HomeMy WebLinkAboutTRUSS PAPERWORK® 's 7
Lumber design values are in accordance with ANSUTPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
To
RE: 70324 - Chimps Mezzanine MiTek Industries, Inc.
6W Pads East Blvd.
Site Information: Tanpa, FL 336104115
Customer Info: RK DAVIS CONSTRUCTION Project Name: CHIPS MEZZANINE Model:
Lot/Block: Subdivision: SCANNED
Address: 16891 CAROLE NOON LANE BY
City: FORT PIERCE State: FL
-St. Lucie County
Name Address and License # of structural Engineer of Record, if there Is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2007ITP12002 Design program: MiTek 20120 7.2
Wind Code: N/A Wind Speed: N/A mph . Floor Load: 145.0 psf
Roof Load: N/A psf
This package includes 2 Individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that 1 am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal#
I Truss Name
I Date
1
T4231080
IFLA
12/2/011
2
IT4231081
JFL8
1 12J21011
The truss drawing(s) referenced above have been prepared by MiTek
Industries, Inc. under my direct supervision based on the parameters
provided by Chambers Truss.
Truss Design Engineer's Name: Albani, Thomas
My license renewal date for the state of Florida is February 28, 2013.
NOTE:The seal on these drawings indicate acceptance of
professional engineering responsibility solely for the truss
components shown. The suitability and use of this component
for any particular building is the responsibility of the building
designer, per ANSUTPI-1 Sec. 2.
pOPs..... 4449'
���`. GENs .•q �.
93 0
9_. STATE OF
RIOP,
FL Cart. 6634•
December 2,2011
Albani, Thomas 1 of 4
Job
Truss
Truss Type
Gly
Ply
Chimps Ma zardm
-
T423106
70324
FLA
FLOOR
65
1
I 1
JoS92520il bnel
Chambers Tnaa In., Fad Pierce FL 34982
7250 • Au9 26 2011 N§TNt Irldsvias, Inc• Frl Gee 02 OB:65:182011 Pe
ID:8d-9e-9mPWLOggry9Yd75>LaW-FX-MDJFD:i &VrT8tepvMNUO_6MR7Bx1
OSO
HI 2.52 Pill! 2'" Fri
. 1:126
414 =
&4 = 4x4 = 2a3 11
3a4 =
exq = ere II 476 = 213 11 2a3 II Sae FP=
21011 4as = 2011 mm =
1 2 3 4 5 6 7 It 9 f0
11 12 13 14 16
401
24 23 22 21 20 to
18 17 1s
213 II 6x10 = 4a8 = 3ae FP= 04 =
4a9 = 6300 = 2x3 II
3a8 W9=
414 =
1148-0 3430
24 -
1 ." 1-0-0 -0e
i 4!0
Plete Offsets
1:0.1.8 E ;0-1-8 E 8;0.1.8
0-0-015:0.1-8 E 18:0.1.8 E 1901.8 20xf4.8 E '
LOADING(pst)
SPACING 1k0
C81
DEFL In
(DC) Vdafi L/d
PLATES GRIV
TCLL 125.0
Plates Iroreave 1.00
TO 0.76
Ve0(LL) -0.4419.20
a840 48D
MT20 244/190
TCDL 10.0
Lumberincrease 1.00
SC 0.08
Ved(rL) -0.6519.20
>5m 360
BCLL 0.0
Rep Stress Inv YES
WB 0.55
Horz(TL) -0.11
16 We " We
BCDL 10.0
Code FBC20D7/IPI20D2
PUN
Weight: 141b FT=O%F, 0%E
LUMBER BRACING
TOP CHORD 4X2SYP M30-Exoept• TOPCHORD
SWcturel wood steethilg d"yeppliedorB80ocpurens, except
4.9:4 X 2 SYP M 31
end verticals.
BOTCHORD 4X2SYPM30 BOTCHORD
Rkodmi®rg*evyaWiodw2-2-0ocbmdrg.
