1r Immpf am
TV 611-II ID7-9
NUp Rake 126&,r 1Xt4'f Mia
Top I3J-9 U09
NUp Rat 1R53pf 1R53'f 48ia
B. pro)2,53
NUp Rat 71.491cf 71Opf 48in
1)This truss has been designed in accordance with
ASCE7-05,145 mph, Exposure C. The building is GabldHip with Building Category IV 0 m
1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 it, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end
vertical has not been exposed to wind.The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This Huss is not in a
Hurricane Prone Region.
Load Combinations
8 I Cm
Fate
I DI
ao
3 In+W3
'too
s DI+0.7S W3
Lar
a6
IARI �"7
7
7 a6DI+W3
+Wa
1
Member Forces Summary TaHeiaca :btmaalo.�CSl,� Wr .C. ifdffc, fooavawM foa)
Tcm s1 o3u 841t Iola) 13
azN eras It 410 ones mIt
M M12 -2Xt 34
aYA d151t
BCN uItt
$Y67
UQ4I6ID3
-1,4R)tlt
aafr9mT
0LLU48a
ua2IWM
W[t IDnI
t
SA IIc (UIt) 47e5
(12i51t)6]
L4MUlItrS)
l'3J11t)
Zml15 n8)4 z6'II It l�llt)
'
GUSS&TPLAM
Addidosal Notes:
The end of every chord segment shall be braced laterally peryendicularto the planeof the truss. Lateral braces shall be installed within 6" oftheend ofeach chord segment.
Page 324 of 570
ALLGFNIXALNOTES OFTHIS DRAWING PACKAGESHALL RECONSIDERED AS AN INTEGRAL PARTOPTHIS COWONENTDESION DOCUN .NOTETHATTNE
Cameron Engineering
PROFESSIONAL ENGINEERS SEAL INDICATES ONLY THATTE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MWIMfIM APPLICABLE DESIGN CRHERIA FOR
USiCm2 Cuv1
TI@IAADS. WADING CONINHON5. TRUSS AfrMBM CONFIGURATIONS. AND SPANS MTFD ON THIS SHEET,
L�. CO Soon
Cameron Engineering
Truss:
T22
ih
ANAL
Phone: 303 800 6750
]obName:
SURG
KeyBuild®System
Bmdscan)eron@yahoo.com
Daze:
09/26/10 13:44:42
KeyTmss®
System
COB 6.018
Version: 1.183
Page:
1 of4
Report:
Eng Plot
SPAN
PITCH QTY OHL OHR PLYS
SPACING
WGT/PLY
37-7-1
5.001/12 1
1-7-5 0-M 1
48 in
294.8lbs
r 1-7-5 2-6-3
- —�-
4-2-11 4-2-11
4.2-11 1-11-6 51-12 5-1-12 —
--
5-1-12
5-0-0
1
2-63---+—
0-8-13
6-5-14 10.11-6
15-2-3 1]-0 9 22-2-5 2]J-1
7-10-0
32.5.13
3]-7-1
7-10-1
10
6 7 8
9
5
S
4
5rl-2-
3
Z5
2
1
21
e18
1
4:)
4
IS
4
19
17 16 15 14 13
12fi
20
11
0 0-0
0 0-0
2-6-3
4-2-11 4-2-11
4-2-11 51-12 5.1-12
5-1-12
54-0
2-6-3
6-6d4 10-11-8
4110�6
15-2-3 1]-0-9 22-2-5 27-0-1
32-5-13
37-7A
inr. s9E�iwr41<r
mw.amindo¢. "F.tileren'iMicuo
lk n.nkrd'olBsos wsn Fu�Empti 1n�veenldrk Em�alie irt5o1n 1k krdr
1<nn�Lala.re .mimpmWITEcnnwm n, w.
dnw1,rcM.Js,,uivi
iIala—taRl. ngSred RCRrwGcrtN Nau fa lmJcrclon5cvim Allowtic skv Rrfsslearin dcWalW pc1k 1936A61 SRci6alim fa CddFand Slsl Dsipr Mnianin tssl<�EreRri�a 9'16"�dn Nuihuin fmtvereQ#mupnat 9'16'mnfrt<aHnkdd
sal mvn 4
CSI
Deflection L/
(10c)
Allowed
W 09260-7)
TLa16in L/9A
(Ia15)
LIM
BE : n5'65(N-IN
IL B.Min L/AA
(mm
LIND
Wax (),M( 13)
CM/OH'ILnI5in UP 2LIM
21
B-/D
TC Cvfimnely Br,
Cad I ON Il(101 in m/m
I
m/A
BC Fain SRnin,, 48 in
H.M (104 in
21
Reactions
Summary
OF LC BC
B Witl R—ion
IT BC M R. 10ma—u in MUMWFRSU i0 M.C&CUmfift
Mm.0 iR
Maa Nuiz
19 Nn(WL) 1 1
35in mil
19 1 1,74111E 9 Ila AX511a
4.Il 11.
3.63BIk
16 H RcH ML) 1 1
3.5 in I.wRe
16 1 271616s -2529Ih 41481a
ANSI1
11 H RdI OIIL) 1 1
35in 91711,;
II 1 I,809Ik -LBEIa QSS/Ik
$557I1,;
'
19 Pin(WL1 2 1
]sin 1,7MI1
16 H Ron ME) 2 1
3.5in 271611%
11 HRRML) 2 1
35in LB]911E
19 PinML) 3 1
35in mia
19 Pin(WL) 3 1
35in 1311kH
16 HSIR ME) 3 1
35in I.A91h.
11 HRat ME) 3 1
35in Mika
19 Pin ML) 4 1
35in 1,31111E
N Pin ML) 4 1
35in Im la
16 HRNI ML) 4 1
35in 2301hr
II HRan MQ 4 1
35in I.m Id
Page 325 of 570
I
ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN PREGRAL PART OF TIES COMPONENT DESIGN DOCUI .. NOTE THATTHE
Cameron Engineering
PROFFSSIONALQJGWFE(S SFALINDICATES ONLYTHATTHETRUSS ASSEMBLY SHOWN ONTHIS SHF£Ih6£IS THEMWO.mM APPLICABI£DMIGN CRHFNA FOR
17OBO5JCmeCaN
THELDABS. LOADING CONEMONS. MOSS A@IHBFR CONFIGURAMONS. AND SPANS LDOED ONTIRS SHEET.L
CO Ran
Cameron Engineering
Truss: T22
..:.r,�:..:r,<``�'
Phone: 303 800 6750
lobNalne: SORG
KeyBuild®System
Bradscameron@yahoo.com
Date: 09/26/10 13:44:43
Ke}Tmss®
System Cce 6.018
Version: 1.183
Page: 3 of4
Report: Eng Plot
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY
37-7-1 5.001 /12 1 1-7-5 0-m 1 48 in 294.8lbs
19 Pin(WL) 8 1 15 in
16 HR";(WL) 8 1 15 in
11 HRd (WQ 8 1 15 in
Loads Summary
Load Case Lrl: Std Live Load
DishibuledL ds
160 He
411911a
-2551IM
Page 327 of 570
AIL GENERAL NOMEOFTHIS DRAWNG PACMGE SHALL BE CONSIDERED AS AN WIIiiRAL PART OF MIS COMPONENT DESIGN DOCUM .NOTE THATTHE I (anplpn Engineering
IO PROFESSNAL FNG]NEiRS I= WDICAT ONLY THAT9EEMUSS ASSEhIDLY SHOWN ON THIS SHEET NUHRS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR lm�c.
THE LOADS, LOADING CONDEBONS. TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. Lv .CO HEnI
W -!
Cameron Engineering
Truss:
T22
..R1w� -
Phone: 303 800 6750
]obName:
SURG
KeyBuild®System
Bradscameron@yahoo.com
Daze:
09/26/10 13:44:43
KeY Twssg
System
Cee6.018
Version: 1.183
Pepe:
O
Report:
Engng Plot
SPAN PITCH
QTY OHL ORR
PLYS SPACING
WGT/PLY
37-7-1 5.001/12
1 1-7-5 0-0-0
1 48 in
294.8 BE;
Load Case DI: Std Dead Load
Distributed leads
Wink- IsnimI Imlim2
Dirslim
Seen
a. izaa
EnlMd
Tnhwiah
TT Cm
Dom
Rate
10 Rf
Min
Da C.
Dnm
Ran
21
10pf
Io1.f
Min
Automated Load Case WI: MWFRS-Left(Up)
Distributed Loads
Rah sUo, 200L Ict 48in
Ran 5167pf ,67pf Min
Ralm 51.671e! 51.67 Pf Bin
Ran 2fl 18 p:f 2519 fxf 4 in
Automated Load Case W2: M WFRS.Right(UP)
Distributed I.&
IW uW 17LH
NUp
ante
n.W,f
31.J9Icf
Min
TT 141A P-7-1
NUP
Ran
5L67tnf
51.67prf
Bin
Tap 1749 191-1
NUp
Rnw
51.67paf
51,67 par
Bin
Automated Load Case W3: MWFRS-(Max Dn)
Distributed Loads
Mni- I iml Iaalim2
Dimtim
Sretl
a. lmd
Find Lne
Tnb Wihh
TT 17-5 Do0
NUp
R.
D.Apf
V..59'r
air
Tap Ban 17451
NUp
'Sun
2021sf
IM,f
Bin
Automated Load Case W4: C&C(Suction)
Dislnbutedlmds
lay nW 6.11-II NUp RAx I7.75p:f 117.75fcf Bin
Try 611-11 85A NUp Ran 7154par 74%,af Bin
TW BS9 Ims) NUp Rik 117.75pf 117.75,f Bin
TT 1749 M 3 NUp Ran (AMpf 014pa Bin
Tap ]b-0.i 33-7-1 NUP RHe 6914pf 0.14nf Bin
Ba Ban 2<7 NUp Rake A@p:f RC,r min
1) This truss has been designed in accordance with ASCE7-05,145 inph, Exposure C. The building is Gable/Hip with Building Category IV (I=
1.15),Mm Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end
vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This BUSS is an End Zone Truss. This truss is not in a
Hurd me Prone Region.
Load Combinations
TaNe inlnna: Herber U. mu est. muavNf . Lw.amn. lace ifdffc m fmnlme oval final
]Cal
211
1-2
2-3
0@6
am
aw
MIN -
-2991 IN
$15In,
(a IN)
3-0
45
56
aw
am
am
(81 IN
-7121In
_50916:
67
]8
b9
R313
am
am
SKId
66131d
I,Allln,
(AS51%)
(-flat ld)
h1,J5I lh:
410
am
I'm]IN
(Moral
BCM
N112
am
01d
M5
aw
.LnB N
17-16
am
-24a IN
Ibl3
am
4.351 IN
Min
am
-mill
Ib19
QAI
alit IN
1314
a510
-1.931 IN
HIP
RED
-L5BItr.
14L1
am
0 N
1-D
nib
.I91d
ISN
d
IUral
(-Llm)
4DIF
41J
(ITS
-LAn
4
ft 19
12Id
(4NIh)
*17
0491
-U
]-IS
a75
;2pI.
R
0.AWed
2ld
)
2199
0'
4d
24131N
7-4
aM
62
a813
-270IS
b
0.
4AId
516
RN
4Wa
(-23I3dg14
5
affi
2UIh
0(-L.7S8N5IN)
a�L
M In
IJII IdI
115
am
-22191d
8-13
am
i
(-3m1d1
GUSSET' PLATES
Additional Notes:
The and ofevery chord segment shall he braced laterally perpendicular to the plane of the truss: Lateral braces shall be installed within 6" ofthe end ofesch chord segment.
Page 328 of 570
IIALL GFNFRAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL FAST OF THIS COMPONFN17D61GN D'JCUhIFIJT, NOTE THAT THE I Cmremn Engineering II
PROFESSIONAL ENGINEERS SEAL INDICATES ONLY THATTHE MUSS ASSEMBLY SHOWN ON THIS SHEET MEE1$THE FWR.IUM APFUCABIE DESIGN CRITERIA FOR IMCmeCM
THEWD S. LOADINGCONEMONS. TRUSS MENBER CONFIGURATIONS,ANDSPANS LISTEDONMIS SHEET. Inµnua,COam
O.A.
Cameron Engineering
Truss: T23
rnl:�
Phone: 303 800 6750
3obNsme: SURG
KeyBuild®System
BPadseameron(@yahoo.eoln
Daze: 09/26/10 13:44:44
Keyrmss®
System C. 6.018
Version: 1.183
Page: I of4
Report: Eng Plat
SPAN
PITCH
QTY OHL 0HR PLYS
SPACING WGT/PLY
37-7-1
0/12
1 0-0-0 1-7-5 1
48 in 297.1 Ibs
5-1J
b_ _—�—__—
5-1-12
5-1-12 5-1-12 4-6.6 5-0-0
_ _—------___1.--�
�15.412
5-0-0 2-6J 1-7-5
—y.
S1J
7-10.1
10-3-0
20-6-8 25-0.14 30-0-14
7-10.1
3S0-1A 374-1
0-8-13
1
2 3
4 5
98
p5
6
5�
7 1215
5
8
9
19
a17
516
a15
n14
13
12 1t
18
10
0-0-0
0-0-0
5-1J
5-1-12
5-1-12 5-1-12 4-6-6 5-0-0
S0.0 2-F3
5-0-0
10-3-0
15Al2 20.6-B 25-8-14 30-0-14
1 350-14 37-7-1
Clrtlo inficLe fulemcM inweM. Sgeix irt6m[fagv[rmvt indo�k.'Fa4am'infifales
lh nmhrd#IBSnS (AISp Ga¢r[rs mPurtdat oe crcldlle mrth[ Essbrelie i�dmin lh iamhrdf Ieiaa�aPoiai Wlae mrcaimlYalu a2pJIWNmWe
6awinb v1Yu[ is mpurtd Reftt to Gemrul Ntles frtfiNhrclvnliaim Allwnde sharlvlv5l[icria Wptlaledpnik 19MAISI Blttilirulimly CtldFmml Slal wig. M.tinwnfivlgerspeim vI W16' Irin Minuinfv[umral8e mupnal N16' mn fv nM elm d
stxl mea1N
CSI
Deflection L/
00c) Allowed
W: ae/I(6)
M0.13in L/9A
(34) LnM
BC : Q512BB
ILQQSin L/4A
(341 L/W
Wc6 a929011)
Cm/OHmawin UP =/M
10 7L/90
TC Cmin—ly BrsM
Can/OH LL Ran in L19%
119 M)T
BC PNUn Span,=48 in
Nm TL am in
19
Reactions
Summary
IT T w
BC BrPWid
R.im 1T BC MU Rcn MUGmvU ifl MwM msu ft M:u C&CU ifl NISU ifl MaS Hnriz
18 Pin PAL) I
I 35in
9IL Id IB 1.9DIN-201<IFe -31m IN
-31391h:-3.6llllr
13 HRdI(WL) 1
I 35in
1.5221N 13 3GA IN a461IN-S7521N
s.mld
II HRtl1(WU 1
1 35in
wftn 11 1 11301 IN -Mib1 LlAlh
Aiwj1
18 Pin(WL) 2
1 35in
I.9301N
13 H Rnl(WL) 2
1 35in
3GNIN
11 HRnl ML) 2
1 35in
I.2011N
IB Pin pvq 3
1 351n
9m1N
IB Pln(WU 3
1 35in
-IJIIFs H
13 H Rdl(WL) 3
1 35in
I.tl61N
11 HRtl1(WL) 3
1 15 in
wft
I8 Pin(WL) 4
1 35in
Lwit,
19 Pin(WL) 4
1 35in
-Im INH
13 HRdI ML) 4
1 151.
