05-1762 (SFD)P.O. BOX 1504 ^�
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253D NG ETY DEPARTMENT
MAY 262 0�J1 'I G PERMIT
Application Number: 05-00001762 Owner:
Property Address: 5"78-82—CANTATA DR C1�1fAPt.AGlDIN7A K. HOVNANIAN FORECAST HOMES
APN: 764-010-011-79 -30092 FINANCE DEPT - - 4240 E. JURUPA ST. STE. 402
Application description: DWELLING - SINGLE FAMILY DETACHED CHINO, CA 91710
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 175041
Contractor:
Applicant: Architect or Engineer: K. HOVNANIAN FORECAST HOMES
DaJ� d V � -,— 4240 E. JURUPA STREET
J/ ONTARIO, CA 91761
_�__�5 x,15 (909)937-3270
Lic. No.: Lic. No.: 700788
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professi al s Code, and my License is in full force and effect.
License Class: B License No.: 700788
/ate: ntra.0r:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 I, 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 and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed
pursuant to the Contractors' State License Law.).
(_) I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued ISec. 3097, Civ. C.).
Lender's Name:
Lender's Address: Iv' / t
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 5/17/05
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
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 and policy number are:
Carrier ZURICH INS Policy Number WC343666302
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 Section
3700 of the Labor Code, I shall rth ith dryly with those provisions. `
ate: pplicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($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.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this 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 application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of 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 county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to enter upon the above-mentioned property fyr'pdpection purposes.
Date: ignature (Applicant or Agent):
Application Number . . . . . 05-00001762
Permit
. . .
BUILDING PERMIT
BASE
Additional
desc
6.0000
EA
`
t
Permit Fee
. . . .
905.50
Plan Check Fee
588.58
Issue Date
. . . .
7.5000
Valuation . . . .
175041
Expiration
Dake
11/05/05
EA
PLB
Qty Unit Charge
Per
Extension
BASE
FEE
639.50
76.00
---------------------=------------------------------------------------------
3.5000
THOU BLDG
100,001-500,000
266.00
Permit
. . .
MECHANICAL
Additional
desc .
Permit Fee
77.00
Plan Check Fee
19.25
Issue Date
Valuation . . . .
0
Expiration
Date
11/05/05
Qty Unit Charge
Per
Extension
BASE
FEE
15.00
2.00
9.0000
EA MECH
FURNACE <=100K
18.00
2.00
9.0000
EA MECH
B/C <=3HP/100K BTU
18.00
.3.00
6.5000
EA MECH
VENT FAN
19.50
1.00
6.5000
EA MECH
EXHAUST HOOD
6.50
Permit
. . .
ELEC-NEW RESIDENTIAL
Additional
desc .
Permit Fee
. . . .
121.73
Plan Check Fee
30.43
Issue Date
. . . .
Valuation . . . .
0
Expiration
Date . .
11/05/05
Qty Unit Charge
Per
Extension
BASE
FEE
15.00
2690.00
.0350
ELEC
NEW RES•- 1 OR 2 FAMILY
94.15
629.00
----------------------------------------------------------------------------
.0200
ELEC
GARAGE OR NON-RESIDENTIAL
12.58
Permit . . . PLUMBING
Additional desc .
Permit Fee . . . . 155.25
Issue Date . . . .
Expiration Date 11/05/05
Qty Unit Charge Per
Plan Check Fee . .
Valuation . . . .
LQPERMIT
38.81
0
Extension
15.00
84.00
15.00
7.50
3.00
BASE
FEE
14.00
6.0000
EA
PLB
FIXTURE
1.00
15.0000
EA
PLB
BUILDING SEWER
1.00
7.5000
EA
PLB
WATER HEATER/VENT
1.00
3.0000
EA
PLB
WATER INST/ALT/REP
LQPERMIT
38.81
0
Extension
15.00
84.00
15.00
7.50
3.00
R
Il
LQPERMIT
Application Number .
. . . . 05-00001762
Permit . . . . . .
PLUMBING
Qty Unit Charge
Per
Extension
1.00 9.0000
EA PLB LAWN SPRINKLER SYSTEM
9.00
9.00 .7500
EA PLB GAS PIPE >=5
6.75
1.00 15.0000
--------------------------
EA PLB GAS METER
------------------------------------
15.00
---•-----------
Permit . . . GRADING PERMIT
Additional desc .
Permit Fee . . . .
15.00 Plan Check Fee
.00
Issue Date
Valuation . . .
