002878 (RR)P.O. BOX 1504 No.
002878
Building 78-105 CALLE ESTADO
Address 7a--390 GoldwUMIds PIS LA QUINTA, CALIFORNIA 92253
Owner
Anita
Mailing BUILDING: TYPE CONST. OCC: GRP.
! � ,
Address A.P. Number
City Zip Tel.
1$a 92253 _ Legal Description
Con. tractor —'�+fi0 .
Project Description
W rac Roofing
Address..
2220 DMoft
City' Zip Tela
1 lk-d*i n (714) 548-54-04
State Lic. City
& Classif.%g5�3 Lic. # Sq. Ft. No. No. Dw.
Size Stories Units
Arch.; Engr., -
Designer New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑
Address Tel.
City
JZi . p State
Lic. #
r LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that I am licensed under provisions of Chapter -9 (commencing withiSection
.7000) of Division -3 of th`e•8usmess an -d rofessions Code, and my licenseisin full orce and
effect.: j Y P r y< soy
taG:NATURE 9 6 DATE
OWNER'•BUILDER DECLARATION
I hereby affirm that I am exemptiArom 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, after, 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 rive hundred dollars (8500): '
❑ 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 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 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.)
.❑ I am exempt under Sec. B. &•P.C. for this reason
Date Owner
WORKERS' COMPENSATION DECLARATION
I hereby affirm that "I have "a certificate of consent to self -insure, of a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
0 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,lhe permit is for one hundred dollars (8100) valuation
or less.) - -
1 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. It, 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. '
Estimated Valuation
fr
•.PERMIT
AMOUNT
Plan Chk. Dep.
Plan Chk. Bal.
'"Const.
58.54
Mech.
Electrical
Plumbing
S.M.I.
a50
Grading
Driveway Enc.
Infrastructure
TOTAL
REMARKS
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
CONSTRUCTION LENDING AGENCY.. Side Street Setback from Center Line
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.). Side Setback from 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. . ^ 1-30-87
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 +Jr
construction, and hereby authorize representatives -of this city to enter the above-
mentioned properly for inspection purposes', t ! . [1t1� r+ Validated by:
Signature of applicant) r �t —Date��
Mailing Address +�� ` Validation:
City, State, Zip ZA
A 7 2 1 9 1 30 51.0b U
HARD COPY
T
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBING FEES
1ST FL. SO. FT. ® $
UNITS
COLL. AREA
SLAB GRADE
ROUGH PLUMB.
YARD SPKLR SYSTEM
2ND FL. S0. FT. ®
HEATING (ROUGH)
STORAGE TANK
FORMS
MOBILEHOME SVC.
BAR SINK
POR. S0. FT.
DUCT WORK
ROCK STORAGE
GAR. SO. FT. ®
POWER OUTLET
ROOF DRAINS
HEATING (FINAL)
DRAINAGE PIPING
CAR P. S0. FT. ®
GAS (FINAL)
TEMP. POLE
WALL SO. Fr. ®
DRINKING FOUNTAIN
SO FT ®
WATER HEATER
URINAL
ESTIMATED CONSTRUCTION VALUATION $
FINAL INSP.
WATER PIPING
NOTE: Not to be used as property tax valuation
WATER SYSTEM
FLOOR DRAIN
MECHANICAL FEES
GRADING
cu. yd.
$ plus x$
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASHER(AUTO)(DISH)
APPLIANCE DRYER
FINAL INSP.
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
`
LAUNDRY TRAY
AIR HANDLING UNIT CFM
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.
S0. FT. ® c
BATH TUB
SO. Ff. p c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SO. Ff. RESID ® 1 Va c
SEWAGE DISPOSAL
SO.FT.GAR ® 3/ac
HOUSE SEWER
MESH
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 GOND. 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 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.
FINAL INSP.
FRAMING
FINAL INSP.
ROOFING
`
q
DEC 1 a
9
7
IJ(4
REMARKS:
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING
MESH
INSULATION/SOUND
FINISH GRADING
FINAL INSPECTION
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURES/INITIALS.
GARDEN WALL FINAL
•
•
International Conference of Building Officials
Report No. 3409
RESEARCH REPORT . hi,bruury, lolls.!
Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION—Roof Covering
DECRABOND, DECRACRYLIC AND
DECRA111ASTIC STEEL ROOFING TILES
AM ALEX HARVEY INC.
