BLDG (9912-014)53445 Avenida Madero
9912-014
LICENSED CONTRACTOR DECLARATION
Ihereby affirm under penalty of perjury that I am licensed under provisions of
Chapter 9 (commencing With Section '700 1 0) of.Division 3 of the Business and
Professionals Code, and my License is in ull force and effect.
License # Lic. Class Exp. Date ` y
a[Oate f a ' Signature of Contractor jf >—•- ---
OWNER=BUILDER DECLARATION
I hereby affirm under penalty of perjury.that I am exempt from the Contractor's
License Law for the following reason:
( ) 1, as owner of the property, Or my employees with .wages as their sole
compensation, will do the work; and the structure, is not intended or offered. for
sale (Sec., 7044, Business & Professionals Code): 1
( ) • I, as. owner of the property, am exclusively' contracting with' licensed
contractors to construct the ;project (Sec: 7044; Business' & -Professionals
Code):
O I am exempt under Section-' B&P.C.,fof. this'reason'' "
•DateSignature • of Owner w
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of -the following declarations:
O I have.and will maintain` a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the:Labor Co'de'
,.for the
performance of the work for which this permit is issued.
(,;r) I have and Will maintain workers' compensation insurance as required by
Section 3700 of the Labor Code; for the performance of the..work for which this
permit'is issued. My workers' compensation insurance carrier & 'policy no are:
Carrier Policy No
AVs*.
(This section need not be completed if, the permit valuation. is f6r•$100.00 or less).
O I certify that in the performance of the work for which this permit is. issued;
I. shall not employ any person'in.any manner so as to become subject to the
workers''compensation laws of California, and agree that if I should become
subject to the workers' compensation'provisions of.Sectiori 3700 of the' Labor_
Code, I shall forthwith. comply with those provisions.
I Date:
12,
T Applicant+ •' =d l —
Warning: Failure to secure Workers'Compensation coverage is unlawful and
shall subject an employer to criminal penalties and, civil fioes`iup to $100,000, in
addition to the. cost of compensation; damages as provided for in Section 3706
of the Labor Code, interest and attorney's •fees., .
IMPORTANT Application is hereby made to the Director of Building and Safety.
fora permit subject. to 'the'- conditions :and restrictions set forthon,. his
application.,
1 Each person upon whose, behalf this application is made & each, person at
whose request and for.whose benefit work is performed under or pursuant,to
any permit issued as'a result of this applicaton agrees to, & shall, indemnify
& hold harmless the City,of La Quinta, its officers, agents and employees.
2. Any permit issued as a result of this application becomes null and void if
Work is not commenced within 180 days from date oY issuance of such
permit, or cessation of work for 180 days will'subject permit to cancellation.
I certify that I have read this application and state that the above information is
correct. I agree to comply with' all City, and State jaws relating to, the:building
construction" and- hereby authorize representatives of this City to enter'upon
the above-mentioned property for inspection purposes'
i
rr s r' ' ' . 4,F
6Signature (Owner/Agent) i • Date a to
PERMIT# ..
BUILDING PERMIT
DATE 1i01VALUATION $75yE90.0 LOT TRACT''t. r Y .•
JOB SITE 1-445,A,.VLN10A I 'I1 Y Q+SRO
ADDRESS
OWNER
CONTRACTOR/DESIGNER/ENGINEER
MriRIA. E .14C)RE-INCI .. i. .. - -.
.KtE' :'i 'D Q0i't:9 14., N ,
r.
.c .I..sL
5.445 AVENIDA MAD. ,iW
LA 'QUYINTA 92751
PJVLXCDfi &,t CA 9220
C-BLO 11911,
r
USE OF PERMIT
p 4 f N
aEKPkA
E, WE DAMAGE R IIAM l s i jCa .17 ,2 TC.r d".00Ri'3INtt:71. ALL El.,rsC'i9i%i^:AL,
:d 1iErC }iF1k\t1F".A i , f'f;ll'tV 311 fii t1I` i.[' .A;tLfl,Fdtb 1 i`J E:il,.i 0 l'duSV ;."WRa
VALUAIII.GN 75,1000.0%
T LS
i •
•
,Ie
Q},
.y 11 ,f' . 'p ,f'Ny , y. qY / ry q 'y, ;p7
.. d: ".l"AU1113,11111IN/ 11-DS7 BJ'1MC•'LSd.`V7.Y"'7r..U 0, i "
PEAMIT FEJ E, SUMMARY
C014 S');R(Jty.`"f K)N EEC 01. 63f G-418140'► 3527.0
G tp,.61.7,'yY "g y:•o: 4 a Mm :
`
p/' yt' r 5 p=( 9y( ipt`p a-y1 /
J9fl.O.iQ }irl.V t1• JL f ALR i1 :.CJ:1 VI't1U13 A ii i. •'.VJ4 V.
- LESS .€'Ij:E.,.1?A[DTEES
MOO
RECEIPT, -
DATE
BY
DATE FINALED
INSPECTOR
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Roof Deck
Combustion Air
Exhaust Fans
O.K. to Wrap
Framing
Insulations
EL• U
Z /_Bp
1 p
F.A.U.
Compressor
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
A. (sO
Drywall - Int. Lath
/ / 6g_
_y
Final
Final
POOLS - SPAS
BLOCKWALL
PPROVALS
Steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
COMMENTS:
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
i ility Notice (Perm) %
2; ®p
BARR Li MBEZR TRUSS DIV.