. 0
Expiration Date
11/05/05
Qty Unit Charge
Per
Extension
BASE FEE
15.00
----------------------------------------------------------------------------
Special Notes and Comments
SFD - LOT 79, PLAN 1B
,2690 SF.
(PATIO 3-665 SF,GARAGE 3)PERMIT DOES
NOT INCLUDE POOL,SPA,
BLOCK WALLS OR
DRIVEWAY APPROACH.
-----------------------------------
Other Fees . . . . .
----------------------------------------
. . . . ART IN PUBLIC PLACES -RES
20.00
DIF COMMUNITY CENTERS -RES
97.00
DIF CIVIC CENTER - RES
366.00
ENERGY REVIEW FEE
58.86
DIF FIRE PROTECTION -RES
97.00
GRADING PLAN CHECK FEE
15.00
DIF LIBRARIES - RES
225.00
DIF PARK MAINT FAC - RES
5.00
DIF PARKS/REC - RES
502.00
STRONG MOTION (SMI) - RES
17.50
DIF STREET MAINT FAC -RES
15.00
DIF TRANSPORTATION - RES
1098.00
Fee summary Charged Paid Credited
---------------------------------------------------------
Due
Permit Fee Total
1274.48 .00 .00
1274.48
Plan Check Total
677.07 .00 .00
677.07
Other Fee Total
2516.36 :00 .00
2516.36
Grand Total
4467.91 .00 .00
4467.91
JAN -20-2006 FRI.10:23 AM REEVES MASONRY INC.
FAX No. 19513281133
A,,' E UN S�RCES
L838,1297,5104 ceai: (76WIMMI
PROTO IT WALE: SYSTEMS
SPECIAL DEP'[iTY MPEGI'IUN FORA
btu ect T oa tadirnoar ("L CaMpra "k Was0 Met!►od of lWpsetian
Aaftr Tema Mc" of Ispeedm
Date of Deputy 1"spection: a> sob No: ° 1
As at acmeditd wd cffl&M Spmial DfM bmPemT of PMO i! W8U ,
l� bmw aimetw.�mwfwtw offt past-=siftrode to 6,000 UM
Via visual in ion of the >n veeihft aQ" w of ft tabs 0w %U Wm W w= Vn tabs and bottPom
Of W om) oltby wamesft and cadWn ft WnW oftfmdsto 6:000 Ow. Via a =UbaftdMHP=
P, 006
A. iatlerild�lOrtiaa ) -�. �� w ia.
EL S&W lgmfio u, pnjw nun or h2d number
C. wan syat�em ' m r 4a 'Ira , ~
dancr�p#
(BW& mad pmodtl used and W&)
D. Vlana trop en of mo rtnr lnttaVitp -Q dortar is valid twd condamm?)
Amptable : 'Yes
L Lft9th of Wall 1 o a L.F. Re&_ .L , , . _ o c.
Q. rod spacing and Flumen e=ed per the PPDs for 60 pr4ecM
Aceeptuble : -Yes Aa
F Are there thread plebes labrkahed and plates beaft ft ha* block sarf tm?
- A,emptable w Yes 4
-.Wan approved by SpeeW Deputy Inspeder:
Dgwo, IMP~ Ar to &"M a cW ex DgwV &/Bail fib' (A1+
PMSD-u Waif 000
. . - BkllderlJ7evelapar
P�ple,Tll�smatter '
12/06/2005 17:18 FAX. PARAGONPSCHIMID 013/013
INSULATION CERTIFICATE
This is to certify that insulation has been installed in conformance with the current energy
regulation, California Administrative Code, Title 24, State of California, in the building at
57-882 CANTATA DR, LOT 79, PHASE 2, LA QU[NTA,C A
CEILINGS:
TYPE; BATTS MANUFACTURER; Certainteed THICKNESS: R-38
WALLS:
TYPE: BATTS MANUFACTURER: Owens Corning THICKNESS: R-13
GENERAL CONTRACTOR: FORECAST HOMES LICENSE #
BY: TITLE:
PARAGON SCHMID BUILPING PRODUCTS A MASCO Company LICENSE # 221517
BY t =TITLE: ACCOUNT REPRESENTIVE DATE:
12/20/2005 07:27 19516748375 L&S LAKE ELSINORE PAGE 18/21
i
INSTALLATION C' '(RTIFICA'. t (PA40 I of 13)
Ma -
Me Address Permlt Numbtr
Ler -77
Am instaliatiatr certificate in required to be posted bt t'he build)ng site or =Ae available for oil appmpriate inspections. 4'l'he
itafattnMcn pravidad on this Form is requfrcd; ttowCVCr, U3C Of this form to provide the informs aivn i8 optioflel.) After
"fPletion of anal itt`tPwdon, I taopy must bx pr,ovidcd to tiro building dole. orient (upon rt qum) and the building owner at
a ettpancy, Per Section 10.103(b).