Z69IN
11 HR,UMLi 4
1 15 in
91316:
Page 329 of 570
AIL GFNFRAI. NOIES OF TIES DRAWING PACKAGE SHALL BE CONSIDERED AS AN 8 RAL PART OF THIS COMPONENT DESIGN DOCU .. NOTE MAT THE
Gnlemn Engineering
PROFE5310NAL ENGWFFRS SE WDICATFS
ONLY THAT ME MUSS ASSEMBLY SHOWN ON THIS SHEET SEEM THE MMB✓UM APPUCABLH DESIGN CRIIFRIA FOR
lm Caec.
THE WADS. WADING CONDITONS. TRUSS JaES BEA CONFIGURATIONS. AND SPANS LISTED ON THIS BROKE
Lu®nnnL CO ddl3
Cameron Engineering
Truss: T23
- - Z
Phone: 303 800 6750
JobName: SURG
KeyHuild®System
BIHd.8C3n1eI0n@Y8}IOO.COm
Date: 09/26/10 13:44:44
KeyTmss®
System Cee 6.018
Version: 1.183
Page: 2of4
Report: Eng Plot
SPAN
PITCH
QTY
OHL OAR PLYS SPACING WGT/PLY
37-7-1
0/12
1
0-M 1.7-5 1
48 in 297.1 lbs
18 Pin IWU
5
1 15in
-1lldH
13 HRdI(WL)
5
1 35in
I'selsi
11 HRdI ML)
5
1 Ism
4171Ia
IB Pin(VL)
6
1 35in
-2nN In,
18 PnML)
6
1 15 in
I.I501MN
13 MRdI(WL)
6
1 15in
-;d6f14
11 HRdI (W0
6
1 15 in
-VSlb
18 Pin(WL)
7
1 15 in
-1.56 &
IB Pin(WL)
7
1 15 in
iQ51�H
13 HRd11WL)
7
1 15 in
-1.8891M
II HRd] ML)
7
1 3.5 in
-mitt
Page 330 of 570
ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSEDEAED AS AN PIEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. TH NOTE ATTHE
Cameron Engineering
PROFESSIONAL ENGINEERS SE4L
LYDICAM ONLY ' TMRE MUSS
ASSEMBLY SHOWN ON MR EMERY MEEISME NUNNUM AFPIICABIE DESIGN CRRERV MR
lm��
ME MADE. LOADWG CONDmONS. MUSS JoEI BFR CONFIGURATIONS. AND SPANS USTED ON THIS SHEET.
lupmu4. CO RaSH
Cameron Engineering
Truss:
T23
L
`..
Phone: 303 800 6750
JobNa111e:
SURG
n,r....r
KeyKeyTr System
Bradscalneron@yahoo.com
Daze:
IO 13:44:44
KeyTmss®
System
Gee 6.
Cce 6.018
Version: 1.183
Page:
3 of4
Report:
Eng Plot
SPAN
PITCH
QTY OHL OHR
PLYS
SPACING
WGT/PLY
37-7-1
0/12
1 0-" 1-7-5
1
48in
297.1 lbs
IS An(WL)
8 1 15 in
1633 An
1
13 HRdI (WL)
8 I 3.S in
-!% IN
11 HRdI(WL)
8 15 is
-0,ININ
Member
Material
CSI Bracing
Max P
TIC.I-5
7apCldf,19'-"�"(m5.1&,-jf.(mbij
e�l6xsw wH
Asm sl'.wea
A8)1 3(wlal
zm IN
-22N.nsi
B4 CM 1618
61SHE-540DW)
(1512 Si
W.:61J8
raoSlR:Sq yW61}
n7x. Gd mi�'—izrz
-------
We, 1-i7
R2516Md(0kl)
am Ondo—(0(3.5511%)
3551165
W6216
a.=UnNnni
361<tb:�
Web D16
6JL13162 (m wH
0061R,i8013W
n'#5 UnM1mai
-1:614,
WWietib;,:5:r164 "-3�651W
Ihn
WN15
362SIGMW
2(D UM.m1
W631s
]M-2303n
AES'i
Qnh
WebLid
3(J51L0Wl
ARU
1.MIN
<93tl
R,BInU=
6rIE
Web&1d
19191N
W<esl?^"—`34091623at3ujo'u'_"-
_ anr�",,,_ UISm�d
�$44
Wib7-I-li
Rash-ntni i)
BG50 U�
Tvan.
Web LI2"—'�°�'-'-363tO.$f'.(ij
I¢].
Qffi"f'e„u
Web P13
36E 162-It p3 wi)
am UnlneM
I.IW IN
Metal
ROS162-33;(336:d
— - Q9��Vlihoi'M"".��"am
IN-=
Web311
?6EIaAl(3i wi)
171113 Untruretl
2®Ib.
Well?Ja
36751m,i1 �161)
u018 =4 -
ai Tb�
Loads Summary
Load Case Lrl: Std Live Load
DiaibaRA Loads
I,N c _„mI
ILrnam2
Direction So Sn.I,NS EMlmd
TdbWi
Page
331 of 570
Tep Cm
Wn* M mpl ai
qi.
B. C.
Dom Py U'r Bar
48in
ALL GENERAL NOTES OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INIFLRAL PART OF THIS COMPONENT DESIGN DOCUM .. NOTE THAT THE
Camearn Engineering
PROFFSSIONALENGWE➢t'S SFALINDICATPS ONLYTHAT7HETRU5S
ASSEMBLY SHOWN ON MIS SHFEEMFEISTHENUNMIA AYFUCABUDESIGN
CRITERIA FOR
IM Cve Con
THE LOADS, LOADING CONDIDONS. TRUSS M ER CONFIGURATIONS, AND SPANS NSIFD ON THIS SHEET.
I�q�u�C0 Syp6
Cameron Engineering
Truss: T23
AM*
Phone: 303 800 6750
JobN=: SURG
KeyBuila®system
Bradscwmron@yahoo.Com
Daze: 09/26/10 13:44:44
KeyTmssO
system: CPe 6.019
Version: 1.183
Page: 4of4Report:
Eng Plot
SPAN
PITCH
QTY
OHL
OHR
PLYS
SPACING WGT/PLY
37-7-1
0/12
1
04-0
1-7-5
1
48 in 297.1 Ibs
Load Case DI: Std Dead Load
DimiWred loads
Mutt I iml
I 6.2
Dimim spnatl
Sew true
Erd
Tnb Widb
TT C.
Da Rate
IOgf
I0"
4b In
B. Cm
W,m Rnh
IBpf
Inp:f
QIn
Automated Load Case WI: MWFRSLeO(Up)
Dimlbuded leads
McrBr I®iml
I im2
Dimfim Spea1
Sw true
Ead led
Tib Widb
TV DDO
1860
NUp Rote
51.67Rf
51.67Rf
68In
Top 1860
x168
Ro
NUp h
SI.Wpf
51.67pf
ain
TT 968
37.7.1
NUp Rde
31.69pf
A.dlpf
®in
TT 37-il
Yam
NUp Roh
Il96pf
3296pf
48in
Automated Iliad Case W2: M WFRS-Right(Up)
Dismburcd loads
Meniv l am
I im2
Dimaim Sued
a'.lm6
Fit true
Tnb Widb
TV 2UU
2068
NUp RW
51.67Nf
51.671(
ain
TT OW
248
NUp Rah
51.67 pn
51.0pr
48N
Tp 2168
37-7-1
NUp Rate
2A02 pf
Rmpf
48in
TT 37-7-1
AM
NUp Rnh
51 8pf
51.58'r
48in
Bed 31210
P-7-1
NUp Rah
29.I8pt
2a18pf
Q0 n
Automated Load Case W3: MWFRS-(Max Dn)
DimllxMd loads
lu� L iml
I Iim2
Di.im Sp=i
Sw trued
FN I, -I
Tnb WiM
Try 20.68
JF'hl
NUp RWe
2n21[f
202Rf
49 in
TT P-7-1
39,26
NUp Ro
29..Wp:f
A.59pf
Automata Load Case W4: C&C(Suction)
Distributed loads
Madn lecaiml
laalim2
Dirt<lim Spcal
Sw LW
FN lmt
Tib WiM
TT eW
9310
NUp IUdN
W.N'r
K14pf.
am
Tp 9310
2168
NUp RN,
W.14pf
6).14pf
mi.
TT 2O68
SIE
NUp Rah
117.75 Rf
117.75pf
a
Try b141
3D,76
HUE RsN
7451pf
RMpf
ain
TT 3G76
37-7.1
NUp Rah
H7.75pf
117.75pf
4m
UT A-7-1
3%26
NUp Rah
HA75pf
140.75pf
mi.
Bu 35,1I0
37-7.1
NUp Rah
A42pf
5142pf
48in
1) This truss has been designed in accordance with
ASCE7-05,145 mph, Exposure C The building is GabldHip with Building
Category IV (I=
1.15), Mean Roof Height 37 it, Overall Building Dimensions of 93 a x 102
ft. Enclosure Class: Enclosed, CC Zone Width 9.30 fl. The left end
vertical has not been exposed to wind. The right end
vertical has not been exposed to wind. This truss is an End Zone Toast. This truss is not in a
Hurricane Prune Region.
Load Combinations
s tmacmm
F<nm
I DI
1.®
C2`D1::Ul
000""-1
3 DL.W3
I.
C4=13Ij MISWIsa75al
T.W1 -
5 D1.n]5W3
LOD
C6 DI =W1
1
7 6D1. w2
7 Q
Lcm01)
.
Member Farces Summary raN< baenp: MNdam.em.cal. em.wd fop, I. �.. J. Refs. fi-. mO R-)
GUSSETPLATES
Additional Notes:
Theend of every chord segment shall
be braced laterally perpendicularto the planeof the mass. Lateral braces shall be installed within 6" oftheend of each chord segment.
Indicates lateral bracing requited peryrndimlarto
theplane ofthetruss. A single symbol of this type indicates amid -point. Two symbols of this type
indicatebmces at the third points.The numberin
parenthesis is the largest currpressivefmceon theweb.
Page 332 of 570
ALLGFNFRALN01£SOFMSDRAWPGPACRAGESHALLBECONSWERFDAS AN INUMRALPARTOFT COMPONFM'DFSIGNDOCUhffNf. NOTEDMTTHE
Ganpron Engineering
PROFFSSIONA EF CHNEEFSSELL ND[CATES
ONLYTHATTHBTRUSS ASSEMBLY SHOWN ON THIS SHEETh1Fp ME MLYIMUM APPUCABUD61GN CRDFAN FOR
1]U c.
TIEWA S.MA NGCONDR)ONSTRUSSMEMBERCOMOMATONS,ANDSPANSWMONTMSSE ..
Lapnimt, CO sam,
TCh1
I-x
23
3-0
a5x1
a25B
a2K
I.'ABIh
26DId
2®21h.
(-LOIS Ihd
(-19A Id)
(-I,4ID Itr.)
45
56
6]
n]62
a5W
n](1
zW31bv
L®91d
1411k
(-R51b1
(AAId)
7'8
B9
919
a3ID
0.MS
n4M
-22DId
811h:
Ik.)
BCN
ILLII
n121
Olb
IYU
n25
I,tlDlh
Nlla'1
ILIS
a3R
I.4M IFe
(bA IM)
I61]
n4N
1,9JS Ik.
(-Zn l6:)
11-12
a512
2]Dlh
(-Allh
1114
a3M15
2616iM
PP41M1
ISIb
0.1�
1_ABIh:
47U I6:
1)-18
a551
A6ll led
(Old)
Wed
LIB
0.]t5
iZRld
0.3fl
-Z)I ltr.
613
n]31
0.Bif led
(-2AS Id)
911
LL]I]
26'ID lk
(aDld)
1-I]
0.fli1
3.SSIId
LIS
a165
@Need
LIW Ih.)
]-13
nA50
1.3AIld
(ND IM)
A10
0.010
Al led
1-D
0.8b
34141k
(-1.'2116.)
414
DTA
1.4AId
(-1,3U Id)
]�12
Offi
B461d
(<91d)
Y16
a]46
d,9121d
S14
0.ID1
6111b
1-IBl IN)
B12
nWl
-LIW Itr.
316
0.539
1.6I41d
ISsS Id)
614
aW
�1,9191d
ell
0.9A
279111d
Cameron Engineering
Truss:
T24
_ emI.
