SFD (001591)52050 Avenida Madero
001591
TW t 4 64 Quba
Building
Address 52-050
Owner
Pat ialwtr
Mailing
Address P.O. B 955
City Zip ITel.
Contractor
P.O. BOX 1504
78-105 CALLE ESTADO
LA QUINTA, CALIFORNIA 92253
Aaaress abMVI
City lZip I Tel.
& Classif. I Lic. #
Arcn., tngr.,
Designer
Address Tel.
City (Zip (State _ I
Lic. #
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section
7000) of Division 3 of the Business and Professions Code, and my license is in full force and
SIGNATURE DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I 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 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).
❑ 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
or improvement is sold within one year of completion, the owner -builder will have the burden
of proving that he did not build or improve for Me purpose of sale.) _
❑ •1, as owner 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 contractor(s) licensed pursuant to the Contractor's License Law.)
O 1 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 Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
O Copy is filed 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
Ihereby 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 /+ v y te -t f.' f :•_- Date
Mailing Address f
City, State, Zip
HARD COPY
No. 001591
BUILDING: TYPE CONST. VH OCC. GRP.
A.P. Number 773-20-3-00A tot A
Legal Description
Project Description
R 3
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 16--27 -85 Permit
Validated by:
Validation:
A203U 7 22 i74'L37 CK
VW, 1408
Sq. Ft.
Size MR 462
No. No. Dw.
Stories Units
New a Add ❑
Alter ❑ Repair ❑ Demolition ❑
Estimated Valuation
y f}
75049.180 ry21 ed
PERMIT
AMOUNT
Plan Chk. Dep.
254-00
Plan Chk. Bal.
52.56
Const.
361.00
Mech.
31,100
Electrical
6+9.74
Plumbing
77.00
S.M.I.
5.3 i
Grading
Driveway Enc.
Infrastructure
TOTAL
1.992.37 1..742.37
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 16--27 -85 Permit
Validated by:
Validation:
A203U 7 22 i74'L37 CK
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO . PLUMBING FEES
1ST FL. SQ. FT. ® $
2ND FL. SO. FT.
POR. SQ. FT. ®
GAR. SO. FT, ®
CAR P. SQ. FT.
WALL SQ. FT. ®
SQ. FT. ®
ESTIMATED CONSTRUCTION VALUATION $
UNITS
MOBILEHOME SVC.
POWER OUTLET
YARD SPKLR SYSTEM
BAR SINK
ROOF DRAINS
DRAINAGE PIPING
DRINKING FOUNTAIN
URINAL
WATER PIPING
NOTE: Not to be used as property tax valuation
SLAB GRADE
FLOOR DRAIN
MECHANICAL FEES
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASH ER(AUTO)(DISH)
APPLIANCE DRYER
ROUGH WIRING
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
DUCT WORK
LAUNDRY TRAY
AIR HANDLING UNIT CFM
GAS (ROUGH)
KITCHEN SINK
ABSORPTION SYSTEM. B.T.U.
TEMP USE PERMIT SVC
WATER CLOSET
COMPRESSOR HP
POLE, TEM/PERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER B.T.U.
SQ. FT. ® c
BATH TUB
WATER HEATER
SO. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SQ. FT. RESID ® 11/4 c
SEWAGE DISPOSAL
BOND BEAM
SO.FT.GAR ® 3/ac
HOUSE SEWER
$
GAS PIPING
PERMIT FEE
PERMIT FEE
I PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. JEE
STRUCTURE PLUMBING ELECTRICAL HEATING 6 AIR COND. SOLAR
SETBACK
GROUND PLUMBING
UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE
ROUGH PLUMB.
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS
T. SEWER OR SEPTIC
ROUGH WIRING
DUCT WORK
ROCKSTORAGE
FOUND. REINF.
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APP./EQUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE
r
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
$
GRADING
cu. yd.
plus x$
=$
LUMBER GR.
FINAL INSP.
