SFD (9802-125)54990 Avenida Madero
9802-125
LICENSED CONTRACTOR 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
Professionals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date
aiy:3 »1si 1 31; ati
.
JDate-?/ fi Signature of Cont a or
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
( ) 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 & Professionals Code).
( ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exempt under Section B&P.C. for this reason
Date Signature of Owner
WORKER'S COMPENSATION DECLARATION43
1 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 & policy no. are:
Carrier Policy No.
P9 L'VIC<3I i.:.120 f
(This section need not be completed if the permit valuation is for $100.00 or less).
( ) 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 s: all forthAth comply with those-provisio0s
,jDate ',/9/Applicant—
Warning:
/Applicant
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up 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
for a permit subject to the conditions and restrictions set forth on 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 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 State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for inspection purposes.
,Signature (Owner/Agent)' L_ -` Date
BUILDING PERMIT PERMIT; 4 CONTROL#
DATE VALUATION SM VN113100 LOT. 981021 V Ki TRACT 17-0028'r
JOB SITE APN _
ADDRESS
.tai%-946r'AVENWA.NWAA0
OWNER CONTRACTOR / DESIGNER / ENGINEER
CSF I"I F1 1)14,0NEL
P.O. B0.1 _ S9 1W. BON 369
USE OF PERMIT
X1111
7F3.t.W 41r
,f -4t Ipi S1
MAR 3 , 1998
COS.` e- 011? ('O*i "ter ` i'Pu.a1CI.9f) e
, R illi l' k-E,v; IS0N4M-AitY .
4"0N111'41t(0t7RyN 14;-P,
101.00014184M3
5<etf ski
P11,AN t-1IFT1; FVY
1,0I11)ttf_1) %1.1R
VEE, Malo ;i.r
to!—WO-V9.318
iti1 "lTli t4 'FLI. I'1 G
1011 4M-421-060
PJAIt "1'tt9t° A , FR;.'
101-0004,0-000
l !+1
VfAJ%4(0W0TfI;N
to14 9)-41'1-M)n
i^t
`;1'12.ONIO NAF) t'1'1)N 1' IX? , 14;131t,'ID
.101 000-2. R -000
SS `ill
OKAVIN rhls
tail -t iiir . 3 a
G(i.lftt
INFRAS`lRU('11)ftEY.E
'225.000 -et a-334
), t0:f).2
'PRf,'Vlyi'' 111,A N
101Of14-141 34;
R'5 tff)
`80la-'rY l t'A if , C'ON"S'T RUC,`TIGN, ANO (. PIAN [t ` 114,` X, [±t
SS
TOIAL MRM IT fekV% DIT V NOW
DATE I BY I DATE FINALED
QLHN I M
't**J.10 3.69
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs A
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck S
Exhaust Fans
O.K. to Wrap
F.A.U.
Framing 6 G
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
BLOCKWALL APPROV LS
POOLS - SPAS
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
OX for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
Final
Utility Notice (Gas)
ELECTRICAL APP��OVAL
Temp. Power Pole -41-1
Underground Conduit
Underground
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G. F.I.
Smoke Detectors
Temp. Use of Power
t
Final
Uti4 Notice (Perm)
COMMENTS:
-• tiff.. f"' wr
r
154 - TiA. M,
Building
Address al
Owner
CORONEL
Mailing
Address P.O.
City . . .. .
• J li - (9 a7
Contractor
CORONEL"CONSTRUCTION
Address P.O. BOX 389
_4
P.O. BOX 1504
% t - 78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
TRUCTION
APPLICATION ONLY
BUILDING: TYPE'CONST. OCC. GRP.
1389 A_9l1laI401rL_L::AA.P. Number -777— 2eS- — 012—
Legal
1Z
L,lly
State.Lic. City
& Classif. 3y ` Lic. # 22
Arch., Engr.,`
Designer
Address "" ` Tel.
City I Zip I State
Lic. #
LICENSED CONTRACTOR'S DECLARATION
I hereby affirmohat I am.licensed under provisiopps-of'Chapter 9 (commencing with Section
7000) of Division 3 of the Business and Prolessiorfs Cbde, and my license is in full fprce a)d
effect. -. / _. •+- - "' ,•, 2 S
OWNER -BUILDER DECLARATION
I hereby affirm that 1 am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a
permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also
requires the applicant for such .permit to file a signed statement that he is licensed pursuant to
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis
for thealleged 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, Buisness and
Professions Code: The Contractor's License Law does not apply to an owner of property who
builds or improves thereon and who does such work himself or through his own employees,
Provided that such improvements are not intended or offered for sale. If, however, the building
orimprovement is sold within one year of completion, the owner -builder will have the burden
of proving that he did not build or improve for the purpose of sale.)
( 1 1, asowner of the property, am exclusively contracting with licensed contractors to con-
struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
does not apply to an owner of property who builds or improves thereon, and who contracts for
such projects with a contractors) licensed pursuant to the Contractor's License Law.)
I'] I am exempt under Sec. B. & P.C. for this reason
Date Owner
WORKERS' COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurande, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
F] Copy is tiled with the city. ❑ Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed if the permit is for one hundred dollars ($100) valuation
or less.)
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.
Date Owner
NOTICE TO APPLICANT: If, after making this. Certificate of Exemption you should become
subject to the Workers' Compensation provisions of the Labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the
work for which this permit is issued. (Sec. 3097, Civil Code.)