WEBS 4 X 2 SYP N0.3 •Except•
1-23,15.17:4 X 2 SYP M 30 -
OTHERS 4 X 2 SYP No.3
REACTIONS (bkko) 15=173105.8 (mia 0.1-8), 1=1731IP58 (min. 0.1.8)
-
FORCES (b)-Max. ConrpJMax.Tan.- Allforces 260(b)orless exeapt when shown.
-
TOP CHORD 1.2= 214910. 2-3-2143M, 3-4-214310, 4.6-4801A1, 54=480110, 8.7=5479M,
- -
7.8a6479R1, S-9-647W. 9-10>5479/0, 10.11--48 0, 11.12-4800Po, 12.13= 2143M.
13.14x-2143N, 14.15= 2149,0 1'
BOT CHORD 22-23-arSQ6. 21-22=015383, 20-21 U/5383,19.20-0/5479, 18.19=0mm, 17.18-003696
WEBS 7.20-716W%8-t9r712=,1-23=2828,3-23-322fl. 4-23-1944M, 4-22=011383,
.
5-22}348M. 6-22---854/0, 6-20a481/951,15-17--af2fi28, 13.17=3212,12.17=1845M,
12.18-W382,111-18=.34SO, 10-16=85700, 10.19=d811947
ES
2)RReoor�Bn Unbalancedfloor agb at 0-0.0
S A.
qCe,,,��
eeddgge; spaceddW oc and fastemd to each him with 3-10d(0.131•
em
X3•) naltc. SOor tobe,�`,QC•'Pe N,
S�'•.'9
attached to wabat their outer ends or m--*Wiwi byother nremm
Gap
.0 • \ i�
3) between Inside of top chord bearing and first diagonal orvediral web "not exceed 0.5001n.
•'
39380
LOAD CASE(S) Stallard
: * ;•
• ATE
„
0ORIQp'•N
C�%
�
FL Cert. 6634
December 2,201
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Job
Toss
Trust Type
CNmpo MemNnc
T4231081
70324
FLB
FLOOR
10ty
64
17,
Job Rsf*roxxo opthroil
Chambers Tnea Inc., Fad Pierce R. 34982
7250 a Aug 252011 MiTok Ind odes, Inc. Fri Doc 02 08,65:192011 Pagi
ID:&LOSSjmPWLOBgrg9Yd75z_OLJ-M fjKtViBaNEe7PedzDDWm5n7RAfUIxT
080
Ht 232 i 2+_Q
�
, 1-2-0
Bwb.1:432
314= 414=
2,4=
ad = 2K7 II 415 = 2%3 II 2x3 11 30 = Us FP= 232 II Ord = 2Ki II - ®a = at4 =
1 2 3 4 5 a 7 e 0
10 11 12 13 14 2515
24 23 ` 22 21 20 19
19 17 18
2K111 Snid= - 4A 3x9FP= 4x4= 2K1 II
419= 5x1o= 2K111
sa W0=
1 30 1
1 -0.0 1-0O
- 10,40
Plate Offsets
1d)-1A E x1.1.8 E 8:a1.8
E 14:0.1.8 E 16.1}7-0 E 19.0- -80b0 :0-1.8
LOADING (psi)
SPACING 1-0-0
- Cal DEFL in
(loc) IkM Ltd
PLATES CRW
TOLL 125.0
Plates Increase 1.00
.TC 0.79 VeitW -0A7
20-22 >587 380
MT2D 244/190
TCDL 10.0 +
Lumber Increase 1.00
BC 1.00 Vert(TL) -0.67
2022 2485 240
SCLL 0,0
Rep Suess Inc . NO
WB 0.62 Horz(TL) -0.10
14 We n/a
SCDL 10.0+
Code FBC2007/rP12002-
(Mall&)
Woight:138b FT=0%F,09UE
LUMBER BRACING
TOP CHORD 4 X 2 SYP M 90'Except' TOPCHORD
Stmdtnel wood sheathing d'xecityappred w6-0-0 oc pudhs, except
1-9: 4 X 2 SYP M 31 1
end velticals.