54461 29 Palms Hwy
Yucca Valley, CA. 92284 ,
(760) 36578408 =
Fax: 365-3870
BARR, LUMBER
BARR LBR TRUSS
'CL CERTIFIED INSPECTION IN STRICT
IS ACCORDANCE WITH U.B.C. 2311.6.
PREFABRICATED
TRUSS Divo...''
NAME:
&kLXJ
JOB NAME:
,ADDRESS
DATE:
CHECK BY
CITY ®F LA CUINTA
Loae na Locations To serve You
BUILDING & SAFETY DEPT.
Rosemead
San Bernardino
APPROVED
(626) 288-0860
(909) 884-4744
FOR CONSTRUCTION
Twenty -Nine Palms
Yucca. Valley
BY E
(760) 367-7581
(760) 365-2357
ST R®ATE.
Long Beach
(760) 365-8408
TRUSS
(562) 438-1124
Apple Valley
(760) 247_72nz
NAME:
&kLXJ
JOB NAME:
,ADDRESS
DATE:
CHECK BY
job Name: OAKWOOD
EM X -IOC RFACT SIZE R$Q'D TC
21c4 EEL, #1
1 0- 1-12 1720 3.50 1.83" BC
2.4 EFL #1
i
2' 38-10- 4 1720 3.50" 1.83" VES
2x4 DFL IIrIIIT1
'
2xc4 EFL, STS
3-10, 10-4
TC FTIYE A%L T1 -1) GSI
10-5
1 -4000 =.27 .46 .73 Lr 11rl
for 10 1?SF ram-cuimirrrrd: If1L.
2 -3618 .11 .36 .46-
-j
045932
3 -2527 .06 , .36 .41.
_
4' -2527 .06 .36 .41
5 -3618 -.11 .36 .46
6 -9000 .27 .46 .73
BC FCTQE AM 1111) - CSI
1 ' 3744 ' .43 .39 .83 ,
12/31/02 .
2 3052 .36 .59 .95
3 3052 .36 .59 .95
101-14 , 9-4-2 9-4_2 10
4 3744 .43 .39 .83
C/V1._
Vm FFICE GSI FIB FCRM CSI
= 10-1-14 I9-6-0 28-10-2 39-0-0
2-9 -453 .15 5-10 -874 .90
CF -A_t'C
3-9 563 .49 5-11 563 .49
3-10 -874 .90 6-11 -453 .15
Truswal Systems Plates are 20 ga. unless shown by 1118"(18;ga.),or
4-10 1.198 .49
Scale: 3/32" 11
MAX'Em CV (span)
H"(16 ga.), positioned per Joint Report. Circled plates and false
Lt/999 IN MQ4 9-10 (LIVE)
c
LF -.24" D= -.37" T` -.611-
.61"Joint
JointLocatinms
'
7-1-10
1 0- 0_.O 7 39- 0- 0
1
2 7- 0- 8 8 0- 0- 0
This design is furan individual building component. It has been based tun specifications provided by the component to mufucturer and dune in
7-1-10
3 13- 3- 4 9 10- 1-14
Customer Name:
1
4 19- 6- 0 10 19- 6= 0
5 25- 8-12 11 28-10; 2
BARR LUMBER
1 2
6 31-11= 8 12 39- 0- 0
#LC = 2
JEFF
this meet or exceed the code. assumed that the top chord the roof or floor
TC Live
16.0 psf
6-9-15
1.5-3
she:athbng and the bunoin chord is Laterally braced by a rigid sheathing inatcrkd directly attached, unless otherwise noted. Bracing shown is for Lateral
1 3-10
14.0
0 -3 -
support of components rimmbers only to reduce buckling length. This component shall not be pLaced in'any environment that will cause the moisture
Truss ID: A Qty: 13 Drwg:
Plating spec : ANSI/`IPI - 1995
'THIS EIESIW IS THE Ca,'OZSrIE RES(]LT CF
hi-TTPIE LC AD CASES.
ECARIET' RElQ7 RRt EWS sham are based CN Y
am t1 trt"uis nete:zal at earim heari-rcg.
ITPOE VALLES FER ICDO rd:SFJaf)fI-I RE1UU #1607.
f4 -74J M BASED GN MaN LL14MZ VALLES.
r .
6-26-212 6-26-212 66-2 6-26-212 7-07-0 8
13-4-6 19-7-2 25-9-14 32-0-10 39-1-2
9-6-0 t 19-6-0 t
3 4 5 6 7
-
4a
T
7-5-11
_ SHIP
0-3 P
QFe • ?
i
t
ct q
rnm
2j:"
-j
045932
no
'
r 39-0-0 t
12/31/02 .
K 9 111 11 12
101-14 , 9-4-2 9-4_2 10
C/V1._
= 10-1-14 I9-6-0 28-10-2 39-0-0
,,
9T.c
CF -A_t'C
11/8/99
Truswal Systems Plates are 20 ga. unless shown by 1118"(18;ga.),or
Scale: 3/32" 11
H"(16 ga.), positioned per Joint Report. Circled plates and false
frame plates are - positioned as shown above.
'
r
`WARNING Redd all dotes on this ./reef /uul give a coca of it to the Erecting Contractor.
