SFD (09218) + RPL (9439)52415 Avenida Madero
09218
9439
tti
• P.O. BOX 1504 No.. 09218
Building 78-105 CALLE ESTADO
Address'"A. $g [far* LA QUINTA, CALIFORNIA 92253'12"
Owner . ` eaaford Construction '
Address
City
Contractor
Zip
er
1 Heti
l-e3er
& Classif;; -' ,'
sic. # , .. •,
' Arch., Engr:,'
..Designer .
r, ,
Address. •
Tel.
ZONE: - - ' `BY:
subject to the Workers' Compensation provisions of the. Labor Code; you must forthwith
City. " ,
Minimum Setback Distances:
_ -
Zip
Zip
` Rear. Setback from Rear Prop. Line
CONSTRUCTION LENDING AGENCY _
Lic. #
hereby affirm that there is a construction lending agency for the performance.of the
BUILDING: TYPE CONST.' OCC: GR.P.
r i a A.P.'Number
Tel.
I, Legal Description
Project Description
V
State Lic'' • ;
REMARKS W
City '
& Classif;; -' ,'
sic. # , .. •,
' Arch., Engr:,'
..Designer .
r, ,
Address. •
Tel.
ZONE: - - ' `BY:
subject to the Workers' Compensation provisions of the. Labor Code; you must forthwith
City. " ,
Minimum Setback Distances:
_ -
Zip
State
` Rear. Setback from Rear Prop. Line
CONSTRUCTION LENDING AGENCY _
Lic. #
hereby affirm that there is a construction lending agency for the performance.of the
LICENSED CONTRACTOR'S DECLARATION
I hereby-af-firm that I am Iicens d under provisions of.Cha'pter 9 (commencing with Sectic
70001of Division 3 of the Busi..ne$s and Professions Code -and mvJicens61-l9in.full force ar
OWNER -BUILDER DECLARATION F 'i '
hereby affirm that I am exempt from the Contractors License La 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 •
= ;i'subjects the applicant to a civil penalty of not more than five hundred dollars ($500).
O 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. (Seca 7044, Buisness and.
rProfessions Code:'The Contractor's License Law does not apply to an.owner of property who
°E;> ,builds or improves thereon and who does such work himself or through his own employees,
w .provlded that'such improvements are not intended or offered for sale. If, however, the, building
Improvement is r 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.) -
O I, as owner of the property, am exclusively contracting with licensed contractors to con-
, ••struet the.project. (Sec. 7044, Business and Professions Code: -The Contractor's- License Law
t does not apply to an owner of -property who builds or improves thereon, and who contracts for
Sq. Ft.'"No.
3
Size ••• 9.a .'Stories
New ❑ Addr❑ , 1 .`Alter ❑
Block walk
not inc 11ae OA n, op- r tfi
No. Dwr_.
Units
Repair ❑
itimated Valuation
`IRDS, 324 * 00
PERMIT
Plan Chk. Dep. " ,t-'. 250 Oft
Plan Chk. Bal.
Const.
Mech.
Electrical
Plumbing
S.M.I.
such projects with a contractor(s) licensed pursuant to the Contractors License Law.)
Grading
•O I am exempt under Sec. B. & P.C. for this reason -
Driveway. Enc.
Date - owner' Infrastructure
Art, in 'PullAl
WORKERS' COMPENSATION DECLARATION
kehereby affirm that I have 'a certificate of consent to self -insure, or a certificate of
Worr's Compensation Insurance, or a certified copy•thereof. (Sec. 3800, Labor Code.) s
Policy No. Company
p Copy is filed with the city. ❑ Certified copy is hereby furnished..
/JR
TOTAL
t
e •
AMOUNT
7. A.
2257.83
I;,- On -
CERTIFICATE OF EXEMPTION FROM .
- WORKERS' COMPENSATION INSURANCE
REMARKS W
(This section need not be completed If the permit is for one hundred dollars $100 valuation
- ( I
a-. w
nab . .1 't'3 4 at i ;:9. ° `i .t >r S.
or less.)
I certify that in the performance of the work for which. this permit is issued, I shall not
, ' t
.11AS A. JOIAL, 1 545 -ia ,97
employ any person in any manner so as to become subject to the Workers' Compensation. '
Laws of California.
r, ,
' Date Owner
NOTICE.TO APPLICANT: If, after making this Certificate of Exemption you should become
ZONE: - - ' `BY:
subject to the Workers' Compensation provisions of the. Labor Code; you must forthwith
comply with such provisions or this permit shall be deemed revoked.
Minimum Setback Distances:
_ -
Front.Setback from Center Line
` Rear. Setback from Rear Prop. Line
CONSTRUCTION LENDING AGENCY _
Side Street Setback from Center Line
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.)
Side Setback front Property Line.
Lender's Name
Lender's Address
FINAL DATE' INSPECTOR
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.
Issued by: Date__,Permit
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. -a• -...
Validated by:
Signature of applicant Date
.Mailing.Address
Validation:
City, State, Zip
e i ,,.v •x s L 7s -a .. rw F 'e5 ( f' a 7 r s -•
< „. • ^'* G 1. . >E ?a , :4 y 5 ; r w`r-r:{. f , .I •t.+.M- cE } ft lz yv 5.,< , -'F 'r > •i .. t .':' 4 , 'ic `: Y' a-.;t
y, ,. .. ^<'i:. - .1=x- r.. -, ,..,. . "',•`mow-. tMi . f ::1.,';Er . .. f ,, s..+ _ y ;>ev` <''S .K,-.. ••, .. .-r ^^ ,- tag, r'+`-R>: .. '. _r
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBMG FEES
IST FL. SQ. FT. ® $
2ND FL. SQ. FT.
POR. SQ. FT. ®
GAR. SQ. FT. ®
CAR P. SQ. FT.
WALL SQ. FT. ®
SO. 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
FLOOR DRAIN
MECHANICAL FEES
HEATING (ROUGH)
WATER SOFTENER
VENT SYSTEM FAN EVAP.000L HOOD
SIGN
WASHER(AUTO)(DISH)
APPLIANCE DRYER
DUCT WORK
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
LAUNDRYTRAY
AIR HANDLING UNIT CFM
HEATING (FINAL)
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
BOND BEAM
SQ. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SQ. FT. RESID ® 1+A c
SEWAGE DISPOSAL
SQ.FT.GAR ® 3/ic
HOUSE SEWER
FINAL INSP.
GAS PIPING
PERMIT FEE
PERMIT FEE
PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. FEE
STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR
SETBACK y 1S' 9i
ROUND PLUMBING(/ -2)
UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE is
ROUGH PLUMB.
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS
E C TANK
ROUGH WIRING
DUCT WORK
ROCK STORAGE
FOUND. REINF. •1 C
/ ✓
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APP./EOUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
GRADING
cu. yd.
$ plus x$ =$
LUMBER GR.
e
FINAL INSP. 2 S e/
FRAMING ll
FINAL INSP.
ROOFING
,. /
r, // . /-- 1 1 , ^ / // // //j/ //I % J
6
REMARKS:
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING
MESH
INSULATION/SOUND 711 IfloO,
FINISH GRADING
FINAL INSPECTION
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURESIINITIALS
GARDEN WALL FINAL
Building
Address
Owner
— 11110 -
Mailing
Address
- 'City
Contractor
_Address.......
City Zip
State Lic..
& Classif.
Arch.,; Engr.,--
Designer
ce4 4..4 a OTL.
P.O. BOX 1504' C APPLICATION ONLY
78-105 CALLE ESTADO
z22JJX4-LA QUINTA, CALIFORNIA 92253
BUILDING: TYPE CONST. /OjCC.'G/R P: 7
A.P..Number,
Tel. ,
Legal Description
r Project Description
Tel.. - -
City
Lic. # Sq. Ft. / No. No. Dw.
Size- Stories Units Y
New ❑ Add ❑ Alter. 0'. Repair ❑ Demolition,❑.,,.
Address
Tel.
Minimum Setback
Distances:
Front, Setback from Center Line
City
Zip
State +
Side Street Setback from Center Line
-
Lic. # -
--
INSPECTOR W
Issued by:
Date Permit
Validated by:
LICENSED.CONTRACTOR'S DECLARATION -i
-
1 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
--
,effect.
9dGNATt1RE DATE
-
OWNER -BUILDER DECLARATION _
W
Estlmated'Valuation
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, atter, Improve, demolish, or, repair -any structure, prior, to its Issuance also
requires the applicant.for such permit to file a signed statement that hell licensed pursuant to .
_ PERMIT - - - - - AMOUNT -
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 -
Plan .Chk. Dep. • i - -
subjects the applicant to a civil penalty of not more than five hundred dollars ($500). '
„ -01 , as owner of the property, or my employees with wages as their sole compensation,_ will
Plan Chk. Bal.
do the work, and the structure is not Intended or offered for sale. (Sec. 7044, Buisness and
_
Const.
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,
Mech. - -
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 the purpose of sale.) ._-< - - _ _
_Electrical
❑ I, as owner of the property, am exclusively contracting with licensed contractors to con-
Plumbing -
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
S. M: 1.
such projects -with a contractor(s) licensed pursuant to the Contractor's License Law.)
' ❑ I am exempt under Sec. B. 8 P.C. for this reason - -- -
-Grading
Driveway Enc.
Date Owner
Iflfrastructure
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.-
- — - - - - - -
TOTAL ' 75,
- -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 thq work for which this permit is issued, 1 shall not
employ any person-in-any°manner so as to-becorre-subject'to the Workers"Comperisatiori -
Laws of California.
Date Owner t
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.) I
Lender's 'Name
Lender's Address
This Is a building permit when properly filled out, signed and validated, and is subject to
expiration it 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
BUILDING DIVISION
REMARKS
An iia0t 7) -q4
a-1 H -TOTAL 275.00
ZONE:
BY: - r
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 W
Issued by:
Date Permit
Validated by:
Validation:
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBING FEES
1ST FL. SQ. FT. ® $
2ND FL. SQ. FT.
POR. SQ. FT. ®
GAR. SQ. FT. ®
CAR P. I 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
BONDING
FLOOR DRAIN
MECHANICAL FEES
FORMS
WATER SOFTENER
VENT SYSTEM FAN EVAP.000L HOOD
SIGN
WASH ER(AUTO)(DISH)
APPLIANCE DRYER
GAS (ROUGH)
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
OTHER APPJEQUIP.
LAUNDRY TRAY
AIR HANDLING UNIT CFM
TEMP. POLE
KITCHEN SINK
ABSORPTION SYSTEM. B.T.U.
TEMP USE PERMIT SVC
WATER CLOSET
COMPRESSOR HP
POLE, TEMIPERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER B.T.U.
SQ. FT. ® c
BATH TUB
SQ. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SO. FT. RESID ® 1Ya c
SEWAGE DISPOSAL
SQ.FT.GAR ® 3/<c
HOUSE SEWER
REMARKS:
GAS PIPING
PERMIT FEE
PERMIT FEE
PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. FEE
STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR
SETBACK
GROUND PLUMBING
UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE
ROUGH PLUMB.
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS
SEWER OR SEPTIC TANK
ROUGH WIRING
DUCT WORK
ROCK STORAGE
FOUND. REINF.
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APPJEQUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
GRADING
cu. yd.
$ plus x$
_$
LUMBER GR.
FINAL INSP.
FRAMING
FINAL INSP.
ROOFING
REMARKS:
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING
MESH
INSULATIONISOUND
FINISH GRADING
FINAL INSPECTION
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURES11NITIALS
GARDEN WALL FINAL
5*t U
77r 7
RECEIPT NO Issued By Date.
DISTRICT: 0 Riverside, PT Indro 0 Hemet 17 Perris 0 Rancho Calif. 0Blythe
DOH -SAN -122 (Rev. 3190) DISTRIBUTION: WHITE - Office file YELLOW - Applicant PINK - Bldg. Dept GOLDENROD - Plans/Recoeds
COUNTY OF RIVERSIDE DEPARTMENT OF 'HEALTH ANNNam ftraW NM
ENVIRONMENTAL SERVICES DIVISION 1-7 Z ? . ....
PERMIT APPLICATION. FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
'Submit
Applicant this form with four copis46 of a scaled plot plan (1=20 scale) drawn to County speculations as -indicated on the attached check Ilat
'A non-refundable filing fee.(see below) is required when the 'application is submitted. Check must be made pay" to the County of
Riverside. Approval of this application shall remain valid for a period not to exceed one year from date of approval.
VERIFY ITEMS IN. SECTION A FROM BUILDING & SAFETY -APPLICATION BUILDING DEPARTMENT APPLICATION LOG # 66 ad 44,
Z
0
I or,
Agen Cont Contact Person
. -0e.: ,, 77, 1, r _r 4 t,
Phone
Address & Firm
C & !-
-
':
Owner
U.1
Phone
mat Wdress,,,
U)
city
_T
State
Zip
Job Property Address
Legal Description Piop. M," tract Lot)
1/0 vai 3.