BOT CHQID 4 X 2 SYP M 30'Exoept' BOT CHORD
Rhod cel&g dietltyapplied or 1060 oebracing.
16.21:4X2SYPM31 '
WEBS 4 X 2 SYP No.3*Except'
1-23,14-17:4 X 2 SYP M 30
OTHERS 4 X 2 SYP No.3
REACTIONS (b/slre) 14=172810.5-6 (min. 0-1.8), 1=1mo" (min. 0.1-8) .
Max Grav14-1728(LC 1),1=1683(LC 2)
FORCES (Ib)- Max. Comp.Mlex. Ten. - All forces 260 (b) or lose except when shown.
TOP CHORD 1.2- 2083/0, 23. 2077/0, 34-2077N, 43=4608M, 64L-4608/0, 6.7=-5171/0,
7.8— 51711D, 8.9_ 4598f0, 9.10=459SD,10-11=451M10, 11.12=-207711), 12-13=2077i0,
13.14--20M
BOT CHORD 22.23 0/3%7, 21.22=015122, 2D-21=015122,19-20=0/5171, 18.19=015171,17-18=013587
WEBS 7.20=823/331, 1-2302547, 3.23_-3M, 4.23+18M, 4.22=M303, 622-345M,
6-22o-8041%6-20=543882,14.17-0/2548,12.17-43MI6, 11.17—lem, 11.18=011291,
/
Enbelanced
�.Z.� P('i Ce9 s��i
1) U floor We loadshave been considered forttdsdeaign.
2) A+following basic load indicates
E IV S
�' '
a that the load has been moddiod in one or more bad cases. �� ,•'• ;�j^
3) Load 1, 2, 3, 4, 5 hasMave been modified. Building designer must review bads to verily they era coned for the handed uss 3938
adeasels)0
of
4) Recommend 2x6 stmngbacks, on edge, spaced at 10-0-0 oc a7dfastoned to each tn60 with 3.10d (0.131• X 7) raib. Shorrigbadm tibe
attached to walls at their outer ends or restrained by other means.
5) Gap between inside of tap chord bowbg and first diagonal or vertical web shall not exceed 0.5001n.
LOAD CASE(S)
1)Floor. Lumber lncease=1.0% Plate hhceasa=1.00
O • T E
•
: ,
ivFS • O F1
Unyomh Loads M
�lloor rtbe� 1i 1.00 Plate
.
,i0�jr %%
2)1st unbalancedLu0.
xxsase bcrease.1.00
N A11
Uniform Loads (1>In
Vert: 16-24-10, 1.14-135, 14-25-10
3) 2nd unbalanced Floor. Waterfraoasa�l.0, Plate hraease=1.00
FL Celt. 6634
December 2,201
Calalnued on page 2
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Ed4IY INama2m walotxe hero final Plate hd6ide. 781 N.Isosneot. Sdh312 Netoaxla VA22s14. T4mpa. FL93910J716
LOAD CAW43)
Urform Loads tD0)
Vert: 16-24— 10,1.14g10, 14-25m135,15,25+-125
4) let chase Floor: LmrMr kwreese=1.00, Plate kwres a 1.00
Urtl(onn Loads A
Ved: 16-24-10,1.0-135, 8-14-10, 14.25g-10
5) 2nd draw Floor: Lumbar Inmaso=IM, Plate Ylwaea=1.00
UNlorm Loads OM
Vod: 1624-10,1-7=-10, 7.14-135,14.05 10
,ONA$ S%%%%%"141111111,
FL Cert. 6634
December 2,201
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Symbols I
Nurvibering System
General Safety Notes
PLATE LOCATION AND ORIENTAiION
Failure to Follow Could Cause Properly
1 3/0 CehTer plate on Joint unless x, y
offsets are Irldleated.