TBF: 88.7
WO: T102 '
i
This design is furan individual building component. It has been based tun specifications provided by the component to mufucturer and dune in
Chh: TR
Customer Name:
accordance with the current versions of'I'I'I :md AITA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
BARR LUMBER
verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the Inds utilized on
design the loading imposed by local building It is is Laterally braced by
Dsgnr: TR
#LC = 2
JEFF
this meet or exceed the code. assumed that the top chord the roof or floor
TC Live
16.0 psf
DurFace L=1.25 P=1.25
®yucca Valley
she:athbng and the bunoin chord is Laterally braced by a rigid sheathing inatcrkd directly attached, unless otherwise noted. Bracing shown is for Lateral
TC Dead
14.0
support of components rimmbers only to reduce buckling length. This component shall not be pLaced in'any environment that will cause the moisture
psf
Rep Mbr Brad 1.15
(RFL)
V. hIS
content of the wood exceed 19%, and/or cause connector phoc currusi"u. Fabric:de, handle, instill and brace this alas in accord:mcc with the following
" 'QUALITY
BC Live
.0 of
P
O.C.S ae 2- 0- 0
P
4145 Nh I, D,'
a+u r: ,nbparl ur., col" tipriux., tai w)917
standards: ROSCOM MANI IAI.', by Troswal, CONTHOL SI'ANDAI<D FDIC b lFTAI. PLATH CONNECTED WOOD TRUSSES' -
"
r
+
(QST -8x), 'IIANDLING INSTALLING AND I)RACINU MI'I'AL. I'I:A'I'1 CONNIiCI'I D WOOD'fKUSS1:S' - (1118-9p and '1118J1 SUMMARY
BC Dead
10.0 s
p f
Design Spec UBC "
SHEET' by'I'PI. TheTruss Plate Institute ('1111) is located an 583 D'Onofrio Drive, Madison; Wisconsin 53719. 'rhe American Forest and Paper
Dafl Ratio: It/240 TC: It/290
Tp5. 0 Version 06.04.99 ,
Association (AFPA) is located at 1250 Connecticut Ave, NW, Sic 2(X), Washington, DC:2(It136.
TOTAL
40.0 psf
ob• Name: OAKWOOD Truss ID: Al 2 Drw
7L 2x4 L&L #1 THIS E]SICN IS ME CQV1FXr1E RESCII..T OF
BC 2x4 E3FI, #1 1'MmPLE LOAD CASES.
CEI, EEEX 2x4 EFL UrlLrfY EE'ARIM ROWD041VM shoe are based CNLY
—= Joint Tcmt-iPfATE VAESES PER ICED RESEAIKH RE= #1607. ci the truss material at eadi bearing.
1 0- 0- 0 30 0- 0- 0 ]3_A= BFSM CN CIZEEN UMBER VAUES. Traded for 10 PSF rrn-oaxt.trrent ECI1 .
2 2 9- 4 31 2- 9- 4 <It is assumed that one face of this truss
3 4- 1- 4 32 4- 1- 4 < is sheathed with plyAccd, CEB, Hood board
9 5- 5- 4 33 5- 5- 4 < :i rr3 or siding. If not,
5 6- 9- 4 34 6- 9- 4 < additin al loads oust be crosidei'ed on
6 8- 1- 4 35 8- 1- 4 < nnz-ecrttir,ue,aY ,
7 9- 5- 4 36 9- 5- 4 MMaate yy use adegnstaples or gable blocks.
8 10- 9- 4 37 10- 9- 4 . G; ble blocks MY lateral bracirrJ
9 12- 1- 4 38 12- 1- 4 ` the to wind appli to the face. See
10 13- 5- 4 39 13- 5- 4 'fhstAels s in
gable bracirg details) .
11 14- 9- 4 40 14- 9- 4 Lateral lc in line with the chords have
12 16- 1- 4 41 16- 1- 4 u-Ajt been mzsidarod ureas noted ctherdise•
13 17- 5- 4 42 17- 5- 4 'n-ese loads'and their c meotirne are the '
14 18- 9- 4 43 18- 9- 4 rrgxizsibility of the building designer. ,
15 19- 6- 0 44 19- 6- 0 '
16 20- 2-12 45 20- 2-12
17 21- 6-12 46 21- 6-12
18 22-10-12 47 22-10-12
19 24- 2-12 48 24- 2-12
20 25- 6-12 49, 25 6-12,
21 26-10-12 50 26-10-12
22 28- 2-12' 51 28- 2-12
23 29- 6-12 52 29- 6-12
24 30-10-12 53 30-10-12
25 32- 2-12 54 32- 2-12 2.166 5-44) 5-4-u 5-4-0 5-5-8 5-4-0 5-4-0
26 33- 6-12 55 33- 6-12 --i i 1
.27 34-10-12 56 34-10-12 - 2.166 8-2-6 1.4-6-6 18-10.6 243-14 29-7-14 34-11-14
..28 36- 2-12 57 36- 2-12 19-6-11 19-6-0
29 39- 0- 0 58 39- 0- o 1 2 ? 4 5 6 7 8 9 10 11 12 I? 541516 17 18 19 20 21 22 23 24 25 26 27 2b29 t
F 4.00 • 1.?