Lot Size
Watir Agency ell
Use of Permit , P/P, CU, etc,o
Other
#4 A
(Al 46,
(Dwelling, f4H Site Prep, etc.
Date
Signature of Applicant
CATEGORY: REV CODE
CATEGORY: REV CODE FEE.
SUBSURFACE DISPOSAL 1238'=T-57TO-6
0 SITE EVALUATION UPON REQUEST 7349. -$1*4"Ov'.
co
0 MULTIPLE PARCELS WITHIN SAME
(NO PLOT PLAN)
LAND DMS40N
0 SEWER/SEPTIC VERIFICATION 1348 $-TnO.
Z
0a.
1 st 4 Parcels (Each) 1238
(Less than 1 year)
b. Each Parcel after 4 7344 v11 -241W307
0 PRELIMINARY ELECTIVE 7352 $we .
b-
W
0 Rereview (2nd review same parcel) 7344 -$12r.ff
P, >
EVALUATION (Attach DOH SAN 53)'
CO
11' Site Evaluation in Conjunction with
0 ,HOLDING TANK 7351 -$-4;400
Critical Area 7346 $U1JA
0 ALTERNATIVE/EXPERIMENTAIL 7345"
0 Site Evaluatim Lot Less than
SYSTEM
10,000 Sq. Ft.. 7347
INITIAL DATE,
Holding Tank Agreements Completed 0 Yes No'
Certification of Existing S.D. System Required 0 Yes No.
W.00B Clearance required. (Attach Form 0 Yes No
DOH SAN 007, Santa. Am Region Only)
Soils Percolation Report Required. 0 Yes No
Special Feasibility Boring Report Required. 0 Yes No
Detailed Contour Pk)t.Plans Required (1 to 5 ft. interval) 0 Yes No
Other 0 Yes No
Staff Specialist Lot Inspection Required 0 Yes No
Lot Inspection Date
Soils boring report by 4e Project Date
Soils Map Page Sol Type Approved by AUR L Deli
Z
NO. of Systema
Type of Systern(s)
0 Holding Tank 0 Existing
,pI IIng Units
(1) Septic T_ k
Soil Rate
0
0 RepkKxwnwvt
C Bedrooms. Pxture Units
-3_4-g,
Grnscp
lof)v Gal
Gal'
W
U)
(2) leech Llne,84. Ft
,p6ch areairches
B77
Sklewall allowance
— fL rOCW— Sq- ft- '
install — Line(s) - ft wide with
min. ra draint
Leech Bed aq ft -
of
per. running ff.
/11< NA
Leachilnes/bed special design for slope:
(3) Pit Diameter
No. Pits
Pit Below
Seepage Pit Total Depth
Other:
Appl!V!-'—'
nl
Inlet (EN)
D
(T )
Max: Allowable Depth.
N/A Overburden
O n factor
0 5 19 6
No. 2, System
REMARKS:
No di ,5c(vlw
V
P PRO
This -application : is PROV D/DENIED for the category checked in SECTION B above, regarding the design of a subsurface' dispo'sal.sys*tern as indicated
5VDILan,
on the accompal using the requirements set forth in SECTION C above. A building permit is necessary, for the instdllstioinof the
Z
above -designed system. No construction is permitted in the required reserved 100% expansion area.
0
1 0 Septic tank and sewer lines must be 50" minimum from any
wells
(2) 'Leach lines must be 100' minimum from any wells, including 'expansion area.
W
Seepage pits must be 150' minimum from any wells, including expansion area
U)
Si nature of Health Official T Date_
RECEIPT NO Issued By Date.
DISTRICT: 0 Riverside, PT Indro 0 Hemet 17 Perris 0 Rancho Calif. 0Blythe
DOH -SAN -122 (Rev. 3190) DISTRIBUTION: WHITE - Office file YELLOW - Applicant PINK - Bldg. Dept GOLDENROD - Plans/Recoeds
SPACE ABOVE THIS LINE FOR RECORDER'S USE
__._..._._.... _ _ RANT DEED._... -7
M.
THE UNDERSIGNED GRANTOR(S) DECLARE(S)
DOCUMENTARY TRANSFER TAX IS $ 5 5. 0 0
® computed on full value of property conveyed, or
❑ computed on full value less value of liens or encumbrances remaining at time of sale.
❑ unincorporated area
EX city of La Quinta ,AND
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
Walter A. Mc Garvin and Kathryn R. Mc Garvin
`9
hereby GRANT(s) to
Robert L. Teaford, a married man as is
._ . _ _.. _ _ . _ 01 e a CLL1 S e.p.a r a t.e_Er n p P rt y --
, State of California:
Lots 13 and 14, Block 40 of SANTA CARMELITA UNIT 3, as shown by
Map on file in Book 18 page 59, of maps, Records of Riverside
County,, California.
Dated
STATE OF CALIFORNIA l
COUNTY OF CRA1.9Cti j ss.
On this L A day of in the year 19 ,
before me, the undersigned, a Notary P lic in and for said State,
personally appeared Wcl 44-e e A %Ac. -6,o u .A.
-%&& kaa. ` %A A. R Me- GellV%-
personally known to me
-
(or to me on the basis of satisfactory evidence) to be the
person $__ whose nameS_Ar'c subscribed to the within
. instrument, and acknowledged to me that --Ahe executed it.
WITNESS my hand and official seal. w
c
Walte-r- A. Mc Garvin
Kathryn R. Mc Garvin
67
OFFICIAL SEAL
WILLIAM E. CUNNINGHAM
® NOTARY PUBLIC - CALIFORNIA
ORANGE COUNTY
LIFOPNW Comm. Expires Jan. 22,1993
Signature
NOT Y PUBLIC IN AND FO D STATE (This area for official notarial seal)
CO 44t (REV 4ie5) MAIL TAX STATEMENTS AS DIRECTED ABOVE.
Cn
Cn
>a
RECORDING REQUESTED BY
Cn
Z b
M
STEWART TItLE". CO
x:
e•
AND WHEN RkCORDED MAIL THIS DEED AND UNLESS OTHERWISE SHOWN BELOW
MAIL TAX
STATEMENT TO:
Robert L. Teaford
U
"ajte X900
E. McCallum Way
a
Street
Suite B4
Address
3
Palm Springs, Ca. 92262
:...
caya
State
MAIL TAX STATEMENTS TO
Name
Street
Same as Above
Address
CStattee
TITLE ORDER No.
91626-A ESCROW No. 4719 -JC
SPACE ABOVE THIS LINE FOR RECORDER'S USE
__._..._._.... _ _ RANT DEED._... -7
M.
THE UNDERSIGNED GRANTOR(S) DECLARE(S)
DOCUMENTARY TRANSFER TAX IS $ 5 5. 0 0
® computed on full value of property conveyed, or
❑ computed on full value less value of liens or encumbrances remaining at time of sale.
❑ unincorporated area
EX city of La Quinta ,AND
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
Walter A. Mc Garvin and Kathryn R. Mc Garvin
`9
hereby GRANT(s) to
Robert L. Teaford, a married man as is
._ . _ _.. _ _ . _ 01 e a CLL1 S e.p.a r a t.e_Er n p P rt y --
, State of California:
Lots 13 and 14, Block 40 of SANTA CARMELITA UNIT 3, as shown by
Map on file in Book 18 page 59, of maps, Records of Riverside
County,, California.
Dated
STATE OF CALIFORNIA l
COUNTY OF CRA1.9Cti j ss.
On this L A day of in the year 19 ,
before me, the undersigned, a Notary P lic in and for said State,
personally appeared Wcl 44-e e A %Ac. -6,o u .A.
-%&& kaa. ` %A A. R Me- GellV%-
personally known to me
-
(or to me on the basis of satisfactory evidence) to be the
person $__ whose nameS_Ar'c subscribed to the within
. instrument, and acknowledged to me that --Ahe executed it.
WITNESS my hand and official seal. w
c
Walte-r- A. Mc Garvin
Kathryn R. Mc Garvin
67
OFFICIAL SEAL
WILLIAM E. CUNNINGHAM
® NOTARY PUBLIC - CALIFORNIA
ORANGE COUNTY
LIFOPNW Comm. Expires Jan. 22,1993
Signature
NOT Y PUBLIC IN AND FO D STATE (This area for official notarial seal)
CO 44t (REV 4ie5) MAIL TAX STATEMENTS AS DIRECTED ABOVE.
Cn
Cn
>a
J
Cn
Z b
M
U
a
3
SPACE ABOVE THIS LINE FOR RECORDER'S USE
__._..._._.... _ _ RANT DEED._... -7
M.
THE UNDERSIGNED GRANTOR(S) DECLARE(S)
DOCUMENTARY TRANSFER TAX IS $ 5 5. 0 0
® computed on full value of property conveyed, or
❑ computed on full value less value of liens or encumbrances remaining at time of sale.
❑ unincorporated area
EX city of La Quinta ,AND
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
Walter A. Mc Garvin and Kathryn R. Mc Garvin
`9
hereby GRANT(s) to
Robert L. Teaford, a married man as is
._ . _ _.. _ _ . _ 01 e a CLL1 S e.p.a r a t.e_Er n p P rt y --
, State of California:
Lots 13 and 14, Block 40 of SANTA CARMELITA UNIT 3, as shown by
Map on file in Book 18 page 59, of maps, Records of Riverside
County,, California.
Dated
STATE OF CALIFORNIA l
COUNTY OF CRA1.9Cti j ss.
On this L A day of in the year 19 ,
before me, the undersigned, a Notary P lic in and for said State,
personally appeared Wcl 44-e e A %Ac. -6,o u .A.
-%&& kaa. ` %A A. R Me- GellV%-
personally known to me
-
(or to me on the basis of satisfactory evidence) to be the
person $__ whose nameS_Ar'c subscribed to the within
. instrument, and acknowledged to me that --Ahe executed it.
WITNESS my hand and official seal. w
c
Walte-r- A. Mc Garvin
Kathryn R. Mc Garvin
67
OFFICIAL SEAL
WILLIAM E. CUNNINGHAM
® NOTARY PUBLIC - CALIFORNIA
ORANGE COUNTY
LIFOPNW Comm. Expires Jan. 22,1993
Signature
NOT Y PUBLIC IN AND FO D STATE (This area for official notarial seal)
CO 44t (REV 4ie5) MAIL TAX STATEMENTS AS DIRECTED ABOVE.
)ATE: 4/23/91
OUR REPORT NO.: 073-10025
WEATHER: .
Sunny,clear
TEMPERATURE RANGE:7 50 TO: 8 0 a'
INSPECTOR:
Marshal E. Hislop
TYPE OF INSPECTION BEING PERFORMED
_ SOILS CONCRETE
FOUNDATIONS BATCH PLANT
xx CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE(
xx Blg: pads previosly constructed:
ASPHALT OTHER
BATCH PLANT
PLACEMENT (JOB SITE)
BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE:
4/23/91 Upon arrival forms had been placed,
plumbing had been placed, and pools had been constructed on both sites.
Material appeared moist, dense and compact. One sample was acquired for
maximum density determination. All test were found to conform to specifi-
cations of 90% relative compaction.
JRespectfully submitted,
Professional Service Industries, Inc.
Marshal E. Hislop
Ct43.N , 2788
V A-300-2
TESTED FOR: JIM HORST .
REPORT OF FIELD COMPACTION TESTS
PROJECT: 013-10025
S.F.R at 52-385/415
DATE: 4/23/91 OUR REPORT NO.:' 073-10025
TEST DATA:
TEST
NO
DATE
ELEV
DEPTH
SOIL ID
NUMBER
MAXIMUM
LAB DRY
DENSITY
WATER
CONTENT
IN PLACE
DRY
DENSITY
PER CENT
COMPACTION
COMMENT
1
4/23/91
-1.5
P.
129,.4@9.8%-9.1%
footings.
116.7
90.2%
PASS
2
footini4s.
-1.0
lot 2-385
north
8.8%
116.6
90.1%
PASS
3
west corner of
F.G
If
to
7.1%
1.17.8
91.0%
PASS
4
If
of
11
6.7%
117.5
90.8%
PASS
"
-1.5
"
"
9.4%
116.5.••90.0%
PASS
6
-1.0
If8.1%
117.4 90.7%
PASS
1
lot 52-415
south
west corner of
footincts.
2
lot -415
north
center Portion
of footings.
of 52-415
south
east corner of
footings.
of 52-385
south
east corner of
footini4s.
5
lot 2-385
north
center portion
of footin s.
6
lot 52-385
south
west corner of
footing.
NOTES: DENSITIES SHOWN: Lbs. per cubic toot ' XX FILL MATERIALTEST RESULTS COMPLY WITH SPECIFICATIONS
WATER CONTENT: Per Cent of dry weight 2. BACKFILL EST RESULTS DO NOT COMPLY
PERCENT COMPACTION: Based on maximum dry 3. BASE COURSE WITH SPECIFICATIONS
density obtained on sample indicated by 4. SUBBASE C. TEST IS AFTER RECOMPACTION
soil ID number. 5. SOIL CEMENT
REMARKS: Compactive effort had been complleft@alTrior to the arrival
of technician. A block wall'and pools had previously been
completed prior to testing.