618 NORTH ECKIIOFF STREET
ORANGE, CALIFORNIA 92668
I. Subject: Decrabond. Decracrylic and Decramaslic Steel Roofing
Tiles.
II. Description: A. General: The rooting tiles are pressure formed
from No. 26 gauge galvanized sheet steel complying with ASTM Designa-
tion A 446-1976, Grade B. fora 1.3 -ounce -per -square -foot zinc coating for
the Dccramastic and Decrabond tiles and a 1.0 -ounce -per -square -foot coat-
ing for the Decracrylic tiles, having a minimum yield strength of 37,000
psi. The overall size of each tile is 16'/ inches by 52'/4 inches with an
installed exposure of 14'/ inches by 49'/2 inches. Each file laps with
adjacent tiles to provide a weathertight construction. The longitudinal cross,
section of the the consists of seven modules 7 inches wide, each having a
4%4 -inch radius curved pan section with raised flutes along each side. An
additional 114 -inch -wide raised fluted section occurs along each end of the
the to interlock with adjacent tile. The tile butt edge is bent down approx-
imately I inch and follows the pan configuration of the tile below, providing
an overlap for weather and nailing purposes. The top edge of each life is
bent vertically then lipped horizontally from 1 inch to 1 %2 inches to provide
added support.
The top surface and butt edge of each Dccramastic tile are coated with a
bituminous emulsion into which natural or colored ceramic crushed stone
granules are embedded. The surfaces of the tile are then spray finished with
a polyvinyl acetate surface sealer and oven baked to cure.
The top surface and butt edge of each Decrabond tile are coated with an
impervious bitumen extended styrene acrylic primer and a base coat of
acrylic resin into which natural or colored ceramic crushed stone granules
are embedded. The surface of the tile is then spray finished with a clear 100
percent acrylic resin overglaze and oven baked to cure.
For the Decracrylic tile, both sides of the galvanized steel are treated with
an epoxy primer. An opaque base coat of acrylic resin is applied on the
exposed surfaces, followed by embedment of colored stone chips and a
semigloss acrylic resin overglaze.
B. Roof Pitch: The steel tiles described in this report may be installed on
roof slopes of 3:12 and above without an underlayment. For roof slopes less
than 3:12, the tiles act solely as a decorative covering on the roof and the
installation requires a solid sheathing and underlayment, and is subject to
the local building official's approval.
C. Underlayment: An underlayment is always required in areas subject
to snow, blowing dust or sand and shall consist of one of the following:
1. Two layers of Type 15 organic fiber felt.
2. One layer of Type 30 organic fiber felt.
In areas free of the above conditions, refer to Paragraph II -B on roof
pitch.
D. Battens: Battens must be used for fixing the tiles to the framing
member and must be 2 by 2 or I by 4 nominal size No. 2 Douglas fir -larch or
�-better. When acting as spaced sheathing, the battens are to be limited to
supports spaced a maximum of 24 inches on center.
E. Installation: The tiles are designed to be installed on wood battens
placed 14'/2 inches on center and fastened to the supporting frarging mem-
ber by 16 -penny common nails when using 2 -inch by 2 -inch lumber. When
using I -inch by 4 -inch lumber, two 8 -penny common nails are used. When
the rafter length matches full tile course, the batten spacings are measured
from the face of the ridge board downward. When the rafter length does not
match full tile courses, measurements are from the face of the fascia board
up to the face of its succeeding battens and the width of the tile adjacent to
the ridge board is adjusted by cutting and bending vertically in the field. All
ridges and hips are provided with nominal 2 -inch by 3 -inch wo to boards.
Valleys are framed to receive No. 26 gauge corrosion -resistant metal
flashings extending at least I I inches from the center line each way, with a
I -inch -high splash diverter at the flow line kirmed as part of the flashing.
Flashing end laps are 4 inches, minimum.
All full tiles arc nailed in place on the roof before any tiles are cut and
placed at hips and valleys. The tiles should be staggered a minimum of one
7 -inch module. In cases where it is not practical to stagger lay, it is
acceptable to stack bond the the in adjacent rows.
The vertical butt edge is nailed with not less than four I'/ -inch -long 6 -
penny galvanized flathead roofing nails. One nail is placed at the butt edge
of the adjoining tile, and three intermediate nails are positioned approx-
imately 1 inch from the side of the curve in the downturn edge of the small
corrugation in the the and close to the bottom of the butt edge of the tile. The
lap nail is located to that side of the small corrugation away from the overlap
of the the with the adjoining tile. The three intermediate nails are at every
second corrugation. This means the fourth nail will be one corrugation
away from the first nail in the next tile. Care must be exercised in the nailing
process to avoid striking the finished surfaces of the tile.