Phone: 303 800 6750
IobName:
SURG
KeyBuild®System
Brad5Canlemn(Lbyahoo.cOm
Date:
09/26/10 13:44:45
KeyTnlss®
System
Cee6.018
Version: 1.183
Page:
1 of4
Report:
Eng Plot
SPAN
PITCH QTY
OHL OHR PLYS
SPACING
WGT/PLY
37-7-1
5.001/12 1
1-7-5 0-" 1
48 in
301.1 Ibs
1-]-5 2-6-3 4-2-11 4.2-11
F —+
42-11 510-8 5-6-5 5-6-5
5-5-13
2-6-3 �—
_
6-8-14 —� 1041-6 _
15-2-3 —_— 21-0-9 _ ___ i-- _ _--_I-
26.614 32-1-4
3I4-1
0.8-13
B 6 1
9-6-1
9
6 7
8
5
4
5f12
3
2
1
19
a16 n15
5134
17
14 124
11
18
10
0-0-0
0-0-0
2 6-3
4-2-11 4-2d1
4.2-11 5-10-6 5-fi-5 5-65
55.13
2-6-3
6-B-14 10-11-8
15-2-3 ~ 21-0-8 25-fi-14 32-1-0
CialesiNm¢(a<Irm mNin av[d. Spona
lrtfitSef IemaW indoor.'Fmleren'i�rates lM1: nn4rd'NIO SDS(AIS6 LInps rtmartdal ve enl Mlle menhr. B+eM1 vale inEmin lM1: neMaffaslvos
regored WM1a wvenim pale. are eBlMm mOvs
aawi�apse is .9ded Rer IO Gen:r�l Naes fv riWer danrWim alvvaaeFRarla fnalercrie ralculmdler ne 19M A1s1apcirmlim fv eddFm 1swJ Onip. Munvnfaaumrelecirg4 A'I6'rmn Maiwin fwwertremvpnv
Ml6'min to eeM1 elw of
Heel cnv¢lel
CSI
Deflection L
(10c)
Allowed
W: MR("
M013in L/9A
(IL13)
LIM
BC : 0861(1213)
ILUGSin LI99
(12-13)
LIND
Wdx D9A(91D)
Can/OHTLOmin UP 21I999
19
21/90
TC Cmimm'IyB N
Can/CHILD01in 21/M
1
MISO
Bc Min51mim-ain
Hm7L 001in
6
Reactions
Summary
IT TnN DC BC
Th,Wid R.im
3T BC NUR. 6 Gra.0 is a IOAIIE Su is M CaCD in
Ma.0 iD
M.Hw:
17 nn(WL) I 1
3.5in MIN
n 1 I'MIN M916r-1710IN
.1X6 Rn
4,1DIle
14 HRdI(WL) 1 1
15in I.5a IN
14 1 SDit IN -zG2IN AWI
AW IN
10 H Rd ML) 1
15in MIN
10 1 L0J6IN-1.7OIW -2MIN
-273A IN
17 Pin(WL) 2 1
15 in 1,5ffi IN
14 HRoll ML) 2 I
15 in 3.0$IN
IG HFd[ML) 2 1
15 in 1.016IN
17 Pin(WL) 3 I
15 in 4A1IN
17 Pin(WL) 3
15in MINN
14 HRdI(WU 3 1
15in 1,4651N
10 HRdI(WU 3
151 mil,,
17 Pin(WU 4 1
15in UNIba
17 Pin(WL) 4 1
15 in U31INH
14 H Rdl ML) 4 1
15 in ZQDIN
10 H Rd1 ML) 4 1
15 in 64R51W
Page 333 of 570
AIL GENERAL NOTES OF THE DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT' DESIGN DOCt1 ..NOTE TIATTHE
Cameron
Engineering
PROFESSIONALENGIN SSE ENDICATES ONLY? TTHETRUSS ASSEMBLY SHOWN ONTHIS SHFEI'M14ETS THEMWRAUM APPLICiVIEDESIGN CRRERIA FOR
1753( Cdd
'THE LOADS, LOADING CONDLRONS. TRUSS FffMBEIt COWGURATONS. AND SPANS LISTED ON Tf15 SHEET..
Ld nd%. CO Soon
Cameron Engineering
Truss: T24
r����,..S..7.�
_�'
Phone: 303 800 6750
JobName: SURG
F�I:<`
KeyBuild®System
BradsCameron@yahoo.Com
Date 09/26/10 13:44:45
KeyTruss®
System Can 6.018
Vmion: 1.183
Page: 2 of4
Report: Eng Plat
SPAN
PITCH
QTY
OHL OHR PLYS SPACING WGT/PLY
37-7-1
5.001/12
1
1-7-5 0-M 1
48 in 301.1 lbs
17
m(
m
SNft
17 P1u(WL)
5
1 15 in
113lt�H
14 H RdI ML)
5
1 15 M
1,0351tr.
10 HRdIOWL)
5
1 15 in
wt
17 Pln(WU
6
1 315 in
b ld
17 PinML)
6
1 15 in
91516:H
14 HRdIM
6
1 1.5M
-1.8H IM
10 HRd10YL)
6
1 ]Sin
-1,65511n
17 Pin(WU
7
1 15 in
5351d
D PinmL)
7
1 3.5 in
1.4E lwH
14 HRdI(WU
7
1 15M
-16tt16:
10 HRd ML)
7
1 3.5in
47171Ia
Page 334 of 570
ALL GENERAL NOTES OF MIS DRAWWG PACKAGE SHAIL BECONSWEtED AS AN INIEORAL PART OF' [S COhBONENT DESIGNOOCUMFNF. NOTE THAT THE
Chnelon Engineering
PROFESSIONALF OWF➢fS SEAL INDICATES ONLY THAT7nEMUSS ASSEMBLY SHOWN ON THIS SHEET MF£IS 7HEM WUM APP11CABU DESIGN CRU13t" FOR
lmM�
ME IDAD.S. IDADWG CONDMOPRi. MUSS h ER CONFIGURATIONS. AND SPANS LLSTED ON THIS SHEET.
Lm .CO anin
Cameron Engineering
Truss: 124
Phone: 303 800 6750
3obNane: SORG
F.YRSyst
KeyBuild®System
Bradsrameron@yahoo.com
Daze: 09/26/10 13:44:45
KeyTmss®
System Cce 6.018
Version: 1.183
Page: 3 Df4
Repot: Eng Plot
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY
37-7-1 5.001/12 1 1-7-5 0-" 1 48 in 301.1 His
Pin(WL) 8 1 15 in E,130IMH
H RdI RL) 8 I 15 in 4w 1W
H RdI WQ 8 1 15 in
Loads Sununaq
Load CaseLrl: Std Live Load
DiMbutod loads
me tsar.I Imtm2 Direct!. SmVi St. Imtl Ed lmd Tnb Widb
TT Cm Dam m M,Io MIWf a8 to
B. Cm Dam NO BF:f Opt 181n
Page 335 of 570
ALL GQJIXN. NOME OF ME DRAWING PACKAGE SHALL BE CONSIDERED AS AN INIECRAL PART OF ME COMPONENT DESIGN DOCUMINF. NOM T1ATTHE
PROFFESIONAL EMINE➢25 SEAT. WDICAT60NLY THATTHE MUSS ASSEUBLY SHOWN ON THIS SHIM MEETS ME M UM AFFUCABIE DESIGN CMMRIA FOR
THE LOADS. LOADING COMMONS, TRUSS MEA1BEll CONFIGURKHONS, AND SPANS LISTED ON THE SHEEP.
Cameron Engineering
D53 Cve Cron
Imnm. COS
Cameron Engineering
Truss: T24
.•.'...
Phone: 303 800 6750
3obName: SURG
nyste
KeyBuild®System
Bradscameron@yah00.COm
Date: 09/26/10 I3:44:45
KeyTmss®
System Care 6.018
Version: 1.183
Page. 4of4
Report: Eng Plot
SPAN PITCH
QTY OHL
OHR
PLYS
SPACING WGT/PLY
37-7-1 5.001/12
1 1-7-5
0-M
1
48 in 301.1 Its
Load Case D1: Std Dead Load
Distributed Inds
M,ribir Isn,iml Leuim2
Diiectim
S'u son Lmtl
FNlmi
hit Wihb
Ttq C.
W,m
Hair IOp'.f
IV pi
Min
Bu Cm
Daw
RLLe IOpf
IOref
a..
Automated Load Case Wit: MWFRS-Left(Up)
Distributed lords
Menhr Imliml Immim2
Dirtpim
gaped SIM IUN
Etl lmtl
Tdb Widh
TT -1.7-5 DUO
NUp
Ralx 51.58p:f
51.WRf
MinTap
OUO 2149
NUp
Rak R02pf
MU2 pl
Win
Tap 2149 A-0.1
NUp
Rats 5L67pf
51.67 pef
Win
B. 000 2L7
NUp
Rah 2118p;f
Mister
Min
Automated Load Case W2: M WFRS-Right(Up)
D oribuiedloads
Marhr Im im l Im,i e 2
Di¢nim
sin W Son Lvtl
Etl Wtl
Tdb Witlib
TV -1-]-5 BOO
NUp
Rake 21.%'f
T1.95Rf
48in
To, pan) 21D9
NUP
Rnke 3).(91rf
Xs0p:f
Min
IT 214,9 3]-]-1
NUp
Rake 51.0,E
51.67p:f
Min
Automated Load Case W3: M WFRS-(Man Dn)
Dismbund Leads
M<Mer L kanI Lrcvim2
E.im
Speatl Si. LaneEns]Ina
'llib Widb
TT -L7-5 00U
NUP
Rae N..N'r
AN'r
Min
T% 000 2149
NUP
Bass,202p:f
Moe
Min
Automated Load Case W4: C&C(Sudion)
Destrilwledlords
M<Msr Lc<lim1 I im2
Dirslim
S ,si SonlmE
End Lanni
Tdb Widb
TT -1.7-5 000
NUp
Rake IM.75Ief
IM.751sf
Min
TT BAD &H-11
NUp
Ril 11].75p:f
117.75,f
Min
TT 611-11 12-9
NUp
Rik 7451pf
]IM pf
Win
Tay 12" 2149
NUp
Rv 117,75pf
11275p'.t.
Min
TT 2149 3 3
NUp
Rake W..14pf
(914pf
aim
TT 3343 31-7-1
NUp
Rake W14p:f
&Ilpf
Win
B. UDO 2-07
NUp
RatioA42pf
A42pf
Min
l) This bass has been designed in accordance with ASCE7 -05, 145 mph, Exposure C. The building is Gable/Hip with Building
Category IV p=
1.15), Mean Roof Height 37 ft, Overall Building Dimensions
of 93 ft x 102 ft, Enclosure pass: Enclosed, CC Zone Width 9.30 ft. The left end
vertical has not been exposed to wind. The right end
vertical has not been exposed to wind. This bass is an End Zone Truss. This bass is not in a
Hurricane Prone Region.
Load Combinations
Y I CmSo
Fanv
1 DI
tln
C2�_DI_
DI rW)
LOOD
[=4_f U.'j5Ii1
0.75�__D1dHW3W)
5 DI.
Lou
'
] 0.6DIa W2
LEE,
CB''0.6D1 i Wd
I OOp"""""T
Member Forces Summary rm4<1w<m«:Mmerm.,m.cal..lmndmrp<a.(pa.<ms..rauarte=nr�n.m.a�al�m1
GUSSET
PLATES
Additional Notes:
The end ofevery chord segment shall bebraced laterally perpendicularto
the plane of thetmss. Lateral braces shall be installed within 6" oftheend ofeach chord segment.
19 Indicates lateral bracing required perpendicular to the plane ofthe tass. A single symbol of this type indicates a mid -point
Two symbols of this type
indicate braces at the thins points, The number in
parenthesis is the largest compressive forte on
the web.
Page 336 of 570
ALL GFNFAAL NOIFS OF THIS DRAWING PACKAGE SI BE COMMERCE AS AN INTEGRAL PART OF TWS COMPoNEIT DESIGN DOCUA6T7. NOTE THAT THE
Cameron Engineering
PROF6SIONALFNGINEE255EA`INDICAT60NLYTHATTHETRUSS
ASSEMBLY SHOWN ONTH65HEEf hffE1S THEMWU.NM APPIJCABtEDFSIGN CROVERIA MR-
1'1S1Cme Cam
THEMADS. IDADWG COMMONS. MUSS MEMBER CONFIGURATIONS, AND SPANS LL41FD ON THIS SHEET,
Lrypme, CO mbn
TCIa
141
I-2
b3
aTfi
Q6`b
QRS
811h
-267611x
-'1811Fe
(alha)
J4
as
56
aTLS
0.884
Q545
-LOAIte
-I,BA Ih
I,IX611n
(&alh:l
6]
btl
89
a315
0.325
0.61a
L4911Fe
1.7(91LL
I,R91Fe
(b451hc1
(-9Ia 161
-]Qllh.l
'
BCN
IOII
U213
Ulb
12-I1
UPI
-I,HN Ih:
1415
UM2
-1.1191b
Ibl]
LL356
AIS Ik
II-Q
0.8l1
-I,RBIIa
I11a
a319
-2tllls
IS16
a5E1
-2m51Fe
I]d8
aQ6
016-.
W<p
1-Itl
UIZi
-Zbltr.
115
UaM
1.31a IT613
0.a)b
1.2Nllb
l3311R1
Y11
LLMI
ZEal lh:
1-D
0.PA4
3111Ib
IOW ILL)
LIS
aSfN
-9151h:
]-13
a71]
]BI IFe
(-]1]Ile')
41U
U918
283116. (-1,6101h.)
bl]
0.841
25R ILL
'(-1,981p)
LI4
0.5W
L6W 16:
(d9dld)
]-12
0.3m
BRILL
IL616s)
2-16
U.]S5
-LM51b
Sla
Q"M
S,SW ILL
(-23]I ILL)
6R
0.6Q
-I,IE Ib.
316
O.LS
fS11Fe
(-21U It)
SU
a&0
-20A1h:
&11
a081
2US Id
(-I,%I IF<)
Caineron Engineering
Truss:
T25
- $
Phone: 303 800 6750
JobName:
suRc
Keyeuild®system
Bradscameron@yahoo.com
Daze:
09/26/10 13:44:46
KeyTmssO
System
Cee 6.018
Version: 1.183
Page:
I of4
Report:
Eng Plot
SPAN
PITCH
QTY
OHL OHR PLYS
SPACING
WGT/PLY
37-7-1
0/12
1
0-04), 1-7-5 1
48 in
355.21bs
SS-13 --
6-66 --1—
'~
6-6-5 4-3-3 _ 4-3-3 5-0-0
�- — t
_ 5-0-0 _
2-6.3 145
1
9-6-1
11-0-3
16-6-8 20.9-11� 25.0-14 30.0-14
9-6-1
35.0.14
37-7-1
0-8-13
2
3
4
5
6
15
7
8
19
417
2A
Wilk,)
16
15 14 13n 12n
11
18
10
0.0.0
0-0-0
5-5-13
5--'a
54i5 4-3-3 4-3-3 5-0-0
5-0-0.