Respectfully submitted,
C
c. C Professional Service Industries, Inc.
PSI A-100-2 (0 1)
a
No aT N
&DEA/07-ES. TEST LOC-AT1aN
EY t!Sr ING P C_pCK WAf.L - .
0
DESIGN LOAD
TOP LL=32.0 PSF
TOP DL=2B.0 PSF
BOT LL=: 228.0 PSF
BOT DL= 349.0 PSF
DUR OF LOAD INC 1.25
SPACING 12.0 IN O/C
RON-STANDARD LOAD.
JT LBS SECTION PSF
NONE NONE
JT REACT MIN BRG
1 2130.
5 2130. ?. 50
NBR
LEN FORCE
1-
2- 3.23
-4079
2-
3 3.18
-2634
3-
4 3.1B
-2634
4-
5 3.23
-4079
'
1
'
VBR
L3FO343
5- 6
.53
3
6- 7
3.18
3433
7- 8
3.18
3433
8- 1
3.53
3433
3
5
MBR FORCE MBR FORCE MBR FORCE
2- 8 934 2- 7 -1123 4- 7 -1123
3- 7 1931 4- 6 964
LUNIBER SOLUTION
TOP 2X4 DF -L f1.
BOT 2X6 DF -L P2.
WEB 2X4 DF -L #3a
DATE 6/ 8/89
JOB ID BB14G
SHEET OF
to d
Fasten trusses together with Xnails
spaced as follows
) Z " c
o.
2 Top Chord PLY UNIT Web members )z " 0. c.
Btm chord
All nailing staggered
3X8 /xie. _.._
4X8 7 6
8
0/A SPAN 14- 0- 0 (FL. INCHES. 16THS) SCALE= 0.500/1.0• '
REC CM3= 0.17" AT 7
MANDLING AND EFEVICH
vandnng and Eleel•on Ve not the ltspgns-bilAy of the ecvgntr
-Ino malt tnanvi4clu"I
Trusses alt to be handled with patticulal salt Outing banding
ane/olbuneIlnq. iCGmaeI
temporary an d ptltnantnlblacinq lot holding 11wSsesin a
ap a lghl and plump OCSil;On. and lot .";,ling Illttal Iolces shelf
N Ot.-v. and ms:atle c .y otne•s
•Cale•ut handl-g.1 esstnhal and I'tclion blazing is always
Itched. Noltr.al preCavhoroly action lot 111.311:1 ltCuilef
seen ttmpov y Peeing dvtr,q ,ns:analion between Uvsses 10
a-O•d 107phnq and 00m110'ng
he Iupe n;l•on of ortcl -On of Ilvss t $hill.4 under the conto of
01 MISOnt et••gtitnced In the InC3l:91,oA of Ilvssts. P,olts-
t.Onal.C.'•Ct Shat :`f f0ughldnt t:rd
•CC_Caasulon 01 co %I,VCIion Kaes q•t.let Ihan Int design
DESIGN INFORUA110N
Design meta wan the isits11ev;sion of: National Design Speel-
fcahon Fot SUcsl Glade Lumber and lis Faslenin 1, of the
Nal.o•al Forest FioduCts Association; and De Sign $oeClfiCs-
lions lot Light Vital Plllt Conneettd Wood Ttvtsel, of the
Truss Plait Inslitult (TPI).
N01E
I Conneclot plaits shot be located on Doth facts of theucss
with nails plO tlly imbedded and shall be sylnntilicaI aboul
the joint vnkts Olhttwist $ho—n.
2.At bla Cin; a -C election ttcomm"C""'S alt to bt lollo••ed
in aeeol03nce -11i bueing of -ON cusses 9WI 76 of M.
3.11 an Individual I'viled unil ItCul'tf m019 Iran Ont "L:13 -
it ussts
v1f.itusses shat be Iaoli:a4d at a separate unit. then roiled or
bolted lc.^elhtt a$ noted.
4.1he dclk n a»ur,tl eOmpressi;-MCI` C1 (top Of bottom) ate
___.._. _..I.. w....n w..—.rn.nn Wl-,. hn11Cm eho,C1 rn
s.IATERIALS AND F A6RICATIDN
.Plates shall not be installed o•'el knoll. ►nolholts Ol dlslossed
Slain. Idembell shall be cut lot I.ght filung .000 10 w000
beating. - '
.Plait cenitlfinef and loins cenledines than coinc Kit eacept as
Olhetwilt shr—A.
• Doubt cuts on web -embed shin meet at tht centellines of
thew is unless Otherwise shown. .
•All m.ltllatt ate N attoldanct with InE aOpGC able secl.on On
matlials Ot Iht iPl Dctigr. $pe:itiUGpnf.
•Ftsltntl silts shown alt 3clu9lln2nu12Ctultd silos and may
need lobe incleased in site lot ctilain handlinq andtol Clee-
lion IP'"edules
•Cam.bel at shown On Isis 0 -awing is it -at lecommenoed for
nOlrnal Conditions OI lca.ling and IablKat.On; Carnt)tl may be
IeriSe: aline cp6onol Inc Iablicalol OI aleh.leel.
1
0
ESSlrr ,
rs
LU
...7— -104
Jif
:I:7Cc.;i -•a .? :i.' 'I t. tai7 Z.
DESIGN LOAD
TDP LL= 32.0 PSF
TOP DL= 28.0 PSF
BOT LL= 289.0 PSF
BOT DL= 442.0 FSF
OUR OF SSPACINGL012.0 IN10/C
NON-STANDARD LOAD
JT LBS SECTION PSF
NONE NONE
JT REACT HIN BRG
1 3968. 5.50"
7 3965. 5.50"
S 18 GA
f1 16 .GA
6.00 V
MBR
LEN
FORCE
1-
2 3.37
-8529
2-
3 3, 29
-6353
3-
4 3.29
-4907
4-
5 3.29
-4907
5-
6 3, 29
-6363
6-
7 3.37
-8528
2-11
1
4-10
2
4xs /
17X12.5i# /
FBR
LEN
FORCE
HBR
FORCE
HBR
FORCE
HBR
FORCE
7- 8
3.47
6867
2=12
1233
3-10
-1827
5- 9
1700
8-9
9.29
6867
2-11
-1113
4-10
3676
6- 9
-1113
9-10
3,28'
5874
3-11
1700
5-10
-1827
6- 8
1233
10-11
3.28
5874
11-12
3.29
6867
12- 1
3.43
6967
'4.
TRUSS DESIGN IS FOR 1 M OF
4
8X8 -
. 3 5
00
6
4x1 \
2 PINY UNIT.
7X1 5N \
- 1
1 Q
1
0 Sx4 I 4X6 - EX8 - 4X1 - 3x4 I o
12 11 EX8 10 9 8
0/A SCCPP IIAAgN 2pp1-2550-A0 l (FT. INCHES. 16THS) SCALE= 0.250/1.0
F,AX DEFLECY I ON=0277 '
hAh DUNG AND EFe CIION
ha nol. , an0 E•e CI•C'I .•t 1,01 she I$$ Pons 04•iT at Ih1 cc s•gneI
(Nall Tanut.i.IN..I
T I..a Sat +•t vnce0tl..e.i0n01ns01a 111 1.or1 IOc1.0•C CarcJyt nO•nq
.halo• q. 1
TamyO. ut .^C 4a.m.nent D.iG.^C IOI nolC.nq hulltt.n a
au..:^I anC Pi„mD pCsd.,h an: 10111 {.i1.hq 1a1Na110Ka, 1611
N Oea• MC anC nuall.0 Dt olhels
•CaJ tlrt ea nD•+1q .t est.r. dna ••aCUDA Dltt•^q 4 al.als
11 Ct..:.aJ hz.lh1I,P.t:t.LOnlll aCLOn lal IIv11e9 It QuN tt
svC1, lempotart Ws:•^i 0.rnq hsi11"b0A N1 .eah Itutsls 10
1.0•C loppl,n; v4oJmi•:.•nq
• The t,,;a n l•a^ 01 a.a:Kn OI uvtses tela :.t 11110.1 Ina Conl.01
of pe lion, t.p.l••nC*c .n Ina .nswill•on 0t Ilva 1.1 Plola t•
LO t1aT1:a sesetti so.gnl11A00:e0.
. -- -...._.... 1.,11 I"e, ""I.t Man the D.t-gn
DESIGN INFOAUA11GN
Des. gn mceu .1111 lr•e lalesi re. s-0rl'o1 k1l•or.3I0e11gn SDee.
bcal•on Fw Suess Glaze tt,.- el an0 Its F•slcn.nls. of the
kat,onal-Fo•ttl PiwJ It Asw-31-04, ah0 Del.gn SO. at•:+•
I.ont lot I.I Ut:.t Plitt;Conncelt0 Wo•A TlvtseL 01 V16
Twss Plate IU1v1, t1Pq
NOTE
I eonneelal plaits Into Dt txtl•a on Dain laces 01 she Uuit
.1111 Aids plop..y .m:<ort0 a^a V411 N s11nnUIca1 ito.l
Ihe 1o•nt units{ Oleel..si ".h
q AU a scmy anC I.W.0h tecommtne44ons ale 10 N iodo.►a
.n 1cco.:ahc a -Intl c.nq 01.00C It's a a t ew1 l E of 1P1
3.11 an ha..z.sl hvrs.o vn.1 t•Ou.1et mors IAan V•1 Uvat.
Uvsses Brat At ta:wtlba it ► "pante ural. Ir.en r.a6.a or
CoA. C tD; t v41 a 1 ro.6 a.
e.1r4.u14^a14vM-4 aeoTytesonar.v,IIlop orto!1" 1!41
LUHBER SOLUTION
TOP . 2X6 OF -L #l2.
BOT 2X6 DF -L SS.
WEB 2X4 DF -L P3.
EXCEPTION WEBS
4-10 2X4 DF -L #I,
UAIERIAtS AND FA nICA1•ON
•Pl+let shad nil-Dt ✓•s:a;`<0 0.11 ♦nv+a a^OIAs.es VI 0•I lu.laa
q...n YIma.11 04J Dt Cul lot lynl I.11.4 .WJ to .v..J
[u•.nq :
, P:.":en41vn.s •nC ro•nt vanu.nnat sn.1: Cv.nC Je a.i eye .a
c1n.I..at snl..n
D"V Cvlt on .1D Me'" 'S th111 m•es at she enle..•^11 01
'" "" ""T
"""T otne..oa 1K. -n
.111- tWls ••1 •n .cco•e.r1ce ..In she appuC.D•t tecIoA on
rr..ul.11s o1 lr., tPt Cesgn Sp.e.1.[A I•ont
. F7 Menu Wet $r.0 -ft 111 101.41 m.n„ I&M,14 %.I.% .N rr•.1
nerC 10 .e Ac•ealte 111 We 101 .than ea^011hq .110/01 4114.•
I,w.pwez.las '
•Cam:rcl .t snC.h
On Itis 0.1--q .a II•.1 I.COr*Nr•a nC.O to.
n0.1A.I CCIJ LO•q OI IL.:=• +r.0 44,.4 *Ion C.n>;nl 11'..1 De
a .. tnr. .,•d,r•. •d 1^41 Irn. t. n. t•r 11arC1
DATE 8/23/90
J08 ID SMTH2'IG
SHEET OF
/0
Fasten trusses together with d nails
spaced as follows : L.a
Top Chord 0. C.
I2.. C.
(x
Web members 3 to a .
Btm chord
stugge(A
All nailing
TRUSS DESIGN IS FOR 1 M OF
4
8X8 -
. 3 5
00
6
4x1 \
2 PINY UNIT.
7X1 5N \
- 1
1 Q
1
0 Sx4 I 4X6 - EX8 - 4X1 - 3x4 I o
12 11 EX8 10 9 8
0/A SCCPP IIAAgN 2pp1-2550-A0 l (FT. INCHES. 16THS) SCALE= 0.250/1.0
F,AX DEFLECY I ON=0277 '
hAh DUNG AND EFe CIION
ha nol. , an0 E•e CI•C'I .•t 1,01 she I$$ Pons 04•iT at Ih1 cc s•gneI
(Nall Tanut.i.IN..I
T I..a Sat +•t vnce0tl..e.i0n01ns01a 111 1.or1 IOc1.0•C CarcJyt nO•nq
.halo• q. 1
TamyO. ut .^C 4a.m.nent D.iG.^C IOI nolC.nq hulltt.n a
au..:^I anC Pi„mD pCsd.,h an: 10111 {.i1.hq 1a1Na110Ka, 1611
N Oea• MC anC nuall.0 Dt olhels
•CaJ tlrt ea nD•+1q .t est.r. dna ••aCUDA Dltt•^q 4 al.als
11 Ct..:.aJ hz.lh1I,P.t:t.LOnlll aCLOn lal IIv11e9 It QuN tt
svC1, lempotart Ws:•^i 0.rnq hsi11"b0A N1 .eah Itutsls 10
1.0•C loppl,n; v4oJmi•:.•nq
• The t,,;a n l•a^ 01 a.a:Kn OI uvtses tela :.t 11110.1 Ina Conl.01
of pe lion, t.p.l••nC*c .n Ina .nswill•on 0t Ilva 1.1 Plola t•
LO t1aT1:a sesetti so.gnl11A00:e0.