Lender's Name
Lender's Address
This is a building permit when properly filled out, signed and validated, and is subject to
expiration if work thereunder is suspended for 180 days.
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 city to enter the above.
mentioned property for inspection purposes.
Signature of applicant Date
Mailing Address
City, State, Zip
Legal Description `O 7 13, ,o/,A/- r 7S, 7 - S_
Project Description 5 r C7 - t.// Jeu ir►t r i n.r /rd 0
S
r
Sq. Ft. No.
Size c Stories
No. Dw.
Units
Newf®-- -Add ❑ Alter ❑
Repair ❑ Demolition ❑
I
N
Estimated Valuation
u
PERMIT
AMOUNT
Plan Chk. Dep.
Ste• 6
Plan Chk. Bal.
Cons't.,,
Nech.
1
Electrical Ir M
Plumbing Li
I
S.M.I.
Grading
Driveway Enc.
Infrastructure
v
i aA
TOTAL
REMARKS
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE INSPECTOR
Issued by: Date Permit
Validated by:
Validation:
WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION
Desert Sands Unified School District
Notice: 82-879 Highway 111
' Indio, CA 92201
Document Cannot Be Duplicated 619-775-3500
CERTIFICATE OF COMPLIANCE
Date 3/31/98, APN,# 774-265-012
No. 16.831 Jurisdiction La Quinta
Owner NameEsequiel Coronel Permit # '
54-990 Avenida Madero
• No. Street Log # .
City La Quinta zip 92253 Study,Area
i'Tract # "Lot # Square Footage 1442
Type of Development Single Family Residence No. of Units 1
Comments
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered
patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes.
It has'been determined the above-named owner is .exempt from' paying school fees at this time due to the following
reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of
1.93 X 1,442 or $ 2,783.06 the property listed above and that building
s.*a +
permits and/or Certificates of Occupancy for this square footage in this proposed project may now bei's`sued,4.
Fees Paid By Cashier Check/Coronel Enterprises .Telephone 5-64-4.604'
r*Pbm ca.
Name on the check kA!
By
B Dr. Doris Wilson
Superintendent
Fee collected /exempted by Juanita Green Payment Received
Check No. 161315
Signature
NOTICE: Pursuant of Assem y Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified
above will begin to run from the dale on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to
collect them on the District('s)(s') behalf, whichever is earlier. r
Collector: Attach a copy of county or city plan,check application.form to district copy for all waivers.
Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting
i
I . nV " "i i -_ I '
IT
b"'I 4f C -I C-V-t.L) I
SALE. -ESCROW INSTRUCTIONS
WELL AFFECT YOUR LEGAL RIGHTS - READ IT CAREFULLY!
*EALTH LAND TITLE COMPANY,
iFred Waring Dr.
IA5
Desert, CA 92260
i836-3726
sl'* -0t,
Escrow No.: 98.70979
Date: 01/09/98
Page: 1
71
Ellskr*_' fficer: Kelly Collier
THEESCROW HOLDER IS COMMONWEALTH LAND TITLE COMPANY WHICH is LICEN4
DEPARTMENT OF INSURANCE.
Buyer., o - r his agent, will hand you or cause to be handed you upon signing of
,these instructions a deposit in the amount of.. ...... .........$
..1uygr,'.w1ll hand you additional funds prior to closing in the amount of .......... $
TOTAL CONSIDERATION $ 4`11"
and,ahy additional funds and instruments required from me to enable you to comply with'
instructions, which you are to use on or before February 23, 1998, and when OLE REPUBL:
COMPANY can issue a Standard Policy of Title Insurance Owners form, with liability of:.
$3.0..,000.00, on real property in City of LA QUINTA. County of Riverside. State of CALIF
CbmOohk!known as: APN 774-265-012-6, LA QUINTA, CALIFORNIA
r
-00T'43 275, UNIT NO. 25, SANTA CARMELITA AT VALE LA QUINTA. AS
-",','P E R
AAVRECORDED IN BOOK 19, PAGE 51 OF MAPS, RECORDS OF RIVERSIDE
(,ALIFORNIA
"E-Xc.eptany reservations of record of minerals, oil, gas, water, carbons and hydro
,
_Showing title vested in:
ESEQUIEL M. CORONEL, A SINGLE.MAN
Free from encumbrance except:
Current general and special taxes for the fiscal year in which this escrow
taxes for the ensuing year, if any, a lien not yet due or payable.
4, ' P. The lien of supplemental taxes, if any, assessed pursuant to the provisions f,,(
3.5 (commencing with Section 75) of the Revenue and Taxation Code of the Stat6..-.,(,
-California.
Q.-' Special improvement assessments, if any.
"..;1D11 Easements, rights, rights of way, covenants, conditions, restrictions and res.&I
'record. TM
viz
T w v
SHEET 1 > "
%.` CASS ROGERS - CIVIL ENGINEER * CONSULTANT
fe 73-533 JAME_SON ROAD, PALM DESERT, CA. 92260 — PHONE- (760) 779-5075 _
96a: (649) 779-5076 94 (760) 862409
ENGINEERING REPORT .