2-6-3
5-5-13
11-0-3
16-6-R 28 11 25-fY14 36614
35-0-14
37-0-1
Cidl l..dn+ Sg ird.fims—. irdv
-F.,. idl., Oenmtrrd910SD5 (AISII lancets nand. oe WefO rtndv. F vd.idii.. ffi, rdlnn—rt dv WFoe—,impav-a u WlMmmOds
dnwi�apale it regorei Referloai-HNaofdfwhrdwificatim Allwuble rlvrlvinaureris cnlalniallerlh 19J6ALSI SIttifnuimly CddFmre151al Doigi Md2EnfalemrsPri�gw 9'16'min Maintein fa lcnrcdg nagnu #16'Irvn fancM1skel of
nclmin d
CSI
Deflection U
(IoC)
Allowed
TC: OfiN@A)
Marlin L/9A
04)
L/2C0
Be'.,: 0615(ra
W 005 in L/M
fN)
L/"
Wit, a%SS.IU
Cm4 I OH T: 005 in UP 2L/9T9
10
H.I90
1C Ca0i=y Br
Cm/OHI (IN in 2L/90
9
2LI90
Be Palin Sf i' 46in
H.T am in
19
Reactions
Summary
3T fC
Be Bi,Wid
R—im
3T BC M.R. Kd G—U i0 M WFRSU iR Mw C&CU i0
Urla
M HMz
IB Pin MIA 1
1 3.5m
mtI
18 1 1,9IlIk -Z056 Rn.-3.5131Fe
d,52f I�
Ajmlbk.
13 HRdI ML) 1
1 35 in
L4 Ib
13 1 28951tr C.14016r-5.4n]1
E.47211
II HRd[ (WU 1
1 15 in
b8116;
11 1 1,410 ft -SDIv AOH11x
AOH Ib
18 Pin MI.) 2
1 I5in
1.977Ib
U ItR"ML) 2
1 3.5 in
2RAft
11 HRan BYL) 2
1 15 in
L4101F<
IB Pin(Wy 3
1 35 in
"Ift
18 Pin(WL) 3
1 15in
-19 Him H
n HEst ML) 3
1 15 in
1,4151n
11 HEnt ML) 3
1 15 in
mi%
-
IB Pin 0Y1d 4
1 15 in
1,7201bi
IB Pin WQ 4
1 15 in
-113lb. H
13 HRdi ONO 4
1 35in
] Ip
11 HRon (WL) 4
1 35 in
I'M Id
Page 337
of 570
AIL GENERAL NOTES OF THIS DRAWING
PACKAGE SHALL BE CONSIDERED AS AN INIFDRAL PART OF THIS CO.NTONFHT DESIGN DOCUMENT. NOTE THATTHE
Cameron Engineering
PROFESSIONALEM[NEEt'S SEAL INDICATES
ONLYIHATE'TRUSS ASSEMBLY SHOWN ONTHLS SHF£fMFE1S THE MONFOR 4UM APPLICABLE DFSIONCRIIFRIA
'M
1753C Cam
THE LOADS, LOADING COMMONS, TRUSS M BER CONFIGURATIONS, AND SPANS IISIFD ON THIS SHEEP,
wenW. CO anso
;-
Cameron Engineering
Truss: T25
Phone: 303 800 6750
JobName: SURG
KeyBuild®System
BradsDameron@yahoo.com
Daze: 09/26/10 13:44:47
KeyTmssg
System Cm 6.018
Version: 1.183
Page: 2 of4
Report: Eng Plot
SPAN
PITCH
QTY
OHL OHR PLYS SPACING WGT/PLY
37-7-1
0/12
1
0-0-0 1-7-5 1
48 in 355.2lbs
IB Pin (VL)
5
1 35in
-113HmH
U HR":(WL)
5
ism
NAP Rn
11 HRn"(WL)
5
I ISM
4 IN
18 Pin OVL)
6
1 15in
—21Yb I%
18 Pin HVL)
6
1 i5in
�I,,Rllem
U HRdI(WL)
6
I i.5in
-216]I%
11 HRdI(WL)
6
I 351n
-NN to
18 PinIDOL)
7
1 35in
-1,916t
18 Pin (WL)
7
1 35in
- I5 H
13 HRdI(WL)
7
I S5in
—13W IIa
11 H=ML)
7
I 15 in
SAItr.
Page 338 of 570
ALL GENERAL NOTES OF THIS DRAWING
PACKAGE SHALL BE CONSIDERED AS AN M RAL PART OF'URS C061PONENT DESIGN DOCUMENT. NOTE THAT THE
Cameron Engineering
PROFESSIONALFNGWEERS SE MDICATES ONLY THATTHE MUSS ASSEMBLY SHOWN
ON THE SFIET £IS THE MNVAUM APPDCABLE DESIGN CRHERIA FOR
G53Coe Cwn
Tiff LOADS, LOADWG CONDMONS. TRUSS 1,ffMBER CONFIGURATIONS, AND SPANS LEM ON ME SHEET.
L�.COS
Cameron Engineering
Truss: T25
- ..:..I�n - t.
Phone: 303 800 6750
JobName: SORG
KeyBuild®System
Bradscamemn@yahw.eom
Daze: 09/26/10 13:44:47
KeyTmss®
System One 6.018
Version: 1.183
Page: 3 of4
Report: Eng Plot
SPAN PUCH QTY OHL OHR PLYS SPACING WGT/PLY
37-7-1 0/12 1 0-m 1-7.5 1 48 in 355.2 HE
IB Pin MU 8 1 35 in 4..On IN
13 HRHI(WU 8 1 J.S in-S4RIbs
11 HRdI mu 8 1 ]sin Aw lk
Loads Summary
Load Case Lrl: Std Live Load
DistriMncd Loeds
Mmb Isaliml Lvlim't DimYim S,.d Slut lmd Etlfretl ub Widh
TT C. D— Pmj W,f IDR.f Rin
B. Cm Dave Ry Otef Op:f 43in
Page 339 of 570
II TMF
PIHEIAB) O I EN(RNU3RS 0 IXDK MSOSS N YUNOFTHE FTHETRUSFR SNSSEA BLY SHONS JS'ION ID ONE SHF Fn£IS APPUCABLE CRdFIFNA FOR Cannevann Ecolaem ng II
me Con
Cameron Engineering
Truss: T25
°
Phone: 303 800 6750
lobName: Stmc
mr�Rl��.
KeyBuild®System
Bradscanteron@yaho0.com
Date: 09/26/10 13:44:47
System Gee 6.018
KeyTmss®
Page: 4 of4
Version: 1.183
Report: Erg Plot
SPAN PIWH
QTY OHL
OHR
PLYS
SPACING WGT/PLY
37-7-1 0/12
1 0-0-0
1-7-5
1
48 in 355.2lbs
Load Case DI: Still Dead Load
D:mianedlnads
MCRhr Imdiml 1®lim2
Direnim
S wt Sd.lml
TW trod
Tdbwidh
TN Cm
V,,-
Rine :a If
IURf
all.
B. Cm
N.m
RLLt Ia If
IOpf
48in
Automated Load lase W l: MWFRS-Left(lJp)
DTmW edlmds
N—fs, lo'ariml 1a-sim2
Direclim
Spin Sdw WW
EU lmtl
Tib WiAb
UT 0011 1668
NUp
flJ 526Ilcf
51.67Rf
air
Rp 1668 37-7-1
NUp
RNe R.mp:f
R..N p4
Qin
Try P-7-1 N26
NUp
ltl vM,if
n.%,r
min
Automated Load Case W2: MWFRS-Right(Up)
DLmiMucd amds
McMer 1—iiimI Imdim2
Direclim
Spin Sdm lain
EA latl
mbWidh
Tp Gulf 1668
NUp
fiJ 5la715f
51.6]p.'f
a..
TT 1668 37-7-1
NUP
R. NO2p:f
NU2If
a..
Tap na-1 H]6
NUp
RaM 51.58pf
51.58yf
Win
Bn SSb10 3F]-1
NUp
R. DIBpf
H181sf
air
Automated Load Case W3: MWFRS-(Max Dal
Disdained loads
M, lxajiiml Erndim2
Dir dkn
Speal SI.N"
Fidlmd
nib Widh
rip 1668 3F]-1
NUp
RUM 2U2p:f
2myf
a..
Ttp N-7-1 M26
NUp
Rile NN,f
D59,f
48in
Automated Load Case W4: C&C(Suction)
Duart,ned loads
M<Mer L iml Imdim2
Direclim
Spe:W a."
Fil trod
Tdb Widh
Rp 00) 4110
NUp
RUM W,14p:f
Ml4fcf
air
Try 3110 1668
NUp
Ra 0T14pf
0.14Rf
air
Tap 1668 2SIb
NUp
RUM 117.75pf
117.75pf
Win
TP 2lx 207b
NUp
Rile ]4Xpf
7454 pf
all.
TP ]l]6 3F]-1
NUp
RUM Il].75pf
11].]5pf
Win
Tap 37-7-1 3 M
NUp
Rdc I9.75pf
M751cf
48 in
B. 352-10 377-1
NUp
Rdc 53.42p:f
5142 pf
all.
1) This truss has been designed in accordance with ASCE7-05,145 mph, Exposure C. rebuilding is Gable/Hip with Building
Category IV (I=
1.15),Mean Roof Height 37 ft, Overall Building Diirensions of93 It x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end
vertical has not been exposed ID wind. The right end
vertical has not been exposed to wind. This buss is an End Zone Truss. This loss is not in a
Hurricane Prone Region.
Load Combinations
R Imtl CmN
F=sr
1 DI
LHV
of
3 3 OI♦W3
IDD
5 Ola0.]5 W3
1000
1=7
also1_Wl
0.6DI:W1
LOD
Member Forces Summary TNe inEmNx:Mcrt4nm.nm
CSL mu veidfoa, (mum�p. raQ ifmReren fmn sae and focc)
GUSSECPLATES
Additional Notes:
The end ofevery chord segment shall be braced laterally peryendicolarto the plane ofthe toss. Lateral braces shall be installed within 6" oftheend ofeach
chord segment.
10 Indicates lateral boxing required perpendicular to the plane
of the truss. A single symbol of this type indicates a mid -point.
Two symbols of this type indicate braces at the third points. The number in
parenthesis is the largest compressive forceen
the web.
Page 340 of 570
A GFNFItALNO]FSOF] DRAWNGPACK GESF BECONSIOFRFDASANINIEGRALPARTOFTHL MWONFNTDESIGNOOCUM ..NOTEIFNTTHE
Cameron Engineering
om En
PROFESSIONAL FNGNEERS SM]NDICATiS ONLY THATTHETRU55
ASSEABLY SHOWN ON THIS SHEET Unins TNEhloco
UM APPIICABIEDEHGN CRITERIA FOR
CM
THEIAADB,WAA GCONDn10NS.UMSbff MCONMMAMONS,ANDSPANSIJST ONIH6Stff£F,
Lo,,x4. CO snap
TCM
1-z
L)
34
0.585
0.3I0
0.3M
1,731 Ik
2'I431d
29Id 16:
(AEIk)
(-1,3191G)
F1.1611h:)
o-s
56
6]
0.3A
0.3b8
0.465
2891k
I.B1816e
-0491k
E13541k)
(A151h:)
]�8
B9
419
0.nl
O.h31
ODS
-0141k
-21121h.
WIG
NIk1
BCM1J
1011
0.PI2
Ulk
11-I1
UTmm
Idmlb:
101tr.)
1415
0.351
I,IIS Ih.
(Olb)
1617
0.Lfb
23W Ih:
f01h:)
11-R
0.WI
2A316:
1314
0.3i3
25D Ira
-EIT)
ISI6
0.1a1
I,3D IG
(-Zli lha
1}I8
a4W
AILIk
IU IM)
W<h
hIB
0.W6
1fiI IG
1'1,91811ti)
315
U531
4AIG
(Nnlla)
613
Q6]5
4,AL IG
(-24131tr,1
411
0.]10
I-1]
0.Pli
-0.011 llc
LIS
0.0E
Ili lh.
(-OIG)
)-13
0.330
9R Id
(<1]IFe)
910
aU`A
%tlle
21]
0.]I]
19ID1d
1'1,]4JIm)
SIS
0.5N
@Ilk
(SOIFe)
]-11
QXU
�Ik
P1/IE)
3-I6
0.%9
-23511p
S14
0.(N9
2591k
(-1.4f81k)
612
0.591
NAIk
316
0.651
I,A151k
(-0311k)
614
QyA
-2]d]Ik
dll
0.911
2NA Ih:
Cameron Engineering
Truss: 126
Phone: 303 800 6750
JobName: SIJRG
KeyBuild®System
Bradscameron®yahoo.com
Daze: 09/26/10 13:44:48
KeyTn N8
System: Gee 6.018
Version: 1.183
Page: 1 of4
Report: Fog Plot
SPAN
PITCH QTY
OHL OHR PLYS
SPACING WGT/PLY
37-7-1
5.001/12 1
1-7-5 0-M 1
48 in 307.7 Its
1.7-5 2-6.3
4-2-11 4-2-11
5-11-3
5-11-3 5-10-11 —
~ 63.._+—_
6-6-14 10-11-B i
_ _4-2-11 _4.7-13 _
- 15.2.3 �— 19-10-0 �— 25-9-3
31.8-6 37-7-1
0-R-13
9-0-0
-
9-0.0
9
6 7
8
5
4
5F-2
3
2
1
19
17
16 15 14 134 12
1414
18
10
0 0 0
0 0 0
2E-3
4-2-11 4-2-11
4.2-11 4.7-13 5-11-3
5-11-3 540.11
2E-3
6-&14 10-11-8
15-2-3 19-10-0 25-9-3
31-8-6 37-7.1
Cirtlu irt6ee¢f lerermva inwela. Sgamirt5eue fssldrrwve intlmA. T.ncien'irol. de mvrMdtlIOSOS(AND fsleren �idel Wo-.inont..u11Wa4m W[
mwi�npale is mµmL Rehrlo Gerenl Nan fn fulFaclvifwim.Allvvableskvlefale�is
WnJatedpr lh 19M A15151xifiu4imfm CdbFmrcd 3lalOaips Mdmulnfa51eaf51minwWITma MdnsnfznoSre, mvgnm WIT nonfr=himd
suel mottad
CSI
Deflection L/
(100 Allowed
'IC: n10E(45)
M1111in LIM
O40 LIM
BE DUE(12-13)
III 0..01 in LIM
O4D LIM
Web OEWIBno
Can/OHT:004in UP 2L/9A
19 EBB
w cuvin ly Bnml
C. 0HIl001in A. M
1 ]L/W
BC Pulin Slmin5=45in
Hm TL am in
6
Reactions
Suvunaty
IT T w
BC B WiC R.I.