1.3
`- '3-4 1.3
T 6.6
6-9-15 7-5-11
?-4 4-4 SHIP
3-4 ' 0-3_ ; `Qy ' M
m
.t 045952 p
2t 2r"
39-04) * E 12/31/02
30 31 32 tt 34 0 ?I ?7 ?8 39 41) 4/ 42 4?1175 46 47 48 49 50 51 52 53 54 55 56 5758 sJ- CNi)i-
2-9-4 1 5.4.0 5 -4 -rte .5-4-1) 5.5-8 5a0 5-4 CF CAL *0
2.9-4 s1•4 13-5-4 18-9.4 24-2-/2 29-6-/2 .44.1612
TYPICAL P1.AT1: 1.5-3 11/8/99
-Truswal Systems Plates are 20 ga. unless sliown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT Scales 3/321, 1'
"H"(16 ga.), positioned per Joint Report. Circled plates and false
frame plates are Positioned as shown above.
®
WARNING Read all notes on this street and give a colry of it to the Erecting Contractor.
TBF= 130.7
WO: T102
This design is for an individual building component. It has been based ou specifications provided by the component manufacturer and done ht
Qom: TR
Custcowr Name:
accordance with the currem versions of 7'1'1 and AFI'A design staodards. No responsibility is assumed for dimeusiotad accuracy. Dimensions are to be
BARR LUMBER
"rifted by the component tramufasurer and/or building designer prior to fabrication. The building desiguer shall asceruio that the loads utilized on
design leading imposed by load building
Dsgar: TR #LC = 2
JEFF
TC Live 16.0 psf
DurFace L=1.25 P=1.25
this meet or exceed the the code. It is assumed that the top chord is Literally braced by the roof or Boor
Yucca VJIII)
® l uc
sheathing and the bottom chord is laterally braced by a rigid shc:ohiog nauerld directly attached, unless otherwise noted. Bracing shown is for lateral
:a
wppou of components members only to reduce buckling length. This c onponcnt shall out be placed iu any environment that will cause the moisture
TC Dead 14.0 pef
Rep Mbr )and 1.15
TRUcontent
wlJ.arkDl..0 `
of the wool exceed 19'X1 :and/or cause connector I)Wc corrosion. Fabricate, handle, install and brace this Huss ht accordance with the followhtg
"1'RI1SClIM 'QI
BC Live .0 psf
O. C. Spacing 2- 0- 0
' 445 N. nlpark Ur., U lo springs, CO -40907
4445
atntdards: MANUAL', by'I'ntswal, IALI'1'Y CON'I'IN)I. STANDARD 1'ON MII'AI. I'LA'1'I CONNI?CI'I`sD WOOD'1'R(ISSI?S' -
(QST-xx), -HANDLING INSTALLING AND BRACIN(i METAL PLA'I'N CONNECTED WOOD TRUSSI S' - (11113.91) and '1110-91 Sl1MMARY
BC Dead 10.0 psf
Design Spec UBC
SHEET* by TPI. The Truss Plate Instinne ('1111) is located at 583 D'Ooolrio Drive, 6ladisou, Wisconsin 53719. The Amerism Forest and Paper
Dan Ratio: L/290 7L: h/240
Tp5. 0 Version 06.04.99
Assatelatiun (APPA) is located at 1250 Connecticut Ave, NW, Ste 21X1, Washingioo, 1)('2(X)36.
TOTAL 40.0 psf
ob'Name: OAKWOOD Truss ID: B : 1 Drw :
ERS. X -LOC RED -Cr SIZE FW'D TC 2x4 DFL #1 Plating spec : AMIMI - 1995
1 0- 1-12 1000 -3.50 1.50 BC 2x4 'EFL #1 THIS LESIGN IS THE CavffLSrIE RESULT CF
2 20-10- 4 1000 3.50" 1.50" VEB 2x4 DFL UrILPIY fILLTIFLE LCM CASES.
BATE VALLES HI2 ICHO FESZRM REFCRr #1607. EEARING SIS shoal are based QTLY
TC F i3 E AXL END CSI Ioaded for 10 PSF ren-Famurrent BCL. on the truss material at each bearing.
1 -191-1 .05 .26 .31 PLARG BASEDQQ CREEK UPPER VAILES.
2 -1416 .02 .25 .26
3 -1416 .02 .25 •.26
4 -1911 .05' .26 .31 - 4
DC FAKE AXI, EM GSI
1 1782 .27 -.36 .62 :
2 1782 .27 .36 .62 '
4M FIP2CB CSI -VM FCIRC£ CSI
2-7 -518 .28 4-7 -518 .28
3-7 578 .50
14taX LIIZFSTIQ•f (soh)
1/955 114 M94 6-7 (Ld )
L. -.10" D= -.151-11--.26"
Joins. Locatims
1 0- 0- 0 5 121- 0- 0
2 5-`7-14 6 0- 0- 0' r
3 10- 6 0 7 10- 6- A )
4 15-4-2 8 21-0-0
5-95-9-0 4-10-2 4-10:-2, .5-7-14
5-9-0 10-7-2 15-5-4 21-1-2
10-6-0 t 10-6-0 i
1 2 3 4 5
00 4. 00
,
4-4
T1.5-3 1.5-3 ..