. -- -...._.... 1.,11 I"e, ""I.t Man the D.t-gn
DESIGN INFOAUA11GN
Des. gn mceu .1111 lr•e lalesi re. s-0rl'o1 k1l•or.3I0e11gn SDee.
bcal•on Fw Suess Glaze tt,.- el an0 Its F•slcn.nls. of the
kat,onal-Fo•ttl PiwJ It Asw-31-04, ah0 Del.gn SO. at•:+•
I.ont lot I.I Ut:.t Plitt;Conncelt0 Wo•A TlvtseL 01 V16
Twss Plate IU1v1, t1Pq
NOTE
I eonneelal plaits Into Dt txtl•a on Dain laces 01 she Uuit
.1111 Aids plop..y .m:<ort0 a^a V411 N s11nnUIca1 ito.l
Ihe 1o•nt units{ Oleel..si ".h
q AU a scmy anC I.W.0h tecommtne44ons ale 10 N iodo.►a
.n 1cco.:ahc a -Intl c.nq 01.00C It's a a t ew1 l E of 1P1
3.11 an ha..z.sl hvrs.o vn.1 t•Ou.1et mors IAan V•1 Uvat.
Uvsses Brat At ta:wtlba it ► "pante ural. Ir.en r.a6.a or
CoA. C tD; t v41 a 1 ro.6 a.
e.1r4.u14^a14vM-4 aeoTytesonar.v,IIlop orto!1" 1!41
LUHBER SOLUTION
TOP . 2X6 OF -L #l2.
BOT 2X6 DF -L SS.
WEB 2X4 DF -L P3.
EXCEPTION WEBS
4-10 2X4 DF -L #I,
UAIERIAtS AND FA nICA1•ON
•Pl+let shad nil-Dt ✓•s:a;`<0 0.11 ♦nv+a a^OIAs.es VI 0•I lu.laa
q...n YIma.11 04J Dt Cul lot lynl I.11.4 .WJ to .v..J
[u•.nq :
, P:.":en41vn.s •nC ro•nt vanu.nnat sn.1: Cv.nC Je a.i eye .a
c1n.I..at snl..n
D"V Cvlt on .1D Me'" 'S th111 m•es at she enle..•^11 01
'" "" ""T
"""T otne..oa 1K. -n
.111- tWls ••1 •n .cco•e.r1ce ..In she appuC.D•t tecIoA on
rr..ul.11s o1 lr., tPt Cesgn Sp.e.1.[A I•ont
. F7 Menu Wet $r.0 -ft 111 101.41 m.n„ I&M,14 %.I.% .N rr•.1
nerC 10 .e Ac•ealte 111 We 101 .than ea^011hq .110/01 4114.•
I,w.pwez.las '
•Cam:rcl .t snC.h
On Itis 0.1--q .a II•.1 I.COr*Nr•a nC.O to.
n0.1A.I CCIJ LO•q OI IL.:=• +r.0 44,.4 *Ion C.n>;nl 11'..1 De
a .. tnr. .,•d,r•. •d 1^41 Irn. t. n. t•r 11arC1
DATE 8/23/90
J08 ID SMTH2'IG
SHEET OF
UBC
1
D,esignInformation TC(D+L)= 30.0 PSF 5 Plating Information ------
NOTE
DC(D+L)= 10.0 PSF
40.0 FSF JT. CHORD SZZE AT JTI}IYDRO-IJ AIL LO AT'101 'N1
DWG SR87-03010-U<02}106G6 TL(D+L) NO 2X4 2Y.6 PLATE
SIZE
NO. 8 DATE 11/29/86 STRESS ZI7C - 1:250/0
4 PTX A 0 0/0 0 0/0
J-1 23- 5 23- 5 2 1/2 X 0 1/2
(Ft,in. ) 24'- 0 20- 1 3 X 4 PTX A 1.5/8 2 1/2
2 Y.3.mLml chord SPTX
j+
TOP CHORD BOTTOM CHORD X 4 PTX
LUMIIER GRADE 2X4 2X6 2X4 2X6 J-2 30- 0 30- 0 1
=DOUGLAS FIR= 30- 0 30- 0 2.3- 6 29-11 5 1 1/:
NO 2 5 X S PTX 6 2 1/2
30- 0 30- 0 23- 6 29-11 SJ -2 30- 0 i30- 0 8 x 8 PTX
NO 2 DENSE .24- 0 30- 0
NO 1 30- 0 30- 0 - q 1 1/2
30- 0 30- 0 24- 0 "30- 0 g '4 PTX
NO 1 DENSE J-3 30-. 0 ' 30- 0 3
SEL STRU 30- 0 30- 0 24- 0 30- 0
DEN .SEL STRU 30- 0 30- 0 24- 0 30- 0 J-6 24- 0 30- 0 3 X 8 PTX
• 1 3/S
165OF-1.SE MSR 30- 0 30- 0 24- 0 30- 00 SJ -6 24- 0 5 X 8 PTX 2 3/
1.800F -1.6E MSR 30- 0 30- 0 24 0 '30- 30- 0 8 X 0 PTX
1950F -1.7E MSR 30- 0 30- 0 24- 0 30- 0
30- 0 30- 0 24-
2100F -1.8E MSR 0 30- 0
2250F -1.9E 0 30- 0
HSR 30- 0 30- 0 24- CHORD SPLICE OPTSONS 0 30- },^:'4;+FTX'
C-2 30- 0
240OF-2.OE MSR 30- 0 24- 0 30-.0
30
•REQUIRES 2X6 DEARING VREQUIRES 21:6 BEARING 0 3 }' 4 PTY.
C-6 24-,0 30- 0 3
3 Web Requirements (Ft. NOTES: D. SPANREQUSPECRES IFIED
TOPIS CHORD
CHORD
llllllll_l
I
UNBRACED BRACED GROSS PLATE RATING(PSi) FOR PT):=186(DF) I
w• l
2X4 WEBS Wl W2 q0- 0 GROSS PLATE RATING(PSI) FOR ITH=144(DF
_
STD -DF 28- 9 30- 0 30- 030- 0 30- 0
CON -DF 28- 9 30- 0 30- 0 30- 0
PO2 -DF 28 9 30- O 30- 0 30- 0
N01 -DF 28- 9 '30- 0
4 FForce Information L -- Span (Ft.)
CHORD FORCES WEB FORCES
JOINT LOADS
C 1= -60.5L W 1= -16.2L J 2= 15.1L
C 2= -44.7L W 2- 25.9L J 3= 19.2E
C 6- 54.2L
REACT- -40.OL J 6= 10.11,
DESIGNED IN ACCORDANCE WITH TPI -85 AND NDS -86 -
Note - See Table 3 for Web Lateral Bracing Rcguiiements
P2= L
-25
Truss is
Symmetric
about. CL
XSJ2 I 1y
I .
P1= y`S +5 J2 y ±6.
X
\ G2
r
5J6 12
Y S SLOPE D '
X L` h'1
f
C6
P +6- J6
4
2X4 Dearing 8 P6`"2
inlTableo2ed
SPAN L
FSESEOREVERSE
WSIDED-DOCUMENT
SIDE FOR Eii E1f4EEPjNG Tn
PORTANT INFORMATION
0 1987, hydro -Air Engineering, inc. Dox 7359 St.Louis I.1O 63177
j QVV ESS10N/j
A.
l0'. Fri
LU - No. C-041595 ;: r`
EXp.l=_` l J
OF CA F
UBC CODE.
2'- 0" 0. C..
6/12 SLOPE PTX+PTII PLAT.''._
DOUG FIR VGLZISR
16/14/0/10= 40 PSF P 1.25
DESIGN LOAD
TOP LL= 20.0 PSF
TOP DL= 20.0 PSF
BOT LL= 0.0 PSF
BOT DL= 10.0 PSF*
e5PSF REDUCTION TAKEN
IN AXIAL STRESS ONLY
DUR OF LOAD INC 1.25
SPACING 24.0 IN 0/C
NON-STANDARD LOAD
JT L_BS SECTION PSF
NONE NOIJE
J1 R 675.MIN3.50"
5 675: 3.50"
cn
1
t
0
MBR
LEN FORCE
1— 2
3.60
—2052
2— 3
3.48
—1386
3— 4
3.48
—1386
4— 5
3.60
—2052
MBR
LEN FORCE
MBR FORCE HBR FORCE MBR FORCE LUMBER SOLUTION
5— 6
6— 7
4.02
3.49
1747
1747.
2— 8 37 2— 7 —457 4— 7 —457
3— 7 961 4— 6 37 TOP 2X4 DF—L #1a
7— 8
8— 1
3.48
4.02
1747
1747
BOT 2X4 DF—L 01,
WEB 2X4 DF—L #3a
3
5
r' „ IjD,71;aR'SifCl3 to"54ir
7
need to.inciaced in site certain handling andror exec.
lion procedures.
:•.i
DATE 8/13/89
normal conditions of loading and fabrication. Camber may be
JOB ID VAL15S. J
SNFFT OF'
PROVIDE HORIZONTAL MOVEMENT AT SUPPORT
3
5X8
2 4 2,
6.00 3X6 3X6 X16.00
3 6 5X 10
3X%
2X4 7 2X4 Cn
I
8 6 0
43.00 3.001
0/A SPAN 15— 7— 0 (FT, INCHES. 16THS) SCALE= 0.375/1.0
REC CMB= 0.19" AT 7
IHANDL ING AND ERECTION
Handling and E,OCtion ate not the tesponsiblhty of the designer
n. the Owe rnanulact... at
Trusses ato to be handled with otil,cular cn* Outing banding
Mellor bunohng. oelnery and installation to avoid damage.
It mpota ty and be tmanenl bt-acing lot holding trusses in a
ttiatghn and plumb position• and lot ref Uling lateral lorc*s shell
be oeligned and installed by others.
-Careful handling is essential and *,action bracing is always
"Qu
Normal precautionary action lot Musses requites
such Itmpoiary bracing Outing installation between trusses to
avo•d toppling and dominoing.
the supe rviston of a re c t ion of It us f es s na p b* under the control
of petsons eaptitienced in the infuralion of pusses. Plates-
sional sov.cs thsll be ►ought it needed
•Concentration of conauuclgn loads grunt than the design
DESIGN INFORMATION
Design meets with the latest revision of: National Design Specs-
tication For Suess Grace Lumber and fis Fastenings. of Ina
National Forest Products Association; and Design Speubca•
lions lot Light Metal Plata Connected Wood Trusses. of the
Truss Plate Institute IIPI).
NOTE
I Connector plates ship be located on both faces of the Inuss
with nails properly imbedded and shall be aymmelt;cat about
the joint unless Otherwise shown.
2.All bracing and srec6on recommendations tie to be followed
in accordance with bracing of wood trusses BWT 76 of TPI.
3.It an Individual trussed unit requites more than one IFUss.
trusses snap be bbrksled as a separate unit. then nailed of
barred iogetherasnoted.
4.7he design assumes compression chords flop or bottom) are
fo. 13 43
Y n-
\Jl > CIV\
OF CA..
JAIERIALS AND FABRICATION
. ....
Plates Shap not be installed over finals. knotholes Or dISTOi1Ca
_
glair Members shall be cul for tight lilting woodrlo wood
beating.
,Plait cenlerlines and joint cenlerlines shall coincide except as
— . , ..._ ....... r:-..:.... .
TRUSS L7 7JIC
olherwrse shown.
•Doubt suns es web mes eSho Shall meet al the Cenlerlinet of
Ire w n unless 011ie wise shown.
aa p
_ E k a f j s 1 [ { j (t 1µ n a
IWI t u `i
['
. All m Jelrals are in accordance with the applicable section on
`/ L
1 i e ` /►lys
materials of the TPI Des.gnSpecificahons
r' „ IjD,71;aR'SifCl3 to"54ir
•Fastener sites shown ate actual manulactuied sites and may
lot
need to.inciaced in site certain handling andror exec.
lion procedures.
:•.i
*Camber as shown on this drawing is that recommended for1r( iJI
normal conditions of loading and fabrication. Camber may be
re•ised al the option of the IabriC4101 or i,chtlesl.
UDC
Information TC(D+L)= 30.0 PSI 5 Plating Information
Design 1.