FRAMING
FINAL INSP.
iROOFING v{ G
1
IL VENTILATION J
DECO
REMARKS:
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
i
THING
MESH
NSULATION/SOUND Shy
/
/r ! FINISH GRADING If/g,
FINAL INSPECTION
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURES/INITIALS,
GARDEN WALL FINAL
't"%fIE0
C \\I I// c o
= 1 ! O
H BERMUDA DUNES r
RANCHO MIRAGE
INDIAN WELLS ti
PALM DESERT a
d`'LA OUINTA
'''p INDIO y
Desert Sands Unihed School District
82-879 HIGHWAY 111 O INDIO, CALIFORNIA 92201-5678 • (619) 347-8631
City of La Quinta
Department of Community Development
78-105 Calle Estado
La Quinta, CA 92253
April 5, 1985
Re: Lot #4, Block 37, Santa -Carmelita at Valle, Unit #3
Gentlemen:
The developer of -the above referenced lot
has mitigated its impacts on our overcrowded schools by -payment
of the amount of $628 per unit to be applied to the cost of
district educational facilities made necessary by such new
development.
Sincerely,
nA
John D. Brooks
Assistant Supe.rintende.nt
Business Services
'JDB/crm
al
COUNTY OF )RIVERSIDE, DEPARTMENT OF HEALTH
PERMIT APPLICATION FOR A SUBSURFACE DISPOSAL SYSTEM
Applicant: Submit this form with three copies of a scaled plot plan drawn to county specifications required on the
attached check list. A non refundable filing fee of $15 is required when the application is submitted. Check must be
made payable to County of Riverside.
Name
Mailing Address
City
8tate
Zip Code
Phone
G
'Property Address
Legal Description of Property (Lot, Parcel Map ,Tract).
✓ rr 7
'Assessors Parcel No.
Water Serving Property From
Lot size
0
G'
Signature of Applicant Date -
'The above information must be verified from Building Application
Staff Use — Do Not Write Below This Line
Initial Date
WQCB Clearance required Yes ❑ No Q
Soils feasibility report required Yes ❑ No u
Detailed boring report required Yes El No °
Detailed contour plot required Yes ElNo "
Comments:
Soils or -boring report by Date
Approved by Date
,_
Soils Map Page Soil Type Tract File No: '' ' Other
Number of Bedrooms
Septic Tank Size (gallons)
Rate Required
Type of System
C'
New Addition Replacement
Ell Cl
1:1
Leach line sq. ft. of bottom area trench
Leach bed (sq. ft. of bottom area bed)
Seepage Pit Diameter
Number of Pits
Seepage Pit Depth B I.
Total Depth of Pit
Location of System
q
Additional Requirements
A permit is approved/for the design of a subsurface disposal system as indicated on the accompanied plot plan
using the requirements set forth in Section B above. A building permit is necessary for the installation of the above
designed system.
Signature of Health Official Date
Receipt No. '' Issued By
District: Riverside ❑ Indio ❑' Hemet ❑ Date
DISTRIBUTION: WHITE - Office File YELLOW - Applicant PINK - Building Dept. GOLDENROD - Pending File
DOH SAN 122 (Rev 10/84)
:;r
UM Ennin'Eus.1m.
1731-A WALTER STREET •
October 18, 1985
E:CEWED
OGT 2 21995
CITY OF LA OUINTA
COMMUNITY DEVELOPMENT DEPT
VENTURA, CALIFORNIA 93003 • PHONE (805) 642-6727
B -15504-P1
85-10-246
Pomona Valley Equipment Company
P.O. Box 457
La Quinta, CA 92253
Project: Avenida Madero and Durango
La Quinta, CA
Subject: Compaction of Residential House Pad
Report of Field Densities
On.July 30, 1985 a representative of our firm performed density tests on the house pad
on the above referenced project. Tests were performed in accordance with ASTM
2922781 and ASTM 3017-78 Nuclear Density Test Procedure. Tests performed as per
authorization of Bob of Pomona Valley Equipment Company.