3-9-15
4-5-11
3:5-4 3.5-4 SH11' -..3 Fc C'
l =ll -3.15 " 6_g =1)-3-1 4rJ . mFs A F
m Q 7 m
m
-1 4 982
2-0-0.2-0-0
1-
21 -II -11 i eft 12;'31 /02 y
. 7 8 )hTc CN L \P
10-6-11---, 10-6_I► ` 0= ^AL AC0N
10-6-0 21-0-0
11 /'8/99'
Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or . Scale: 3/16" 1'
"H"(16 ga.)', positioned per Joint Report. Circled plates and false
frame Plates are Positioned as shown above.
® WARNING Read all notes on this skeet and give a col?v of it to the Erecting Contractor. TBF: 45.3 _ WO: T102
This design is for an hndividwil building component. It las been based on specifications provided by the component nnutufacturer and done in Cbk; TR Customer Name:
accord utce with the camera versions of 'r1'I and AhI'A design stand ods. No responsibility is assumed for dimensional accuracy. Dimensions are to be
BARB LUMBER. verified by the component rnanufacmrer cmd/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: TR #LC = 2 JEFF
this design meet or exceed the boding imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or flour TC Live 16.0 pef DurFacs L-1.25 P-1.25
®r sheathing and the bottom chord is laterally braced by a rigid sheathing nawrld directly attached, unless otherwise noted. Omcing shown is for lateral
( RFL) a11i'I support of components members only to reduce buckling length. This component sludl not be placed in any environment that will cause the moisture TC Dead 14.0 pef Rep Mbr Bnd 1.15
content of the wood exceed 19% and/or cause connector plue corrosion. Fabricate, handle, install and brace this Inas in accord:mce with the following
;Rt5 Nouthl l b ., Colo Slidugs. Co WIQ7 standards: 'TRUSCOM MANUAL', by Trussval, 'QUALI'T'Y CONTROI. S'T'ANDARD FOR M1 1'AL. +'LA'T`E CONNECTED WOOD TRUSSLS' - BC Live .0 pef O. C. Spacing 2- 0- 0
(QST -98), 'l1ANDLING INSTALLING AND BRACING hlfi"r,V. I'I.ATG CONNI CI'1 1) W0OD'1'RUSSES' - (11113.91):rad 'IIIB-91 SUMMARY BC Dead 10.0 pef Design Spec UBC
X111':1•:1" by'1`I'1. The Truss Plate Institute (rl'I) is locawd at SX3 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Den Ratio: 1;/290 TC: It/290
Tp5 0 Version 06.04.99 Ass(x:iation (A1"1'A) is located :t 1150 Connecticut Ave, NW, Ste 2M, Washington, DC' 21x)36. TOTAL 40.0 pef
355-12 7-3.11 1t-5-12 15-7-4 19-7-4 2.4-7-4 29.9-0 ,
TYPICAL PLATT . 1.5-3 1.1/8/99
Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT Scale: 1/8" 1'
H"(16 ga.), positioned per Joint Report. Circled plates and false
frame Plates are positioned as shown above.
'
job'Name: OAKWOOD
TBF: 86.7
Truss ID: C
1
Drw :
Chk:` TR
Customer Name:
accordance with the current versions uf'I'I'I and APPA design suundards. Nu responsibility is assumed for dimensional accuracy. Dimensions are to be
7C
2x4 EFL • #1
'IRIS EESICN IS TILE CCI4QSrM REb'YII,T OF
setified by the component trtatntfacturcr and/or building designer prior it) fab6ction. The building designer shall ascertain that the loads utilized on
design loading imposed by local building It is is
Dsgnr: TR #LC = 2
JEFF
TC Live 16.0 psf
DurFacs L=1.25 P=1.25
DC
2x4 EFL #1
V TIPLE LOAD CRISES.
TC
.
support of components members only, it) reduce buckling length. This annponcnt shudl not be placed in any environment that will cause the moisture
Dead 14.0 psf
Rep Mbr Bnd 1.15
C43 ELK
2x4 DFL III'ILITY
1EPRIN3. RQXIIIZET7t•SIIS shoah are based ONLY
O.C. ae 2- 0- 0
4
4445 fiWo Springs. CO 80`X17
onLparl• Ur.,
su,ndards: MANIIAL', by Truswal, CONTROL STANDARD FOR MC'I'AI. I'IATI? CONNI'sCl'IiD WOOD TRUSSES' -
---= Joint Locatirns.=
]-ATE VAIIES
PER IC30 lel REYCRT #1607.
cri the truss natex al at eadn bearing.
"
Design Spec UBC1):nd
1
0- 0--0
22
0- 0- 0 PLAmn a4sm CN GUN LLTEM VALLES,
lmdad for 10 PSF non -concurrent BCLL.-
TOTAL 40.0 psf
2
3- 5-12
23
3- 5-12
<It is asaxnad that one face of this truss
3
4- 9-1224
4- 9-12
< is sheathed with pl C6B, ood board
.4
6- 1-12
25
6- 1-12
< sidire or siding. If ant,
5
7- 5-12
26
7- 5-12
< additional loads nust be ocrisidered on
6
8- 9-12
27
8- 9-12
< r13Yeotntinic s beariu)y cp 1 .
7
8
10- 1-12
ll- 5-12
28
29
10- 2- 4
11- 5-12`
R use ad aate staples fes'gable blocks.
(-ble blacks may require lateral bracing
-
9
12- 9-12:
30
12- 9-12 '
due to wired alplied to the face. See
10
14-.1-12
31
14- 1-12
'II'us+wtls acted gable bracing dd-ail (s) .
