HomeMy WebLinkAbout1862 PARKGLEN CIR - Building PermitscI�TY OF COSTA MESA REQUEST FOR OCCUPANCY
TR4CT •TO, / D L/ 3 DATE
LOT NO. S/
ADDRESS_
The developer of the above entitled tract desires to sell the
above set forth lot prior to the time that the tract has been
completed and its streets accepted by the City of Costa mesa .
The undersigned, by executing this agreement, acknowledges
that (he -she -they) _ (was or were) .� advised
that this tract has not been given final inspection nor has
it been accepted by the City of Costa Mesa as having complied
with the conditions of approval which were imposed by the city
at the time the final tract map was approved.
The city assumes no liability for the enforcement of the conditior
necessary for approval other than those conditions protected by
surety bond.
The undersigned agrees to indemnify and hold the city harmless
from any claim resulting in damage or personal injury to the .
undersigned by reason of the.aforementioned uncompleted condition.
'BY
P��urggha er
B&
eve oyer and or au riz�
represe.ntati e
: B
"Lender
'g7O0ECT AijRESS: 1862 PARKGLEN CI UN°
OWNER'S NAME: DESMET
ADDRESS: SAME
ARCH/ENGINEER: 548-2090 REG.NO.:
ADDRESS: UNIT:
PERMITTEE: DESMET (714)548-2090
ADDRESS: 1863 SAME
CM CA 92627
LICENSED CONTRACTOR DECLARATION: I hereby affirm that I am licensed under provisions at Chapter 9 (commencing with Section
7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.
CITY LIC.: STATE L1D.: CLASS:
Date: Signature:
WORMERS' COMPENSATION DECLARATION: I hereby affirm that I have a certificate of consent to sell -insure or a certificate of Workers'
Compensation Insurance, or a certified copy thereof (Section 3800, Lab. C).
POLICY NO.: EAP. DATE:
COMPANY:
❑ Candied copy is hereby furnished. ❑ Certified copy is filed with the city Building Division.
Date: Applicant:
EXEMPTION FROM WORMERS' COMPENSATION DECLARATION: (This section need not be completed 0 the permida for one hundred ($100) or less).
1 cantly 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
subjectto the
Workers' Compensation Lam of California
(%� y
Date:l_� ^ ?a Signature: r^"'y q.- O 1 L-P'�'Y�_ .,a
NOTICE: 11, after making this declaration, you should becont 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 (Section 3097, Civ. C).
LENDER:
ADDRESS:
CITY OF COSTA MESA — BUILDING PERMIT PERM NO; B 048023
PERMIT NO: B 048023 PLAN CHECK NO: N GOVT: N SUPP: N
CONSTRUCTION TYPE: V—N PERMIT TYPE: STR PURPOSE: ALT
JOB DESCRIPTION : REROOF 0/ EXIST SHAKE SQ FT: 5,900
CLAIM VALUE: 5,900.00 CALC—VALUE: 5,900.00 GROUP OCC: R-3 /
COMMENTS: REROOF W/GERARD TILE NERk423
####-Nk•##>E##########*#####>F#er########�####er###ee##it###### rt##########>E#######*#et#�E
Z O N I N G R E Q U I R E M E N T S
S E T B A C K S
------------ MAIN BUILDING ---------- --------- ACCESSORY BUILDING---------
FRNT: FT IN REAR: FT IN FRNT: FT IN REAR: FT IN
LEFT: FT IN RGHT: FT IN LEFT: FT IN RGHT: FT IN
PARKING REQ: PROV: PARCEL: 42431119 ZNE: REF NO:
PLANNING NOTES>
>
D E V E.L'O P M E N T SERVICES R E Q U I R E M E N T S
ZONING APPROVED BY DATE:
BUILDING APPROVED BY
APPLICATION IS'!JUED BY:
##################################
LEGALIZATION:N F E E
DATE:
DATE • Q#3F%tS'�i[S
U M M A R Y STRUCTURAL SEGMENT:Y
OWNER BUILDER DECLARATION: I hereby affirm that l am exempt from the Contractors' State License Law for the following reason BLDG PMT PLUMBING ELECTI IC MECHANIC FIRE SMIP/RES GRADING
(Section 7031.5 Business and Professional Code: Any city of county which requires a permit to construct, alter, improve, demolish, or PERMIT 8 1 . 0 0 .50
repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed .� SMIP /NON—RES
pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business ,
and Professions Code) or that he/she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by PLAN v
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ISSUE FEE
❑
I, as owner of the property or my employees with wages as their sole compensation, will do the work, and the
for 7044, Business Professional Code: The Contractors' State License Law
BUILDING—DIV—>
TOTALS — — — — >
PERMIT
81.50
ISSUE PLAN—CHECK
0.00 0,00
TOTAL PAID
81.50 81.50
DUE
structure Is not intended or offered sale (Section and
does not apply to an owner of a property who builds or improves thereon, and who does such work himself/herself or through
'•,i
.00
his or her own employees, provided that such Improvements are not Intended or offered for sale. If, however the building or
improvementone year of completion, the owner will have the burden of proving he/she did not build or improve
REVENUE DIVISION TOTALS -->
COLLECTED •
81 .50 OVER/SHORT•
.00
fortheofSale).m
BLDG PMT
PLUMBING ELECTRIC
MECHANIC
FIRE SMIP/TOT GRADING
PLAN—CHECK
®
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Section 7044, Business
Improves
81.00
/
,50
and Professions Code: The Contractors' State License Law does not apply to an owner of propewho builds or thereon
and who contracts for such projects with a contractor(s) license pursuant to the Contractors'M tate License Law). l am aware
##i!##
that proof of their Worker's Compensation Insurance should be provided to me.
