HomeMy WebLinkAboutTRUSSTHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(24369-/ALL IN ONE CONCRETE - STE /CREEKSIDE KIOSK -- FT PIERCE, -
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSO
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
4 r
3X4(A1) _
R=823 11=342 W=3.5"
RL=98/-98
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, PART._ENC. bldg, not
located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC
DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 7.50 ft.
from roof edge. ❑APPROVED ❑ REVISE AND RESUBVIT
APPROVED AS NOTED ❑ NOTAPPPovED-RESU
Approval Is only for General Conformance with
concept of the project and does not relleve the Cc
'0 G�\v
responsibility for any deviation from the requirem
y
COXV
contract documents or spee%fications unless w3 Cor
specifically Informed the Engineer In
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writing of suC
S t
at the limo of submission and has obtained written I
the specific deviation. Approval shall not rolleve tho
of responsibility for errors or omissions In the she;
4X4 -
Contractor Is responsible for dimensions to be
2X4 0� 2X4
and correlated at the job site for information that
electrical and plumbing connections and for coon
Work to all trades Including utility suppllem.
4By: Date:
UK Structural Engineering, Inc.
+10-0-0
5XB =
3X4(A1) _
—I
20-0-0 Over 2 Supports
R=823 U=342 111=3.5"
Design Cr i t: FBC2014Res/TP I -2007 (STD) .g10A, PNM" ^a; 1..
PLT TYP. Wave FT/RT=20%(O%)/O(0) 16 M1�/��'',TY:10 FL/-/4/-/-/R/- Scale=.3125"/Ft.
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THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
Value Set: 138 (Effective 6/1/2013)
Top chord 2x4 SP H2
Bot chord 2x4 SP R3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2) 0.131"0" nails, toe nailed at Top chord.
Provide ( 2) 0.131"0" nails, toe nailed at Bot chord.
4 F —
2X4(A1)
i
R=-32 Rw=35
017 7 5 10-4-7
=3�
R=7 Rw=25 U=20(— 10-0-0
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, PART._ENC. bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
DAPPRDVED OREV13EARDRESuaW
O ASRDTM 13WrAP1PR0VW- RESulsesMp rrQtllelil
Approval is 0* for General Conformance with the.11Issil
concept of the project and does not relieve the ContiactoriOf
responsibility for any deviation from the raqulrement$ of the
contract doeumentss orep"'Wicatione unless tha Contractor boa
speciat thefltime of submission Informed the and has obtained vil iIn writing tten ppro ill of
the specific deviation. Approval shall not relleve the Contraactot
Of responsibility for errors or omissions in the shop dralMrge. Contractor Is responsible for dimensions to be confirmed and correlated at the job site for informauon that pertains to
sleotrlcal and plumbing connections and for coordination of
work to all trades including utility suppliers.
By: Dab: ------
UK Slnrehual Elgineerft Iris.
LE 1-4-0 >J
1-0-0 ver 3 6 pports
R=193 U=104 W=3.5"
RL=25
PLT TYP. Wave
Design Cr i t: FBC2014Res/TP I -2007 (STD)
FT/RT=20°%(0°h)/O(0) 16
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8�+'`�PM. H. k `
�• M1R/TY:8 FL/-/4/-/-/R/-
Scale=.5"/Ft.
••DARN INGI•• READ AND FDLLD� ALL WES M NIS DRAINNGI
••IRruNTAwr•• FURNISH THIS oAAn°R m ALL CDNT.CIES IM.1ilx° *HE INSTALLERS.
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10.0 PSF
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37.0 PSF
DATE 06/16/17
DRW HCUSR6666 17167005
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SEQN- 99067
DUR. FAC. 1.26
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ING 24.0"
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THIS DWG PREPARED INDIA COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS I.IFR.
Value Set: 13B (Effective 6/1/2013) 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, PART._ENC. bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.55
Bot chord 2x4 SIT #3
Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "138" uses design values approved 1/30/2013 by ALSO design.
Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50. -
Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. i
Provide ( 2 0.131"x3" nails, toe nailed at Bot chord. CIAPVROVEO
DAPPROMASNOTED ❑NoTTSAPPROI_ _
YED—RES U91'lfaalON REOUW
Approval Is only for General Conformance With ths.dee
concept of the proJeci and does trot relieve the contmctol
responsibility for any deviation from the requirements of
contract documents or 8pee6"(cations unless tira Contractor I
Specifically Informed the En®Ineer In WTftg of Such deviat
at the time of submission and has obtained Wrftn approval
the specific deviation. Approval shall not relieve the Contrac
Of rssPOnsibitily for errors or omissions in the shop draWin!
Conbactar Is responsible for dimensions to be confirm
and correlated at the Job site for Information that pertains
slectdcal and plumbing connections and for coordination
"* to aN trades Including utility suppliers.
4 R=58 U=26 11-0 7
1-3 15 Dab'
10-0-0 �rttWrral En&awngF Inc.
R=48 Rw=54 11=18
2X4(A1)
1_4_0�J
10-0-0 Over 3 Suppor%I
R=216 U=85 W=3.5"
RL=43
��Rglmnnll I{ununro.,
Design Cr i t: FBC2014Res/TP I -2007 (STD) F••���,,\P`�::•••..;,;`iQ`••g'
PLT TYP. Wave FT/RT=20°/G O°k /0(0) 16. 1�0'�Q6 3 './CctdY:8 FL/-/4/-/-/R/- Scale=.5"/Ft.
"WARNINGI•• READ MT FOLLW ALL NOTES N NIS RRA.INCI p 1 TC LL 20.0 PSF ••IYPoRTAM'• FURNISH THIS DRAWING TO ALL COMRA7mRS INCWDIN° THE INSTALLERS. pY �A REF R6666- 79402
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(24369-/ALL IN ONE CONCRETE - STE /CREEKSIDE KIOSK -- FT PIERCE,
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bat chord 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2) 0.131"x3" nails, toe nailed at Top chord.