JUNE 4, 1998' "
PROVIDE DETAIL AND SPECIFICATIONS FOR CORRECTIONS ON SHEARWALL ,
REQUIREMENTS AS REQUIRED BY THE CITY OF LA QUINTA FOR EXISTING RESIDENCE
UNDER CONSTRUCTION:
? CLIENT:, CORONEL CONSTRUCTION, -
• s
1+ C/O ZEKE CORONEL
P.O. BOX 389
r LA QUINTA, CA 92253 ; r
PHONE: (760),564-4604
FAX: (760) 564-4202
SITE
LOCATION: 54-990 AVEBUDA MADERO
LA QUINTA, CA 92253
LEGAL
DESCRIPTION: ''LOT 13; BLOCK 275;:SANTA CARMELITA AT VALE LA
QUIN UNIT 25, MB 19/51, RECORDS OF RIVERSIDE
NTY, CALIFORNI_A.-
T
a
A C ` i T0: _` A265- 12 .
` F FESSIpy
Roy
.N-1. ; W No. 37112 _
Exp.%- -
`. PIpP - s'p P CIV 1t-
.,Np E pf CAl.\FD
6Y :a
(000'*2. w
70
CASSIE B. ROGERS, R.C.E: 3-f112 (EXP 6-30-00). DATE
FOR SHEETS I THROUGH --5
r Yr, L SHEET 2
DESCRIPTION OF PROBLEM: Y
1. Shear panels were supposed to be 21-811 wide with holdowns for standard.
UBC construction on this project. Also a 4'-0" wide,shear panel
without holdowns is acceptable for standard UBC construction. These
,shear panels are intended to replace the standard- diagonal brace,
required for UBC construction.. ,
2. Two shear panels were constructed at.2'-311. There wereFno holdowns•
installed for one of ,the panels. The holdown for the other panel is
.5" under the window.. The intended 4'-0" panel was constructed'at 3'-
RECOMMENDATIONS: -
1. Use Simpson HTT22 holdown straps where holdowns are required. Connect
holdowns to 2 studs minimum in accordance with the manufacturer's
requirements. Install 5/8" galvanized all thread anchor bolts,
.embeded 14" minimum with epoxy. See epoxy specifications. This is
recommended where the -2 holdowns are missing on the 2'-311..panel and
where the 3'-8" panel is less than the required 4'-011.
2. One holdown is. 5" offset , from the king stud and trimmer under the
„window sill.' Install additional trimmers under the window to provide.
,direct connection to the holdown strap. Install 3.each 3/4", bolts
with flat washers, equally spaced and connect the additional trimmers
.to the king stud and header trimmer.
3. Where the shear panels are V-3111 Install straps both sides . and'-
blocking at the header and sills as shown on attached shearwall
'detail, SH-3. Install shear paneling on both faces of wall,' above and
below the' window opening. The same shear paneling may be used as what
As acceptable to the City for the 2'-8" panels and 41--0" panels. The
straps and blocking effectively adjust the height/width ratio of the
;shear panel to meet the UBC requirments.- Shear panels on both faces
of wall will more than compensate for the 5,",reduction.'
Y } 4
SHEET 3
SPECIFICATIONS FOR EPDXY INSTALLATION OF BOLTS &
RE -BAR IN CONCRETE OR MASONRY:
1. ALL EPDXY INSTALLATION SHALL BE DONE IN .ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.-
2.
NSTRUCTIONS.2. HOLES MUST DRILLED TO EXACT SIZE RECOMMENDED BY MANUFACTURER.
3. HOLES MUST BE CLEANED AND' DRY 'IN ACCORDANCE WITH, MANUFACTURER'S
INSTRUCTIONS. SEE NOTES 6, 7 AND 8.
4. BOLTS SHALL BE ALL THREAD AND RE -BAR SHALL BE DEFORMED.
5. THE FOLLOWING EPDXY SYSTEMS MAY BE USED:
EPCON.SYSTEM - I.C.B.O. ES LISTING - REPORT #4285
SIMPSON ET - I..C.B.O. ET22 CODE LISTING -'REPORT #4945••
HILTI HIT C-100 SYSTEM - I.C.B.O. REPORT 4016:
6. ,DEPUTY INSPECTION SHALL BE REQUIRED ON ALL INSTALLATION OF BOLTS AND
`RE -BAR INTO CONCRETE -OR MASONRY.
7. PRIOR TO' INSTALLATION OF THE EPDXY, THE WORKER SHALL HAVE THE•
FOLLOWING.EQUIPMENT AND MATERIAL ON SITE AND READY FOR INSTALLATION
PROCESS:
Pa. HIGH PRESSURE AIR SOURCE AND AN AIR NOZZLE WITH AN EXTENSION
THAT, -IS CAPABLE OF EXTENDING TO.THE BOTTOM OF THE HOLE.
b. A STIFF BRUSH, SLIGHTLY LARGER THAN. THE DRILLED HOLE WITH A
HANDLE LONG ENOUGH TO EXTEND THE BRUSH. TO THE BOTTOMOF THE
HOLE.
c. A SUFFICIENT SUPPLY AMOUNT OF EPDXY TO COMPLETE THE JOB.