The estimated locations of the tests are presented on the attached plan with their
results being.. summarized on the attached.test report sheet. A total of two (2) density
tests were performed. Test results indicate that a minimum of ninety (90) percent of
relative compaction has been obtained within the areas tested. The maximum density -
optimum moisture was determined in the laboratory.in accordance with ASTM 1557-
78, Method A, five layer curve. Test results are as follows:
Soil Description Maximum Density Optimum Moisture
Brown very silty very fine
to fine sand 110.9 pcf 12.5%
VENTURA LANCASTER
(805) 642.6727 (805) 948.7538
BAKERSFIELD SANTA BARBARA PALM SPRINGS SAN LUIS OBISPO
ionrX 1)1)'7 c. cn Iona% ncc 11114n &.1%% ono n4-24 ionc% r A A M10'7
October 18, 1985
Limitations:
B -15504-P1
85-10=246
The compaction operations were completed at the time our personnel were
called to the site. The test results summarized in this report present the
moisture and density only at the locations and depths tested on the specified
dates. The summarized field and laboratory tests were performed in accordance
with engineering principles generally accepted at this time and location. No
opinion is expressed as to the uniformity of the material, compaction, nor
adequacy of the material to. perform its intended function. No guarantee or
warranty of the contractor's work is made or implied.
If there are any questions, please do not hesitate to contact this office.
Respectfully submitted,
BUENA ENGINEERS, INC.
ASZR-
Norm Jackson, Jr.
NJ/CSH/ms
Copies: 4 - Pomona Valley Equipment
2 - City of La Quinta
2 -PS file
1 - VTA File
Reviewed and Approved
9. !✓it-
Ray nd E. Brannen
CE 28966
Rl1FNA FNGINFFRS INC'
CONTRACTOR:
ADDRESS
REPORT OF RELATIVE COMPACTIONS'
Job No. B -15504-P1
DATE: 10-18-85 Report No. 85-10-246
JOB & LOCATION: Avenue Madero - Durango
TEST NO.
DATE
DESCRIPTION
% MOISTURE
DRY DENSITY
RELATIVE
MAXIMUM
TESTED
IN PLACE
IN PLACE
COMPACTION
DENSITY
1
7/30/85
Per Plan 0.5 BFG
11.2
106.7
96
110.9
2
7/30/85
Per Plan 2.0 BFG'
11.4
110.2
99
110.9
BFG = Below Finished Grade
1
WE CERTIFY THAT THESE TESTS WERE PERFORMED IN CONFORMANCE WITH
COPIES
BUENA ENGINEERS, INC.
DEPARTMENT OF BUILDING & SAFETY oSi
COUNTY OF RIVERSIDE
CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES
fro
_ (l9 L'1
C90
UNITS
32
IST FL. SO.
JOB ADDRESS
COMMUNITY
YARD SPKLR SYSTEM
2ND FL. SO. FT'
VALUATION
F.C.C.
GROUP
TYPE
SO FT •
1-C) L{
(o Cj
MOBILEHOME SVC.
PLAN NO.
BAR SINK
POR
SO. FT. O '8'0G
Dbl
a
POWEROUTLET
PLAN CHECK
PLUMBING
ELECTRICAL
STRUCTURAL
FIRE MARSHAL
AUDIT
C.R.T.
REMARKS:
ROOF DRAINS
PL CK. FEE
GAR.
$307
d
CONSTRUCTION FEF
Obi
DRAINAGE PIPING
oO
CARP. 60. FT. •
DbI
t 'l -6-
oO
SMI FEE
II s
WALL SO FT •
PLUMBING FEE
Dbl
i L
`r"
DRINKING FOUNTAIN
SO. FT. O
SY
TOTAL FEES
s (- '3ci
I4
URINAL
RECEIVED BY
ESTIMATED CONSTRUCTION VALUATION
t 3 ,
WATER PIPING
oZ OO
NOTE: Not to be used as property tax valuation
FLOOR DRAIN
MECHANICAL FEES
WATER SOFTENER
VENTSYSTEM FAN EVAP.COOL HOOD
L
c
SIGN
WASHER(AUTOXDISH)
APPLIANCE DRYER
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
LAUNDRYTRAY
AIR NANDLINGx UNR CFM
RTTCHE N `S'IINX
ABSORPTION SYSTEM B.T.U.
TOW USE PEfONT SVC
WATER CLOSET
COMPRESSOR HP
OC
POLE,TEMIPERM
L p GO
LAVATORY
HEATING SYSTEM FORCED GRAVITY
(
GO
AMPERES SERV ENT
SHOWER
BOILER B.T.0
SO. FT a a
BATH TUB
SO. FT. ® e
WATER HEATER
S'
MAX. HEATER OUTPUT, B.T.U.