IT BE Mu R. MUO—U la M.PJAIFIRSIDlift Mw CBCU in MaaU ifl Mw Portz
L/ Pm ME) 1
1 15 in ]Nllla
1 L5141h �11k -.1=
-3.RS IFe 3.4A1�
14 HRdI IWO 1
1 3.5 in I.M11G
14 1 50A 18.-2'ABlfe d6581%
d4®Iln
10 HRdl ME) 1
1 151. 85311a
10 1 L6811b d.72IN Q612IE:
-16121h
17 Pin PAIL) 2
1 15 in 1,5141bs
14 HRdl (WL) 2
1 15 in IGSBf
10 H Rdl IWU 2
1 15 in 1.680 lb
17 Pin IWL) 3
1 15 in 4f8lbe
17 Pin(Wq 3
1 15 in H61FeH
14 HRdl MU) 3
1 15 in IAUIbs
10 Hloll (WL) 3
1 15 in 811f
17 Pin IWL) 4
1 15 in 1.111 lb.
17 Pin IWL) 4
1 15in 1101l� H
14 HRdl MU) 4
1 15 in 26,1I Ite
10 H Rdl MU 4
1 15 in 14BIlb
Page 341 of 570
ALLGFNFAAL NOTES OFTHIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INDIaRAL PART OF MIS COMPONENT DESIGN LOLUMINf. NOTE THATTIIE
CnnonnEnglnMling
PROFESSIONAL ENGINEERS SFAL INDICATES ONLY 7HATTNE MUSS ASSEMBLY SHOWN ON MIS SWEET AffE1S THE to MM APP1ICAmE DESIGN CREME, FUR
1753c—CM
THE LOADS. LOADING CONDmONS. TRUSS MEMBER CONTIOMATONS. AND SPANS L UM) ON ME SHEET.
ImPTm4 CO min
Cameron Engineering
Truss: 126
A-WAwP ux�;
Phone: 303 800 6750
JobNan e. SORG
KeyBuild®System
Bradscameron@yahoo.com
Daze: 09/26/10 13:44:48
KeyTm5s9
System Cee6.018
Version: 1.183
Page: 2 of4
Report: Eng Plot
SPAN
PITCH
Cry
OHL OHR PLYS SPACING WGT/PLY
37-7-1
1
5.001/12
1
1-7-5 0-M 1
48 in 307.7lbs
17
mt I
5 1 15..
D Pin OYU
5
1 35in
1101mB
I4 HRNI MU
5
I 35in
1.48I.
10 HRd ML)
5
35in
8%1k
17 Pin ML)
6
I 351n
i lft
17 Pin ML)
6
I 15 in
M1hH
14 HRdl MW
6
I 15 in
-I,=
10 HRdI (WU
6
I 15in
-I,W116
17 Pin ML)
7
1 35in
31111e
17 I'm MQ
7
1 351n
1.351EH
14 HRd1 ML)
7
35in
a IR
10 HRdl ML)
7
I 35in
-I.xV
Page 342 of 570
ALLGENERALNWESOF'I}HS DRAWING PACT GESH BECONSIDFRm AS AN V47EGRALPARTOF'THIS COMPON DESIGN DOCD .NOIETHAT'111E
Cameron Engineering
PROFESSIONAL GI'FFA'SSPALWDICATESONLY'THATVEMUSSASSF LYSHOWNONMESHEkTMEE115THEMINPNMAPPUCAB
D61GNCRHERIAFOR
I75JCae Can
ME(DADS. LOADING CONDITIONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS LISTED ON THIS SH ..
U�coswn
Cameron Engineering
Truss: T26
"
Phone: 303 800 6750
lobNan e: SURG
ne�Rlw:
KeyBuild®System
Bradsaurieron@yahoo.com
Date: 09/26/10 13:44:48
KeyTmss®
System Cee 6.018
Version: 1.183
Page: 3 of
Report: Eng Plot
SPAN
PITCH
QTY OHL OHR
PLYS
SPACING WGT/PLY
37-7-1
5.001/12
1 1-7-5 0-"
1
48 in 307.7 lbs
17
mt
e 1
15 in
17 Pi.(WL)
8 1 151.
Im1b,H
Id HRdI(WL)
8 1 15 in
a.6NHb,
10 HRdI(WO
8 1 5.5 in
26121a;
Member
Material
CSI Bracing
Max P
TWCM196
(OE162btl (:4 Rsi1
am Sh_w
-2W IM
2W Ch!6p
N6HnF(M)ai).
061Q,„�,�_S.
1.]48N--
Ba CM1618
1Q616LX (91bi)
aw dtl loot.
11071IR
1:1fl
36}576t�3 (33 Gi)
6m U —
.34A_ils�
Wcb 1-17
35Z saMp w)
U316 UMad
J.L91d
Wcb21T"'-------
YLRI@-A (J3Li1.
681b
Web216
Yusl6bJJOW)
am UrBnM
-1,10IFe
Wf§176..
]625JQM(Jlai
Q��VRa
'—Aulb
Wd1�5
Y.b16E-3J(D l'i)
an Ueb'.rsd
1, 12816:
We44_15"�""3
16b 3w)
UrSvM
--M11(s
WebCld
J6'&16L330ll ksi)
F&B 060 ll�bared
1.9il lh:
W i1d
mn
_ _
Web SIJ
(06162E9 (50 pi)
HO&VOW)
ow Urbsed
-22i
a'
I
Web]-IJ
-51 (SO wi)
0.f6J Drbucl
1,2191tn
Wd,&12
Sail
UJ'/6`Ujb�
�I&
N'eb813
wkib
36'S1Q2meali)
LLSd6 Urb 1
91PIh
W:Bsn
=62�.
3EElu"sd(MU)
rt719
Wc4911
1(50bi)
wap--�--Z6nab
Q]I9 WIXflx (n 136M1b.)
-26MI%
W<tiA_l0
6(616
�61¢Si(Sq&i)
6'96� UiLvdai.
2)1]Ib�
Loads Summary
Load Case Lrl: Std Live Load
DLmlbatedL dv
Menke I knI
1 tim2
Di=lim Sncd S1m1aW 1N1md
WbWieb
Page 343 of 570
Tay CM
D—n Prty M,f M,f
d5 in
B. Cm
Doan PIG Opf 01af
Min
AIL GFNERt NOTES OF MIS DRAWWG PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OPTHIS COMPONENT DESIGN DOCUM .NOTETTATT@
Cameron Engineering
PROFESSIONAL ENGNEERS SF
INDICATES ONLY THATTHE'IRUSS
ASSENOLY SHOWN ON TLLS SHFETMEETS THEMWUNM A UCAB1EDESIGN CRMEMA FOR
1]9C.CM
THELOOLIS, LOa lXM COMMONS. MUSS AffMBER CONFIGURATIONS, AND SPANS LISTED ONMIS SHFEL
Ldn ndi CO R061
Cameron Engineering
Truss: 726
v- �
Phone: 303 800 6750
]obNarne: SURG
�oPwP
KeyBuild®System
BradsGalneron@yahoo.Gom
Daze: 09/26/10 13:44:48
KeyTmssO
System Coe 6.018
Version: 1.183
Page: 4 of4
Report: Eng Plot
SPAN PITCH
QTY OHL
OHR
PLYS
SPACING WGT/PLY
37-74 5.001/12
1 1-7-5
0-0-0
1
48 in 307.7 lbs
Land Clse DI: Std Dead Load
Ditabuted loads
Mew Wliml Isaim2
Dlmim
Spu a'. lmJ
En,! Exact
Tib Width
TV C.
W.vn
Ro
10''r
gin
B. Cm
W n
21f
R"Ix l0 or
10,f
09in
Automated Load Case W 1: M WFRS-Left(Up)
DiaiMaed loads
Mew 1¢aiml 1®lim2
Diiclim
Spec Slav Exact
EN lad
un WiUn
TV -1-75 OW
NUp
R""' 51.Sb Rf
5L55Esf
a..
TM OBO Iy100
NUP
Rn '01pf
Not pit
4in.
Tap 14100 V7-1
NUp
Ra 51.67pf
51.67fcf
48in
Ba 000 2 7
NUp
Ra M)8,f
M18'f
at.
Automated Load Case W2: MWFRS-Right(Up)
Dismbupial oads
mi B t_nn.I L—nim2
Dire im
Spe Sa. tact
E!Exact
Tnb Widh
Tap -1-7-5 000
NUP
RW V.96'f
TI.S6pf
A41n
Rp 000 1Y1010
NUp
Rafx A. -pi
X..-pJ
4,
Tap 14100 P-7-1
NUp
Rile 51.671ef
Slflpf
dein
Automaed Load Case W3: M WFRS-(Max On)
Dimlbmeea d Leads
Mn Ismim1 Ec+lim2
Dimim
Sped Salted
Enlmd
]lib WiNn
Tap -1-75 000
NUp
Rnke H.SSpf
2R%'f
actin
Tap 000 14100
NUP
Ra 2@Iaf
2M,f
44in
Automated Load Case W4: C&C(Sucllon)
DiMbutrA loads
Marls Imiml Irtvim2
Di�alim
Spia Slw 1-1
EW tlW
Tnb WiOh
Tao -1-75 000
NUp
Retie 1447spf
144]5pf
48in
TW 000 111-II
NUp
RV U7.751sf
117.75 p:f
48in
TT 6-11-H 11-30
NUP
R. ]454p:f
MSa p:f
ain
Tap II-M 14100
NUP
Rnke 11175P:f
117.]5p:f
48in
TT Main H1-10
NUP
RW 69J4p:f
(0141nf
48in
TT A1-10 3}7-1
NUp
Rake 69141ef
6914,f
48in
B. 000247
NUp
Rek A42p:f
il@pf
48in
1)This mass has been designed in accordance with ASCE7-05,145
mph, Exposure C. The building is Gable/Hip with Building
Category IV (1=
1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 9.30 ft. The left end
vertical has not been exposed to wind. no right =it
vertical has not been exposed to wind. This mass is an End Zone Tmss. This truss is not in a
Hurricane Pane Region.
Load Combinations
I Iad ca
Femm
1 DI
3 put +W3
1.®
�4.� D+p:75W3+0.]541;
5 D1+0.7s W3
1000
�7p6D1+w
:OD
] 0.6DIf W2
LQO
=8=6601�
Member Forces Summary TnNe lndieae:
Mesh m
nnxa CSL n-mial r . (gym. am,.. r irdrt d r =mini faa)
GUSSEFPLATES
Additional Notes:
Theend ofevery chord segment shall bebraced laterally perpendicularto
the plane ofthe [asps. Lateral braces shall be installed within 6" oftheend ofeach chord segment.
Indicates lateral bracing required peril audicularto the plane
ofthe Mass. A single symbol of this type indicates aMd-paint.
Two symbols of this type
indicatebraco at thethird points.The numberin
parenthesis is the largest corny essiveforce on
the web.
Page 344 of 570
A GENFRALNOIFSOFTHISDRAWNGPACK GESHAILBECONSOMMASANINIEGRALPARTOFTHISCOWONFNTDUMNDOCUM
..NO7E71NTTHE
Cammom Englneefing
PROFTSSIONALENGNEEt5 SFA1.NDICAMSONLYMATTNETRUSSASSFMBLY
SHOWN ON]HLSSHEU`MEBIS THEM1MMIfM
11CABIEDFSIGNCR=tA FOR
imc—Cam
THE IDADS, IDADNG COMMONS, TRUSS N@ M CONFIGURATIONS. AND SPANS US1FD ON THIS SHEER
WOnny CO aim
lCN
191
1-2
2-J
aYb
n611
Q29
8116:
-25M Id
-iiltr.
101k)
3-0
0.5
56
aill
aAE
Q363
Als It
-1 SO Ih.
'M Ih:
(d1Jlk1
b]
ZB
S9
nJfS
OM
0.619
LN61h
I,7d81d
1,3161M
(-sl]IFat
(-L016141
(831MI
BCM
1011
elm
OIG
12-IJ
ab@
-I,]d81h.
1415
LLT3
-LO151E
Ibl]
LLdD
N216:
11-12
n561
-1.3161E
131d
0.YS
-ZA Ik
IS16
nd`p
-1.4d51ha
I}IB
nnS2
Olha
Wed
I-18
OQ15
ddd lm
115
a3M
LIM Itr.
(-JAIk.)
613
aJW
LIR Id
(-iYJlha
411
a]IY
-26MILc
1-D
a816
J.Il91%
(-390 1b:)
CIS
Q461
-]831d
7�13
nW
I.2NId
(-Al1Id1
�10
nTA
2]Dld F1.6101d1
Lq
aB16
34W Id
bl.l%Id)
11d
a613
1.9311Fe
(4111d)
7-12
al]6
A81d
laldl
blb
0.6'A
�1.14)l6.
Sld
Q](@
SZBIti:
(-231B Id)
SI2
n&15
%Nld
316
affi5
Alld
(-IIIIFe)
SIJ
aXd
-27381d
&11
nR]
2lal ld
I-I.YIJIdI
A.
Cameron Engineering
Truss: T27
Phone: 303 800 6750
JobName: SURD
rN..yst=
KeyEond®System
Bradscameron@yatioo.com
Due: 09/26/10 13:44:49
KeyTmss®
Systelrt Cee6.018
Version: 1.183
Page: 1 of4
Report: Eng Plot
SPAN
PITCH
QTY OHL OHR PLYS
SPACING WGT/PLY
37-7-1
0/12
1
0-M 1-7-5 1
48 in 330.5 His
5-10-11
5-11-3
5-11-3 34-14 3-0-14 5-0-0
bOo 2E-3 1-7-5
5-10-11-1.
_
11-9-14
_ _ _• _
— -- 17-9-1 21-4-15 T 25-0-14 3�'
350.14 —� 3i.7-1—�
9-0-0
9-0-D
0 B-13
1
2
3
4
J
5
na
6
�5
7
6
9
4 19
917
415
6J
16 14 13 12 11
16
10
0-0-0
0."