Gable rakes are provided with a continuous gable cap piece or barge
cover, with the exposed surface treated the same as for the regular tile.
Ridges and hips have the tile fastened to the side of the ridge or hip boards
after mitering and bending and are then capped with minimum No. 26
gauge galvanized roll -formed emulsion -treated steel square cap. Openings
in the roof are flashed by means of No. 26 gauge corrosion -resistant metal
flashing, field finished with a metal paint color coordinated to the tile. The
roof tile may be cut by means of a guillotine, standat'd skill saw with a
carborundum blade or a sabre saw with a metal cutting blade for mitering to
the valley and hip angles. A portable brake press is used when making a
right-angle bend for installation of the tiles at ridge and hip locations.
Openings through the the for vents, etc., are to be adequately weadwr-
proofed as previously described and supported by additional blocking or
roof framing as necessary.
F. Reroofing Application: If the old roof is removed, all conditions
noted in Paragraphs II -A through II -E shall apply. The existing roof must be
inspected as set forth in Chapter 32 of the Appendix to the 1979 Uniform
Building Code.
G. Reroofing Application: Decrabond, Decracrylic and Decramastic
steel roofing tiles can be installed over existing wood shake, wood shingle
or asphalt shingle roofs, providing the roof slope complies with Paragraph
II -B. The existing roof must be inspected as set forth in Chapter 32 of the
Appendix to the 1979 Uniform Building Code.
H. Installation Requirements for Reroofing: 1. Class C: Ridge and hip
caps must be removed and the existing roof covering cut back flush with the
fascia or barge cover. One -by -four wood counterbattens shall be installed
parallel to the framing (perpendicular to the eaves) at a maximum 24 -inch
spacing. The counterbattens must be securely fastened to The framing
members at 12 inches on centeeng a nail of sufficient length to penetrate
Y4 inch into the framing me are should be taken to avoid splitting the
battens and eounterb9ttens. T o -inch by two-inch battens spaced 14'/
inches on center are nailed to the counterbattens using 16 -penny corrosion -
resistant common nails. Each tile is fastened to the battens using four 6 -
penny corrosion -resistant common nails. New flashings shall be installed
over and around all existing valleys, vents and chimneys in accordance with
local code requirements. The valley used in reroofing must be as shown in
the drawings.
All exposed wood used in the formation of the support grid system must
be covered by a No. 26 gauge corrosion -resistant metal flashing.
2. Class B: When a fire -retardant roof (Class B) classification is desired.
installation shall be as set forth for the Class C except that an underlayment
of listed Flintglas mineral -surface 72 -pound cap sheet is installed in the
customary manner, with 2 -inch head lap over the existing untreated wood.
or asphalt shingles, or shakes, prior to application of the 1 -inch by 4 -inch
couAterbattens and the 2 -inch by 2 -inch tile battens.
ICBG research reports are issued solely to provide information to Class A members of the organization utilizing the code upon which the report is
based. Research reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or
recommendation for use of the subject report.
This report is based upon independent tests or other technical data submitted by the applicant. The ICBG technical staff has reviewed the test results
and/or other data, but does not possess test facilities to make an independent verification.
Page 1 of 5
Page 2 of 5
?. Class A: When a lire-retard:uT1 ro l (Class A)c la."ilication is desired.
installation shall he as s6 forth lir the Class ('except as (allows: A layer of
minimum I/_ -inch -thick regular gypsum wallkward is installed over the
cuuntcfianclTs using •1 -penny drywall nails. 'lite wallhuard joints arc tightly
hutted. Additionally. one layer of Type 15 saturated telt is installed on the
gypsum board in accordance with the Uniform Building Code.
1. Identification: A lag containing the manuf'acturer's namc, address.
prMuct namc and ICBO research report number is affixed to each pallet.
Ill. Evidence Submitled; Reports of uplift, penetration, fire -retardant
Report No. 3409
roll tests and wind -driven rain tests, alruclural calculations and im1allaliun
instructions are submitted.
Findings
IV. Findings: That the tiles described in this report are fire -retar-
dant roof coverings as specified in the 1979 Uniform Building Cudc,
provided they are manufactured, identified and installed in accordance
with this report and the manufacturer's instructions.
This report is subject to re-examination in one year.