SO.FT.RESID a tie
SEWAGE DISPOSAL
SO.FT.GAR • Tie
g d
HOUSE SEWER
3 O
GAS PIPING
'L pp
PERMIT FEE
(ca
()d
PERMITFEE
U 0(.3
PERMIT FEE
t p o0
DBL
TOTAL FEES
MICRO FEE
MECH. FEE
PL CK. FEE
CONST. FEE
ELECT. FEE
SMI FEE
PLUMB. FEE
6
g Od
JOB ADDRESS
COMMUNITY
OWNER
USEOFPERMIT
VALUATION
F.C.C.
GROUP
TYPE
MICRO FILM FEE
Cop
=
PLAN NO.
PUN CHECKER DATE SUPP. TO PERMIT
MECH. FEE
Dbl
: 8
06
PLAN CHECK
PLUMBING
ELECTRICAL
STRUCTURAL
FIRE MARSHAL
AUDIT
C.R.T.
REMARKS:
DATE GATE
NOTAPPROVED APPROVED
CLEARANCE REG'D
❑ GRADING
ROAD DEPT
❑ HEALTH DEPT
❑ PLANNING DEPT
LAND USE
PL CK. FEE
$307
d
CONSTRUCTION FEF
Obi
=' G14
oO
ELECTRICAL FEE
DbI
t 'l -6-
oO
SMI FEE
II s
3
PLUMBING FEE
Dbl
i L
`r"
S'; ,_
SY
TOTAL FEES
s (- '3ci
I4
M.O. N.C. CASH ❑ CHECK
RECEIVED BY
TREES REOUIR D
SEWAGE SYSTEM
T LL P
SEWER DISTRICT
FORM 284-58 (REV. 8178)
0B.TRUSS MFG.,Cow LET US DESIGN A TRUSS FOR YOUR ROOF
CER TIPIE1
,
CL INSPECTION v
S ICS® AA -5103 i
o
IN STRICT ACCORDANCE Mansard ,
WITH UBC 25-17
KE FA ICAT'
3-HingedArch
J. R. TRUSS MFG. CO. i
"WE'LL COVER FOR YOU" '
• Pi • 54465 29 Palms Highway
ggyback Yucca Valley, California 92284
365-9414
Engineers Note: Configurations shown
are the most commonly used. Many J 13 TRUSS ,
variations are possible (e.g., a scissors truss NBU 8408
may be a cantilevered scissors). Consult 5446129
with our engineering departments for PALMS H1iVY San Bernardino County
possible variations. YUCCA VALLEY CA 92204 . Riverside County 1
Trusses @ 21-0" o. c.
TRUSS CONNECTION TO EXTERIOR WALL.
Sequence:
eyA• Nail spacer block to truss
B Setilnext Zrusdata$ainstdAock and toe nail to plate
C Drivem'all•lhrougHRrusdarito.:block
D Back nail trusses to plate after all trusses erected
FRAMING AT INTERIOR DOORWAYS
Single 2 x 3 Plate
2 x 3 2x3s
studs studs
Single 2 x 3 Header
TRIMMERS NOT REQUIRED, BUT
MAY BE USED AS CONVENIENCE
IN PLUMBING DOOR JAMB.
File No: CD -1
Date: 12/1/74
Ref.: S Dea.8y: M Ck.
Spacer Block
Exterior Wall
NON-BEARING PARTITION PERPENDICULAR TO TRUSSES
2 —I # Bottom Chord
of truss
2 x 3 Plate
M, 1 - 16d nail
k 2 N
N
Partition Stabilizer may be substituted for 16d nail SECTION 2-2
at 48" o. c. if double wall plate used.
NON-BEARING PARTITION PARALLEL TO TRUSSES
21-011(typ.) 3
2 x 4 Block with
2-16d nails each end
Bottom Chord
r'r r T of truss
" " PtatP _4_1
- 16d nail
SECTION 3 - 3
CONNEC70Ra it W 5.,r we Of prime quality 20 and 18 fax. I pNvanhed eheet-neel and we distin0ulehed n MO.— POSMAIINO: Gleba ane0 be looted m both face, d truss sofa plead TR
edketedbyPro fix "r1:0leadlPar sq. In_ 1r'aA1- WV. TeetharepunchadlwoPer holeat. ICa.25"mleHole. weInlitell. SO"conerenaaeyrcifte'Mpeeeerdeeeembnodwn.leenoted TRUSWAL
Indicated by Or oft "71: 4 tooth per sq. h,-.25"aAU'• long. Two teeth par hole.7I" oc with lobe lotted 9W from o arat her. DnrrS ofCXCATE SIZE OF PLATE IN PC HE S. ROIV EL
knad by prefix -11'1:10 teeth per sq. lo -.10'a37" long. Teeth we pundud two per hole 0.25" x.75" mc"Wes err In line. /Sutfhi-G-Indlnba 18 go. *b* u,ed AO poems are 200a.