BC(D+L)= 10.0 PSF
= 40.0
PSI JT: CHORD SIZE AT JT HYDRO SIAIL ZE NOTE LOZATION(YN)
DWG SA87-03010-U<PLATE
02111056 TL(D+L) NO 2X4 2X6
SHT Mord
O54 DATE 11/29/88 STRESS INC = 1.25 X 8 PTX A 0
0 3/4 0 5/
J-1 29- 2 22- 3 3 X 10 PTX A 0 3/4 0 7/8
2 Spans (Ft. -in.) 44- 0 26-10 4 X 12 PTX AB 1 0/0 0 5/2
LUMBER GRADE -TOP .CHORD BOTTOM CHORD
44- 0 5 X 12 PTX AD 4 1/8 0 1/2
2X9- ZX6 2Xq 2X6 X 4 PTX
=DOUGLAS FIR= J-2 39- 2 94- 0 1
No 2 29- 5 44- 0 30-10 40- 0 5 1 1/2
NO 2 DENSE 31- 9 44- 0 34-11 44- 0 SJ -2 39- 2 5 X 5 PTX e 2 1/2
•NO 1 32-11 ;44- 0 ':36-73.. -44- 0 94- 0 8 g 8 PTX
NO 1 DENSE 35- 0 44- 0`"40- 4 'qq- 0 4
SEL STRU 34-11 44- 0 40- 4 44- 0 J-3 32- 1 32- 1 3 X 4 PTX
DEN SEL STRU 36- 4 44- 0 44- 0 49- 0 39- 2 44- D 4
X 4 PTX 4
X 4 PTX 4 1 7/0
165OF-1.5E MSR 33- 2 44- 0 35- 1 44- 0 J-4 29- 1 29- 7 q 4 Z 1/2
1800F -1.6E MSR 34- 7 44- 0 38- 5 44- O TX 39- '1 39- 1 4. X 5 P 2 7/8
X 6 PTX 4,
1950F -1.7E HSR 35-11 44- 0 92- 4 44- 0 39- 2 43- 9 q X 6 PTX 4 3 1/8
210OF-1.8E•14SR 37- 1 44- 0 44- 0 44- 0 44- 0 4
225OF-1.9E MSR 38- 3 44- 0 44- 0 44- O X'l0 PTX 10 2 1/8
2400F-2.OE MSR 39- 2 44- 0 44- 0 44- 0 4 1/8.
36-10 36-10 7 'X 10 PTH 10
•REQUIRES 2X6 BEARING gREQUZRES 2X8 BEARING J -g 44- 0 44- 0 7 X 12 1/2 PTH 12 1/2 4 1/0
3 Web Requirements (Ft. -in.)
J10 35- 8 35-.8 3 X 4 PTX 3
BRACED 43- 8 43-.8 3 X S PTX 3
X 4 PTX 3
UNBRACED W4 .44- 0 44- 0 4
2X4 WEBS W1,W3 W2 W4 44-W3 qq2 O 5 X 10 PTH 10 1 3/4
0 94- 0 44- 0 q4- 0 SJ10 37- 3
STD -DF 44- 5 X 12 1/2 PTH 18 1/2
CON -DF 44- 0 44- 0 44- 0
44- 0 94- 0 44- 0 8 X 8 PTX 2 3/4
NO2-DF 44- 0 4'4- 0 44- p q4- 0
ND1-DF 44- 0 44- 0
2X6 WEBS 44- 0 44- 0, CHORD SPLICE OPTIONS
NO2-DFX q PTX
0
C-2 39- 2 42-. 3 X 4 PTX
4-0- 0 4
4 ForceInformation L --Span (Ft.)
C-9 29-10 34- 1 4
LOADS 31-11 34- 3 3 X 7 1/2 PTH
JOINT
CHORD FORCES WEB.FORCES qq- 0 44- 0 4 X 7 1/2 PTH
C 1= -141.4L W la -12.7L J 10 8.4E
C 2= -128.01, W 2= 18.8L J 2- 10.4E NOTES: B. REQUIRESCI2XEF
6 TOP CHOROR D CHORD
C 3= -89.41, W 3- -24.5L J 3= 9.4E
C 9=•• 106.7L W 4= 70.71, J 4= 9.4E
J 9= 4.7E GROSS PLATE RATING(PSI) FOR PTX -1
C10= 130.5E _ -40.OL J10= 5.1L GROSS PLATE RATING(PSI) FOR PTH=.199(DF)
REACT
DESIGNED IN ACCORDANCE WITH TPI -85 AND NDS -86 DEC {.'•►+.!i I
Note -See Table 3 for Web Lateral Bracing Requirements
- Web 4 must be 2X6 No: 2 for all spans
Truss is Lis , O Q pE ESS10
S etric i_25 _`
a out CL P2• 6 P9• c X
5i2 P + T Q`v • p•' • Fr
O • t'n
' .r Ft•L-6 •e Lu
NO. C-041595
silo
Lt 'aY1
S SLOPE sti •• .'
G Q T l I V
1,9
x 'PlF DF CHLiF 2
UO x
SLOPE P + . ' •
T 12 ti
2X4 ,Bearing . e L-25 .S P9• L-" Type 1035
unless noted PfO u
in Table 2 SPRN l
2.- 0. O.°.
UHC CODE
6/12 -3/12 PTX+PT11 PLATES
TWO SIDED DOCUMENT
HYDRO -AIR DOUG F
ENGINEERING IA VGLMSR
SEE REVERSE SIDE FOR T„
IMPORTANT INFORMATION Ti 16/14/0/10= 4o PSF 1.2
-
0 1987, Hydro -Air Engineering, Inc. Box 7359 St.Louis MO 63177
Informatlon TC (D+L)= 30.0 PSF
1 esgI DC(D+L)= 10.0 PSF
DWG SR87010-U<02110BS6 TL 40.0
-03D+L11.25
PSF
SHT NO. 51 DATE 11/29/88 STRESS INC o
2 Maximum Chord Spans (Ft. -in.)
TOY "CHORD rBOTT014 •'CHORD
LUMBER :GRADE - ti••,.2X4 2X6 2X4. 2X6
—DOUGLAS FIR-
NO 2 25- 3 37-10 32= 4_•40-
NO 2 ,DENSE 26-11 ,40- 0 36r
,.,No. 1 l ._27_" 9 ;X90- 0 '" 40_ 0 40- 0
'29- 1 40- 0 _
NO 1 DENSE40- SEL STRU 28-10 40_ 0 40- 0 40- 0
DEN SEL STRU 30-'0 40- 0 .
165OF-1.5E MSR 27-10 40- 0 36- 5 40- 0
1800F -1.6E MSR 28-10 40- 0 39- 9 40- 0
1950F -1.7E MSR 29-10 40- 0 40- 0 40- 0
210OF-1.8E MSR 30- 7 4400- 00 40- 0 40- 0
40- 0 40- 0
225OF-1.9E MSR 31- 5 40- 0
40- 0 40- 0
240OF-2.OE MSA 32- 1
•REQUIRES 2X6 BEARING gREQUIRES 2X8 BEARING
3 Web Requirements (Ft. -in.)
UNBRACED BRACED
W2 W3 "W1 W2 W3
2X4 WEBS w1 40- 0 40- 0
STD -DF 40- 0 31- 3 40- 0 q0- 0
CON -DF 40- 0 31- 3 40- 0 40- 0
NO2-DF 40- 0 32- 3 40- 0 40-.0
NO1-DF 40- 0 33- 0
2X6 WEBS 40- 0 40- 0
NO2-DF
IrS (Ft.)
4 Force Information Pan
WEB FORCES JOINT LOADS
CHORD FORCES S.OL J 1= 10.8L
C le -130.7L W 1- J
C 20 4L L 2= 15.11
. w 2= -31.O
C 70 120. -89 6E W 3- 66.2E J 7- 14.7L
C 8= 120.6E
REACT= -40.OL J B. 5'. 1L
CE WITH TPI -85 AND NDS -86
DESIGNED IN ACCORDAN
CHORD SPLICE OPTIONS
C-2 32- 1 40- 0 3 X 4 PTX
C-7 26- 4 30- 2 3 X 4 FTX
33- 7 30- 3 X 7 1/2 PTH
39- 2 40- 0 4 X 7 1/2 PTH
40- 0 30- 3 3 X 1OX S PTX
37- 8 5
40- 0 6 X 6 PTX
NOTES: II. SPAN REQUIR£SC 2X£D IS 6 TOPFOR CHORDTTOM CHORD
GROSS PLATE RATING(PSI) FOR PTX-IB6(DF)
GROSS PLATE RATING(PSI) FOR D 4 )
Note•- See Table 3 for web Lateral Bracing Requirements
Web 3 must be 2X6 No. 2 for all spans
Truss is
SymmetrI
about CL x T
P .*g•
u -
x L2
T
x _
T
12 x
SLOPE Hz
5J8 _TT
x
CB
P +6.
4
12SLOPE I 7 12 1-25
pi-- p1.PB•L u2S •5 P2.P7--
2X4 Bearing
in noted
ot d SPAN L , z••
e 2
.i
TWO SIDED DOCUMENT Jf /QIR
SEE REVERSE SIDE FOR FNTM
IMPORTANT INFORMATION Tl
0 1981, Hydro -Air Engineering, Inc. Box 7359 St.Louis Mo 63177
o Q Lof EM04,q
Expl
s• I v
lF 4F
Type 835
"UDC CODE 2'- 0" O.C.
6/12 -3/12 PTX+PTH PLATES
DOUG FIR VGtMSR
16/14/0/10= 40 PSF P 1_25
UDC
5 Plating Information
HYDRO -NAIL NOTE
LO ATION(;11)•
JT. CHORD SIZE
AT
JT
PLATE
SIZE
NO. 2X4
2X6
J-1 26- 5
21-10
3
X
6 PTX A
A
1 1/4
0 3/4
0 1/2
0 5/8
31- 6
24- 1
3
X 8 PTX
X 10 PTX A
0 3/4
0 7/8
40- 0
26- 9
3
X
6 PTX A
2 5/8
0 1/4
28- 1
4
X
8 FTX AB
4 1/2
0 0/0
37- 5
6
X
10 FTX A
7 7/8
0 7/8
40_ 0
5
J-2 30- 0
30- 0
3
X
5 PTX
4 PTX
2
1,3/4
3
4
32- 1
40- 0
4
X
5
X
5 PTX
5
1 1/2
2 1/2
SJ -2 20- 9
6
X
6 PTY.
6
2 1/2
32- 1
40- 0
8
X
8 PTX
8
3-3 30- 6
30- 6
4'
X
4 FTX
S PTX
5
4
5
5
1 7/8
1 3/4
32- 1
39- 6
4
X
X
PTX
1 1/2
40- 0
4
J-7 27-11
27-11
5
X
10'FTX
PTH
10
10
2 1/0
2 1/8
31- 7
31- 7
5
Y. 10'
lOX
PTH
10
4 1/0
32- 7
32-
X
10 PTX
10
3 1/0
0
90- 0
8
8
J_g 90- 0
90- 0
1
X
4 PTY.
5
X
6 PTX
6
1 1/2
1 1/2
SJ -8 28-11
5
1:
8 PTX
g
33- 0
5
X 10
PTH
10
1 1/2
2 1/2
40- 0
4O- 0
8
X
g PTX
8
IrS (Ft.)
4 Force Information Pan
WEB FORCES JOINT LOADS
CHORD FORCES S.OL J 1= 10.8L
C le -130.7L W 1- J
C 20 4L L 2= 15.11
. w 2= -31.O
C 70 120. -89 6E W 3- 66.2E J 7- 14.7L
C 8= 120.6E
REACT= -40.OL J B. 5'. 1L
CE WITH TPI -85 AND NDS -86
DESIGNED IN ACCORDAN
CHORD SPLICE OPTIONS
C-2 32- 1 40- 0 3 X 4 PTX
C-7 26- 4 30- 2 3 X 4 FTX
33- 7 30- 3 X 7 1/2 PTH
39- 2 40- 0 4 X 7 1/2 PTH
40- 0 30- 3 3 X 1OX S PTX
37- 8 5
40- 0 6 X 6 PTX
NOTES: II. SPAN REQUIR£SC 2X£D IS 6 TOPFOR CHORDTTOM CHORD
GROSS PLATE RATING(PSI) FOR PTX-IB6(DF)
GROSS PLATE RATING(PSI) FOR D 4 )
Note•- See Table 3 for web Lateral Bracing Requirements
Web 3 must be 2X6 No. 2 for all spans
Truss is
SymmetrI
about CL x T
P .*g•
u -
x L2
T
x _
T
12 x
SLOPE Hz
5J8 _TT
x
CB
P +6.
4
12SLOPE I 7 12 1-25
pi-- p1.PB•L u2S •5 P2.P7--
2X4 Bearing
in noted
ot d SPAN L , z••
e 2
.i
TWO SIDED DOCUMENT Jf /QIR
SEE REVERSE SIDE FOR FNTM
IMPORTANT INFORMATION Tl
0 1981, Hydro -Air Engineering, Inc. Box 7359 St.Louis Mo 63177
o Q Lof EM04,q
Expl
s• I v
lF 4F
Type 835
"UDC CODE 2'- 0" O.C.