MATERIAL SHALL HAVE BEEN STORED AT ROOM TEMPERATURE FOR 24 HOURS
tr BEFORE APPLICATION.
r• r
8. ;;THE FOLLOWING INSTALLATION PROCEDURE SHALL BE,DONE IN THE PRESENCE OF
THE DEPUTY INSPECTOR:
'a. CHECK HOLE TO:BE DRY AND FREE OF MOISTURE.
b. MEASURE DEPTH OF HOLE FOR MINIMUM DEPTH REQUIREMENTS.,
"c. SCRUB HOLE WITH BRUSH IN A VERTICAL AND ROTATING MOTION TO DIS -
0 tLODGE ALL DUST AND LOOSE MATERIAL. INSERT LONG NOZZLE TO BOTTOM
OF HOLE AND PURGE HOLE WITH HIGH,PRESSURE AIR. REPEAT PROCEDURE '
UNTIL NO MORE LOOSE MATERIAL OR -DUST IS EJECTED FROM HOLE.
d. INJECT A SUFFICIENT AMOUNT OF EPDXY INTO HOLE WO THAT WHEN BOLT
= OR RE -BAR - IS INSERTED, AT LEAST'A SMALL AMOUNT OF EPDXY WILL
' EXTRUDE OUT OF THE HOLE, INDICATING THE BAR OR- BOLT IS
COMPLETELY ENCASED IN EPDXY.
".e. INSERT THE RE -BAR OR BOLT IN A ROTATING MOTION, TO THE.REQUIRED
% DEPTH.
9. !,,.BOLTS SHALL NOT -BE TIGHTENED OR RE -BAR PLACED UNDER STRESS UNTIL AFTER
MINIMUM CURE TIME HAS ELAPSED AS, RECOMMENDED BY THE EPDXY
MANUFACTURER.
10. ;'IT IS RECOMMENDED THAT THE HOLES BE DRILLED THE SAME DAY THAT THE
;,EPDXY IS INSTALLED TO AVOID EXPOSURE TO MOISTURE. IF HOLES ARE
~,EXPOSED TO MOISTURE,`'SPECIAL'DRYING `PROCEDURES SHALL BE IMPLEMENTED
,UNDER THE DIRECTION OF THE•ENGINEER.
'SHEET_ 4
• LIMITATIONS, OF THIS- REPORT
1. This report shall not be valid unless reviewed and approved by the
Department of Building and Safety.
2. All construction performed as a result of.this report shall conform
to the latest edition of the Uniform Building Code" that has been
accepted by the Department of Building and Safety,
3. The residential plans were prepared by others and the engineer is not
responsible for the design of the building. The engineer will be
'responsible only for the work he performs and no other part ,of.the-.
'structure. A lateral analysis is not being performed.
4. This report was prepared with no warranty, expressed or implied. The
;observations of the items of .concern were performed with diligence.
5.
The intent of the recommendations in this report is to address the
;concerns raised by the contractor, ZEKE CORONEL and the CITY OF LA
QUINTA. There is no guarantee. intended or implied that these
recommendations will eliminate the potential for future damages.
6'. In using this report, contractor, ZEKE CORONEL, accepts responsibility
'for all unknown risks, real or alleged, that are beyond the control
of the engineer. In the event that it is determined in a court,of law
:that the engineer is liable for damages, such damages shall be limited
,to the fees paid to the engineer for services rendered or as specified
,in a contract between the Contractor and the Engineer.
r
ME
F.U. pox bze
Thousand Palms. , CA 92276
Phone (760) 343-3461
Fax (760) 343-3491
BUILDIN, & -A"'-"-T'v @, F I l 9-FfENT
Z
X
,CU"O''I
0
ACCEP-ED FID"?
AND ALL APPLICABLE
DES
y
Job No, asr9oz
Name GORONEC
Projecf *We- Clio MAI>CRO
24-11-1.2
20-0-0
4-11-12
3D Layout
TRU S SWO RKS
343-3461
Jobname: B81902
Customer: COROINEL
WO: B81902
Scale: 1/16" = 1'
DRoofline
i
$sgnr: JLL Chk:
24-11-1.2
20-0-0
4-11-12
3D Layout
TRU S SWO RKS
343-3461
Jobname: B81902
Customer: COROINEL
WO: B81902
Scale: 1/16" = 1'
DRoofline
$sgnr: JLL Chk:
BR
Date : 5/12/98
TC Live 16.0
psf
DurFac - Lbr: 1.25
Tn"UHMAL
CORONEL
TC Dead 14.0
psf
1.25
BC Live .0
psf
O.C.DurFacS- ing
O.C. Spacing: 24.0"
4.0"
wovova Systems
BC Dead 5.0
TOTAL 35.0
psf
psf
Design Criteria: UBC
N Components : 32
WESTERN INSPECTION SERVICE
O PREFABRICATED TRUSSES
PLANT
0 AJ
DATE
INSPECTED
SPAN AND PIMi
0A) F
WORKMANSHIP
ADDRESS
JOINT ACCURACY
PLATE
MANUFACTURE JA
KNOTS IN PLATE AREA
PLANT CONTACT ENGINEERS DES_.DWG / AC8 ,
NON-SCHEDULED IN -PLANT WOOD TRUSS INSPECTION PIAWO'6'
AS PER UNIFORM BUILDING CODE STANDARDS SEC.2341 and SE)C.2343 and in
ACCORDANCE WITH ENGINEERED PLAN SPECIFICATIONS.