I N D I V
I D U A- L F E E
B R E A K D 0 W N
❑
I am exempt under Section: B. S P. C.
this reason: ,/1
/
TYPE QTY
D E S C R
I P T I O' N
UNIT COST
TOTAL COST
Date:
yfor
` --5 —. � 0 Owne 4A (/I - -,
SFR 5900
REROOF BY
VALUE RESIDENIAL
NOZONE 1.00
5,900,00
I do hereby cenlly that I am aware of and understand the requirements of California Health and Safety Code Sections 25505, 25533, and
25534 and that I or any future building occupant will/will not (circle one) need to comply with said state codes and the requirements for a
permit for construction or modification from the Air Quality Management District. Residential construction applications are exempt from
these
provisions,
CatApplicant:
I hereby cenity 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 upon the above-mentioned
property for inspection purposes.
Date: Slgnatur91�-
Driver's License or Social Security N:
184146 White—Building; Green—Code Enforcement; Canary—Applicant: Pink—Revenue; Goldenrod—Asaessnr
END OF FEES
SMOKE DETECTOR
REQUIRED
01 00064536-00066537 T 57 T ;ryi
DATE: 07/05/90 TIME: 11:69
CONSTRUCTION AND PLANNING
APPROVALS Permit #
Date -
,Inspector
-- POOL & SPA
APPROVALS Permit #
Date,
Inspector
1. Temporary Electrical Service or Pole
'
52. Pool & Equipment Location '
r .
'•r
2. Soil Pipe-Undrgrnd.
"
53. Steel Reinforcement
'
3. Electrical Conduit Utility-Undrgrnd.
54. Forms
4. Electrical Conduit-Undrgrnd.
55. Electrical Bonding
5. Steel Reinforcement
56. Rough Plumbing & Pressure Test
6. Electrical UFER Grnd.
57. APPROVAL TO COVER-GUNITE
7. Footings
58, Electrical Conduit-Undrgrnd.
-
8. Foundation
59. Gas Pipe, 0 Undrgrnd., Test
9. Water Pipe-Undrgrnd.
60. Backwash Lines, P -Trap, 0 Undrgrnd.
10. Structural Floor System
61. APPROVAL TO DECK
11. Property Sewer Line & House Connection
62. Backwash & Receptor -Final
12. Sewer Cap
63. Heater & Vent -Final •-
13. Roof Drains
64. Plumbing System - Final
.
14. Rough Plumbing
65. Electrical -Final
15. Rough Electrical -Conduit
66. Solar System -Final
16. Rough Electric Wiring-
67. Fencing & Access Approval
17. Rough Wiring Sign
68. APPROVED FOR PLASTERING .`
18. Rough Electrical -T Bar Ceiling
69. POOL/SPA SYSTEMS FINAL
19. Rough Heating & Air Conditioning
FIRE DEPT. REQUIREMENT
APPROVALS Permit #
20. Rough Factory Fireplace
21. Ducts, in Structure
70. Underground Hydro
22. Ducts, Ventilating
71. Product Piping 0Gas 0Oil
23. Gas Pipe -Rough & Test
72. Underground Flush
24. Roof Framing
73. Undergrnd. Storage Tank OGas ❑Oil
25. Roof Sheathing
Z n(p
74. Overhead Hydro
26. T -Bar Ceiling (Structurall & Monocoat
75. Dry Chemical
27. Frame and Flashing
76. Dry Standpipe
28. Lathing & Siding
77. FIXED SYSTEM FINAL
29. Insulation
��'
78. FIRE PREY. FINAL
30. Drywall Nailing
HEALTH DEPT. REQUIREMENT
31. Plaster Brown Coat
4f
79. FINAL INSPECTION
32. Electrical Power Meter -Final
80. FOOD CERTIFICATE ISSUED
33. Final Electric
Notes:
34. Final Heating & Air Conditioning
35. Final Gas Pipe -Test
36. Hood or Canopy
jh
37. Final Factory Fireplace
38. Final Plumbing
39. Water Service -Final
40. Gas Service -Final
41. Solar Domestic -Final
42. Backflow Preventer
43. Backflow Irrigation
44. Landscape Irrigation System
45. Sound Attenuation
46. Handicap Regulations
47. FINAL STRUCTURE & BUILDING
j!'A-;
48. FINAL PLANNING
t,-
49. Electric Release to Edison
..