INSTALLATION DETAILS
FASCIA DETAIL
n
1••.2•• SATTCN
1
FASCIA BOARD
2"•2" BATTEN LAYOUT
Eh
ON
Nailing points 4 per tole
ROOF TILE DIM.
RIDGE
RIDGE BOARD
VALLEYS
HIPS
MIP COVCR
TILE NAIL POINT NIP COVER RAIL PQ1NI
BEND TILE UP -•• - 8001 Tlll
RAFTER
r;1
LJ
e
,I%Qe 3 of 5
Report No. 3409
FLASHING DETAILS
VERTICAL WALL DETAILS VENT/EXHAUST DETAILS
MORTAR
JOINT
FLASHING —�
APRON
LEAD EDGE FLASHING APRON
_ 'DRESSED' TO TILE
LF
CONCRETE BLOCK
E IOR BRICKWORK
MASONARY
BATTEN RARER
WALL CLADDING
STUD
APRON I:
LEAD EDGE FLASHING
BATTEN RAFTER
PACKING
GUTTER
CHIMNEY DETAILS
MASTIC
ON
SOLDER
GUTTER DETAILS
NOTE: {/ I
1. Tile to be installed on undedayment in accor- BATTEN
dance with ICBG Research Report No. 3409.
2. When 2"x 2" battens are used as spaced sheathing they shall be No. 2 Douglas fir larch or better, installed on supports
spaced not in excess of 24" centers.
}.�i .�' �J 7 a�dNy'-�T al 4r� I �. a` � .r�:l(ryl � v� '�<rk t •. U4a.` J i u j,:. L .Cv4t� �.�. Sl' { S: t� N L i3 Yuw
� ek�,"r.s.«i�i��.frtt �.,.�„Tr.,n..lr.9a�+�.�'�-a�..,+:��a.>C.,�A�,�a•,nl.,roux.�r`131Yi�tTa:�Cr�.l�:�s�s�a�`.� �.ds�;: ,1�u;'r.�ra3�.tta�i':T„eta'tie'rer�:'�!'I'>.�-a;33aN��''�`,�Yi�n�.,s9A..�,�:t��r .sc
Page 4of5�
FOUR
Report No. 3409
RAFTER
BARGE BOARD BATTEN LAYOUT
2' x r BATTENS
'tai'
;Z f ftl�
p.ra
@ago turn
l
AT FASCIA CUT SHAKES BACK
APPROX. a"B" FROM FRONT OF FASCIA % f
1' x 4' or 2' x 2" NO. 2 DOUGLAS FIR -LARCH
TILE NAILING BATTEN NAILED ON END OF RAFTER
T T F NR
1.1
n
REROOFING
REROOFING PREPARATION
(Class C)
TRIM BACK SHAKE FLUSH VATH BARGE BOARD
GABLE END
`
1
SHAKE or SHINGLES
1
t 1 I It t 1 u.•••
NOTE: Whan afire -retardant roof (Class A) classification is desired, a layer of
minimum rh-inch-thick regular gypsum wallboard is installed over the counlerbat-
1
tens using 4 -penny drywall nails. The wallboard joints are tightly butted. Additionally,
y' --
one layer of Type 15 saturated felt is installed on the gypsum board in accordance
TRIM
with the Uniform Building Code.
SOLID
When a fire -retardant roof (Class B) classification is desired, an underlayment of
SHEATHING
72 -pound Flintglas mineral -surface cap sheet is installed in the customary manner,
�\
1'
with 2 -inch head lap, over the existing untreated wood or asphalt shingles or shake
NOTE: Barge Cover lits as
per roof.
new construceon
RAFTER
BARGE BOARD BATTEN LAYOUT
2' x r BATTENS
'tai'
;Z f ftl�
p.ra
@ago turn
l
AT FASCIA CUT SHAKES BACK
APPROX. a"B" FROM FRONT OF FASCIA % f
1' x 4' or 2' x 2" NO. 2 DOUGLAS FIR -LARCH
TILE NAILING BATTEN NAILED ON END OF RAFTER
T T F NR
1.1
n
Paye 5 of 5
lie
ILI REROOFING
z
0
VALLEYS
anrnvanrnu�c
Nall through rooting to (alters mtn
I
6d or 20d corrosion resistant nails
BATTEN 2- x 2'
COUNTER BATTEN V x 4'
RIDGE
TYPE 15 ROOFING FELT
TWO 2"x r BATTENS
Report No. 3409