11
12
14-10- 8
15- 7- 4
32
33
15- 7- 4
16-11-;4
Iateral lc in line with the chords have
not been considered unless noted otherwise -
13
16-11- 4
34
18- 3- 4
'Il>zse loads and their connections are the
14
18- 3- 4
35
19- 7- 4
respansibility of the buildirg ciasigner.
15
19- 7- 4 .
36'
20-11- 4
16
20-11- 4
37
22- 3- 4
17
22- 3- 4
38
23- 7- 4
18
23- 7- 4
39
24-11- 4
19
24-11- 4
40
26- 3- 4
20
26- 3- 4
41
29- 9- 0.-
21
29- 9- 0
•
-
3-6-14 .•444) 4-0.0
3.4-12 -4-12 4-0-0 4-0-0 35-/2
•
..
3-6-14 7-614 11-/r 14
14.11-10 18.4-6 ., 22.4.6 16.4.6 29.10.2
-
1 2 .( 4 S 6 '7
8 9 101112 1.7 14 15 16 17 18 19 20 21
+F 4'00
4'00
.
T
537 '
5-11-3
T= 3-4
34'
= I
SHIP
CPFOFtSS/Gn`q.
S
0-3-1 6-6
1s
U-3-13
1{
•
'_ moi• m
'1 0 045962 nim
.
29 -9 -II
12/31/02
;
22 z3 24 zk 26 27 2,5
29 30 31 32 33 34 35 36 37 38 39 40 41
-
3-3-12 44-0-r- 4-0.0
4-1-8 4-0-0 4-0.0 61-12
F N
355-12 7-3.11 1t-5-12 15-7-4 19-7-4 2.4-7-4 29.9-0 ,
TYPICAL PLATT . 1.5-3 1.1/8/99
Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT Scale: 1/8" 1'
H"(16 ga.), positioned per Joint Report. Circled plates and false
frame Plates are positioned as shown above.
'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
TBF: 86.7
WO: T102
®
This design is for an individual building component. It Rats been based on specilicuions provided by the component manufacturer,und done in
Chk:` TR
Customer Name:
accordance with the current versions uf'I'I'I and APPA design suundards. Nu responsibility is assumed for dimensional accuracy. Dimensions are to be
BARR LUMBER
setified by the component trtatntfacturcr and/or building designer prior it) fab6ction. The building designer shall ascertain that the loads utilized on
design loading imposed by local building It is is
Dsgnr: TR #LC = 2
JEFF
TC Live 16.0 psf
DurFacs L=1.25 P=1.25
this meet or exceed the the code. assumed that the top chord Laterally braced by the roof or floor
®r
Yucca licca Va))ey
sheathing and the bottom chord is l ierally braced by a rigid sheathing utaercd directly auached, unless otherwise noted.. Bracing shown is for lateral
TC
.
support of components members only, it) reduce buckling length. This annponcnt shudl not be placed in any environment that will cause the moisture
Dead 14.0 psf
Rep Mbr Bnd 1.15
( RFL)
7'RIIS\VAI. Sl'SI'IiA1S
cnnem of the wood exceed 197 and/or cwxe connector pLte corrosion. Fabricate, handle, install and brace this it -Liss in accordance with the following
'TRUSCOM 'QUALITY
BC Live 0of -
P
O.C. ae 2- 0- 0
4
4445 fiWo Springs. CO 80`X17
onLparl• Ur.,
su,ndards: MANIIAL', by Truswal, CONTROL STANDARD FOR MC'I'AI. I'IATI? CONNI'sCl'IiD WOOD TRUSSES' -
(QS'I'•tt0, 'lAND.INC INSTALLING AND BRACING METAL PLAIT ('ONNI:(:'I'lil) NOO)IRtSSSS'-- (IIIIl•)'11115 -)1 SUMMARY
BC Dead 10.0 psf
Design Spec UBC1):nd
Sllfil:l" by'1'1'1. The Truss I'Lte Institute ('I'I'I) is localed:t Sita D'Onufrio Drive, Madison, Wisconsin 53719. The Amerism Forest and Paper
Dan Ratio: 1.,/240 TC: 14/290
Tp5. 0 Version 06.04.99
Association (AF -PA) is located at 125o Connecticut Ave, MV, Ste 2M, Wnshington, DC 20036.
TOTAL 40.0 psf
job Name: OAKWOOD
Truss ID: C1 1 Drw : C09931- 05
EF43 X -IOC REACr SIZE RB2'D 'IC
2x4 DFL. #1-
Plating spec : AMIMI - 1995
1 0- 1-12 1350- 3.50" 1.50" BC
2x4 DFL. #1
THIS MICU IS ME CU4POSrIE RE= CF
2 29- 7- 4 1350 3.50" 1.50" VIB
2x4 DFL LIII=
r•I MPLE IGAD`C4SES.
HA-rE
WJM FER ICBG REMAIKH REFMr #1607. •
r9 sln n are based CNLY
BFPRIlV-t>tititss
7C FIERCE AXL EM) CSI T -da -d
-it B.I .`
10 PSF t-Yza Q
fair mw
material
a the at eat) bearing.
1 -2835 .18 .57 .75
PIA7Zr, BAS W GZEM UVBFR VALIES.