6/12 -3/12 PTX+PTH PLATES
DOUG FIR VGtMSR
16/14/0/10= 40 PSF P 1_25
P•!Xt sit 1-i Rr.F T F 9 Pt?n .I0T ST ,PAA'$ SPncFn ;)a. on"
I.i`+ITIttG CRITEliIA:
Lnr.n =___>
?n, OF SF
20.OPSF
20.OPSF
Of A0
LOAn =___>
t1.0PSF
--------'---
- -
-T-31, R -1.'6x3----
L0'4D =___>
?'I.0PSF
.35.nP5F--40.VP5F-
-
..x;r
SS'GF
1.8
-----------
1.25 (FOR CEILING
JOIST RF=1.0, CSI=1.0)
7' 511
I`I
In
qe
gn
7'10n
7 5"
10
3"
s
=1.. -DF- -'1.9
FF
1750 ..
any pitch (see chart)
1".
5•: •L'u
SLOPES<u:12
UL>=.5+t.L
SLLPES>=u:12__.--_GLL SLOPES
CEILING JOIST
I I `
- --- -
. -------- - =..OEF
to=LL
W=LL V;=LL+K•DL
W=LL
r2 IjF
I T-32,
1a5n
t•.u.F•I
DEF<=L%790
DEF -L/180 I)EF-L/180
I/F.F<=L/240'
0"
'
R -1.6x., -
5"
7iA"
7' 3"
911"
>> u
i .... 2xu, 5=3.06
1= 5.359
1 u5•)
7'
5"
x Dr. V
6'
2"
2x6, S=7.563,
1=20.797
7 i 2"
':-'
6'' 8°
fl'
-'
YG
:3 I1F
- .5
1.5
300-----'6,- "
VI
--5i -9„-•---S
- -
0^
.211
7;
------------------------------------------------------------------------------------
RAFTER
r=:-q
CEILING
see chart for maximum spans and
Rxu
R4FTER
1.5
600
6'
SLnPE<a:12
SI.OPE>=4:12
JOIST
respective lumber grades
7'
LIv
Lnr.n =___>
?n, OF SF
20.OPSF
20.OPSF
Of A0
LOAn =___>
t1.0PSF
15.0PSF
2 0 . 0 P S F
---1 DI AL
L0'4D =___>
?'I.0PSF
.35.nP5F--40.VP5F-
-
16.nPSF 16.0P.SF 16.OPSF 10.0P5F 2x4 stud with T-31, R -1.6x3
7.OPSF. 14.OPSF 19.OPSF 5.OPSF (not required if top chord supported)
23.nPSF 30.OPSF 35.0PSF t5.0PSF-•----'
plates sized for handling only 2nd may be
if t
517E
6PLOE
E
FR
IAnn
2X6
zl
OF
1.9
150.)
>r6
r2
OF
1.7
replaced with any equa as en-er
..x;r
SS'GF
1.8
21 n0g
725
In
7' 511
. 7r
In
qe
gn
7'10n
7 5"
10
3"
s
=1.. -DF- -'1.9
FF
1750 ..
6
1".
7i' -5n
7IF—,
9.
q:- 1,i--
; .xn
1i1U„
7' 50
t0
30
?.Xu
r2 IjF
1.7
1a5n
f+'
0"
7' 3"
7'
0"
9;
5"
7iA"
7' 3"
911"
>> u
llitC uF
1
1 u5•)
7'
5"
b' A"
6'
2"
8;
2"
7 i 2"
':-'
6'' 8°
fl'
5" -- -._
'
YG
:3 I1F
- .5
1.5
300-----'6,- "
VI
--5i -9„-•---S
r-Sn
0^
.211
7;
-2n
6 3
r=:-q
7
5
Rxu
5TUhCF
1.5
600
6'
5' 9n
5r
5..
7'
2n
6' 311
5" 9"
7'
5"
>:a
STD OF
1.5
61.1
5.
7n
5i 0n
a.
8"
6'
2"
5i 5"
5' 0n--
6'
•yi
Sn ----'
FF.
..1.•5
.165n•---'•7,'•An--7'i--0n----b,-An
--Si--ln
.7'x•-4..
7i'-Qn
8"
1.5_'1
n
7'
F."
7i 0"
6i
8"
qi
1"
7' 4°
7 0n
9'
fl"
>Xa
z2 HF
1.0
list)
7'
6"
6'10"
b'
6"
gi_7"
7i ?"
-6ilOn--
91101,
----------
_..11
_'C
_..
CUr t+F-.
1
_.. _ ..
8?5
T,
1'
•---- ' n--
S
- - 5:-6
n.
7 i
n.
-3
6 a a
5
7
6-1..
2x4
=3 IIF
.2
1.7
650
VIA"
.11
5' 3"
9'11"
6'
Sn
5' fln
5•. 3"
6'
8" -
?Xu
STLiCIIF
1.2
1,90
5'10"
5' 3"
9'11"
Sn
5. .An
5i 311
6'
811
2Xa _STU
HF '_
1 .2
aI5
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lo
TITLE 24 REPORT.FOR:
TEAFORD CONSTRUCTION PLAN B
MADERO
LA QUINTA, CALIFORNIA
PROJECT DESIGNER:
JOHN CASTILLO .
45-250 SMURR STREET = #12
INDIO, CALIFORNIA 92201
(619) 347-2470
OWNER:
REPORT PREPARED<BY:
JOHN H. HACKER & ASSOCIATES
4501 E. SUNNY DUNES ROAD, SUITE D
PALM SPRINGS, CALIFORNIA 92264
(619) 327-4565
Job Number:
Date:•6/16/1991
"
The COMPLY 24 computer program has been used to perform the calculations
summarized in this compliance report. This program has interim approval
and is authorized by the California Energy Commission for use.with the
:Second Generation Nonresidential Building Energy Efficiency Standards
for Nonresidential Occupancies. Second Generation Residential Occupancies
shown to comply with this program conform to the results produced by the
Public Domain Point System, developed by the California :Energy Commission.
n
Table Of Contents for Title 24 Report
-------------------------------------
Cover Page .....:......... .............................. .......... 1
Table of Contents .......... .......... ...... 2
Form CF -1R Certificate of Compliance: Residential ....... 3
Form MF -1R Mandatory Measures Checklist: Residential ................ 6
Form P -2R Point System Summary ...................................... a
Form WS -1R Points Thermal Mass Worksheet ....................... ... 9
Form WS -2R Interpolation Worksheet ......... ......... ............. '10
Form WS -3R Duct Weighted Average Worksheet ....... ......... 11
Form S Shading Coefficient (SC) Worksheet 12
Domestic Hot Water Worksheet ......... ..... .. ............ 14
HVACZone & Space Loads Summary ....... ............................ 15
CERTIFICATE OF COMPLIANCE: Residential (part
1•of 3)'.':dF-1R "'page 3',of 11
Project: TEAFORD CONSTRUCTION,-
PLAN B
COMPLY 24 v 3.10
Designer: JOHN CASTILLO
Building Permit No
Location: Indio.
Date:
6/16/1991
,Checked,By
Documentation: JOHN H. HACKER
-----------------------------------------'---------------------------------
& ASSOCIATES
Date (User # 2655)
PROJECT ADDRESS
Job #:
MADERO
LA QUTNTA, CALIFORNIA
GENERAL INFORMATION
Compliance Method:'
Point System
Climate Zone:
15
Total Conditioned Floor Area:
1902 sgft
Building Occupancy:
Single Fat Att
Front Entry Orientation:
West
Number of Dwelling Units:
1
Floor Construction Type:
Slab
Infiltration Control:
Standard
BUILDING SHELL INSULATION
Component Area
U -Value Location/Comments
R-19 Frame Wall 1164
0.0655 WHOLE
HOUSE
R-38 Roof/Gyp Ceiling: 1858
0:0287 WHOLE
HOUSE
Carpeted Slab 1612
0.7200 WHOLE
HOUSE/Insul= R-0.0
Exposed Slab 290
0.9000 WHOLE
HOUSE/Insul= R-0.0,
THERMAL MASS
Thick
Mass Material Area
(in) Type
Location/Description.
Concrete, Heavyweight 290
4.000 Covered
WHOLE.HOUSE/Int Mass
Concrete, Heavyweight 16124.000.
Exposed
WHOLE HOUSE/Int Mass
CERTIFICATE OF COMPLIANCE: Residential (part 2 of 3) CF -1R 'page 4 of 17
Project: TEAFORD CONSTRUCTION - PLAN B COMPLY 24 v 3.10
Designer: JOHN CASTILLO Building Permit No
Location: Indio Date: 6/16/1991 Checked By
Documentation: JOHN H. HACKER & ASSOCIATES Date (User # 2655)
GLAZING Glass w/Int
Location Orient Area Type U -Val SC Shade Description
--------- ------ ----- ------ ----- ----- ----- -----------------_-----
WHOLE HOUSE
West 122.4 Double 0.6.5 0.88 0.33 Double/Light Blinds
East 62.0 Double .0.65 0.88 0.33 Double/Light Blinds
North 72.0 Double 0.65 0.88 0.33 Double/Light Blinds
Skylt 44.0 Double 0.65 0.88 0.88 Double/No Int Shades
SHADING (for Glazing above) Over
Location Exterior Device SC hang Framing Type
--------- ------------------------ ---- ---- -----------------------
WHOLE HOUSE
50 Bug Screen 0.84 2.0 Metal w/o Mullions I
50 Bug Screen 0.84 2.0 Metal w/o Mullions 1
50 Bug Screen 0.84 2.0 Metal w/o Mullions A
None 1.00 0.0 Metal w/o Mullions
A
CERTIFICATE OF COMPLIANCE: Residential (part 3 of 3) CF -1R page 5.of 17
----------------------------------------------
Project: TEAFORD CONSTRUCTION - PLAN B _ COMPLY 24 v 3.10
Designer: JOHN CASTILLO
Location: Indio
Date: 6/16/1991
Building Permit No
Checked By
Documentation: JOHN H. HACKER & ASSOCIATESI Date (User # 2655)
-----------------------------------------------
HVAC SYSTEMS Minimum Output Duct Duct Manufacturer/Model No.
System Type Efficiency (Btuh) Location RVal (or approved equal)
Gas Fired 0.726 SE 58460 Vent. Attic Space 4.2 Day&Night 580BV060074
Air Cond 9.000 SEER 60000 Vent. Attic Space Day&Night 580BV060074
Zone Furnace Max: 1.3 x [ 31933 Btuh + (10 x 1902 sqft)] = 66239 Btuh
Cooling Exception: CFM Cooling (see Load Calcs)-requires Btuh
HOT WATER SYSTEMS Tank Manufacturer/Model No. # of Energy R-12
System Type Volume( PP equal) ora roved a Sys Credits Blanket
------------------- )
Gas Fired 50.0 Std Gas 50 gal or less 1 0
SPECIAL FEATURES/REMARKS (Add extra sheets if necessary)
COMPLIANCE STATEMENT
This Certificate of Compliance lists the building features and performance
specifications needed to comply with Title 24, Chapter 2-53 and Title 20,
Chapter 2, Subchapter 4, Article 1 of the California Administrative Code.
This certificate has been signed by the individual with overall design
responsibility and the building owner, who shall retain a copy of it and
transmit the certificate to any subsequent purchaser of the building. When
this Certificate of Compliance is submitted for a single building plan to
be built in multiple orientations, all building conservation features which
vary are indicated in the Special Features/Remarks section.
DESIGNER BUILDING OWNER
JOHN CASTILLO
45-250 SMURR STREET - #12
INDIO, CALIFORNIA 92201
(619) 347-2470
License No:
Signed:
(Date)
DOCUMENTATION AUTHOR
JOHN H. HACKER & ASSOCIATES
4501 E. SUNNY DUNES ROAD, SUITE D
PALM SPRINGS, CALIFORNIA 92264
(619) 327-4565
Signed:
ENFORCEMENT AGENCY ' (Date)
Name:
.Agency:
Telephone:
(Date)
MANDATORY MEASURES CHECKLIST (part l of 2) MF -1R, page 6 of 17
Project: TEAFORD CONSTRUCTION - PLAN B COMPLY 24 v 3.10
Designer: JOHN CASTILLO Building Permit No
Location: Indio Date: 6/16/1991 Checked By
Documentation: JOHN H. HACKER & ASSOCIATES Date (User # 26551
NOTE: Lowrise residential buildings subject to the Standards must contain
these measures regardless of the compliance approach used. Items marked
with an asterisk (*) may be superseded by more stringent compliance
requirements listed on the Certificate of Compliance. When this checklist
is incorporated into the permit documents, the features noted shall be
considered by all parties as binding minimum component performance
specifications for the mandatory measures whether they are.shown elsewhere
in the documents or on this checklist only.
BUILDING ENVELOPE MEASURES Enforcement
o Sec. 2-5352(a): Minimum ceiling insulation R-19
weighted average.
o Sec. 2-5352(b): Loose fill insulation manufacturers
labeled R -Value.
o Sec. 2-5352(c): Minimum wall insulation in framed walls R-11
weighted average (does not apply to exterior mass walls).
o Sec. 2-5352(k): Slab edge insulation - water absorption rate
no greater than 0.3%, water vapor transmission rate no
greater than 2.0 perm/inch.
o Sec. 2-5311: Insulation specified or installed meets
California Energy Commission (CEC) quality standards.
Indicate type and form.
o.Sec. 2-5352(f): Vapor barriers mandatory in Climate Zones 14
and 16 only.