mltlaahla•
LUMBER GRADE
0 AJ
CONNECTOR PLATES
lee,
SPAN AND PIMi
0A) F
WORKMANSHIP
p, c
JOINT ACCURACY
BEARING or WOOD JOINTS
KNOTS IN PLATE AREA
C
SPLIT LIMITATION
PLATE PLACMvMNT
/:7
PLATE SIZE
C'11/0:
CONDITION OF PLATE TEEM
PLATE TO WOOD TOLERANCE
IN -PLANT HANDLING
'BUNDLING AND LOADING
ry
STORAGE
MARKING LEcmna-Ty
JIG & PRESS ADEQUACY
ORDER NO: /OR
(,"k A -T
7-
t314-
- - -------------
ji,
MOMENM: p
;_L) 41
Z ceid /V, AldA 14 A) 1) ')IV c K PPI:'
A' A A L J IAI(" 4'," A/T
SIGNATURE i
41,1,
P.O. BOX 25251. PORTLAND,ORBWN 97298 503/643-5916 FAX 503/641-7211
rt
AdVM
September 18, 1989
Nailer Trailer Co.
727 SoVith Eureka Rnad
lied1ands;,
Attn: Bob RJmdolph
Dear Bob, -
In response to the inquiry by the local inspector about the
need for ridge blocking between trusses I would point out two
reasons %.rhy it is probably not necessary. first, if the trusses
are sheathed with a minimum of 3/8" thick plywood and proper
lateral bracing, such as that shown in BWT-76 (a current Truss -
Plate Institute publication) is in place, racking, or roll over
of the trusses should no longer be possible. Secondly, since the
trusses are continuous framing members (continuous through the
ridge) ridge blocking isn't needed to ensure a continuous roof
diaphram.
In view of these items, there is really no structural
necessity for ridge blocking. If I can answer any questions for
you, pleon't hesitate to contact me.
S inc tye
w
/;
` '11
William D. ^'Bala, P.E.Structural Emngineering Manager
toOQP ESSI M
Ltj 32
cc
CIV\V
tF OF CA `,
lob Name: GOKVncL
t
Kin 7C -LCC KEACP
SIZE t IHEQ'D
70P a1'1Z0
BOL' (IM 2x4 HF' 165OF-1.5E
1 D- 1-12
2 20- 0- 0
821
988
3.50". 11.50"
3.50" 11.63"
2x'i. SPIT d
WE3 be
IJ>cl ly
3 24-10 0
275
3.50" 11.50"
maicet {1 may,
[C R>'KE AXL
END
61 {
1 -14% .02
2 -1293 .01
.30
.30
.32
.31 '
3 -621 .00
.40
.40
!
4 348 .05
.40
.45
3C FORCE AXL
RZ
CSI i
f
1
1 1374 .14
2 713 .171
.24
.27
.38
.34
3 394 o4
4 -283 .00
.27
.24
J1 1
.24 i
t4_B PCRCE CSI
2-? -369 .15
AM FCS CSI
4-8 292 .23'
3-? 617 .48
4-9 -1096 .47
3-8 -281 .39
i
All plates are 20i
3-4
Truss ID: T1;
91IS M91CR IS 93E CCNXGrIE E011TOff'
N1im E LOAD 01SE5. RFSi #]b07.
ELPM VATSES Alt ICED Fit
traded fcr 10 PSF mrO'1-IrraBCIL.
bin pla-- _.fore emrtux3 the t -se'
5-10-1 6-7-13
6-7-13 18-3-15 24 11-1
6-7-13 12-5-14
2- -
2 3 4 5
1 ,
-4 0000
{ 4.00
56
8 9 10
6 8-0-0 7 1 1-12 .3-0-4 4-11-12
16-11-12 20-0-0 24-11-12
8-0-0
2-0-0
CERTIFICATION IS TO VERIFY THE JOIST I BEAM
I TRUSS TO CARRY THE APPLIED LOADS. THE INPUT LOADS
AND DIMENSIONS WERE PROVIDED BY OTHERS AND MUST
BE VERIFIED AND APPROVED FOR THE SPECIFIC
APPLICATION BY THE PROJECT DESIGN PROFESSIONAL.
I,= LE21E) 2IN (spee)
14/999 IN NEM .7-8 (ISVE)
IP -.12" D- --14" T-- -.26"
JOU& i - ico-
O 0
2 6- 7-13 7 8- 0- 0
3 L2- 5-14 8 16-11-12
5 24-11-12 10 24-1112
00` tF ESS/p ,q
k N
M.
5-1- 0028710 rn
=0-3-1 LAJ OG
Exp. 9-30-98
glFOF CA1.i 1998
Trttswal Connectors unless preceddtl8iy for 18 gauge " or "Hfor 16 gauge.
OVER 3 SUPPaM
Eng. Job: .EJ.