5-10-11
5.11-3
6-11.3 3.7-14 3-7.14 5-0-0
5-0-0 2-6-3
5-10-it
11-9-14
17-9-1 21-0-15 25.0-04 30.0.14
35.0-14 3]-7-1
Cin'leein'tiemefa�luumNinwtii.
WF a,nou.limltlaeamm11wed. i,
Jewim ngme is mld� Rehrlo GerenlNm (v fmletclanfaim AllavaNe sM1rarprfalereris mlcWmNFe0e 14l6AISI5lttifwim fm CtlbFmretl S1a10.•vip. MuinainfarlcrtrzpciMu4'16"min Mviuin f+e¢ma¢f marjn al A'16'ImnfucM1skcld
nw caveNed
CSI
Deflection L
(loc) Allowed
lC: am(M)
M 0.12in LIEN
(34) L/M
BC: (iMHD
ILnmin LI999
(34) LIM
Weh ixm4 ID
Cm1014 L 005in UP 211999
10 M190
m cwlwnlyBrs
Cm/OHILn01in 2L/MM
19 MISR
Bc PNinS,ciq=48in
H—MUMin
19
Reactions
Summary
Tr Tmx Lc
Bc Bi,Wid
R—,i.
IT Bc MexSad Ma. Gm.0 in M WFFSU in M Cacu in
Mani i6 Ktu Rini:
le Pin ML) 1
1 3.5 in
IAn lh:
In I zwjB . -ZT41W -14V HA
-3ATllb: .1mili:
13 H Rtll(WL) 1
1 35in
1,411 Rn
13 I 2'9/Ih: 41351Fe-5.4191%
-5.4191d
II HRdI(WL) I
15 in
JNIk
II 1 1.41811x 416/Ih 31(AId
410IN
IB Pin(WL) 2
1 35in
2(03P:
13 H RdI ML)2
1 35in
2JWIm
II H Rd l HAL) 2
35in
1.4JBIk
IS 3
I 35in
9911h:
%3L)
IB Pin(WL) 3
1 13 in
-14616tH
13 H Rd11WL1 3
I 35in
LM711x
II HRun ML) 3
Min
4291Fe
IB Pin(WL) 4
1 35in
1]461hr
IB Pin ML) 4
1 3.5in
-11011r.H
O H Rd1(WL) 4
1 35in
24181h:
11 HRd1ML) 4
1 35in
I'm11a
Page 345 of 570
ALL GENUR LNOTES OFUS DRAWING PACKAGE SNAIL BE CONSMERED AS AN INIPLRAL PART OF THIS COMPoNENF DESIGN BOCII .. NOTE THATTHE
CarnEron Engineering
PROFESSIONAL FNGLYEFA55FAL WDICAIES ONLY TNATTHEJRUSS ASSEMBLY SHOWN ONJHIS SXFET MFEIS THEMWIMUMpPPLICAB1ED61GN CRfIFRIA FOR
IJACac CaN )
THELOADS. LOADWG CONDMONS. TRUSS MEMBER COWOURATIONS. AND SPANS MM ON'IHLS SHFEF..
ImgvL CO BOB
Cameron Engineering
Truss: T27
'
Phone: 303 800 6750
]obNarre: SURG
KeyBuild®System
BTB()SCHnICtOn@yahoo.cAm
Daze: 09/26/10 13:44:50
KeyTmss®
Systm Cm 6.018
Version: 1.183
Page: 2 of4
Report: Eng Plot
SPAN
PITCH
QTY
OHL OHR PLYS SPACING WGT/PLY
37-7-1
0/12
1
0-M 1-7-5 1
48in 3305lbs
19
m(
m
18 Pin OYLI
5
1 15in
-110 Us
13 HRd (WL)
5
1 In
I.3RIla
It NRtlI(Wq
5
I 15in
9OIhi
I8 Pin(WL)
6
1 15in
-Int
l8 Pin ML)
6
1 15 in
-1,33511nH
13 HRtlI(Wq
6
1 15in
-21361t
II HRII(WL)
6
1 15in
-]Nlh:
18 Pin MQ
]
1 15 in
-1.9ret
IB PIn ML)
7
1 15 in
8 RnH
13 HRd: ML)
]
1 15in
d.09Rs
11 HRd (Ww
]
1 35in
$ilia
Page 346 of 570
ALL GENEUL NOTES OF DRAWING
PACKAGE SHALL BE CONSIDERED AS AN WIEGRAL PART OF THE COMPoNENP DESIGN OOCUMINI. NOTE THATTHE
Carnmon Engineering
PROFESSIONAL ENGINEERS SEAL
MDICAT6
EUSSMEMBER
ONLY MAT ME MUSS ASSEMBLY SHOWN ON THIS SHEET NUEM THE MWIMUM APPIICABIE DESIGN CRITERIA MR
179c.Can
THE WADS. LOADING COND` NS. CONFIGURATIONS. AND SPANS IISTED ON ME SHEET.
Lnn,-d COS
++` _
Cameron Engineering
Truss: T27
nt
Phone: 303 800 6750
JobNama: SURG
KeySysttemm
ahoo.eom
Bradscwneron@}'eyTmss®
Daze: 09/26/10 13:44:50
KeyT.
System: Cee 6.018
Vernon: 1.183
Page: 3 or4
Report: Eng Plot
SPAN PITCH QTY OHL OCR PLYS SPACING WGT/PLY
37-7-1 0/12 1 0-" 1-7-5 1 48 in 3305lbs
0
IB Pi ML) B 1 15 in J.9N 11B,B
U HRdl new B 15in d41916c
II HRtl11WL1 8 I 35in ynBlb
Loads Summary
Load Cue Lrl: Sid Live Load
Di -bated Lwds
Mmbc i_timl I im1 DI—im S,c S. LVJ ENImJ Tib Widh
Tw Cm Dam P j M,f W,f mi.
Be Cm Dam Py O,f Olaf 48 in
Page 347 of 570
All GENERAL NOIFS OF UES DRAWNG PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OFTHN COMPONENT DESIGN LOCG .. NOETHATTHE Canna REngineering
PROFESSIONAL ENGmkERE SEAL NDICATE50NLY THATMEMUSS ASSEMBLY SHOWN ON TIES SHEETMEEISTHE loUNMM Al?UCABIE DESIGN CRITERIA FOR jm�L
THE LOADS. LOADING CONDmONS. MUSS M ER CONTIGURATIONS, AND SPANS LLSIED ON IMS SHEET. [n .CO Ran
Cameron Engineering
Truss: T27
E -
uxcs.ru
Phone: 303 800 6750
JobName: SURG
Key BuildOSystSystem
BriTrlscarv3eron@yahoo.com
D
Date: 09/26/10 13:44:50
KeyTmss®
System Cee6.018
Version: 1.183
Page: 4 of4
Report: Eng Plot
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY
37-7-1 0112 1 0-M 1-7-5 1 48 in 3305 Has
Load Case DI: Std Dead Load
Diml7wred Leads
Mertbv IrcL;ml UnuAim2 Di -don Si SIm LW Ed tmd Tnb W;Ab
TT Cm W.m Ra IO pf IOp.f Min
Ba Cm Dam RWx 10 pf 1¢pf Min
Automated Load Case W I: M WFRS-Left(UP)
Distributed I.&
RWe 369Z 37p: .(Bf Min
Reie P.96 p,f 21.96 fef Min
Automated Load Case W2: MWFRS-Right(Up)
DistabWed I.&
Rake Man p:! X011 Rf Min
RaFe 51.581er 51.58p:f Min
Rnh 21181ef &18Ef Min
Automated Load Case W3: MWFRS-(Max Dn)
Dismbured Inad,
Menm I iml 1®IIm2 Dirstim Smad S.Lcad Edlmd 'niLwiah
TT 1791 P-7-1 NUp Rah 202yd Misr M!n
TT37-7-1 RCM NUp RW 39.59p:f Nis fcf 45 in
Automated Load Case W4: C&C(Suaion)
4310 1}4 NUp Rake W,141ef 69.14pd 48in
17A1 2641 NUp Rake II7.75pf I17.15pd am
76Y1 3D74i NUp Rue 7451pf 7454pd Min
3u74i 3I-7-1 NUp Rah 117,75p:f II7.]Spf d in
31-7-1 Am NUp Rue 144751af 14175ref Min
3S2 10 N-7-1 NUp Rah 51Q'r 5142psf Min
1) This toss has been designed in accordance with ASCE7 -05, 145 mph, Exposure C. The building is Gable(Hip with Building Category N (1=
1.15), Mean Roof Height 37 ft, Overall Building Dimensions of93 ft x 102 ft, Enclosure Class: Enclosed, CC Zone Width 930 ft. The left end
venial has not been exposed to Wind. The right end vertical has not been exposed to wind. This toss is an End Zone Truss. This truss is not in a
Hurricane Prom Region.
Load Combinations
Member Forces SuTmnary Tml. ince.11, MeM M, n,,.Can. —amu fnR'(n— ,v..r aaRerta an" .,.n,;m a.«)
7CM
1-2
b3
34
OSPA
Ban
aw
I'm In -
24301b
29151b
(4.004Ib)
(-L45A Ih.)
-I,IA IdI
45
56
6]
a431
04m
am
2,&nlla
1.74
Z0Z
OI.N91b1
(J891b1
]8
B9
419
¢348
0618
046
-50.51b
-21&Ih,
bllb.
Nlb)
mW
ILLII
¢125
¢Ib
IP-13
Ol3
LSS71b
(¢Ib)
1415
0311
LIMIb
aiad)
Ibl]
Qbt
20IL Ib
(.72t )
II-IZ
¢513
26n lhx
(3U Ib)
1Y14
a36]
2Sri b,
101h:)
IS16
01&1
1,45t 1h,
(-0'I)Ih)
1]-I8
045E
A9A Ib
0 )
Webs
1-18
am
13,6A Ih:
11,56f 1b:)
SIS
E
BE lbf
(-N11b1
613
¢612
Q6i5Ib
f-23151d)
411
0.A5
2]8s lm
(-3911e)
1-I]
0.8ID
3�1h:
L15
¢OST
1931h
(-IIIMI
}13
0.33D
wllb
(->rslb)
410
0.013
-T2Ib
bl]
0.Ras
1RSId
h1.6%Ib)
SIS
¢f@
911 ft
(�1b1
M2
¢?W
8971e
(-1911M)
2-16
0.6A
-2a511h:
S14
06]I
2661b:
1-I.4AIb1
B12
0.A2
-I.1'N lbs
316
OSN
I'M,
(-3181b)
614
=7
-25411d
&H
¢9N
2834 lbc
(-LUAIFaI
Additional Notes:
The end ofevery chord segment shall be heated latently perpendicular to the plane of the truss. Lateral braces shall be installed within 6" ofthe end ofeach chord segment.
Indicates lateral booing required perpendicular to the plane ofthe toss. A single symbol ofthis type indicates a mid -point. Two symbols ofthis type indicate boxes I the third points. The number in
parenthesis is the largest compressive fameon the web.
Page 348 of 570
IIALL GENERAL NOTES OFT N DRAWING PACKAGESHiBECONSIDERED AS AN WR4 PART OF THIS COWONEMDESIGN BOCUM .. NOTE MVrTHE I Cameron EngineeringAL II
PROFESSIONENGINEERS SELL WDICATES ONLY mATTHE MUSS ASSEA1BLY SHOWN ON MUS SHEET FffA9NB.NM £IS THE APPIICABIE DESIGN CRITERIA FOR JMCms Cum
THE IDAOS. IDADNG COMMONS. MUSS MEMBER CONFTGURAMONS, AND SPANS UISTFD ON THIS SHEEP. I�, CO KCM1I
y�
Cameron Engineering
Truss: T28
Phone: 303 800 6750
IobName: SURD
KeyBoild®System
Bradscatneron@yahoo.com
Date: 09/26/10 13:44:51
KeyTmss®
System Cie6nI8
Version: 1.183
Page: 1 of4
Report: Eng Plot
SPAN
PITCH QTY
OHL OHR PLYS
SPACING WGT/PLY
34-0-14
4.998/12 1
0-" 0-M 1
48 in 458.8lbs
5-10-0
5-10-0
4.7-13 5-11-3 5-11-3
6.10.11
------ 5-160
— —�— 11-8-0 —{--
16.3-13 — 22-3-0 - 28-23
M-0-14
2-2-7
9-0-0
9-D-0
7
4 5
6
3
s t2
I
2
1
a12
s
13
11 10
9
14
8
0-0.0
0-0-0
5-10-0
5-10-0
4-7-13 5-11-3 5-11-3
5-10-11
5-10-0
11-6-0
1E3-13 22-3-0 28-23
34.0-14
CinJw inh u farem in aem. Sgmu iMc'ne fmwermnlntlod. •Fulcren"i�dmes tlemmlud#IOSDS (N50 tateren porelw ae rntldlh rrtmM. Ps6 vlieiMmullemsberdtaslererz
rzyared WFce timld:wa xrWlelm mrHs
6awinP epine is mµrtd Rcferw Genial Nna fa fmbclatlfwlim Alloxvaeakarps faacmia
ulMnW µ+Ne 1996 A615pxiamim faCtlBFa1m1 SRcl pnipi. Mainain fa�lems�cin8m#16'ervn
Mdmain faslearcdrx naTjnu A'16'emn facaeh simd
s�xl mvecui
CSI
Deflection U
(I0c) Allowed
'IC : am(1-2)
TL0.19in UP LIM
(13) LIM
BC: aw(2U)
IL(UP in LIM
(45) LIM
Wek a951(1-9)
H—MaMin
3
T c"nn elyhry
mlP in SPxin8=48m
Reactions
Summary
iT T LC
BC Bnn Wid Ruaim
3T BC Mu Run MUGravU ifl Ma MWFRSU ifl Mm C&CU ifs
M:aU iR Nv Haiz
14 Pin ML) I
1 15 in L41nlF
N 1 27= -I.8it -579J Im
-579)Im 12(n IFe
8 HRdl ML) 1
1 15 in 1.381Im
8 27471b-261NEi d.1281m
-S.ImIm
14 Pin(WL) 2
1 15 in 2759IIn
8 HRdl MW 2
1 15 in 27471m
24Pin(WL) 3
1 15 in L38I In,
14 Pin ML) 3
1 15 in 551mH
8 HRdl ML) 3
1 35in ]MR,
14 Pin ML) 4
1 151n 21WIm
14 Pin ML) 4
I 35in 421mH
8 HRdi Mp 4
1 15in 23EIm
Page 349 of 570
NILGFNFRALNOTES OFTHIS DRAWING PACKAGESHILLBECONSIDEKED AS AN EMEM,kLPARTOF THIS COMPONFM DFSIGNDOCUMFM.. NOIE THATTNE.