.o Sec. 2-5317: Infiltration/Exfiltration Controls
a. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
b. Doors and windows certified.
c. Doors and windows weatherstripped; all joints and
penetrations caulked and sealed.
o Sec. 2-5352(e): Special infiltration barrier installed to
comply with Sec. 2-5351 meets CEC quality standards.
o Sec. 2-5352(d): Installation of Fireplaces
1. Masonry and factory -built fireplaces have:`
a. Tight fitting, closeable metal or glass door'
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed
MANDATORY MEASURES CHECKLIST (part 2 of :2) yMF--IR" 'page 7,of 17
-----------------------------------------
Project: TEAFORD CONSTRUCTION = PLAN B COMPLY 24 v 3.10 I
Designer: JOHN CASTILLO Building Permit No
Location: Indio Dated 6/16/1991 Checked By
Documentation: JOHN H. HACKER & ASSOCIATES, Date (User # 2655)-
HVAC AND PLUMBING SYSTEM MEASURES -Enforcement
o Sec. 2-5352.(g) and 2-5303: Space conditioning equipment
sizing: attach calculations.
o Sec. 2-5352(h) and 2-5315: Setback thermostat on all
applicable heating systems. ,
o Sec. 2-5316(a): Ducts constructed, installed and insulated `
per Chapter 10, 1976 UMC.
o Sec. 2-5316(b): Exhaust systems have damper controls.
o Sec. 2-5314(c): Gas-fired space heating equipment has
intermittent ignition devices.
o Sec. 2-5314: HVAC equipment, water heaters,`showerheads and
faucets certified by the CEC.
o Sec. 2-5352(i): Water heater insulation blanket -(R-12 or
greater) for storage & backup tanks for solar water heating,
systems; first 5 feet of pipes closest to tank insulated
(R-3 or greater).
o Sec. 2-5312(Exception I): Pipe insulation on steam and steam '
condensate return & recirculating piping.
o Sec. 2-5318(d): Swimming Pool Heating u
1. System has:
a On/off switch on heater.
b. Weatherproof instruction plate on heater.
c. Plumbed to allow for solar.
;2. 75 percent thermal efficiency.
3. Pool cover.. t•
4. Time clock.
5. Directional water inlet
LIGHTING AND APPLIANCE MEASURES _
o Sec...2-5352(j):.Lighting- 25 lumens/watt or greater for
general lighting in kitchens and bathrooms.
o Sec. 2-5314(c): Gas fired appliances equipped with
intermittent ignition devices. `
o Sec. 2-5314(a): Refrigerators, refrigerator -freezers;
freezers and fluorescent lamp ballasts certified by the'CEC.°.
Indicate make and'model number..
POINTS SYSTEM SUMMARY: CLIMATE
------------------- ---------------------
--------------------------------------------------------
ZONE 15
t
P=2R` page 8
-7 --- -----
of 17
Project:
Project: TEAFORD CONSTRUCTION -
PLAN B
I ----
COMPLY 24. v-3.10
Designer: JOHN CASTILLO
Building Permit No
Location: Indio
Date:, 6/16/1991
Checked By
Documentation: JOHN H. HACKER &
ASSOCIATES
2655)
Date'(User #
BUILDING DATA '
-------------
Conditioned Floor Area 1902
sqft
Number of
Stories 1
Occupancy Type Single
Fam Att
SCORE CARD
Measure
Points
1. Roof Insulation
0.0287
(U -Value)
1
2. Wall Insulation
0.0655.
(U -Value).
0 .
3. Raised Floor Insulation
0.0000
(U -Value)
"
3a. Controlled Vent Crawlspace
. 0.0
(R -Value)
->
0
4. Slab Edge Insulation
0.7734
(f2 factor)_
5. Infiltration
Standard
0
6. Glass Heat Loss
0.65
15.8%
0
Sum 1-6
1
7. Shade Open Area % Glass
SC
OH Eff %
a. North 72.0 3.8
x 0.74•
2.8
-1,
b. East 62.0 3.3
x 0.74
x 0.90 =
2.2
0
c. South 0.0 0.0
x 0.00
X. 0.00 =
0.0-
-1
I
d. West 122.4 6.4
x 0.74
x 0.85 _
4.1
1
1
e. Skylight 44.0 2.3
x 0.77
=
1.8
1
AAA
8. Shade Closed Area % Glass
------------
SC
OH Eff %.
a. North 72.0 3.8
----
x 0.28
---- ---
=
-
1.1
0
b. East 62.0' 3.3
x 0'.28
x 0.82 =
0.7
2
c. South 0.0 0.0.
x 0•,.00
x 0.00 =
0.0..
6
d. West 122.4 6.4
x 0.28
x 0.78 =
1:4
0
e. Skylight 44.0 2.3
x 0.77
=
1.8
-14
9. Interior Thermal Mass
4.26
3
10. Exterior Wall Mass
0.00
►
0
Sum 7-10
-3
11. Heating System 0.726 SE
x 0.82
Duct.Eff =
0.60
Eff SE
1
Zonal Control: No
.
12. Cooling System 9.000 SEER
x 0.81
Duct Eff =
7.'29
Eff SEER
.3
13. Water Heating (see DHW Worksheet)
-
0
r
Point
Total:
2
41.
THERMAL MASS WORKSHEET
WS -1R page 9 of 17
Project: TEAFORD CONSTRUCTION
- PLAN B
--------------------------------
COMPLY 24 v 3.10
Designer: JOHN CASTILLO
Building Permit No
Location: Indio
Datez-6/16/1991 Checked By
Documentation: JOHN H. HACKER
& ASSOCIATES
Date (User # 2655 -)
INTERIOR THERMAL MASS
Interior Interior
Sides
Wall
Mass Mass Mass
Mass Material Thick
-------- -----
Exposed
-------
U -Value
-------
Area Factor Capacity
------ --------
Concrete, Heavyweight 4.00
0
--------
290.0 x 1.8 = 527.8
Concrete, Heavyweight 4.00
1
1612.0, x 4.7 = 7576.4
TOTAL -8104.2
INTERIOR MASS FACTOR
8104.2
IMC /
1902 sqft = 4.26
* Mass listed above with a Wall U -Value
denotes
the Interior Mass credit
for Exterior Mass Walls, and are repeated
below for Exterior Mass credit.
0 Sides Exposed indicates mass covered
with surface material >= R-2.
EXTERIOR MASS WALLS
Exterior Exterior
Sides
Wall
Mass Mass Mass
Mass Material Thick
Exposed
U -Value
Area Factor Capacity
a
4,
INTERPOLATION,
WEIGHTED AVERAGE &
ADDITION WORKSHEET
WS-2R,page `10
of 17
----------------------------------
Project: TEAFORD
CONSTRUCTION
PLAN
-----------
B
------------
COMPLY 24
-v 3.10
Designer: JOHN
CASTILLO
Building Permit No
Location: Indio
Date:
6/16/1991
Checked By
Documentation:
JOHN
H. 'HACKER & ASSOCIATES,
Date (User
# 2655),
INTERPOLATION
Point
Point
Point
Score
Actual
Value
Score
Score
Value
Value
Point
Item
1
Value
1
2
1
2
1
Score
Roof
4
+(
0.0287
- 0.02)
x
( -4 -
4)
/(
0.04
- 0.02)
= 1
Wall
1
+(
0.0655
- 0..06)
x
( -2 -
1)
/(
0:08
- 0.06)
= 0
Slab Edge
2
+(
0.7734
- 0.70)
x
( -l. -.
2)
/(
0.80
- 0:70)
= -0
Glass Type 2
1
+(15.7939
-15.00)
x
( 0 -
1)
/(16.00
-15.00)
= 0
N Shade Open
0
+(
2.8142
- 2.00)
x
( -1 -
0)./(
3.00
- 2.00)
_ -1
E Shade Open
0
+(
2.1848
- 2.00)
x
( -1 -
0)
/(
3.00
- 2.00)
_ -0
W Shade Open
1
+(
4.0841
- 4.00)
x
( 1--
ly
/(
5.00
- 4.00)
= 1
H Shade Open
1
+(
1.7915
- 1.00)
x
( 1 -
1)
/(
2.00
- 1.00)
_ 1
N Shade°Clsd
0
+(
1.0553
- 1.00)
x
( 0 -.
0)
/(
2.00
- 1.00)
0
E Shade Clsd
4
+(
0.7480
- 0.00)
x
( 1•-
4)
/(
1.00
- 0.00)
= 2
W Shade Clsd
2
+(
1.4081
- 1.00)
Ix
( -3 -
_ 2)
/(
2.00
- 1.00)
_ -0
H Shade Clsd
-8
+(
1.7915
- 1.00)
x
( -16 -
-8)
/(
2.00
- 1.00)
= -14
Int Mass
3
+(
4.2609
- 4.00)
x
( 3 -
3)
/(
4.50,
- 4.00)
= 3
Heating
0
+(
0.5953
- 0.56)
x
( 1 -
0)
/(
0.60
- 0.56)
= 1
Cooling
0
+(
7.2900
- 7.00)
x
( 11 -
0)
/(
8.00
- 7.00)
= 3
WEIGHTED AVERAGE
POINTS.
Type 1
Type 2
Type
3,:
-Total
Average
Item
Points Area
Points
'"Area
Points
Area..
Area
Points
- -. .Si.,,µ ..
,. r,* i•r iAt. v;tta:.
•
.. _ ...
y
'a _a , •.
..
a
sr: r„'f
DUCT WEIGHTED AVERAGE WORKSHEET
------------------------------------------------------------------------
WS -3R 'page 11,,of 17
Project: TEAFORD CONSTRUCTION - PLAN B
COMPLY 24
v 3.10
Designer: JOHN CASTILLO
_
Building Permit No
Location: Indio Date: 6/16/1991
Checked By
Documentation: JOHN H. HACKER .& ASSOCIATES
-----------------------------------------------------------------------
# 2655)
Date (User
DUCT FACTORS BY HVAC ZONE
Duct
Duct
Len.
WHOLE HOUSE R -Val Duct Location
--------------------- -----'--------
Factor
(ft)
F x L
WHOLE HOUSE 4.2 Vent. Attic Space
------
0.820
----
x 30
----- A
24.6
HEATING DUCT FACTOR 24.6 / 30 =
0.820
30
24.6
WHOLE HOUSE 4.2 Vent. Attic Space
0.810
x_ 30 =
24.3
COOLING DUCT FACTOR .24.3 / 30 =
0.810
30
24.3
.
to
I
z A -
SHADING COEFFICIENT (SC). WORKSHEET
------------------------- I -------------------------
.-FORKS page 12of 17
Project: TEAFORD CONSTRUCTION - PLAN BCOMPL
'Y .24 v,3.10
Designer: JOHN CASTILLO
Building Permit No
Location: Indio :Date: 6/16/1991
'Checked By
Doc , umentation: JOHN H. -HACKER & ASSOCIATES
------------------------------- ---------------
.Date (User #
------------
o
GENERAL INFORMATION
1. Glazing Type: Double
3. Framing Type: Metal w/o Mullions
5. Framing/Mullion-Factor: 0.88 (from Table G-10)
6. Interior Shade Type: Double/Light Blinds
7. SC Shade Open: 0.88 (from Table G-9 or.show
calculation)
8. SC Shade Closed:' 0.33 .(from Table G-9 or
showcalculation)
GLAZING, INTERIOR SHADE & FRAMING
9a. 0.88 (SC #7) x 0.88 (FMF.#5) 0.'77 SIC Shade Open
10a.0.33 (SC #8) x 0.88 (FMF #5) 0.29 SC Shade.Closed
EXTERIOR'SHADE Exterior Shade:Type:
50 Bug -Screen
11. SC Exterior Shade; 0.84 :(from Table G-11 or manufacturer's data)
12. [(0.84 (SC #11) x 0.25) + 0.75] x 0.77 (SC #9a)
0.74 SC Shade Open
13. [(0,84 (SC #11) x 0.25) + 0.75]- x 0.29 (SC #10a)
----------------------------------------------------------------
0.28 SC -Shade Closed
OVERHANG FACTOR
------------
Glass Ovrhng Dist Glass Proj
OH Factor OH Factor
,Orientation Area Depth Above Height Ratio
----------- ----- - ------ --
Shade open Shade Clsd
----------
West 122.4 2.0 / ( 0.14.0) = 0.49;
-----------
0.85 0.78
East 62.0 2.0 / ( 0.1 1 + 5.0) = 0,39
0.90 0.82
SHADING COEFFICIENT (SC) WORKSHEET FORM S page 13 of'17
Project: TEAFORD CONSTRUCTION - PLAN B COMPLY 24 v 3.10
Designer: JOHN CASTILLO Building Permit No
Location: Indio Date: 6/16/1991 Checked By
Documentation: JOHN H. HACKER & ASSOCIATES Date (User # 26551
GENERAL INFORMATION.
