374762 (SFD) Truss CalcsTRUSS DIVISION
THE A.C. HOUSTON * LUMBER Co
'Lumbermen Since 1884-
83-490 Indio Boulevard
.Indio, California 92201/(619) 347-9754
HOUSTON LUMBER CO.
INDIO, CA
GTI U.B.C: STANDARD; 25-17
Q SECT. 25.1738&39
NER-275
(:QUALITY, :AUDITED BY
TIMBER PROD -OCT") INSPECTION, INC.
CONTRACTOR.:�� �X %
JOB 'NAME:
JOB ADDRESS:
HYDRD,AIR'
.O b. 733.1 A twa �w+oi(A7�77 i {!Oq 7tS3073 a PDQ S.T-7 SSI
CONNECTOR PLATE CODE APPROVALS:-
BOCA
86-93
HUD/FHA
TCB 17.08
Ic8o
1591
SBCCi
8712
Wtcrrntt "R
a7nndn nl
TOTAL LOAD DEF O JOINT 4 = 0.130-
L/DEF=999 Lre 163.0 REC CMBR= 0.17"
TOTAL LOAD HOR DEF = 0.000"
12
4.00
2
4X4 —
12
Q 4.00
5X6 —
4
UBR FORCE IBR FORCE
2— 4 305
a_
0
f
WBR FORCE LUMBER S.,L_UT I ON
TOP 2X4 DF—L 11.
BOT 2X4 DF—L 1.
WEB 2X4 DF—L 3.
ENG VER:3.200
DATE 5/ 9/91
JOB ID DH14TH
SHEET OF
t Cont. 1X4 Loterol Breg—No1:I r/2 -8d Com 0/A SPAN.14—, 0— .0 (FT. INCHES. 16THS) SCALE= 0.375/1'.0
hANOLING AND ERECTION
r•an�t.ng and Enteron are not the tespons•Dihy of the designer
nr me Date manufacture
Tn;sses are to be hancled wan part tear care during band.nq
a"lot Duna.nq. delivery and ns:anahon to a.oie elan a;e.
Temporary and-errnanentbracing for horC.nq trusses in a
atra.ghl and pturnb posit .On. and lot res.sung lateral laic*$ Shad
be o..igned end irstaued by otht tS.
•Careful andtnq is essential and electron bracing is aI-sys
re^.cued. Normal precautionary act -On let tnrsse$ r4l0vires
such temporarybraanq durng uls:altatron between trusses to
a.ad IopplY.q and oomw".
. Tne wxnrsron of electron of trusses Shan be under the control
Of berSons C.";enc ed n me ins
:at:anon of trusses Prates•
s•o'at ad.ica shad be sought.? needed
. ConC.ntratol at Construeton lo.o$ greater than Inc de S.qn
loads Shan not W apol•td to trusses at any trine.
NO IOads other tan Ine w.ignt or Int hectors shall be applied
Ie trusses until 098 a0 I►stsniNg and DtaCng .S completed.
DESIGN INFORMATION
Des•gn mnee:s ..in the la:est te,,is.on of: Natonat Des.gn Spee -
trcatron For Stress Grace Lumber and Its Fasten✓+Ss. oI tnt
National Forest Products ASsoeial.on. and Design $pec.f.ca-
tans lot Lrgnl Metal Pate Connected Wood Trusses. 01 11-e
Truss Pate Inftrlule ITPII.
NOTE
1 Connector, plates Sall be located on bath laces of Int truss
with nits properly imbecoed and shall be $ymmett.eat about
the jo.n1 uNtss other-rs* shown.
. 2.AII braCng and electron itCOmmenCal.orlf are to be Iona -ed
in accordance ..In bracing of vood-trusses E%VT 76 of TPI.
.7.1f an ,nOnridval trussed una Ie h fres more than one truss.
trusses shall be fabricated as a separate un.L then a.led or
boil CC logever as noted,
a.Tne oes.gn assvrnes compression chaos Itop or bottom) are
Continuously braced by aheatr a g. Where bottom ehabs an
tension art not Ivry braced by a propery, ap0e•to Irq.d ced.nq.
they shoule be mated at a mai.mum spaeng d 10. 0" o e.