Cameron Engineering
PROFESSIONAL FNGP4EEFt5 SEAL INDICAMS
ONLY ' T ME MUSS ASSEMBLY SHOWN
ON THIS SHEET Wins YHE MNP+IUM A UCIUJE DESIGN CRMRIA FOR
ITEC.Can
THE UJADS. LOADING COMMONS, TRUSS NHMBER CONFIGURATIONS. AND SPANS USTED ON THIS SIffBP.
Ivgrm Co swB
Cameron Engineering
Truss: T28
- A� I,T"
Phone: 303 800 6750
JobName SORG
KeyBuild"stem
Bradscameron@yahoo.coln
Date: 09/26/10 13:44:51
Keyrmss®
System Cee6.018
Version: 1.183
Page: 3 of4
Report: Eng Plot
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY
34-0-14 4.998/12 1 0-M 0-" 1 48 in 458.E Ibs
la PinfWL) 8 1 15in 3.Fl IdH I ,
8 HRdl FvLI 8 1 3.Sin -Slmis
Loads Summary
Load CaseLrl: Std Live Load
DisnbmedL dS
MCM �—I l im2
D—ion
spc
SIM ImL
Ed lmd
TnbWidb
Rp CM
Down
Rq
Npf
20,f
Min
B. Cm
Bavn
Pmj
0@f
Upf
Min
Load Case Dl: Std Dead Load
DimibmedL dS
Mrnhr l inn t inn
oirt[rm
Spew
S. IM
Ent
Tnb Wimb
Tap cm
W.m
Rn"
10,f
10,f
Cain
Bd Cm
Dpnm
Ro
10tef
10,f
Cain
Automated Load Case WI: MWFRS-Left(Up)
Page 351 of 570
II PROFESSIONAL FETGSBCF}A'OF S THIS
INDICATES ONLY THDRAWNG PACKAGE HAAT,THE MUSS ASSSENBLHE CONSOMED AS Y SHOWN ON THIS SR� FAST UF THIS CONIPONENT DESIGN NFET FRETS ME hR MMAPPIICAB�E DESIGN CCRHER1A FOR )5g1753 C-001. Og II
THE LOADS, LOADING COMMONS. TRUSS MEM1®ER CONRGURATONS. AND SPANS MMD ON THS SHEET.
Cameron Engineering
Truss: T28
Phone: 303 800 6750
lobNome: SURG
KeyBuild®system
Elrads�n@yahco.00m
Daze: 09/26/10 13:44:51
KeyTmss®
System Cee 6.019
Version: 1.183
Page: 4 of4
Report: Eng Plot
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY
34.0-14 4.998/12 1 0-" 0-M 1 48 in 458.8)bs
Automated Load Case W2: M WFRS-Right(Up)
Distributed leads
ARnm I fimI I,®dm2 Dha4im soya S. l,„d Eml Tdh Wid6
TV \UOU 16313 NUp Hale R. y:f 31.w,a 49 in
TT Ib313 34614 NUp Ra 512'f 51.671af alp
Automated Load Case W3: MWFRS-(Max Dn)
DicmbuNd Wads
hdrz I iml lo'aim2 Di.im Se Smn lml Ed Tab Widh
Try man 16313 NUp RNt 204Isf 24,1 alp
Automated Load Case W4: C&C(Suction)
Dimibacd I.&
Tap &7a 16 13 NUp RWe 117.751rf 117.75RJ am
TT 16311 267.7 NUp RA 6914Pf f&14fef all
Ttp 257.7 34 14 NUp Rate 69,14p:f 6214p:f 48in
1) This truss has been designed in accordance with ASCE7.05, 145 mph, Exposure C. The building is Gable/Hip with Building Category IV (1=
1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosum Class: Enclosed, CC Zone Width 930 ft. The left end
vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a
Hurricane Prone Region.
Load Combinations
'nue inema: edcnaxrm. mu CSr —ens fm<ifdfi e.(mnmunvw foe)
WN
12
2-3
am
191
7.mft, -
751¢Itr.
(a,%O m)
(-3.630ft)
3
65
am
¢4N
6550IIn
63S/IFe
(-2TL1Ib1
67
0417
ales
Mons
ZW(l
(-24Il Ira)
-bill 11")
Sc.
&9
am
oltr.
ILLII
am]
-5, null
IY13
a953
A.Zillla
91n
aM
-29AItr.
11-I2
am
41.ffiIhr
1314
a213
3.an lh,
Wc�
1.14
ens
s.m(11x
1-zo31 IN)
aRa
-1,1z51�
sm
u681
3.7n1a
(-I.m 11a)
7b an 5,3Tllla (-z74pla)
1-n
a7az
asula
3u
¢v%
i7nlhs
(61l IFe)
610
a951
'Sas 1.
13
a895
26861�
(AI MIe)
611
0611
-I,IZlllx
69
am
5.741d
(-26LIh)
bl2
1441
1,3D1h:
(fall)
SII
1799
-2)IDi6a
7.9
am
Q1%1b
GUSSECPLAM
Additional Notes:
Theend ofemy chord segment shall be braced laterally perpendicularto the planeofthetruss. Lateral braces shall be installed within 6" oftheend ofeach chord segment.
19 Indicates lateral bracing required perpendicularto the plaaeof the truss. A single symbol ofthis type indicates amid-point.Two symbols of this type indicate braes at the thins points. Themm ber in
parenthesis is the largest compressive fonecon the web.
Page 352 of 570
11 PT1m1AMNALENGDMSSEAL
0INDICATESONLY
Y THATMMUSS ASSE1D5PAN5SHOWN
O ONISS=1KEEYS IUEMNM1 APPPIICADEDESIGN CTROERIA MRI tImmeeC0rm9D Engineering
II
C.
Cameron Engineering
Truss: T29
Phone: 303 800 6750
lobNamc: SURG
fiaenl
KeyEulld"stem
BradscarneronC&yahoo.com
Daze: 09/26/10 13:44:52
KeyTmss®
System Cce 6.018
Version: 1.183
Page: I of4
Repon: Eng Plot
SPAN
PITCH QTY
OHL OHR PLYS
SPACPIG WGT/PLY
34-3-0
4.998/12 2
0-M 0-M I
48in 276.7lbs
5=10-0
1—
_ _ 5-10-0 —
�—
4-7A3 S-1L12 5-11-12
-- - - -{----22-3-9
5-11-12
5-10-0
2-2-9
11.8-0
16-3.13
9-0-0
28-3-4
34-3-0
9-0-0
7
4
5
6
3
5�
2
1
64
413
`11
4
n6
6
12 10
9
14
8
0-0-0
0.0.0
5-10.0
5-10.0
4-7-13 5-11-12 5-11142
5-11-12
,AN5
14&0
163-13 22-3-9 28
34-11
CLCIR1lrfale TalvcmneSg]N inkaii fvrchnutim `w SON (AlSn rmlc2ls mµNW&aemlal Bias rube lNlram lh vlisa(azlemi
RNNM wlert mvpctimgalti vetallcdoemwr
im]Dmi
@ewi� spate iv regorei Referlo CemnJ Naa fu fMkrclarifwlim AIIvuWtle zkal[r fazlertriz mlcWmetllc zh Nib AISISpcifcnimlm CddFana151x1 Raipn MaiNvnLWCrctery[iBat N16'
All nN, sli rmrFir IcmrFis mlmit
Inn MtimvnfaznmctlT Ilmgnm &16'run Iv exM1ekn a
aal mvcm
CSI
Deflection U
(Joe) Allowed
TC: 0712W)
TLOWIn UP L/9A
U-2) L/210
BC: 0011(IBIB
I .0Bin L/9A
(54 L1W
Wek 0.W(31H
Hi
4
`
Wcmiaonlyeraa
Be in sincins=4sm
Reactions
Sunmtary
IT T W
BC Bn, Witl R.im
1T Be M.R. M.GiarU i9 M MWFRSu in M.C&CUifift
MuU iB 4a HmE
14 Pin(WLI I
1 2in ] IN
14 1 MIN -51 IN -�51k
-W51k 3.n IN
12 HRai IWL) 1
1 2in 1,5361b:
12 1 AM IN -2A1 IN-7.16IN
-7.M IN
8 HRd11WL) 1
I 2in 864IN
8 1 I'M IN-14MIE:-26581b:
-zWN
14 Pin(WL) 2
1 2in MIN
12 HRai WL) 2
1 2in Im IN
8 HRai (WL) 2
I 2in 1.1177 IN
14 Pi.wL) 3
I 2in WIN
14 Pin(WL) 3
1 2in 551NH
12 HRai WL) 3
1 2in 1.M 1d
8 HRai (WL) 3
1 2in HE) IN
14 Pin(WL) 4
1 2in 62/Id
14 Pin(WLI 4
1 2in 4INH
I2 HRai MQ 4
1 2in 2N1 IN
8 HRai (WL) 4
1 2in L9 Ib:
Page 353 of 570
ALL GENERAL NOIFS OFMRS DRAWING PACKAGE SHAM BE CONSMERED AS AN INTEGRAL PART OF VES COM NENP ORSON DOCUMENT. NMETHAT'IHE
CaRemn Engini
PROFESSIONAL ENGINEERS SEAL INDICATES ONLY THATTHE MUSS ASSEMBLY SHOWN ON MRS S=NIEEIS THE NUNNUM APPIICARIE DESIGN CRITERIA FOR
IWCN�Can,
THE LOADS. LOADING COMMONS. TRUSS MEMBER CONFlGURAMONS. AND SPANS IJSIED ON THIS SHEET.
IvgmL CO RBO
Cameron Engineering
Truss: T29
- . �
wrmystenuc
Phone: 303 800 6750
7obNane: SORG
KeyKeyTm System
Bladscanleron@yahoo.com
Date: 09/26/10 13:44:52
KeyTmss®
System Cm 6.018
Version: 1.183
Page: 3 of4
Report: Eng Plot
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY
34-M 4.998/12 2 0-" 0-0" 1 48 in 276.7lbs
14 Pin(Wq B 1 tin Im IN
12 HRdI Ov S 1 Sin -0,32SI�
8 HRdI(Ww 8 I tin zwI
Loads Summary
Load Case Lrl: Sod Live Load
Dkribaed leads
Mrnbv tmiml 1v1m2 D.im Such Sinn lutl E T,Wl THIS WAh
TT Cm Dam P4 W,f M,r Qin
D. Cm Db P4 O,f Nor ain
Page 355 of 570
IIALL OENERt NO OFTHIS DRAWLYG PACKAGESHAIL BECONSBIFRED AS AN WRfRALPARTOF MIS COR NENTDESIGN DOCU .. NOTETHATTRE I Canwon Engineering II
PROFFSSIONA ENGINEERS SE INDICATES ONLYTHATTHETRUSS ASSEMBLY SHOWN ON MN sHFPI'MFEIS'IHElvUNMW A UCARIEDESIGN CRITERIA FOR Iw G..C..
1HEIDADS.I4ADING CONDITIONS. TRUSS htEh®PR CONFIGURATIONS. ANDSPANS USTEDONTHISSn .. Ln .CO Loma
s
Cameron Engineering
Truss: T29
Phone: 303 800 6750
lobNa is SORG
INf[SysU` I)!`
KeyKeyTm System
BradSCNtlefOn@yah00.COm
Dace: 10 13:44:52
KeyTruss®
Oce 6.
System Cee 6.OI8
Version: 1.183
Page: 4of4
Report: Eng Plot
SPAN PITCH QTY OHL OHR PLYS
SPACING WGT/PLY
34-3-0 4.999/12 2 0-M 0-M 1
48 in 276.7 Has
Load Case DI: Std Dead Load
Dialbutcd leads
MenBx I iml Imlim2 Di —ion Speal Slav lml Ed lad Tib Wikb
Tap Cal Dam Rik 10'r Inref Min
B. Cm D—n Race 10,f mpr Min
Automated Load Case WE MWFRS-L.eft(Up)
_
Distributed lands
Manm 1¢.Liml Imulim2 Di.im SIrtW � SIM 1and lmtl 'nib Widb
TM 440 16313 NUp Rao NOLIef 2402Pf Min
Top 16313 3 m NUp Rah 5L67p,f 5L67Pf Min
Automated Load Case W2: MWPR.S-Right(Up)
Dimbwed loads
Me 4r I inn 1amim2 Di.im Spend S.Lnvd FN lml Tdb Widb
Tap Dan 16313 NUp Rft No,:f N69p:f Min
TT 16313 #10 NUp Rah 51671nf 51.671sf Min
Automated Load Case W3: MWFRS-(Max Dn)
Dimibted Wads
Meter Iaaiml 1—nim2 Dinclim Saeid Sun Led FM Lwi Tnb Wldb
TW Geo 16313 NUp Rah 201 p:f 201p4 Min
Automated Load Case Wit: C&C(Suaion)
DLmibRacd Leads
Marhr 1—timl 1®ua.2 Dlrecllm Sw Lm E pent slilad Tnb Wimb
Tor,0W Y70 NUp Rob 117.75p'.f IB.75Rf Min
TT B70 16313 NUp. Rnh 117.751ef 117.75p,'f Min
1
TW I&M3 27-7 NUp Reh f9.14rsf &..141nf Min
TT 27-7 3U0 NUp Rah 6914po N14p:f Min
q This truss has been designed in acimla ewith ASCE7-05,145 mph, Exposure r— The building is Gable/Hip with Building Category IV P=
1.15), Mean Roof Height 37 ft, Overall Building Dimensions of 93 ft x 102 ft, Enclosure Cl us: Enclosed, CC Zone Width 9.30 ft. The left end
vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss is an End Zone Truss. This truss is not in a
Hunicam Pmneltegion.