50. Gas Release to Southern California Gas Co
51. CERTIFICATE OF OCCUPANCY
No. Date
u
�M
Council
of American Building
Officials
IIEGRlTAIBAT
D1111110"7tONAL OONFtItIIINO!
OOU7NtRN BUILDING Coo!
BUILDING DAIWA.3 AND 0009
OF BUILDING OFFICLN.B
CONORM INTFANATIONAL, INC• ADMINRITRATORs WMNA11ONAL, INC,
53611 South Workman Mill Road
900 Montclair Road
4051 West Fbssmoor Road
Whittiet, Caafomia 90601
Birmingham, Alabama 35213
Country Club Hills, Illinois W475
NATIONAL EVALUATION SERVICE COMMITTEE
REPORT NO, NER-427
Issued November 1, 1989
This report is subject to
reexamination In 1 year.
GERARD ROOFING TECHNOLOGIES, INC.
955 COLUMBIA STREET er
459
BREA,, CALIFORNIA 92621 RK {1EP�Rl
I. SUBJECT
Gerard Stone/Steel Roofing Panels;
Gerard isle
Z. Gerard Shake
11. PROPERTIES FOR WHICH EVALUATION IS SOUGHT
1. Roof Covering Fire Classification
2. Wind Resistance
3. Weather Resistance
III. DESCRIPTION
Gerard Stone/steel Roofing Panels are used as a roof covering
or mansard on new or existing roofs.
A. General
Gerard roofing panels (Gerard ole and Gerard shake) are
formed from mild steel in accordance with ASTM A 446 grade
A, and have a zinc galvanized G90 or Galvalume AZ -50 coating.
The steel has a coli— mated, baked -on primer on both sides with
a semigloss wash -coat on the reverse side only. The base -metal
thickness is approximately No. 26 gauge.
Gerard tiles measure: 45.3/4 inches wide side -m -side and
15-1/2 inches deep front -to -back.
Gerard shakes measure: 44-3/4 inches Wide side-to-side and
IS- 1/2Inches deep front -to -back.
Gerard Clea and Berard shakes are coated using the same
promm. Atter the panels are formed, the entire upper surface
Including flange edges, is coated with crushed stone chips which
aro bonded to the panels with acrylic resln, and a clear acryllc
overglaze completes the process.
B. Gerard Tile
The Gerard die consists of seven equal modules 6.1/4 inches
wide. A vertical weather lap -interlock and nailing face is created
by a downtumed front flange (approximately i Inch in depth),
and an upturned back flange (approximately 1 inch in height),
With an additional horizontal hp parallel to the (Hes's surface,
provided for extra support. The butt edge of one tile laps over
the upturned section of the We beneath it. Side laps at both
ends of the We of 2 inches in width permit the the to interlock
With adjacent tiles. The installed ole panel weight is
approximately 140 pounds per 100 square feet.
C. Gerard Shake
The Gerard shake panel has four recessed and five raised shake
impressions. Each shake module is of a different Width and
grain pattern. The vertical weather lapAnterlock, side lap, and
nailing fate system for the shake panel are the same as described
above for the Gerard tilt panel. . The installed shake panel
Weight is approximately 140 pounds per 100 square feet.
D. Root Covering Fire Classification
Gerard roofing panels carry a Class A, B or C rating when
tested in accordance with AS IA L- 108 (UL Standard 790, UHC
Standard 32.7) and applied in accordance with assemblies
described in Section TV.B.