en ap d.1 R. UM tarn — with every lhlrd row of teeth aml hal. omitted itFor belt deai¢1 values. see LC.B.O. RRI1607 n10 RR 0Ie69.
ANAHEIM
DETROIT
ATLANTA.
3
m
X
«
N
N
W
X
N
SECTION 3 - 3
CONNEC70Ra it W 5.,r we Of prime quality 20 and 18 fax. I pNvanhed eheet-neel and we distin0ulehed n MO.— POSMAIINO: Gleba ane0 be looted m both face, d truss sofa plead TR
edketedbyPro fix "r1:0leadlPar sq. In_ 1r'aA1- WV. TeetharepunchadlwoPer holeat. ICa.25"mleHole. weInlitell. SO"conerenaaeyrcifte'Mpeeeerdeeeembnodwn.leenoted TRUSWAL
Indicated by Or oft "71: 4 tooth per sq. h,-.25"aAU'• long. Two teeth par hole.7I" oc with lobe lotted 9W from o arat her. DnrrS ofCXCATE SIZE OF PLATE IN PC HE S. ROIV EL
knad by prefix -11'1:10 teeth per sq. lo -.10'a37" long. Teeth we pundud two per hole 0.25" x.75" mc"Wes err In line. /Sutfhi-G-Indlnba 18 go. *b* u,ed AO poems are 200a.
en ap d.1 R. UM tarn — with every lhlrd row of teeth aml hal. omitted itFor belt deai¢1 values. see LC.B.O. RRI1607 n10 RR 0Ie69.
ANAHEIM
DETROIT
ATLANTA.
V n!. : \ cnt hl, H'k n.:, •, lu• on:il t. 11
R-2. 4x4.5 -her-o no f'r n! rG•qu: r.•II
R-. 8x3 or equal
L ('ulnul fnr 3s4 larl il:.;
'1111' - l yll•• r'.: I,.L':
4-1
.. 1'''! g`J t7ull.,nk1 .
21- 16x1 na
' oEy nco..
1>I': lr:\ 1''t llr I 1 1'If 11 f.:\Itl.l': I•:\I)'I'Itl` • c ~
+ 3677
<
orr R.C•Pp .IZ q. Cf•N 0
aVl.RO [r "C'EfS.Oy I
' " 116016.i
Scot —.IIIIrR Z
i p J CR7Ll i
e
r.011fNq
1 4!
- ys Hell i< ^If K,.f .
4`gyK fAr
R -2.4x4.5 aJ
C rmrt L
rf f
GAM.h: VND'1'IIIISS
nails
Plate Line
ALL LUMBER TO BE:
STANDARD GRADE_ lfrM-FIR
OR BETTER
File No. CE - I
Date: 12/1/74
igy5wa CONNECTORS . q. S.T •.e d ry+..e R....ry M ,ro IB q. • • q.N.nf Hl y,eal .IM .ro ye O.e.p.y,.0 •. sda.s.
B,Mnpe fq n, 17''...r'y Te<n
$fllr"wI n—"
0.G I`S INUCGTE SIZE OF .LATE WINCHES.
d4>
Ref: R -S-25-1 Dee. Hy:M Ck. B
-Arl
q ye P^c aV .R a Id x.1.10", 73"RG Hd<. y+ IN
p.ypOp 1•IIOUIM oY p<.. 'R 1 10 .ee,n D.• wn, 10". 71' Iq,q Iee:n .•r pv Gron M1q x n• < a 7s•'..1s o r Ndes yr ., y.r
N_O•Ie1 Ve,IeOgae.. nN:
IVNBER: Sw INa ^ • ^ /^p+d<G toe0ei.s . aK IOaglu
x wofw,nM -ndr Nems... slleol.•a
..itt33i RUMM
' y
.f. pe<urR.y0p0eoMe<IO.ane•r/m.R•ad ern.b aeso..urq
l
OQO
ROSIrIONINO:A.IesfM.p<.00.IK Morin „<ra Olu ts.ro dlCK fCOKOr. ,npnC<ne. ess ,n..,..fe„dK
IS,^.'t".YfC I< IS q. voc.weR Ndnd...<209.