&A-8 dimensions shown In ft-in-sixteenths
Damage or Personal Injury
Dimensions are In ft-in-slxteenths.
(Drawings not to stole)
Apply plates to both sides of truss
1. Additional stability bracing for truss system, e.g.
and fully embed teeth.
diagonal or x-bracing. Is always required. See SCSI.
1
0' /lfir
2. Taus bracing must be designed by an engineer. For
braces themselves
1 2 3
wide thus spacing, individual lateral
TOP CHORDS
may require bracing, or attemative T, I, or Elunnator
bracing should be considered
s
EI-stack
WEBS
3. Never exceed the design loading shown and never
materials on Inadequately braced trusses.
No4
O
4. Provkle copies of this huts design to the bulitlY p
For4 x2 orientalttion, locate=
designer, erection supervisor. property owner and
ail other Interested
plates 0-'68 from outside
a- O
parties
edge Of 1RISs.
5. Cut members to bow tightly against each other.
cwa
am
O
~
80iTOMCHO D
6. Place plates on each face atin=ateach
This symbol inailna,Ttes the
8 7 6 5
Mint and embed fully. mots and wane of Joint
required direction of slots in
loarotlons ore reguWte byaNsl/ml t.
connector plates.
7. Design assumes tmsseswm be suRabty protected from
the environment n accord wNh ANSUTPI 1.
Plate location details available in MR®k 20/20
601twWo of upon raqued.
8. Unless otherwise noted moisture content of lumber
JOINTS ARE GENERALLY NUMBERED/LFTiERED CLOCKWISE
shaft not exceed 19X at time of fabrication.
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
PLATE SO
THE TEFL
9. with � retardant preseeriv Live trtreatteed oor preenor
sssslryy
lumber.
The first dimension Is the
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
Ig and is
`abriicator
4 X 4 width measuredperpendicular
responsibilityOfj,�f Gene�procticeIsto
to slots. Second dimension Is
camber for dead bad deflectiom
the length parallel to slots.
Vie,
11. Plate type, orientation and location dimensions
PRODUCT CODE APPROVALS
Indicated are minimum plating regWremenh
LATERAL BRACING LOCATION
ICC-ES Reports:
12. Lumber used shall be of the spades and she, and
Indicated by symbol shown and/or
by text in the bracing section of the
ESR-1311, ESR-135Z ER5=, 9604%specified
95-43, 96-31, 9667A
NER-487, NER-661
In 61 respects, equal to or better than that
13. Top chords must be sheathed or puMsprovded at
output. Use T, I or Eliminator bracing
spacing Indicated an design.
H Indicated.
95110. 84-32 96 b7, ER 3907, 9432A
14. Bottom chorcls require lateral bracing at 10 ft. spaehe
. BEARING
or less, if nocalling B testa fled unlessothenvbe noted
15. connections not shown are the responsibility of others.
Indicates location where bearings
(supports) occur. Icons vary but
aD 2006 MReM All Rights Reserved
16. Do not cut or altertruss member or plate without poor
approval of an engineer.
oint
reaction sectionearings
-
- °' T�f�
occur
number where bearings occur:
17. Install and load vedica9y unless Indicated othembe,
•
-
18. Use of green oftreated lumber may pose unacceptable
environmental, health or performance rids. Consult with
industry Sfasndardr
project engineer before use.
ANSI/TPii : National Design Specification for Metal
T9. Review all portions of this design (front, back wads
Plate Connected Wood Truss Construction.
■ ®
and pictures) before use. Reviewing pk:Nres alone
is not sufficient'
DSB-89: Design Standard for Bracing.
�'�®�
BF3: Building Component Safety Information,
e%•
20. DesW assumes manufacture In accordance with ,
Guide to Good Practice for Handling
Installing & Bracing of Metal Plate
POWER ra pERFORAG�
AnlsUR I Quaff Leda.
Connected Wood Trusses.
MITek Engineering Reference Sheet: MII-7473 rev. iww