WARNING Read all notes on this sheet and give a copy of it to Dh EEre ck ufCG rand done m ehc: EIR
This design u for azt. individual building comporwnt. It has been based on sPeciFiea onsl provided by g
designer shall ascertain thae the loads utilized on Live 16.0 psf
accordance Kith rhe eurrmt versions of TPI and APPA design standards. No rosponslbiGty Is assumed for dimensional accuracy. Dimensions are to c Ds = 1,
r floor TC
® I verified by the componeae;aanufacturer and/or bo the 1 1 buiildincod". fItis as mlmcd The building
h e tap chord is otherwise
laterally braced by the h is for lau'r"
this design meet or exceed the loading imposeA by id sheathing tnaterksl directly attarAed, unle$ otherwise noted. Htacing peed 14.0 psf
, rw'r C C' jOR 1(C sheathfag and the bottom chord is laterally braced by i rig t8
Ku aJ R l i v length. 7'[us component shall not be placed in any environment that will cause the moisture
0 sf
support of costtP°IIGus members snty to reduce buckling B wrtosion. FxDriwte, handle, install and brace this truss in accordance wish the following 6C Live P
I ( content 0E the wood uceed 1996 and/or cause -1,"Q or PC Dead 5.0 psf
'. standards: 'TRVSCOM MANUAL', by Tiwwal; 'CtrlA11TY CONTROL STANDARD FOR METAL PLATE COCONTECTBD ROOD TRUSSES' -
(Qndards , 'EANDLINO IINSTALUNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSEB' - (HtB-9I) and 'Hr9-9t SUMMARY 35.0 pef
Stc 200, Washington; DC' 2(x)36• I
P.O. BOX 626 T1{OU BAND t'Al.bls. CA 922;8 SMIisTaE T beny (A IPA) le a<", ss pl t 12ns Coe CTFI) isA.eec ,tNtN, S83 D'Onofrio Drive, Madison, Wisconsht 33i 19. • TDc American Poreat an Asper
muc
t
1 I I
5/4/98
Shale: 5/32" 1'
WO, 681902
1,acs 1,=1.25 Ps1.25
Rep ?oar Bna 1.15
O.C.8pacing 2- 0- 0
Design SPec 'UBC
ISegc 03.20.98- 6304
3
d
O
4
CD
CD
O
N
N
N
a
(n
O
W
W
W
CD
r
!
I
WO • ►+
job Name: CORONEL
, X -LOC iaPCr
SIZE IM'D
I
TOP CI)M 2x9 HF 1650F-1.SE
2x4 Ew 1650F-1.SE;
1 0- 1-12 1365
2 34-10- 4 1365
3.50"j 2.25" •BOTt
3.50" 2.25"
213 SPF SnD
F,W 2x4 HF 1650F -1 -SE 10-4
Rep )05 Bari 1.15
BC Live
.0 pef
'13IIS LESIGN IS u Cagl;CBI7E I ,T ICF
IC RIiCE AXI, RrD
CSI?
Design Spec UBC.
_mruE ISY13) =0
yUar#1607.
5153 .34 -34
2 -4690 .29 .36
.6711
.65 •
i
FwuxPER ICBGIZE3gFCH
Loaded fr 10 PSF =n-Ca%=rC t B21 -L' -
3 -3382 .09 .23
4 -3382 .09 .23
.32•
32. i
---------c--------------- -------
- -------'- .27 in.
Ll>---- }1ca-iz. LL m
5 -4690 .29 .36
.65,
'-------
-------- -------
--- -----
6 -5153 .34 .34
BC } F 8 A73 M
CSI , l
• .87,
i
.14
2 4156 .62 .12
.74 i
3 4156
4 4888 .73 4
.871 i
t f
!
i
VEB KKE GSI
2-9 -446 .20
VM FC 6i
5-10 '--1 33
i
,
3-9 431 .33 5-I1 I . 11
3-10 -977 .61 6-11 446 -20. i
4-10 1786 .27
Truss ID: T2
lateral FEB xg (CB)
z i]ed w/2-lod 1 .pb
CR 3x4 ^I"
w/ 8d at 8" o.c. CR a emb (awns as wt 1
2 axe to face at {T' to beth ectJeIcr
2 are z If 3 or arse zwe req -
use
to bah fares be %* Of -b
use QE- T
' Or amb rfst later, mid Z16 if web is 14o n . L3j
st,ess-9r-aclbd lutixr & bac oscmn mils
i
5 5 1 5 5 1 5-5-1 6-7-14
6-7-14 5 5 1 35-0-0
6-7-14 ' 12-0-15 J 17-6-0 22 11-1 28-4-2
7 - 4 5 7 '
1 2 3
moo
I q 00
5-6
f - 1
t 8
I
f ,
3-4
6-6
1.75 -
' 1.75
17-2-8 X24,
12
9 10 8-1-10 11 _¢ 6-
9-4-6 8-1-10 35-0-0
9-4-6 17-6-0 25-7-10
TYPICAL PLATE 2-4 a or "H'1 for 16 gauge.
All plates are 20 !gauge Truewal•Connectors unless precedat .BiY for 18 gauge
WARNjNG (Read all notes on this sheet and give a copy ofd y t the Erecting Contractdoneor.