Provide ( 2) 0.131"x3" nails, toe nailed at Bat chord.
2X4(A1)
L* 1-4-0
5-0-0 Over 3 Supports
R=281 U=104 W=3.5"
RL=62/-21
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBM I TTEO BY TRUSS UFR.
16U mph wind, 15.00 ft mean hgt, ASCE 7-10, PART._ENC. bldg, not
located within 4.50 ft from roof edge, RISK CAT II, EXP.B, wind TC
DL=4.2 psf, wind BC DL=5.0 psf. GCpi(♦/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
l6PAMYED 13P MEANDP U
AMMMAJIMM 0N07APPRDU®—!
M
R=114 U=51 +1
Me
is arly for 6oner-rl Conformance with tits .d"Ir
i the project and does not relieve the Con of
Hitt' for any deviation from the mquimmon of the
xumentsorspoi:01cationsunion ttlaCentre Amh"
f Informed the Engineer In writing of such d inflao
of submission and has obtained written app roval of
/ devledon. Approval shall not relieve the Cc tractor
Iblilty for errors or omissions In the shop dr wings,
Is responsible for dimensions to be co rmod
Ited at the job site for information that par Ins to
ind plumbing connections and for coordln; itlon of
trades including utility suppliers.
1-11 15 Pf. pate:_
NIX Shnctimd Emghteaft. toe.
10-0-0
R=86 Rw=87 U=29
Design Crit: FBC2014Res/TPI-2007(STD) a°��"��,,\Y"':..:.:;.T�""o�
PLT TYP. Wave FT/RT=20%0%/O(0) 16. \`BO''Qd 3 './C ft Y:8 FL/-/4/-/-/R/- Scale=.5"/Ft.
AN RW COMCPNY
^I,nRNINGI^ REAo AND NG TO Au. Ames ox Tills DXDING
••IYPoRTAM•• FYPXISH THIS OMM XO T° Ad LN TES ON S INCWXINL THE INSTALLERS.
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REF R6666- 79403
DATE 06/16/17
DRW RCUSR6666 17167007
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SE N- 99061
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THIS DWG PREPARED FROM COMPUTER INPNT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR.
ue Set: 13B (Effective
Top chord 2x4 SP #2
Bat chord 2x4 SP #2
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2 jj 0.131"x3" nails, toe nailed at Top chord.
Provide ( 2 ) 0.131"x3" nails, toe nailed at Bat chord.
ROVED ❑REvisEADRm Resu=r
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Date:
MK Structural Enaln e. le _
2X4(A1)
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, PART.-ENC. bldg, Loca
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
7-0-0 Over 3 Supports -�
R=352 U=130 W=3.5"
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Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bat chord 2x4 SP #2
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
4 r
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THIS BOB PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, PART.-ENC. bldg, not
located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC
DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 7.50 ft.
from roof edge. 13APPROVED ❑ REMSF AND RESUBNrr
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work to ati trades InchWiag utility suppltera,
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(24369-/ALL IN ONE CONCRETE - STE /CREEKSIDE KIOSK -- FT PIERCE, - F
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 :T2 2x4 SP M-30:
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-5-2 overhang.
End jacks have 7-0-0 setback with 0-0-0 cant and 1-5-2 overhang.
Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-5-2 overhang.
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, PART. _ENC. bldg, L
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind
DL=5.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS.
#1 hip supports 7-0-0 jacks with no webs.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
❑APPROVED ❑ REVISE AND RESUBW
13APPRovEDA4noTED ❑marAPPROVED-REm
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concept of the project and does not relieve the Cow
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at the time of submission and has obtained written a1
the specific deviation. Approval shall not relieve the (
of responsibility for errors or omissions In the shop
Contractor Is responsible for dimensions to be I
and correlated at the job site for Information that p
olactrical and plumbing connections and for coord
work to all trades including utility suppliers.
Date:
Engineering, Inc.
10-0-0
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R=1526 U=665 W=3.5" R=1526 U=665 W=3.5"
Design Cr i t: FBC2014Res/TP I -2007 (STD) 11- f, lV, . GOy4.
PLT TYP. 20 Gau a HS,Wave FT/RT=20% O% /0(0) 16 dl� '•i R/�`b�QTY:2 FL/-/4/-/-/R/- Scale=.3125"/Ft.
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illiam H. Krick Lic. Number 70
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Iue Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2
Bot chord 2x4 SIT #2
Webs 2x4 SP #3
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
ROVED ❑ RIEVrSEAND RESuaW
ROVED AS NOTED ❑ NOTAPPROVED_ RESUa MMIN REGURCt!
Oval Is Only for General Conformance with ths_deslgn
Pt of the project and does not relieve the Contractor of
risibility for any deviation from the requirements of the
let documents orS11190 cations unless tl!3 Contractor has
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time of submission and has obtained written approval of
scific deviation. Approval shall not relieve the Contractor
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Icter Is responsible for dimensions to be confirmed
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all trades Including utility suppliersfor eogrdlon of
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THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
160 mph wind, 15.00 ft mean hgt, ASCE 7-10, PART. _ENC. bldg, Loca
anywhere in roof, RISK CAT II, EXP B, wind TICDL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.55
Wind loads and reactions based on MWFRS.
Hipjack supports 7-0-0 setback jacks with no webs.
Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord.
Provide ( 3 ) 0.162"x3.5" nails, toe nailed at Bot chord
3X4 : �12-4-4
R=211 U=157 T
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10-0-0
R=356 U=80
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R=401 U=192 W=4.95"
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