MATERIALS AND FABRICATION
• 9 r kit kit n I t r
t Oti t e to
Pates snag not Dt ns•a e. a e e s o d s o d
n
S,30%. rn
. Meptrs shin I
De Cul 0r 1p t f.tt.n q -ooe to wood
bea•nq.
•PatecettterWnes and pent centerines s+aD eo.ncroe e.teW as
Otherw.se sho-n.
•DOuDr cuts on wa mtmptts $ran meet at the centerines of
Intw JS un4fs Olntrw.St shown
-An m .le,WS art n aCCOrCaMtO -.lh the 3DOI-Cab1e S*C:ron on
maler.ats of tnt TPI Des.gn Sxe•f.Cafrons
-Fastener Saes Sho-n art aCtual 111410SCluted Saes and eay
need tO De Kreased n S.ft for Clina.n hanCIng and/or ertC-
bon proce--tes
•Camper as SnO..n on INS erawng IS that It:*mr enetd for
normal concdrons OI tcadng anc lab.rca:ron Camber may b*
rtre Seo at Ira 0;11-0^ 01 he apnC310f or aten.:eCI
THE A.C. HOUSTON CUMBER Co.
..turrlbanitn S. -Ce ISS.f' I .
83-4901ndio E:0ulev3fd
Indio. Caliro:,ia 522CWjE19)3=7-975f
s DES I OR LOAD
IBR LEN
FORCE IBR LEN ..a2CE
TOP LLc:— 32.0 PSF
1— 2 7.08
—2697 3— 4 7.08 2432
TOP DL= '28.0 PSF
2— 3 7.08
—2697 4— 1 7.08 2432
EOT LL= 0.0 PSF
BOT DL= 45.0 PSF
1
2
3
OUR OF LOAD INC 1.25
SPACING 12.0 IN 0/C
PLATE : HYDRO—AIR
��
STANDARD LOAD
JT
JT LBS SECTION PSF
2 993.0 NONE
JT REACT MIN SRG CANT
1 1210. 3.50"
3 1210. 3.50"
TOTAL LOAD DEF O JOINT 4 = 0.130-
L/DEF=999 Lre 163.0 REC CMBR= 0.17"
TOTAL LOAD HOR DEF = 0.000"
12
4.00
2
4X4 —
12
Q 4.00
5X6 —
4
UBR FORCE IBR FORCE
2— 4 305
a_
0
f
WBR FORCE LUMBER S.,L_UT I ON
TOP 2X4 DF—L 11.
BOT 2X4 DF—L 1.
WEB 2X4 DF—L 3.
ENG VER:3.200
DATE 5/ 9/91
JOB ID DH14TH
SHEET OF
t Cont. 1X4 Loterol Breg—No1:I r/2 -8d Com 0/A SPAN.14—, 0— .0 (FT. INCHES. 16THS) SCALE= 0.375/1'.0
hANOLING AND ERECTION
r•an�t.ng and Enteron are not the tespons•Dihy of the designer
nr me Date manufacture
Tn;sses are to be hancled wan part tear care during band.nq
a"lot Duna.nq. delivery and ns:anahon to a.oie elan a;e.
Temporary and-errnanentbracing for horC.nq trusses in a
atra.ghl and pturnb posit .On. and lot res.sung lateral laic*$ Shad
be o..igned end irstaued by otht tS.
•Careful andtnq is essential and electron bracing is aI-sys
re^.cued. Normal precautionary act -On let tnrsse$ r4l0vires
such temporarybraanq durng uls:altatron between trusses to
a.ad IopplY.q and oomw".
. Tne wxnrsron of electron of trusses Shan be under the control
Of berSons C.";enc ed n me ins
:at:anon of trusses Prates•
s•o'at ad.ica shad be sought.? needed
. ConC.ntratol at Construeton lo.o$ greater than Inc de S.qn
loads Shan not W apol•td to trusses at any trine.
NO IOads other tan Ine w.ignt or Int hectors shall be applied
Ie trusses until 098 a0 I►stsniNg and DtaCng .S completed.