2 -2493 .06 .53 .58
3 -2493 .06 .53 ..58
4 -2835 .18 .57 .75 -
BC FCFSE AXL.EIND CSI
1 2638 .29 .46 :76'
2 1744 .20 .46 '.66 -
3 *2638 .29 .46' .76
6EB FCFKE CSI .{,6B , FICKE CSI
2-7 -497 ..14 3-8 791 .69
3-7 . 791 .69 4-8 -497 :14
I,M LEFLEIMM (span)
r
Lt/999 err r•IEI4 7-8 (LIVE)
-
IF -.18" Ile -:27" T= -.45"
Joint T=ot -its
1 0- 0- 0 6' 0- 0- 0
2 7-10- 2 7 10- 2- 4
3 14-10- 8 8 19- 6-12
4 21-10-14 9 29- 9- 0
5 29- 9- 0 7-1_ 1 7-11-6 7-11-6 7-Ih
7-11-4 14 -II -I0 22-020 29-10-2
14-10-5 i 14 -III -8
2 3 4 5
--,
4-5
T'
5-3-7
T=
. 0-3-1
T
5-11-3
SHIP
0-3
S:C
01 r
a 5982 aM]29-9-0 x
. 12.,31/02
6 7 K 9 , CN
11110-2-44 9-4_ 8 10 T p F \P
10-2-4 4 19-6-12 -29-9-0 CX:1•
11/8/99
Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 1/8" = 1'
"H"(16 ga.), positioned per Joint Report. Circled plates and false
frame plates are positioned as shown above.
` WARNING Read all notes on this sheet and give a cony of it to the Erecting Contractor. TSF: 60.0. w0: T102
- 'rhis design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: TR Customer Name:
accordance with the current versions of TI'I and AFI'A design sundnrds: No responsibility is assumed for dimensional accuracy. Dimensions are to be
BARB LUMBER verified by the component tremufacturer and/or building designer prior it) fabrication. :['he building designer shall ascertain that the leads utilized on Dsgnr: TR #LC = 2 JEFF
this design meet or exceed the loading imposed by the local building cold It is assumed that the top chord is Literally braced by the roof or.11oor TC Live. 16.0 pef DurFacs L=1.25 P=1.25
sheathing and the bottom chord is laterally braced by a rigid sheathing . materi l directly attached, unless otherwise noted. Bracing shown is for lateral
® rlil'l'B VJ )CJ uppon of components members only In reduce buckling length. 'Phis -component shall not be pLaced in any environment that will case the moisture I TC Dead 14.0 pef Rep ,bfbr Bnd 1.15
(RFL) content of the wood exceed 19/ and/or cause connector plate corrosion. habdc le, handle, instal and brace this cuss in accordance with the following BC Live .0 pef O. C.Spaeing 2- 0- 0
'rHUSWAL SYSfIihlX standards: " IRUSCOM MANUAL', by Tr swa, 'QUALITY CONTROL STANDARD I OI( Mli'fAl. I'LATE CONNECTED WOOD'rRUSSES' -
4445 Idonhpar► ear.. C„ 1" Siviogn, CO W)'x17 SC Dead 10.0 of Desi ea USC
(QST-xx), 'IIANDLINO INS'I'AI-1_INU ANI) IiRACIN(i Mli'I'AI. I'I.A'I'li CONNEC'I'IiD WOOD'I'RUSSI'-S' • (11113.91) and '11111-91 SUMMARY P Design SP
SHEET' by TIT The •foss I'Lue Institute ('I'I'I) is located at 5X3 D•Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Defl Ratio: 11240 'IC: L/240
'Tp5. 0 Version 06.04.99. Assaxction (AFTA) is loc ted at 1250 Connecticut Ave, NW, Ste 219l, Washinglon, DC21)(06. TOTAL 40.0 pef
ob Name: OAKWOOD. ' Truss'ID: D
14 Drw :
EM X -LOC REACT SIZE REl2'D
•IC • 2x4 DFL' #1 - Plating spec : AMI/'IPI - 1995
1 0- 1-12 480 3.50" 1.50"
BC. 2x4 DFL #1 PiAm V dim PER I®0 REFI RIIt1ZT #16o7.,
2 7-10- 4 217 3.50" 1.50"
IrR-Pv-i y ay; tar teipmary shoriarl,nLst Location of i.ntericr bearuzJe slnuld be
3 7-10- 4 103 3.50" 1.50"
be, in plarx before cs ctarg flys tr2tsF . clearly narked on each mass.
PLAMr. BASED CN G;EE1 LU+IBER VALLES. S1una bearirgs (if needed) for req. suppcat.
7C FCRCE AXL END CSI "
1 - -68.00 .66 .66
2 .-2 . .00 .00 .00
r '
BC FCRCE AM END CSI
,1 0 .00 .45 .45
2 0 .00 .00 .00 , .
1W, EEFL=Q4 (tea)
1t/742 IN h1E7.1 3-4 (LSVE)
.
LF -.12" D= -.18" -.30"
Joint Locatiazs --
'
1 0- 0- 0 -3 0- 0- 0
2 8-0-0 4 8-0-0
8-1-2
2 ...
'
- - I 4.00
-
2-11-15
2-11-15
'
3-7-11
_
SH
111
3-4
`
y .
P
III-3-15rn
-
4'
to
C045982 DD
t
`'ryr CIV L
8-0-0'
r 3'
4.