.S�l� S'L�rlg
8018r r 6'4rlLplratru
equip'
rYp°wks• CEC;CottittadhSfrN■mc
"d
tog(. arnalancy Ocot • Duct or Heating iieulltg
4da001cai '(AFU1R,01o.)'. Looadon pipitfs4 Lout Ceruroiry
L uN y49 b
.... r (i L--.SAIt1A,P • .
Co"ng Egrgipinarrrf
EAW0, CEC Ctnlflod C-atuptt?ttot
Type (*S, t3rJr M$ :lamer and
is of Elflela0cy Duo 0001128 Caafia$
Idsg1 cal MER, ttz_)' L"a Joa Dae( Luad CtlfQetty
L. ?reudsgr•eaeer�ila»toregtaalaa.
,........_- _.�.,__.aa,..T `_.__. a......_.._, ..._._.._.�.�4., ..__..�.
1, the undaxsagned, vtttafY that CYWPE 21t LAW apove Tia: 1) is the amaill equl)xmeW installed, 2) equivalent to or ratone
efficient than that rpeC fW in tyre coati wtt of Foaap o (1~" CJR• lR) Sabanitted fbr compliaca: wit't tale EnerV-
1 ACicKv 5randaircals for resklaw al
built Ms, and 3) equipanerat thAt narota yr OUC49415 the 8ppfnptiate fe4idnWMt9 €tar
nMvthctwed devicea (frarn ,�M awe mercy gegulaitlortr or Part 6), when applicable.
Slgnaturr, ate
llta>$1'cgs�tzactor (C*-N3me)
� ,� �Sj
UM= !gY'�'i'�M4�
OR Qetaere 1 Otmtraetor (Co. Name) OR Owner
0111ribUU01A IfRntir- sr of' Rayed^ Teask EM. EAtarmmi
timstee C13C ('artir'lad Mtn rypw (sad. cuiedoe, Idaodloai b r ' '
( r Mame8 MOdst lti r iruwf-Uar_ (M Volume ciency, $undby, 113wln64e
(nsi{R°,f? Matt$i LgastyO R.vvli&
. far 1■ogelpaustorw Raw kNut of left tbaa oregpal tit 71.000 ,tjMW),Neoerl4 tsdmamw and host p■op waofr tgai■xr, tint Evargy Factpr.`�y`
rets (rated input Ofgtaler thso 7S.000 SlWhr), liar kmeovary Emaiongy, Statrdby Lots f,ad Rates input.
roragrta■1a■vo■atias *Har beaters, Ihu itateovary•EfR■;caay end Raped Input.
]. ftp 62 ettetvtl iaa■tatioa it npapdatopy for storago riarar b .'snort with an apeigy tworofIfts whoa 0.38.
f''Zt Vc t.S dt Shower Mwds,
A.D. fau"U at'd 5howM-hegds installed are ce nitied to the Coanitaiasiatl. pursuant to Title 24, Part 6, Sertion 111.
L nye undersign d, varrify that eq iputeatt liswd above lily sign0we is. 1) the actual equipsnem instailad; 2)'tgnfvalrnt to
of (Hare ef1lUMM than that speriftd in the et�rifi�'ete of eomplianee (Farm CF -JR) subrnidtpd for eofrplearu:e Vitt the
r0gUiMCnt9 smy Slarrdards fxlr residdatfal bultelirlgs; send 3) equipmenr ttiat. IaiC�( err excebd9 the apgropriatc
rt nit tents Fclr mattwtactut�d dcvice� (hom the d j�1liC "cc EffIciencyrReg,rlaflorrs or I'tlrt 6), when: applicable
�t�latUra. �atC `�
COPY TO! Building Dtpw t ncM
fIli" .provider (if epp>licAblt)
Building Utvnor at Occtapsno
It3stal1149SubcolitmCtor (Co. Name) OR
Ca -•meta) Contractor (Co, ?Name) OR Owner'
Cornpllanca po(Ths '••._,_�.�. _ _ __ ...
Mugu®t 2a01 A-23
09/07/2005 09:26 714-835-2819 ESIF IE STRUCTURALENG PAGE 03/03
ESI/F
:,Inc.
STRUCTURAL.