DESIGN INFORMATION
Des•gn mnee:s ..in the la:est te,,is.on of: Natonat Des.gn Spee -
trcatron For Stress Grace Lumber and Its Fasten✓+Ss. oI tnt
National Forest Products ASsoeial.on. and Design $pec.f.ca-
tans lot Lrgnl Metal Pate Connected Wood Trusses. 01 11-e
Truss Pate Inftrlule ITPII.
NOTE
1 Connector, plates Sall be located on bath laces of Int truss
with nits properly imbecoed and shall be $ymmett.eat about
the jo.n1 uNtss other-rs* shown.
. 2.AII braCng and electron itCOmmenCal.orlf are to be Iona -ed
in accordance ..In bracing of vood-trusses E%VT 76 of TPI.
.7.1f an ,nOnridval trussed una Ie h fres more than one truss.
trusses shall be fabricated as a separate un.L then a.led or
boil CC logever as noted,
a.Tne oes.gn assvrnes compression chaos Itop or bottom) are
Continuously braced by aheatr a g. Where bottom ehabs an
tension art not Ivry braced by a propery, ap0e•to Irq.d ced.nq.
they shoule be mated at a mai.mum spaeng d 10. 0" o e.
MATERIALS AND FABRICATION
• 9 r kit kit n I t r
t Oti t e to
Pates snag not Dt ns•a e. a e e s o d s o d
n
S,30%. rn
. Meptrs shin I
De Cul 0r 1p t f.tt.n q -ooe to wood
bea•nq.
•PatecettterWnes and pent centerines s+aD eo.ncroe e.teW as
Otherw.se sho-n.
•DOuDr cuts on wa mtmptts $ran meet at the centerines of
Intw JS un4fs Olntrw.St shown
-An m .le,WS art n aCCOrCaMtO -.lh the 3DOI-Cab1e S*C:ron on
maler.ats of tnt TPI Des.gn Sxe•f.Cafrons
-Fastener Saes Sho-n art aCtual 111410SCluted Saes and eay
need tO De Kreased n S.ft for Clina.n hanCIng and/or ertC-
bon proce--tes
•Camper as SnO..n on INS erawng IS that It:*mr enetd for
normal concdrons OI tcadng anc lab.rca:ron Camber may b*
rtre Seo at Ira 0;11-0^ 01 he apnC310f or aten.:eCI
THE A.C. HOUSTON CUMBER Co.
..turrlbanitn S. -Ce ISS.f' I .
83-4901ndio E:0ulev3fd
Indio. Caliro:,ia 522CWjE19)3=7-975f
DESIGN LOAD
TOP LL= 16.0 PSF
TOP DL= 14.0 PSF.
BOT LL= . 0.0 PSF
BOT DL= 10.0 PSFI
+51SF RM=- Of TAM
IN AXIAL STRM OLY
DUR OF LOAD INC 1.25
SPACING 24.0 IN 0/C
NIN-STA)IDM LOAD
JT LBS SECTION PSF
NONE NONE
JT REACT WIN ERG
1 .697. 3.50"
5 697. 3.50"
MBR •
LEN FORCE
1- 2
4.77 -1549
2- 3
4.72 -1064
3- 4
4.72 -1064
4--.5
4.77 -1549
HER LEN FORCE MSR FORCE MSR FORCE MBR FORCE. LIMBER SOLUTION
5- 6 9.96 1377 2- 6 -395 3- 6 .390 4- 6 .-395
6- 1 9.96 1377 TOP 2X4 DF -L #I,
BOT 2X4 OF -L X11,
YES 2X4 OF -L #3,
5
3'
4.006; 2 4X4 - 4 V4.00
1 2X4 \ 2X4 / 5
in 3X4 - 3X4
CD In
i..
met,
CS
5X6 -
6
In
Cb
b
ENG VERs 3.085
DATE 10/23/90
JOB ID GLHH2O
SHEET OF
,3 f'
0/gA SPAN 20-1-0- 0 II NN(FF7T, INC
HES.
I STHS) SCALE= 0.125/1.0
'%t=RUE 3�JORECO�
hAhI0LING AND EKCI.ON
DESIG,a INFORMATION
MATE RIALS Aho FAIINICATION
handl.ngan.l Etactw. Otnol the nspa,14II-17 Of deagnsr
e
nat O•n Spe.