Q dJiJlL1 iJ
..
•Fd wsc qew.. r...<f. see lC BO Rq•1601,
a signooe company
OF M
1U S12
las Fit m;
e1 HF
TOP CHORD `"
2x 4 1 i I I 24' 0"
BOTTOM CHO 2 A 4
24' 0" 21' S" 2
WEB MEMBERS 2.4 STANDARD OR STUD GRADE HEM -FIR. 2x7 •2 HEM -FIR OR AS NOTED ON DESIGN
2x4 $ ANDA(:'D OP STU9 GAAIIE HEM -FIN F09?wEN 0EA'BFPS
N:T PF.0Ir14F0 FOR SP4"p <= 24' 0"
BJ2
PEAK JUINT nETA1L A" H"
2x6 1:4.Ox4.5,T46 24' 0" 1.1, n, L
2x4 w3.2X4.5,T34 ?4' 0" 1.5 3.2. 3
A"
12
-)4,00
r
OFF PANFL PI)INT SPLICE (T2)
2X6 R4.0X4.5,T44 TO ?4' 0"
2X4 42.4Y4.s,72.5/4 TO 24' 0"
PANEL PVI "'T SPLICF (TJ?)
2X6 44,NXh.0,T5h TO 24' n"
2X4 PQ. 0Y4.S.,T54TO 24, 0"
NO SPLICE
H1.6Y3.0,131 TO 24' n"
1 TJ2
20-
L/10= J 1
MATCH T.C.
12
PANEL PJINT jPLICE (HJ2)
P4.yX6.0,156 TO 24' 0"1-,2=2x4)
NO SPLICE
92.4X9.0,T2.5/A TO 24' 0"(w2=2X4)
1.5" MIN(Spl.)
GENERAL NOTES: (.also ot, , p.oA.o)
ou F jhS0 F I 4cin 1. w%x+Eon,.wry"I••p-mey d I"mtppc-t pyNrro.
2. N y -o,9,1 m..nd p,m„ b ,.ur lnrr bu. It, w o.u7 sd r10 Po-d.d a pore
2. Desgl .srm. "ory m,dm1' d w n nxxlorlp.iw..n.:Iorvl.r.
W. W bo.9 . r J' a by &.0 12• ac Epd.n "d.•-od.
w r "Lop". Slim y .NdO, i nrNury.
6. Ms b l.?iV Errs." µ•9y%,
7. Ads wy-.N9.'"gt,o.
? 4 ' 0 • 22. S. e. m -,.& ,a %1rr tw wq ..y..no..,.•
9. •^psd yieP•q y %N,r E,som9,..bn wj rt1.,. rbrn.••,
to. Lo^9 r% d p1r. prpsnoMr to dbd.•
SPAN TO 24' 0" SPACED 24.0" (I,C.
4.n:12 PITCH 4/2. CONFIGLIPAT)ON
LL 'OL
ON P1)OF = 23,0 PSF
OL ON CEILING, = 10.0 PSF .
TnTAL DESIGN LUAU = 33.0 PSF •
• 5 PSF CETLINr. RF.UIICTION TAKEN,
AXIAL STRESS ONLY
LOA(I OURATTON TNCRE.ASF = 1.25
M4YT,4tlM TRIISS MEmKER FORCES PE4CTION= h53
T 1 -1445 d l 1371 n 1 -422 w 2 397
T 2 -1027
B1 L
2 EQUAL PANELS BOTTOM CHORD
SPAN -To
DOUG-FIR SPRUCE -PINE -FIR
42.4X4.5 70 24' n" 42.4x6.0 TO 24' 0"
42.4x4,5 TO 21'11"
nOUG-FIR SPP(ICF-PIPE-FIR
T34 TO 24' 0" T34 TO 21" n"
T2.5/4 TU -?3' 6" 12.5/4 TO 21'ln"
OFF PANEL POINT
SPLICE (HI)
Symmetritai
R2.4 -Y4.5, T2.5/4
TO 24' 0"
About
Centerline
FILE NO.:
rmlR WAL CONNECTORS 1 R-5.•*'r. d P- %.erT 20.M 189s. .. pelrs.ireo s1NN red rxl r. O.o,9us,Nd .. lo•o+s:
OKM INDICATE SIZE OF PLATE IN INCHES.