ENC, A EEF'5'
&
CONSULTANTS
September -7, 2005
Forecast Homes
4240 E. Jurupa St., Suite 402 ��, �j �j 2—
Ontario,
Ontario, CA 91764 -
Attn: Mark
Re: Site visit of La Quinta Lot..' 9 (ESI/FME J )b *,(V)
Dear Mark,
This letter/report is to follow up on my site v s t for 'Ie n 1 B, Lot - 79, Phase 2 thru
September 1, 2005. The purpose of these ti ;its, were to review for general
conformance to pians and structural design after our review, it is my professional
opinion the building substantial'y complies'` ri� n the plans and structural intent.
My visits along with recommendations does r of relie,�e the developers, framers, or the
City as to their obligation to follow plans ani :ode,,.
We are not certifying or guaran''eeing the c� �r 3truc:i��lt work in any way. We observed
the primary framing components as reflectE J in ou- calculations. We did not check
various items such as nailing of the roof floor or dr.ig struts.
If there are any questions, please do not hE aI :ate t) contact our office.
Sincerely,
ESI/FME, Inc. �r'F ►►„�-•S:/cj�
Structural Engineers t� C r�EN �� 9
wQ
t C. qo. C-3 iaU't N
T_ Ex 1, 1803',:_106
Dale L. rorbOC.E.
• _/___
{
1800 E. 16th Street, Santa Ama, CA 92701 (7-.4)335-2800 •. Fax (714) 83E1-2819
GALa
1
5-7-13 , 9-2-0 , 114l-11 ,T 15$4 , 72-0.9 r _ _ _ 29415 , 36.34 , 40.35 , 4210-0, 45-60,
5.7--13 3Fr3 2-6-11 3-118 6-105 6.105 6105 4-0-1 2611 2-2-0
cs.m,
9.&
n . tau,
L �./ q
RDP r)X �5-7--
W maze.
}0 19 9
0 - .9 ftsmmmJ
74u
w
17to is 9 14 13
S LAIRD. 31S.M. 9 um. 3dMr2D-
9.2-0
17-11-11
27-1-8 3634 42-10-0 4540
9-2-0
-8.9.11
9.142 .9-142 6&12 2-2-0
LOADING(psf)
SPACING
240
CS1
DER in (loc) Well Lb
PLATES GRP
TCLL 16.0
lutes increase
125
TC 063
VerkW 035 V-18 >M 360
mm MM48
TCDL 14D
-Launber lnc a
125
BC 1.00
Vert(TL) -08317-18 >523 240
BCLL 0.0
Rep Stress Ina
YES
WB 1.0D
Ha zol) 0.18 15 r& na
BCDL 10.0
Cdde UBC97/ANSM5
Naito
Weo t 178 b
LUMBER
BRACING
TOP CHORD 2 X 4 F Not
TOP CHORD SheaM or2-63 oc ixAr, eueptend verticals
BOT CHORD2'X4HFNo2'Emepr
BOTCHY Riodeekgdue*applied cr8-0Oocbradig
B12X4HF165T1.5E
WEBS 1Ro+uatn pt 10.15
WEBS 2X4HFSkdWG
2RmsatMpb 8-15
REACnONS @Ikt e) 1=1402Mlwh�15 M100313 (awLk 038)
Mm(Ho¢1=19(load case 3)
Max UpW=19*W case 3),15=1010(Imd rase 3)
FORCES (b)-MaxgnunGmrpessiailM�mnrnTensm
TOP CHORD 14 3484152929, 23=337r.�484, 34l= -63A, 3.21=319L51%5.21 =3191519, 56=38471433, 6.7-24840, 74)=2486A 88= &79K
9.22-&37/342,10.22-847&Z 10.11=53410 -12 -SM 12-13=G74
BOT CHORD 120-X203246,19.21)=3853A03,18-19 3903,17-18=152/3475,16.17=(M851,15.161851,15.23=051,14 23-X51,1314=1941
WEBS 220=331108, 3.20 1, 5-20=916/47, 5.1&=-Ml5, 6.18=125W, 617=1193(461, 8n 166-1073, 8.1'S✓:i� 9.15=429'196,
10.15=10UM078,1a14=2W153,1214=52/58
NOTES (9)
1) Unbalanced roof Eve loads have been cm-ddeed 1Q Bis desgt
2) The truss has been da x dfior the bads go by ✓l0 rrph words at 25 ft above ground Wd loraI 100 r i 6om Bre hrarimneooear* e. ASCE 783
ocrnponerts and daddcrg e#enal p wsLre coetfiaerts for Bre hrted l) zone and 84 psf top drord and 6.0 psf bot3m dod dead Iced are being used The
desoasauneso-Tanycataj*kter*eV—Cardbtetrlp— fliisrtard'lim L ffendveracaLsacemfilemse)dAheyarearposedb
wrd ltpad . exst, tW are rote bwrd The Asrber DOL Increase is 1.33, and Bre plata grq iae - is 1.33
3) Provide adequate drainage b Pem wale pXxd3
4) Thistrtss has been designed fora 10.0 psf.bolorn dxrd Ke bad rmr=rcmentwEr artyogrefive load&
$) A plate r&V radon d 20D/D hasbeen aWW for Bre green llunberrrrBnbe&
6) WARNING: Requied beadng sb B atjdrrt(s)15 greater Btan irpA bewty sore.