Des.gn Masts the lf h atCag
at.sl t•..s•On o
pr
*Notes Shan nut D• nsiv.aW a
J 0.•1%16411, •...Iroise u•sw.le
m Ina Nale manirl.Ctvn •
tcdgn Fol $IIUS G.ace Lurroa/ and Its f all, -1, OI Ina
glen aHmOpa analt Do Cul fur lynl 4111ny .%,A lu wuW
T:a a1. IO be h+1ow .•m pall,cutar Cate Oaring Dandlnq
hdonat Fonts plOau[IS AcfoWt.On and 0•sgn $oae.lrea•
D•ar nQ
..._ _ • .. _ _ . •
,Morar Dundt. d.ynr aro.Mlaltat.On to a.ad4ama a
nq. t a
bons tot I. t Metal pial• CCcnnectao Wwo Tlvtfa. Ot 111.
•oU4tanlattnst aro rO.nt Csnleatrlas►hau cuaKCs msC.yl as
_- :•
a rF
tempOl *'V a. Dl aClhg lar hOidnglruf USlna
a - eight and pluM4 pos44A and lot 1•uat1t j IVA(al IQ -Cos shall
Truss plate nthtYla►Tpll
NOtE
OIMt..fa Sho+nLJf�%L+•a._.1
•D0.1D1 Cvtf 011 ..v mempsy span meal at W C•nlulnas OI
T r
-,?!E
D. o."ned erb nalaa.4Oy om•rf
I Connector Owes shalt D. located on Dorn lac•t at Ind cuss
Ina . is.nl•> olnel..ss sho.n
d: 1
J� i RH I t I MPI'\ •
L � L.1rr Va i bV! � s�+
•Car.tyl h3/dlrlg rl n64m.d aro ar eclron Onenq LL 31.31{
IOr a
.ah na if propalq uh0.O4.0 aro shall p• t►mmellY al lDOut
•AU m .1.1.3116 aIe n ac CO.O.ACe ..In the appeCaae section on
mala.aRplln.TplOasynSp.c.4Cal.On►
, aI
I'LL= .-wm.BRSirba 4"
Iwssea vret
1 rad No1mN q
•Q.. yeewtwn I 3Clrat
such t.mpoNry DIaC Qum nflalla[.pn peMMn IrvKsf 10
IM IOnlumilstathelwraeshown
2 All Dl1C and U•c1wn.HtOmth•ndslgnf ala t0 W I011w..d
•Fast•n•t utas snu.n an actual manufactuted w.s aro end,132
,
Fw•tiri. Iij°C GJ0;4Y3.'d
a.o.4 topping and*0.^3.ngg
naccord�anCe..m D.acrng OlwocatwiMs BwT)6of T➢I
Med to Do.M1•asedn a•ls for Carlen hanatusg a1.0101,19C
'
•Tn. fypal..tAn Of.t.cl.:n Ol llus,es 0411Ds.ndat Ina Control
•,,11 an Ittim"C.al 11.64.4 unit requires W410 "A one II.M.
Ilion play allyl of
211 t•a l ft •r"G-r—a
�"'O �`I;O•:'$ ��ri. �lZ3lJa 1'.. �+
C, tp•Ison, •Ips n.n;.a n th• n,utupU 01 dvS,H violas•
u.s,a, sivll b IaGca44 al a sa,'vrate unit. thn na.4a d
•Calhoel as sho.11 un In.s ala+ng .► that ncommanwa Iw
nO.mdCorrl.nWro 4110, dcI aW 1•o.calgn CaTj.•I mat t:.
f.Crt ai ear<. tnaaG ta..CnIJMSJad
►Cont emutan of CYl,uycWn wads gnsl., Bon IM tl.Ssgn
boltiatocal/Vtasnotaa.
a Ttw pe,gn &».rhe, CCmp1 a„�On Cror4, IIOp a Lcrlaml an
r •'s'^- a 10. ..1..•.. .t p.c lata• c au• a• ,.crt•tKI
106,341nall not be so"ea to lrul64l11 ant [Itn1.
COnld%A VV DtaCad DS thaatnaIg When DOltotn chaos In
a .
-.114f than In, n I ha uaclarf Ihall M appLw
n I roll 1 rl a lye (,94 CJ