8-0-0
''!
t
11/8/99
Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER 3
SUPPORTS
Scale: 15/32"'= 1'
H"(16 ga.), positioned per Joint Report. Circled plates and false
frame plates are Positioned as shown above.
®
WARNING Rend all notes nn this sheet and give a cony of it to the erecting Contractor.
TBF: 13.3
WO: T102
']'his design is for au individual building cumponuu. It has been based ou specifications provided by the comp'uneut manufacturer and done io
Chk: TR
Custemer Nano:
accordance with the current versions of'ITI and AI7pA design st:mdards. No responsibility is assumed for dimensional accuracy. Dfineasions are to be
1.111uppon
-
BARRLUMBER
v°rifted by the componGit rn:mufaGurer and/or building designer prior to fabriauiun. The building designer shall ascertain that the loads utilized on
this design lording imposed by
Dsgu': TR #LC - 0
JEFF
r
Valle
meet or exceed the the local building code. It is assumed that the top chord is laterally braced by the roof or floor
he ahiog and the bottom chord is Literally braced by a rigid sheathing ruateri l directly attached, unless otherwise noted. Bracing showii is for Lateral
TC Live 16.0 psf
DurFacs L=1.25 P=1.25
ticea
of commnaus members one to reduce bucklin len th. This cumronent sh ll not be laced io an environment that will cause the moisture.
5 g g I p' Y
TC Dead 14.0®(RFL)yl psf
Rep r>br Bad 1.15
4i 5 NoUSWnhir rl'I. Ur.,,, Colo Springs, CO 80909
Gement of the wood exceed 19 Y arid/or cause connector plate corrasion. Fabriaae, h:mdle, install :rad brace this truss io accordance with the following
stao6rds: "IRUSCOM MANIJAI..', by Truswal, 'QUALITY CONTROI-. STANDARD FOR METAL m xri- C0NNf3Cl'ED wOOD'rRUSSLS' -
BC Live . 0 psf
O. C. Spacing 2- 0- 0'
(QSI'-810, 'HANDLING INS'rAL1.ING AND BRACING lvirm. PLATE CONNECTED W04D'1'RUSSI3S' - (IIIB-91) mtd'11115-91 SUMMARY
BC Dead 10.0. psf
Design Spec UBC
Sell.["I" by TI'l. 'rhe'rnrss I'Loe lostimte ('111) is loc:ued at 583 D'Onnfrio Drive, bladisou, Wisconsin 53719. The Americ:m Forest and Paper
Tp5. 0 Version 06.04.99
AssrKLoiun (AITA) is located w 1250 Conn00
Connecticut Ave, NW, Sic 1, W:tshioginn, DC 2(X)36.
TOTAL 40.0 psf
I 7 Ratio: Lt/240 TL: It/240
General Appearance and Condition, of lnventuricd '1'1-usscs:
Excellent X Good Satisfactory 1'uor Net Accclitabic
RENIAMS: Trusses mea UBC siandurds.
3
CORPORATE HEADQUARTERS
P.O. Box 6989
San Jo / 51
(M)N9W (T68) 993-1633 -
FXA00b )i1VYojMt I -'AX (4 08) 19,1..11142
Inspcctur Al Lytton
counicisiglic ,—
BRANCH OFFICES
Los Angeles X'Ji:li XXX Oregon " r
(714) 962-9994 K,k3XX-X 41X,)( X X
QI,.I)) 929-3):17 ,
Sacramento 1hdvival! .
(916) 722-2500
Q. C. Inspeclur•: DAVID LONG
Dale uf'inspectiun 6/9/99
Licensed Mani: BARR LUMBER & TRUSS
54461 29 PALMS I-IWY
YUCCA VALLEY, CA 92254
Arrival l 1:00 Ucpartcd I?:I);!
NON -SCI ll"DULED 1N-PLANTWOOI) T'1ZtJSti 1Ntil'L?(.'TION - — —
As per Uniform Building Codes Standards Sec. 2311.6'and
Sec. 2343.7 in accordance with cn incerc l Ilan
specifications.
In Accordance Nl n-Cunfuruli;;3
Lomb --r Grade & Storage r
x
Connector Plates
)( -- —
Workmanship
Accuracy of wood. cuts
x
0caring of wood joints
x — -- -
Knots in plate area
X ---
Split limitation
X - —
Position of plates
X —
Condition of plate lcctli
Y --.....
Plate to Wood tolerance'
X
In-Pl;!;it Handling & Storage
x+
13wu111hig and Loading
X
Ivlarki;;g Legibility m
x ---
Jig & Press Adequacy
X --_
General Appearance and Condition, of lnventuricd '1'1-usscs:
Excellent X Good Satisfactory 1'uor Net Accclitabic
RENIAMS: Trusses mea UBC siandurds.
3
CORPORATE HEADQUARTERS
P.O. Box 6989
San Jo / 51
(M)N9W (T68) 993-1633 -
FXA00b )i1VYojMt I -'AX (4 08) 19,1..11142
Inspcctur Al Lytton
counicisiglic ,—
BRANCH OFFICES
Los Angeles X'Ji:li XXX Oregon " r
(714) 962-9994 K,k3XX-X 41X,)( X X
QI,.I)) 929-3):17 ,
Sacramento 1hdvival! .
(916) 722-2500