IV, INSTALLATION
A. General
Gerard panels are designed to be installed on battens spaced
14-1/2 inches on center over open or solid sheathing. The
REPORT NO. NERAZ3
PAGE 1 OF 5
This report is limited to the specific product and data and test reports subrnitted by the conficant in its application requesting this report. No
independent tests were Dedbrmed by the Nationat Evoluation $entice Committee, and the comndttee specifically does not make any warranty,
either expressed or impded as to any jindag or other matter in this report or as to any product covered by this report. This disclaimer includes,
but is not limited to, merchantob ty. This report is also subject to the imitation fisted herein.
REPORT NO. NER423
nominal 2 inch x 2 Inch bettens are fastened to supporting
framing members with 16d common nails or equivalent.
Nallsmust penetrate 1 inch minimum into or through the roof
Sheathing or framing member. Where spaced sheathing is
encountered after removal of the existing roof and will remain,
nominal 1 inch x 4 inch counter battens are laid over the framing
members and secured with gd common nails or equivalent,
spaced 12 inches on center. Where battens are required to act
as spaced sheathing or purlins, minimum 2 inch thick nominal
lumber designed to resist the required loading, must be provided.
The panels adjacent to the ridge may be out and bent to fit in
the field. Valleys for new construction are framed to receive No.
28 gauge corrosion -resistant metal flashing extending 8 inches in
each direction from the center line with a 3/4 inch high splash
diverter formed at the flow line. Valley flashing end laps must
be 4 inches minimum. Re -roof valleys are framed using nominal
1 inch x 4 inch counter battens secured down both sides of the
existing valley spaced 6 inches apart. The new re -roof valley
metal is to be 28 gauge, corrosion -resistant metal flashing,
extending 3 inches in each direction from the center ]inn with a
314 inch high splash i iverter formed at the flow line, and 1 inch
vertical side wait% with 1R inch retum-tabs used for securing.
Valley flashing end laps must be 4 inches minimum. The panels
are cut and bent down into the valley pan, forming either an
open or dosed valley. All full-sized panels are nailed in place on
the roof prior to cutting panels for placement at hips, ridges or
valleys.
Tiles may be installed in a running bond staggered 6-114 inches
or multiples thereof or a stack hand. Gerard shake panels
interlock only by staggering each course by one-half of a panel.
This stagger provides the random patterned appearance of
natural wood shake. The Gerard shake panel cannot be laid
straight or randomly staggered. Both types of panels are
fastened to battens with five 6d galvanized common nails or
equivalent. Nails are positioned at the deepest "V" nearest the
batten for tile, and at the raised shake impressions for shake
panels. They must be directed up the roof slope. Wood ridges
and hips must have a minimum 2 inch nominal thickness and
project approximately 4 inches minimum above the rafters or
existing roof surface. Gable rakes require gable cap pieces, rake
or barge molds, or individual trim caps with the exposed surface
treated in tike same fashion as regular panels. The panels are
fastened to the side of ridges and hips after mitering, cutting and
bending, and are then capped with the appropriate trim, finished
as the regular panels. Opening.% in the roof are flashed with No.
26 gauge corrosion -resistant metal flashings formed into place to
match the panels general shape.
Care must be taken while nailing the the to avoid striking the
surface. Roof openings for vents or other protrusions are
weatherproofed as described previously and framed with
additional blocking and framing as necessary.
The manufacturer's published installation instructions shall be
strictly adhered to and a copy of these instructions shall be
available upon request.
R. Roof Covering Fire Classification Assemblies
1. pass A Roof Covering
a. New Roof Construction - limited to 15/32 inch minimum
plywood decks covered with 1/2 inch thick minimum UL
PAGE 2 OF S
dasatfled WR -C gypsum board mechanically fastened to the
roof deck. One layer of type 15 -pound felt over the
gypsum board, is optional, followed by nominal 2 inch x 2
Inch batten strips mechanically fastened to the deck with
16d common nails or equivalent power driven nails, with
the GerardRands nailed to the batten strips using ave 6d
galvanized or equivalent power driven nails.
b. Non Combustible Roof peck - Steel battens used over a
metal, concrete or poured gypsum roof deck, where the
Gerard panels arc used as the structural decking element
as well u the roof covering system (without additional
conventional Of other forms of roof coverings), are
considered a Class A fire retardant roof covering.