Load Combinations
I Iad Cadn Ftla
1 DI
JDI+W3 Lou
�a=HGL(U75W'!ia 5 1 IbpO—""�"l
5 D1+0.75 W3 1.0m
7 0.61)+W2 Imo
Member Forces Summary raNeind..:MealeD.,maCSLn'au.isttaa,(.na�.f—ifdR—.inin,�n.aialr )
Wvi 1-2 am ..An 1h: 34 0.354 S'761d (N0IxH 56 aW 1.8121h, (I.r311k)
2-3 '712-1.4951In <5 ant I.17IG (-SMIh167 (MM 1,3621b, (-1521h)
rem 8A aim 01h 1411 07H-1,8121h Ibl3 0531-26511b
410 aw .1,3521Fs 11-12 nM -N71b, 1314 0693 an R,
Weh 1.14 0314 Lou Ik. Ib221k.1 311 0.'7� 51911h: (-237GIhl 310 n181 YN Ib. (011e) "hY LLXR 2'lMlin 41.6M
IIn)
1-IJ 0.199 9L1Fe ry1m1311 09512m2167 610 D891 8571ta
2-13 ROBS 1661h (-Sawn 4)I 0.383 1.1481v (-J561b1 69 0736 26151E (Awit")
112 am 3,J191b (8t R1 xii 06M 1.2161E (1.Cm 14.17-9 aw -2TH 1E
GUSSET PLATES
Additional No":
Theend ofevery chord segment shall belamced laterally perpendicularto the plane ofthe truss. Lateral brace shall be installed within 6" oftheend ofeach chord segment.
Indicates lateral bracing required perpendicular to the plane of the truss. A single symbol of this type indicates a mid -point. Two symbols of this type
indicate braces at the third points. The number in
parenthesis is the largest impressive fomeon the web.
Page 356 of 570
AILGFNFAALNO OF' DRAWNGPACK GESR BECONSDFAEDASANIN RALPARTOPMOCOMPo DMIGNP UM ..NOIE'MATTHE
Canaan Engineering
PROF£SSIONn JENMNEFR'S SE JNDICA'IES ONLY TATTHETRUSS ASSEMBLY SHOWN ON THIS SHEIT1'MFEIS THEMINNUIn MITICABIED61GN CRITERIA MR
1•IS3 cant
THE IAADS. LOADED CONDITIONS, MUSS MENBFR CONFIGURATONS. AND SPANS MTEO ON THIS SHISM
Ln pnuu. Cc Same
A y
Cameron Engineering
Truss: T30
Phone: 303 800 6750
JobName: SORG
xu
KeyBuild®System
Bmdscameron@yahoo.com
Daze: 09/26/10 13:44:53
KeyCmss@
System Cee6.018
Version: 1.183
Page: I of4
Report: Eng Plot
SPAN
PITCH QTY
OHL 61IR PLYS
SPACING WGT/PLY
34-3-0
0/12 2
0-M 0-0-0 1
48 in 264lbs
611_12
5-11-12 4-7-13 5-10-0
5-10-0
_ _5-11-12.
'� 611-12 —
—-11-11-] --'
-- 17-11-3----)-- 22-7-0 20-SO
_
( 3430
9-0-0
9-0-0
2-2-7
1
2
3 4
4
r
5
If5
6
7
])
46
4
<
13 12 11 10
9
14
8
0-0-0
0.00
-
5-11-12
5-1 U12 4-)-13 5.10-0
540-0
N511-12
2
11-11-7
1i-11-3 22-]-0 28-5.0
343-0 1
Cirtlex irtticue laterermnin web. Squvea
iMicxP Iereraw in cM1M.'Fateren"iMuLes Re nmlcrd/IOSDS fA1SH fsslcrcn �.vrtdvl m:cMvflk��. ErA VWie iMicw lh mnrhrNLsslerers
regvre6 Wleremmiimlimm mdlNoemllis
pnwi�vfime is mµrtd R<fttry GaeM Nua fv fwlntlmificnim Allvvvtl<slcvlerfu¢reris cvlaYalMlclh l9/SAISI SIcifcuimfv CddFm�d Ssl Dnipe MURtin WlemsP{i�g+at G16'nun
Mvrvvnf taer Mg �pnm 9116"�dn fvexM1eknU
Asl cvrated
CSI
Deflection L/
(loc) Allowed
'IC: RH2(I)
t amnUP L/9H
(6'0 L/M3
BC: am(13)
LL Us in LIM
(II-I2) L/M
W& am(I-13)
M. aw in
4
TCCmimonly Beata
13(71 Isn SHrir,=Min
Reactions
Summary
IT T IL BC
Bn,Wid Rruclim
JT BC M R. M GmvU ifl M..M msu ifl M C&:U ill
M Upiift MU Hinz
14 Pin(WU 1 I
tin Wan
14 1 I,N211:-1.8121s-2.9191b
-2,9191k -3.3D IIn
10 HRai ML) 1 I
tin 1,4811b
10 1 2Wi1bs Z4M as Asislb
d5851b
8 HRd1(WL) 1
tin 4311h+
8 1 mtB -2N IIn -1.4611b
d.4511b
14 Pin(WL) 2
tin 1,7421Fa
10 HRai MW 2 1
tin 259/Ik
8 HRai MU 2 1
tin ml1
14 Pin(WU 3 1
tin mftb
14 Pin(WU 3 1
tin -551 m
10 HadI(WU 3
tin L3WIb
8 HRtlI (WU 3 I
tin 3981k.
14 Pin WQ 4 1
2in 1,#I llr.
14 Pin ML) 4 1
2in {21bH
10 HRtl1(W1.) 4 1
2in 25411M
8 HRd1(WU 4 1
21n WO,
Page 357 of 570
ALLGEYFAALNOIFS Cams DRAWING PAC GESHA BECONSDERED AS AN[NaMRALPARTOFTHLS COMPONFNTUESIGN IXJCUMFNT. NOIE'IHAT"NH
Canemn Engincering
ine
PROFESSIONAL FNGPIFFAS SE NOcAM ONLY IHATTHEIRUSS ASSEMBLY SHOWN ONTHJS SH MFPIS THEMINP1UMAPP AB1EDESIGN CRGERIA FOR
1m Cue
THEE,IAADING CONDMONS.'IRUSS MEM1IBER CONFIGURATONS. AND SPANS MM ON TNIs SIffPF.
Is)753C CO Stan
Cameron Engineering
Truss: T30
ouw t
Phone: 303 800 6750
:
JobNann SURG
KeyBnild®system
Bradscameron@yahoo.com
Daze: 09/26/10 13:44:53
KeyT=SQ
System Gee 6.018
Version: 1.183
Page: 2of4
Report: Eng Plot
SPAN
PITCH
QTY
OHL OHR PLYS
SPACING WGT/PLY
34-3-0
0/12
2
0-0-0 0-M 1
48 in 264lbs
t
14 Pin(WL)
5
1 2in
mIaH
10 H Rd I ML)
5
I tin
1.41211m
8 HRdl OWL)
5
1 2in
40fi1H
14 Rn(WL)
6
1 tin
-LBIIIb
14 PinML)
6
1 tin
-I.BNIEH
10 HRdI(WL)
6
1 tin
-24NIh
8 .Ed OVL)
6
1 2in
4blld
14 Pin OVL)
7
1 2in
-Lmft:
14 Pin(WL)
7
1 2in
f l:H
10 HRaj AVL)
7
1 2in
-1.8191E
8 HRdI(WL)
7
1 2in
41M
Page 358 of 570
AILGFNFAAL NOTES OF'IHLS DRAWING PACKAGE SHAIL BE CONSDFAED AS AN VUEGRALPART OFMIS COWONFNTDESIGN COCUNINI'. NOTEMATIHE
Cameron Engineering
PROFFSSIONALENGRRERSSE4LVNDICATES ONLY THATMETRUSS
ASSEMBLY SHOWN ONYXES SHED NUNS THEM UNKRA APPIJCABLEDESIGNCRFORM FOR
Hn Co c.
THELOADS. LOADWG CONDMONS, MUSS I BFA CONFIGURATIONS. AND SPANS USI£D ON THIS SKEEL
Laploe, CO Sure
Cameron Engineering
Truss: T30
Phone: 303 800 6750
3obName: SURG
c.Tuvmuauc
KeyKeyTm System
Bradscameron@yahoo.com
Daze: 13:44:54
Key'Pnlss®
Cm 6.10
System Cm 6.018
Version: 1.183
Page: 3 of4
Report: Eng not
SPAN
PITCH
QTY OHL OHR PLYS
SPACING WGT/PLY
34-3-0
0/12
2 0-" 0-M 1
48 in 264lbs
in
91
I4 P0(WL)
a 1 Sin
-12A an
In H Ron MW
B 1 tin
d3851Fa
8 HR.1 Mw
a 1 21n
-Lw Ih.
Member
Material
CSI Bracing Max P
'
TgrCN IA
IffiIfi2-NWRniI
6'l12 SIea1N 21911t
CIitl4T""�"��m6162-54(m"l)
US
Ba Cgu
362516i-51 fNIMi1
3.MIW
ai5i 4a' >.an lE. a<.
Wd1-14
�IQN(5UWv
am 3,M
Wi6Ij
3651"J504i1
0� 2[0. Rn
am Ul9Id.111 (-3.a91F) -)�91q
Witiz;D3salazspix:I�B
nzm.— vml z9n is
W&2-1i
MSUV%(`D 0
an) Whmd-1.14ift
WS,j
bE16'yD 1311+H
'651� U-Fd. �tlk
Wcblll
36EI6LX Im Ei)
&GH Ur ATllb.
WOSII
RVs;UiJiial 101,E
Wcb 511
M1R-S4(MW)
ftt616t-511A�il
6654 Un1aW-1,56116,
W,b&1B
BAI$,163.NO3•
A'n5.��"�Ui�tr.:1 4a4s11a'�
W.6io
36S10z 4
nms 1int,raa BIaIi�
WFb_K9
3rn4.p
b51R33�L>i_6ij
=UA+nW-'-'—'IA
Web'!9
3W516Y31 Nki1
Um
61N U�umi SlBlhs
QlX)
Witi'FS
bE16LDj41611
_ aFr/�`ir"�—I,3131hs�
Loads Sununary
Load Case Lrl: Std Live Load
DiNni a clr t!S
Merrh, L iml
l—iii.2
D.,.' Saav1 Slenlmtl HJ t®tl Mia Wift
Ty Cal
Doren i'M IDp:f ARf oin
Ba cm
Dvvn PSI O1nr OP,r Qin
Page 359 of 570
ALLGFNf NOTESOFTHLSDRAWNGPAC"GESH BECONSmFAEDASANWIEGRALPARTOFTHLSCOMPONEM'DESIGNDCCU
..NOIEIHATTHE
Calremn Engineering
MOFESSIONA EINGCIFERS SEAL
WDICATES ONLYIHATTHETRUSS
ASSEMBLY SHOWN ON THIS SHFEIMEE'ISNUNTMUM APPUCABMDESIGN CRITERIA FOR
n53CasCM
THELOADS. TRADING CON MONS. TRUSS MEMBER CONFIGURATIONS. AND SPANS DSTED ON THIS SHF£T.
Wigmv. COS
r
Cameron Engineering
Truss: T30
`acl�
Phone: 303 800 6750
3obName: SURG
KeyBuild®System
BIad8CaDleroB@yahoo.com
Daze: 09/26/10 13:44:54
KeyTmss®
System Cee6DI8
Version: 1.183
Page: 4 of4
-
Report: Eng Not
SPAN PITCH QTY OHL OHR PLYS SPACING WGT/N.Y
34-3-0 0/12 2 0-0-0 0-M 1 48 in 264lbs
Load Case DI: Std Dead Load
BG Cat
W.m
RWx
la ref
10'r
Min
Automated Load Case W l: MWNLFLeft(Up)
Dimlbuled lmds
Mm t iml Imlim]
ui im
scrod
a.N Im1
ant Wtl
Tnb Wiah
TT 000 17-11.3
NUp
Rue
51.67p4
SL671ef
ain
Try 17a13 IF"
NUp
RLL
P.(9µf
3).f9pf
Min
Automated Load Case W2: M WFRS-RightNp)
Dimbuted leads
Mmic Imiml L-dm3
Dimim
Sm
selr m
En lm1
Tib Widh
TT Dao 17-IW
NUp
RNt
51.67Rf
5161 pit
Nl in
Ty 17-113 3F30
NUp
Rate
Mmpf
Empr
Min
Automated Load Case W3: MWN2S-(Man Dn)
Dutribincd Loads
Minix, 1 u11ml Lvaim2
DiuYim
s';d
sew Lvtl
FN L,n]
Tib Widh
Ty 17-113 3 sfl
NUp
RNe
2m pf
2011nf
al.
Automated Load Case W4: C&C(Suction)
Tay %sto 17.113 NUp Rate W.14p:f M14p:f Bin
TW M113 M6J NUp Re1x U7.75pL U7.Apf Bin
TT ID 3 3L30 NUp RWe 117.75Rf 117.75Rf 4N
I)This truss has been designed in accordance with ASCE7-05,145 rriph,Exposum C. The building is Gable/Hip with Building Category IV (I =
L15),Meal)RoofHeigh[ 37ft, Overall Building Dimensions of93ft x 1020,Enclosu aws:Enclosed, CC Zone Width 930 ft. The left and
vertical has not been exposed to wind. The right end vertical has not been exposed to wind. This truss ism End Zone Truss. This wss is not in a
Hurricane Pone Region.
Load Combinations
raw
am amUn,
am zM 16
am .1.1631b.
inxl.—M D.rl cst
east Al
6335 MIN
am -1.561 In
ff116N.`17HI:11041 l
fiammnadN face)
a" I:=
am70U
aim 3101h
Additional Notes:
The and ofevery chord segment shall be braced laterally petpendicularto the planeofthe truss. Lateral brass shall be installed within 6' oftheend ofeacb chord segment.
19 Indicates lateral belong required perpendicularto the planeofthewss. A single symbol ofthis type indicates amid-point.Two symbols ofthis type indicambra<zs az the third points. The numberin
parenthesis is the largest compressive Intel the web.
Page 360 of 570
ALL GFNFAAL NOI£6 S OF 7HDRAWWG PACRAGESHA RECONSDEREDAS AN WIEGRAL PARTOFTHIS COMPONFN!DESIGN DOCUMENT. N0THE Comecon Engineering
PROFFSSIONALEVGWFFlf55E4LINDICAIES ONLY IHAT'IHE'IROSS ASSEMBLY SHOWN ON'IHI.S SHFEf MEE1S THEMWN1UM MPLICAEIEDFSIGNCMFAIA FOR H9 CaeCm
'mE1DAD.S.W"NGCOWMONS,M1 Siff MCONMGURATONS.ANDSPANSDSrEDONMMS=.. Llvrm. CO al