This design is for nit individual bcilding component. I[ has been based on specifications provided by, the component aanufacurac wird men io
j -n. designer shall ascertain that the loads utilized on
11 aeeordaneo with she etu*ead versions of
TPI and APPA design standards. No responsibility is assumed for dlmecuiottal accuracy. Dimensions are to be
` verified by the component manufacturer ajid/o bunds lldh ocal 6 building code.
h iscastumed that trop chord is late
braced by the roof or floor
this design meet or, exceed the loading imp Y
w braced b a rigid sheathing material ssuinld attached,e t urticas otherwise noted. Bracing shtrvm is for lateral
TRU S S f O RKS sheathing and the bottom chord is my t r Y r The co component shall not be placed in any environment that will cause the the tum
folio
J support of components members only to riduce buckling fourth• mlecale. handle, install WOUD TRUSSES'
® f content of the wood execcJ 199b andlor Tt connectorUAL! fY CONTROL STANDARD FOR METAL PLJ TH CONNEaI:TED ice with the following
standards: 'TRUSCOM MANUAL', by ~
Ifff standard); 'HANDLING INSTALL, NO AND BRACING METAL PLATE COVNSC.TED WOOD TRb SEES' • (H[B•91) and 'H18-91 SUMMARY
Association (AFPA) is located at 1230 Coiwecdcut Ave, NW, Ste 200, Washington, DC 20036... i -
p.0. WK 6ze THOUSAND P'L i t5, CA 9L"76 SI IEET' by TPI. The'i"nsa Plate institute ('rpi) is located at 583 D'Onufrio Drive, Madison; Wisconsin 53719. The Atne[ican, ,Forest an aper
j
i t ,
CERTIFICATION IS TO VERIFY THE JOIST / BEAM
/ TRUSS TO CARRY THE APPLIED LOADS. THE INPUT LOADS
AND DIMENSIONS WERE PROVIDED BY OTHERS AND MUST
BE VERIFIED AND APPROVED FOR THE SPECIFIC
APPLICATION BY THE PROJECT DESIGN PROFESSIONAL.
NWX IEFLI mcli (SP4 •
1,/690 IN )'IDK 9-0 (LIVE)
Ie -.60" D
JoInt I0=-ic -
1 0- 0- 0- 7 35- 0- 0
.2 6- 7-14 8 0- 0- 0
3 12- 0-15 9 9- 4- 6
4 17- 6- 0 10 17- 6- 0
5 22-11- 1 11 25- 7-10
6 28- 4- 2 12 35- 0- O
T Q Of ESS/p ,
M.
6-9-11
S 1 0 2
CO28710 ' 17
=0-1 a M
Exp. 9-30-9 ,
CSV"- "'
TF OF CAOVZ''
ga
5/4/98
881902
Lug. Job: . EJ •
WO • ►+
C►ak: BR
Dagar t JLS•
16.0 psf
DtrrFace L-1.25 P-1.25
TC Live,
TC Dead
14.0 pef
Rep )05 Bari 1.15
BC Live
.0 pef
O.C.Spacing 2- 0- 0
BC Dead
5.0 psf
Design Spec UBC.
35.0 pef
8ec 03.20.98- 6306
TOTAL
ob Name: CORONEL
EFG X -IDC REPCT
SIZE 1 I@ D
IL1P dJ 2x4H
SOP CHIM 2x4R
1 0- 2-12 1365
2 34- 9- 4 1365
5.50'! 2.25"
5.50'i 2.25"
Zx3 S
THIS MSIIN 7B ME C
FESEApM REpCFC #1607.
scab to faces. If 3 or Irons are req -
"f ' scab mist Ix 901 of wr11
1
MOLZ TE LOAD CASF
ZC FOF4CS AXL END
C51
ELIZE VATIE9 PER* ICE
1 -3(r5
.11 .22
.33
Loaded fir 10 FSF rr
2 -2774
06 .26
.32
i4
3 -1977
.03 .26
-1977
.03 .26
0
101
5 -2774
.06 .2626
-3075
.11 .22
BC Al2C£
A`lL END
CSI
j
1 2865
_43 _09
.52
2 2436
.27 .35
.62
3 2436
.27 .35
.62
4 2865
.43 .09
.52
i,n FLRf:
2-9 -338
CSS lB FtRZE
•18 5-10
CSI
1
i
3-9 316
3-10 -719
.25
.88
•828
5-11+ 316 5
6-ni •1B
4-10 835
.65
L338
All plates are 20
ID:
'
1650F -1.5E
1x4 rnr iruotas (CI.B) .
;3aT w/2-lOd lasted fc -
® b
'T'
1fi50F-1.SE
5'ILD
TfS RE:712 CI?
CR llc4 1
w/ 8d at 8" O.C. CR a scsab Insane a9 " )
w lOd at e" o.c• if
1Y711Cd to fans of v
exit 'T' to bfh edges ca
FESEApM REpCFC #1607.
scab to faces. If 3 or Irons are req -
"f ' scab mist Ix 901 of wr11
1
use (SB. to
length, aryl 2+d if VL is >
stress-gracled luri er & bens to" rails
9 D rwg:
6-2-10 23-8-10 28-9-8 35-0-0
6-4-8 11-3-6 17-6-0
2 3 4 5 - 6 7
t
-4.00
5-6
6-6 I 6-6
2-4 i
2-4
I 3-7
7 _
- -
1011 12
8 9 i 8.4Z 91-14
9-1-14 , 5-0-2 35-0-0
9.1.14 17-6-0 25-10-2
I
Truswal Connectors unless preceddtIlt3iy for 18 gauge or 'H" for 16 gauge.