jl
1 -24-4-
33• (241 4/2
A A(uidC.lepa W.A.'T"1:8tw<npr r7. "..12".,1"br9.T..p1Wpy.dNd lW Ds. 11pI. r.10'x.25"o.C.P00-in NN.
LUMBER: Sh.A IN mnnym 91NIe 4 SPedm u MW.(Dmo. F, maT
DATE:
5/?0/79
S P FDK
R -SOLO (ul0utrl 8T preea "R"i 10 Ir.m pw p.n., .10"x.y" br9. TMA v. WKSUB A.o pr 14, sl .25"x.75" o.c. /IEbt r, in Yro.
-
IN FUOtduteo ""y. Ht -F. is ..Aeo,)
}. .
Atf..
S-25-78
IX2S. BY. BY.
TK
RN.PW. (1dp.%d ET Vot. 'RN"):.s . g, -e R-5000 Cy+MC1y .a1 .wry o1.d .or d %.N rN ho,. y qtd.
HSdAx "G` iIW[Alos 18 W 31- used N 0Kw. w 20 DIF.
OWAMWWA J 1 Jl EM
POtfiSOltlp:rlr.s.nYE. Ior lsomEdAl.c.fd Wu.Mds[..fwow rnN,SMsoynod rioljtinCMa.eras. w.aadweiprated.
1Fy tmW des9nrsl,.s. fee l,C.B.O. RRf 1607 .b RRF 1189.
a S19node Company
TOP CHORD - • I N F HF
4
BOTTOM CMO. zX 4 381 t" 36' 1• 34. 1" 30.11• 34'10•
2X 4 49' 8" 4 ,
WEB MEMBERS 2.8 STANDARD OR STUD G " 4' " 4 ' 9"
RAGE HEM -FIR, 2.7 12 MEM -FIR OR AS NOTED ON DESK
2X4 STANDARD OR STUD GRADE HEN-FIs?
1 LArF,RAL ARACTNG REOUIR FDR KE8 ►'E-gERS
(•) 2'LATF.RAL g24CIVGS R EO FOR SPAN > 31,
EnUIRED FDA SPAN > 4q•
PEAT JOINT DETAIL
2X6 R4,817. A" B"
2x6 04, S,T54A' e•
HX6,O,TS6 421'0" 2,0 4,B
2Xb R4.Ox6,0,146 3h• 8. 2,0 4. 0, 5
2X4 110.0)(4.5,T46 4D' 0. 4
2X4 R4, 5,T44 36' 9. 3.0 4,0,'4
B.
0X4, 1,5 4,0
214 R3.2X4.5,T34 24' 0. 1,5 3.2, 3
12
X14.00
OFF PANEL POINT SPLICE (T2)
2X6 R4.OX6,0,T4
216 R4.Ox4,5 Tau TO 48• q«
• TO 42. 0•
2X4 R2,4Xh.0.T2.5/6 TG '4n' 6•
2x4 R2.4X4.5,T2.5/4 TO 36• g•
PANEL POINT SPLICE (TJ;))
2X6 R5.6X7.5,T58 TO 401' g.
2x6 R4,gX6.0,T56 TO 42. 0.
2x4 114.8X6.n,TSb TO 40' 6•
2X4 14,0X4.5•,T54T1) 31' q.
NO SPLICE
22.414,5,T2,5/4 TO 48' 8•
R2.4x3.0,T2.5/4 TD 30'.0•
% TJ2
?0
CJ MATCH T.C.