.7) Re b girder(s) fix truss to hm connecBors.
8) Provide rnedraual caysclim (by ethers) dhuss to bmriq plate capable ol'Wram g 195 b Lipiatjoh I and 1010 b Wd atjoirt 15
9) Conhactorto vetTy loadrrgs and dmersbrs pia b fabirafron.
LOAD CASE(S) Sland3d
Q�OFESS/p�\
J101ANG CAO
C --D C 66380
rr
EXP. 01/30/Q'6 rr
N 0 0 0 0 i _rk_ &?a
V 1 /�Q
CAL�FO`�
May 16,2005
14
STANDAP.D REPAIR DETAIL EIR, BROKEN CHORDS, WEBS ST-R.�P�i
AND DAMAGED OR MISSNG CHORD SPLICES
MiTek Industries, Inc. Chesterfield, h
TOTAL NUMBERMAXIMUM
NAILS ON EAC
BREAK
X 'INCHES)
FORCE
BS 25%LOADDURATION
SYP
flF
__I
SPFHFOF
2X 4
2X 6
2X 4
2XIS
2X 4
2X6
2X 4
—
2X 6
2X 4 2X6
14 21
24'
1691
2836
1744
2617
1478
2218
15M
2260
18 27
3(r
2432
3648
2243
3365
190112851
1937
2906
22 33
36'
2972
4459
2742
4112
2323
3485
2370
3551
26 39
3513
5264
3240
4860
2746
4119
2798
4197
30 1 45
cur
4053
6080
3738
5608
"3168
3228
9843
DIVIDE EQUALLY FRONT AND BACK
,TTACH 2X_ SCAB OF THE SAME S17.E AND GRADE AS THE BROKEN MEMBER TO EAC -4 FACE OF TRUE
:ENTERED ON BREAK OR SPLICE) W1 CONSTRUCTION QUALITY ADHESIVE AND toe COMMON WIRE �
FWO ROWS FOR 2X 4, THREE ROWs FOR 2X 6) SPACED 3" O.C. STAGGERED AS SHOWN. (.148" DIA.:
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12^. (C =PLATE LENGTH FOR SPLICE REPAIR,;)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED !LI IS CALCULATED AS FOLLOWS:
THE LOCATION OF A BREAK MUST BE GREATER THAN OR EQUAL 'O THE REQUIRED X DIMENSION FROM ANY
PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM, i.'Y INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE TO REPAIR JOINT SPLICES.
NoTES:
1. THIS IS A SPECIFIC REPAIR DETAIL TO 9E USED ONLY FOR ITS ORIGINAL INS _:1MN. T `• IS REPAIR DOES NOT I.NPLY THAT THE R&MA0,1ING PORTION
OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPEC-TED TD VERIFY THAT NO FURTNER REPAIRS ARE REQUIRED. WHEEN THE
REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS VOLL-eSCAPABLE OF SUP'ORTING THE LOADS !NCICAT-tD ON THE ORIGINAL 94WIE✓RM DRAWING -
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYR ,3 REPAIR AND HELD IN PLACE DURING APPL:CA_.-ON OF REPASEL
3. THE END DISTANCE. EDGE DISTANCE, AND SPACING OF NABS SHALL BE SUCH AS TC. AVOID UNUSUAL SPLfiTiNG OF THE WOO&
L �VHEN NAILING THE SC ABS. THE USc OF A BACKUP WEIGHT IS RECOMMENCED TO A"DID LOOSENING OF THE CCNIIECTOR PLATES AT THE JOINTS OR SPLICES.
S. TH!S REPAIR 5 TO BE USED FOR SINGLE PLY TRUSSES IN THE ?X_ ORIENTATION ON..Y.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEWISM.11.