1. Glazing Type: Double
3. Framing Type: Metal w/o Mullions
5. Framing/Mullion Factor: 0.88 `(from Table G-10)
6. Interior Shade Type: Double/No Int'Shades
7. SC Shade Open:. 0.88 (from Table G-9 or show calculation)
8. SC Shade Closed: 0.88 (from Table G-9 or.show calculation)
GLAZING, INTERIOR SHADE & FRAMING ry
9a. 0.88 (SC #7) x 0.88 (FMF #5) = 0.77 SC Shade Open
10a.0.88 (SC #8) x 0.88 (FMF #5) = 0.77 SC Shade Closed
EXTERIOR SHADE Exterior Shade Type: NO EXTERIOR SHADE
---------------------------------------------------------------------------
OVERHANG FACTOR
Glass Ovrhng Dist Glass Proj OH Factor OH Factor
Orientation Area Depth Above Height Ratio Shade Open Shade Clsd
NO OVERHANGS
F 4,
DHW WORKSHEET•ONE: STORAGE TYPE GAS OR ELECTRIC page 14 of -17
Project: TEAFORD CONSTRUCTION - PLAN B COMPLY 24 v.-3.10
Designer: JOHN CASTILLO Building Permit.No 1
Location: Indio Date: 6/16/1991 Checked By
Documentation: JOHN H.,HACKER & ASSOCIATES Date (User # 2655)
A EQUIPMENT DATA
1
Water heater .type,
SG
Enter SG or SE
2
Manufacturer &
72.6
F, see Table 1.
3
Model number
0.0205
Std Gas 50 gal or less
4
Ignition device
GP
GP, gas pilot or IID, int. ignition device
5
Tank volume
50.0
Total gallons, from CEC Appliance Directory
6
Recovery efficiency.
76.0
Percent from CEC Appliance Directory
7
Standby loss
3.1
Percent/hour, from CEC Appliance Directory
8
Rated input
55000
Btu/hr, from CEC Appliance Directory,
2
Annual savings
0.0
(1 kWh = 3413 Btu)
9
Number of Heaters
1
From building plans (total)
10
Insulation Jacket
Y
(Y/N) R-12 insulating jacket on the plans -
B OPERATING DATA
1 Climate Zone 15 See Appendix D /
2 Water heating budget- 18700 KBtu/yr/unit, see Table 1
3 Tank set temp. 140 F, fixed input
4 Water main temp. 70.0 F, see Table 1
5
Daily hot water load
50
50 or 35 gallons/unit, see Table 1
6
Ambient air temp.
72.6
F, see Table 1.
7
Adj Standby Losses
0.0205
See Table 2 or Appendix B
8
No. dwelling units
1
From building plans (total)
9
Number of pumps
0
From building plans
10
Pumping energy
0.0
Watt-hr/yr per Pump, see Table 3
C
WATER HEATING ENERGY
CREDITS
1
Credit name
See Table -5
2
Annual savings
0.0
KBtu/yr/dwelling unit, see Table 5
D
CALCULATE ANNUAL WATER
HEATING ENERGY (KBtu/yr)
----------------------=------------------------------=---------------------
1
Recovery load
10539.4
{[B5 x 8.25 x(140-B4)x 365 x 0.001]-C2)x B8
2
Recovery energy
13867.6
D1 / A6
3
Standby loss energy
4839.6
{24 - [(D2 x 1000)/(A8 x A9 x.365)]) x•8.25
x A5 x B7 x,365 x (140-B6) x 0.001 x A9
4
Pumping energy
O.O.
B9 x B10 x 3.413 x 3 x 0.001
5
Total energy,
18707.2
GAS SYSTEMS: (D2 + D3 + D4) / B8
ELECTRIC: {[(D2 + D3) x 3] + D4) / B8
6
Water heating budget
comparison
-7.2
KBtu/yr/unit B2 - D5 '
a
t
A
., ,' e
:
o
:<
HVAC ZONE HEATING & COOLING LOAD SUMMARY page 15 of 17
---------------------------------------------------------------------
Project: TEAFORD CONSTRUCTION - PLAN B COMPLY 24- v 3.10
Designer: JOHN CASTILLO Building Permit No
Location: Indio Date: 6/16/1991 Checked By
Documentation: JOHN H. HACKER & ASSOCIATES Date (User # 2655)
HVAC ZONE DESCRIPTION
HVAC Zone Name:
Heating System Name:
Cooling System Name:
System Multiplier:
Heating Schedule:
Cooling Schedule:
Fan Schedule:
Peak Load Method:
Relative Humidity:
SPACES IN THIS ZONE PEAR
----------------------- ----
WHOLE HOUSE (Jan 12am)
TOTAL SPACE LOAD
Bypass Ventilation Air ( 0 cfm)
Supply Duct Conduction
Supply Duct Leakage
Supply Fan Heat Gain
EFFECTIVE SPACE LOAD
Ventilation ( 0-cfm)
Return Air Lighting Gain
Return Duct Conduction
Return Duct Leakage
Return Fan Heat Gain
TOTAL SYSTEM LOAD
SYSTEM PERFORMANCE
AT DESIGN CONDITIONS
WHOLE HOUSE
Day&Night 580BV060074
Day&Night 58OBV060074
1
Residential Heating
Residential Cooling
Residential HVAC & Fans
COINCIDENT
•50 $
::o y
' COOLING
HEATING
PEAK
SENSIBLE
LATENT
31899
(Aug 2pm)
30022
856
31899
30022
856
0
( 0 cfm)
0
-0
1595
1501
638
600
17
-0
0
34132
32124
873
0
( 0 cfm)
0-0
0
1
341
321
683
642
17
-3223
3223•'
31933
36310
891
3.0 tons
0.1 tons
58460
43272
10768
3.6 tons
0.9 tons
::o y
RESIDENTIAL SPACE HEATING LOAD
§UMMARY
page
16 of 17
Project: TEAFORD CONSTRUCTION
-PIAN B
COMPLY 24
:v 3.10
Designer: JOHN CASTILLO
Building Permit No
Location: Indio
Date:
6/16/1991
Checked By
Documentation: JOHN H. HACKER
----------------------------------------------------
& ASSOCIATES
Date (User
- ----------=------j
# 2655
1
Space.Name:
WHOLE HOUSE
Design Indoor Dry Bulb Temperature:
70 F
Design Outdoor Winter Dry Bulb
Temperature:
29 F
Design Temperature Difference:
41 F
Conduction
Area
U -Value TD
Btu/hr
R-19 Frame Wall
1163.6
x
0.0655 x 41.0
= 3123
Solid Wood Door
20.0
x
0.3872 x 41.0
= 3'18
Double/Light Blinds
256.4
x
0.6500 x 41.0
= 6833
R-38 Roof/Gyp Ceiling
1858.0
x
0.0287 x 41.0
= 2184
Double/No Int Shades
44.0.
x
0.6500 x 41.0
= 1173
Carpeted Slab
Perim = 161.0
x
43
_ 6923
Exposed Slab
Perim = 68.0
x
43
2924
Infiltration: 1.00 x 0.018'x
1902 sgft,x 8.0
ft
x 0.75 AC x 41.0
8422
TOTAL HOURLY
HEAT
LOSS FOR SPACE
31899
SUPPLY AIR QUANTITY
-------------------
Heating: 31899 Btu/hr./ [1.10 * (105 F Supply -
65 F TStat)) =
725 cfm
RESIDENTIAL SPACE COOLING.LOAD SUMMARY
---------------------------------------------------------------------------
page 17.of 17
Project: TEAFORD CONSTRUCTION - PLAN B
COMPLY 24
v 3.10.
Designer: JOHN CASTILLO
Building Permit No
Location: Indio
Date: 6/16/1991
Checked By
Documentation: JOHN H. HACKER & ASSOCIATES
---------------------------------------------------------------------------
Date (User
# 2655)
Space Name:
WHOLE HOUSE
Design Indoor Dry Bulb Temperature:
78 F
Design Outdoor Summer Dry Bulb Temperature:
112 F
Design Temperature Difference:
34 F
Conduction
Area
U -Value DETD
Btu/hr
R-19 Frame Wall
1163.6
x 0.0650 x 29.6 =
2240
Solid Wood Door
20.0
x 0.3756 x 29.6 =
222
Double/sight Blinds
256.4
x 0.6179 x 34.0 =
5386
R-38 Roof/Gyp Ceiling
1858.0
x 0.0282 x 50.0 =
2622
Double/No Int Shades
44.0
x 0.6179 x 34.0 =
924
Infiltration: 1.00 x 0.018 x 1902
sqft x 8.0
ft x 0.15 AC x 34.0 =
6984
Shaded
Unshaded
Solar Gain Orient.
--------------------------------
Area SGF
---- ---
Area SGF SC
---- --- ----
Btu/hr
Double/Light Blinds West [
45.9 x 15
+ 76.5 x 73] x 0.28
------
= 1749.
Double/Light Blinds East [
18.6 x 15
+ 43.4 x 731 x 0.28
= 961
Double/Light Blinds North [
0.0 x 15
+ 72.0 x 15] x 0.28,=
301
Double/No Int Shades Skylight [
0.0 x 15
+ 44.0 x1521 x 0.77
= 5179
Internal Gain Op Frac.
Area
-Heat Gain Conv.
Btu/hr
Lighting 1.00
x 1902.0
x 0.200 x 3.413 =
1298
Equipment 1.00
x 1902.0
x 0.200 x 3.413 _
1298
Occupants 1.00
x 1902.0
x 225 / 500 =
_- 856
TOTAL HOURLY
SENSIBLE HEAT GAIN FOR SPACE
30022
Latent Gain Op Frac.
Area
Heat Gain Conv.
Btu/hr
Equipment 1.00
x 1902.0
x 0.000 x 3.413 _
0
Occupants 1.00
x 1902.0
x . 225 / 500 _
856
TOTAL HOURLY LATENT HEAT GAIN FOR SPACE
856
SUPPLY AIR QUANTITY
-------------------
Cooling: 30022 Btu/hr / [1.08 * (
78 F TStat
-55 F Supply)] 1209
cfm
r
Building
Arlrlrece 52_415 MADERO
4.4
P.O. BOX 1504 N o .
78-105 CALLE ESTADO
LA QUINTA, CALIFORNIA 92253
owner
ROBERT TRAPORD
Mailing
Address 1900 MCCALLUM
City Zip Tel.
P.S. 92262 320-4473
Contractor
TRAFORD CONSTRUCTION
Address
SAME
City SAME Zip Tel.:
State Lia City
& Classjf. 277942 Lic. # 1827
<Arch., Engr.,
Designer aACKER ENG.
Address Tel.
490 S. FARRELL P.S. 323-7720
City Zip State
PLS. 1 92263 Lic" # 43863
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
effect.
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, atter, improve, demolish, or repair any structure, prior to its issuance also
requires the applicant for such permit to file 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
s6bjectsthe applicant to a civil penalty of not more than five hundred dollars ($500). -
❑ 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, 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
ofproving that he did not build or improve for the purpose of sale.)
❑ I, 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 ofproperty,who builds or improves thereon, and who contracts for
such projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
❑ 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 Co ripen.y oDI&Uragpe,P r certif edreoprIt ereo -ag V800, Labor Code.)
Policy No. b A .CCotm an d si7L 1L
❑ Copy is filed with the city. O Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM = N
WORKERS'COMPENSATIONINSURANCE '
(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 thg 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.
Lagree 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
LDING: TYPE CONST. POOL OCC: GRP.
Number
Legal Description
Project Description POOL
9439
Sq. Ft. No. No. Dw.
Size Stories Units
New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑
.t
Estimated Valuation $81000.00
8,000•00
PERMIT AMOUNT
Plan Chk. Dep.
Plan Chk. Bal. •
Const. VV.UU.
Mech. 1 4 .
Electrical 4 .5. UU
Plumbing Z / O
S.M.I. . 3
Grading
Driveway Enc.
Infrastructure
14
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:
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBING FEE€, _ 1
IST FL. SQ. FT. ® $
2ND FL. SQ. FT. ®
POR SO FT ®
GAR. SO. FT. ®
CAR P. SO. FT.
WALL SQ. FT. ®
SO, 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
BONDING
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASHER(AUTO)(DISH)
APPLIANCE DRYER
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
DUCT WORK
LAUNDRYTRAY
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.
SO. FT. ® c
BATH TUB
WATER HEATER
SO. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SO. FT. RESID ® 1% c
SEWAGE DISPOSAL
BOND BEAM
SO.FT.GAR ® Vic
HOUSE SEWER
$
GAS PIPING
PERMIT FEE
PERMIT FEE
PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. FEE
STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR
SETBACK
GROUND PLUMBING
UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE
ROUGH PLUMB.
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS
SEWER OR SEPTIC TANK
ROUGH WIRING.
DUCT WORK
ROCK STORAGE
FOUND. REINF.
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APPJEQUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
$
GRADING
cu. yd.
plus x$
=$
LUMBER GR.
FINAL INSP.
FRAMING
FINAL INSP.
ROOFINGA
1--V
C
6N //
REMARKS:
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING
MESH
INSULATION/SOUND
FINISH GRADING
FINAL INSPECTION -
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURESIINITIALS
GARDEN WALL FINAL