12
-' U20_
yr v.•• I r---
1.5" MIN($pl)
r,
RF 0 F D[MER'LL MOTES: (wiay. rlyl.y .f I. Y1.I...op" u u1•r.P.'.m
q ' " 3. o.t i ,; 'm_'M,"_a•...o n,,,,e,e h2• 34' 11 • 32' H• e. m.ro...9,1 .+.u 1.. r 3' a 1 ra 42' a ba 6cr1d.,.1a. b l/T2o «morM.Slam o..wp. • 4 ' 1 " 3 5 ' 0 " 8. 11v"PiomM c.o "ia..is b.cn'I m.°yq . f+a.n•
10, ln,q .fby PW- ol•. rWMY. Ipwon,n•raW .nr. ra.n.••
SPAN TO 48' A• SPACED 24.0" (I.C.
4'0.12 PIrCH 4/4 CDNFIGURATION
LL•DL UN ROOF = 23.0 PSF
OL ON CEILING. = 10.0 PSF •
TOTAL DESIGN LOAD = 33.0 PSF •
• 5 PSF CEILING REDUCTION TAKEN,
AXIAL STRFSS ONLY
LOAn DURATION INCREASE = 1.25
MAXjMUM TRUSS MEMBER FORCES REACTION= 1344
T 1 -3172 B 1 3010 w t 120 w
T 2 -2119 B 2 3010 2 -105A
3 804
8.19
8.12 Bi
At:•f -
PANEL POINT SPLICE (8J3)
R4.8X7.5,T58 TO 48' 8"(k3=2x4) PANEL P SPLICE SPANTO48 p` d
R4,8X6,O,T56 TO R4, y DINT (8J2) ,
36' B•(w)=2X4) 8 7,S,T56 TO 48' 8• U U TO 48• q• SPRUCE -PINE -FIR
NO SP
R4.8X(,,OrT56 TO 42. 0« R2,4Xq,
R2,4x9.UET2.5/8 TO 4 ( 3 NO•SPLICET59 t0 30' D• R2.4Y7,5 TO 45'It• R3 2Ygf0 TO 48' A.
B' M. w =2X4) R0,8X3,O,T31 TO 4B• 8• R2.4X4.5 TO 2TO 7, 3' R2.4x9.0 TO 38'7.5 TO 11• dxE. 4
B 2• R2.417.5 TO 33' 7• EMIL
R2.4x6.0 TO 27' 3• nEAal
aR.
DOUG -FIR
738 To 48' g. SPRUCE.PINE.FjR ♦e.a
SYmrnetrical R3`2x6.+0,T46POINT
TO 48'IB' (B 2) T2.5/6 5/8 TO 43' 6« 738 TO 48' 3"
About R3,21(6.0,T36 TO 42' 0• T47 To 4v AN
72,5/4 TO 32 10" T2,5/8 TO 40' 5•
Centerline R2.4x6.0,T36 TO 36' '13 - 22 2" T2.5/6 TO 30' 6"
tRLE MO.:
12,5/4 TO 20' 79
CONNECTORS
ARr 75/24/79 33. (24SPF/4 R• i +rouawh.lTse awhn.roles..11or..'j'W* l.l..l.rowamw:rw.. ..
RH M h pM, "Rl: 10 M.111 Dv p,in...l (Y'..7y' . 7..01 Y. N•rh0 M P•, Int. M.10"..23" o.c " 010177 NOIUTE 812E OF ►LATE IM U CHET
5-25-78, DES. B r: r K CK. BT: ("1nr Mo h a... 'R,() q • M.•oir 45000 •w•1•cla .r1 "'" Pullawr 0 9f. "W. .I .is"..7s" o.c..W. u. n 4r. LUMBER: ShaA G a ^4inyyn a.0. a ,p•q. ,
1 / - Pq'TM .41W: P", ru. M loc•Moon talo 1 •`• >' 61:4.0- a q.E1 W 11o1.. o.i11a1. 0. HA.M1rt.0 -«F. N.mFL o f n91M. tl]aptl F. 111.7Tm
.><•.a •uY ulOarl.a n.lfir c•^1.1M1.. 'Psp1i°o.) _
or«t 4 MTipin Gr..rf a.. urVw tt S.R. •G- m6 1« le 9...lociyf•0. AF otMr. M• iB p•.
B.O, RW .,1• w
'Fa D.fE o.r.hrf, fM I.C.R,16RRI1.69. ___-
.ipl i
a SiOnOde mmn ..,.