ag
WARNING I Read all notes on this sheet wfd give a copy of it low heomponentfman manufacturerand done in
by
This design it for in individual building compeoem- It las been based an specifications respo nslilyisprovided su Pen Dimensions are to be
Iccordauce with the currant versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy.loads tilized on
verified by the component manufacturer and/or buslthe lopl bitild'utg igner coda r to Ih is assumed that the top chord d is laceuilding designer lrally braced by the roof or floor
This design meet or exceed the loading imposed by d sheath' material directly attached, artless otherwise noted. Bracing shown la for lateral
sheathing and the bottom chord is latera0y brace by a rigi mg environment that will cause the molstum
support of components members only to reduce buckling length. This component shall not De placed m any
handle. Install and bines this truss in accordance with the following
contwt of flu wood ecce; ed 19% rr
and/or cause connector plate corrosion. Fabricate,
standards: "TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL- PLATE CONNECTED WOOD TRUSS
Wisconsin 53719. The American Forest and Paper
(QST?8), 'HANDLING INSTALi_INO AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' -(HIS-91) and'HIB-91 SUN X
SHEI,r' by TPr. j•1hc Truax PWc InsHrtaie (TPI) is located at SRo Waahingion DC 200.36. j ' - -
A.-ietlen (ATPA) is located at 1250 C&mccicut Ave, NW,
,I
TR® ORKS
P.O. nUR 4526 Tl lousAND P A LMS. CA 92276
l
CERTIFICATION IS TO VERIFY THE JOIST/BEAM
/ TRUSS TO CARRY THE APPLIED LOADS. THE INPUT LOADS
AND DIMENSIONS WERE PROVIDED By OTHERS AND MUST
BE VERIFIED AND APPROVED FOR THE SPECIFIC
APPLICATION BY THE PROJECT DESIGN PROFESSIONAL
MAX
50MX9-10 I' :
IP -•25" D= -•29" T= -.54"
6-2-10 4-10-14 6-4-8
6-4-8 414
-- JOi1i La2tln3s o--
7 35- 0- 0
1
2
0- 0- 0
6- 4- 8
8
0- 0- 0
3
11= 3- 6
9
9- L-14
4
17- 6- 0
10
17- 6- 0
5
6
23- 8-10 ]122
28-
35510- 0
oQR0F ESSIQyq
6-9-
S
9 S CO28710 r"
Cr Exp. 9.30-98 m
ID -3-10-3-
CMV
£ OF CNO 4 1998
5/4198
Scale: 1/8" = 1'
Eng Job: ,E- WO: 581902
Chk t Eli
Deer: OLL
16.0 psf DurFace L-1,25 P-1.25
TC Live
TC Dead 14.0 pef lisp Mbr End 1.15
BC Live .0 pef O.C.Spacing 2- 0- 0
EC Dead 5.0 psf Design Spec UBC
6311
TOTAL 35.0 psf Sega 03.20.98-
3
o,
Lc
O
JA
CD
C0
O
N
N
N
..0
s3NI
T,
FHs
aN731OV9
V 11
0. T3
0
P101 Sl A -3 11
no
. T , A, 1
0
1
:s
no 0
'0
to 0
10e. -
V 11
0. T3
0
P101 Sl A -3 11
no
. T , A, 1
0
1
: 2'X3 OR 2;i: C
u_aS q
is O.C.
2X430 -TOM
-SACKING DETAIL
(OPTIONAL)
' DETAIL A
IS:D• -Russ
?LA-_
- — - 3RA`cZ DETAIL - ---
DETA_ L 3
&Ai S)k:>+C S' -t' N CV
CA cvi 4 Tx. fir. =AL ILI2 = D_SZCH LOADS: -
} 1) TZ L.. ROOF
LOAD, ?Q
ri?H u.
? _
II 2) 30
x x N -D S` . O
f \ \-X'OSU:R3 -3-
?S = 0=5 i CN >
• 2 X o r•r r0.. 0,•: _cru° 2- _ ,
CORD
2X3 OR 2Xe NOTE:x x
r F
1l i.
®-=H'S L ONS %.Rc
S?F Sru-i sd`S W1 THOU—, I! o
CPAD-- OR 3_TT:R 3ACXINC
TI-1 s 1S sT wterL k uJC-
9
N,40 :5,-W jEj> ey TRUs s woR cs 0(' c l oR
6
PFR PL/SNS ov- -
x B LOCK w/ 2x4 toP C(ioeD
z)(G
$LccK wl 2x6- Top cfio2D
j5(4 p,uN Fdz Locp Tiuq off L`(
5F4ER- TrMA5FEQ '1(& 51M P5oN M3 F
ALT BLOCK oM ThE GU I SI DC or- L SO oN TijC
LOCATIoK MAS. t:RC rD I 5PEOFIE-D 4
Y n1'cl (TECT o2 ;_;!C(', oI= 2ECpRp
S oPED 6LOCK 1 tT l(, A SPhcE PC-(Z-
THIS,
LTN15 TL(i pX Dck-1"
PpG -TI: u55c Jc(z
a.
E.N.
t
S('CCIAL oppFR 2x QEVE(-
3(ocK hC1 Nl- A5 REQD
1
P _ —
- 0 3SF, Ir"- SPECIF►ED ' ._
1t4 A 1`' C 1-4 I TE CT5 P LAN 5
A35F
Show N FO Z LocAT(oN
CO28710
(3CvEL &Lock DETA(L 0
EXP.9-30-98
OCT
1
DEADLINES ENGINEERING s\ j C►v► 10-6-9S f OF VI\-O
q-I -4Ir