C. Re -roof Class A - Gerard panels applied over existing Class
A fiberglass shingles. Nominal 1 inch x 4 inch counter -
batten lumber spaced 24 inches maximum, and secured
with nails penetrating a minimum of 1 inch into or through
the roof Sheathing or framing lumber. Nail spacing is at 12
Inches o.c, battens consisting of nominal 2 inch x 2 inch
lumber, are nailed to the counterbattens with i6d common
nails at each batten intersection. Gerard panels arc, nailed
to the batten strips with five 6d galvanaed common nails
Or equivalent power driven nails per panel.
d. Re -roofing Class A - Gerard panels applied over existing
Class B or C asphalt, or organic fiber shingles. limited to
112 inch thick minimum UL classified WR -C gypsum board
nailed to the 1 inch x 4 inch nominal erwnterbatlens with
4 penny dry wall nails or equivalent, with the joints butted
tightty and applied over the existing roof material. Nominal
2 inch x 2 inch battens are nailed to the counterbattetss
with 16d common nails at each batten intersection. Gerard
panels are nailed as previously described (Section IV.B.).c)
2. pass B Roof Covering FIM, REPORT
a. New Roof Construction - Over Open or Solid Sheathing.
Solid sheathing to be 1/2 inch minimum exterior grade
plywood decks. One layer of Type 30 organic fiber felt,
followed by nominal 2 inches x 2 inches fir batten strips
mechanically fastened to the deck with the panels nailed to
the batten strips as described in Section IV.B.1.c.
b. Re -Roofing - Over Existing Cedar Shakes, Shingles,
Organic or Fiberglass Shingles with solid or spaced
sheathing substrates. One layer of Owens-Corning Type
G2 72 pound fiberglass cap sheet surfaced with mineral
granules or equivalent, fastened in place over existing
roofing material with T-50 Staples, 1R inch leg length or
equivalent. The balance of the installation is as described
in Section IV.B.I.e.
3. pass C Roof Coverin
Re -roofing - Over Existing Cedar Shakes, Shingles, Organic or
Fiberglass Shingles with solid or spaced sheathing substrates.
Installation is as described in Section W.B.l.c.
V. IDENTIFICATION
A label with the manufacturer's name, address, product name
and NER report number shall be affixed to each pallet or
bundle for field identification.
U (. UD. 7U
. PAGE 3OF5
11. G D P IVI
VL 1LRR'IDENCE SUBMITTED
�1.
2.
3.
4.
5.
6,
7.
41unmftmu 1 LLC, DACti
Manufacturer's descriptive literature and installation manual
dated 8/1/89.
Tut report on Class A Fire Resistance in accordance with
ASTM E108 (UI. 790), prepared by Underwriters
L.aboratorica, Inc., File R12596187NK4698, dated June 24,
1987, signed by lama M. O'Shea and R. L Donahue
011inols, USA).
Test report on Class B Fire Assistance In accordance with
ASTM E108 (UL 790), prepared by United States Testing
Company, Inc., Report No. LA 21074, dated June 30,
1982, Signed by Michael S. Elliott and Patrick V. McCullen
(California, USA).
Test report on Class B Fire Resistance over existing roofs
in accordance with ASTM E108 (UL 790), prepared by
United States Testing Company, Inc, Report No. LA
21992 (Addendum to IA 21357), dated November 30,
1982, signed by Michael S. Elliott and Patrick V. McCullen
(California, USA).
Test report On Class C Fire Resistance in accordance with
ASTM E108 (UL 790), prepared by United States Testing
Company, Inc., Report No. LA 40731, dated March 27,
1984, signed by Michael S. Elliott and Patrick V. McCVllen
(California, USA).
Test report on Static Pressure Uplift, prepared by
Construction Research Laboratory, Inc., CRL Test No.
4170, dated September 26, 1984, signed by A. A.
Sakhnovsky (Florida, USA).
Engineering calculations for wind design, prepared by
Johnson Engineering, dated 10$87, signed and seated by
Gary D. Johnson, P. E. (California, USA).
BRANZ MTR 836 5,000 Hour Accelerated Weathering
Test. Copy of BRANZ test MTR 836 certified and signed
by J. R. Duncan, Head of Building Science Group
(Wellington, New Zealand).
BRANZ Appraisal #128 1985.
Test report, Assessment of Resistance of Roof Coverings
to Impact of Hailstones, prepared by Commonwealth
Scientific and Industrial Research Organization, Report No.
CS1RO, DBR, August 1978, signed by K J. Martin,
Officer Conducting Test and F. A. Blakey, Chief of
Division (Australia).
Test report Simulated Wind and Snow Load Tests,
prepared by Department of Scientific and Industrial
Research, Auckland Industrial Development Division
(A.I.D.D.), Reference 81/97), dated June 6, 1979, signed
by J. Phillips (New Zealand).
Test report on Cyclic Ioading, prepared by Cyclone Testing
Station, Report No. 7S 125, dated 23rd July, 1980, signed
by Professor K P. Stark (Australia).
Test report on Ultra Violet Testing, prepared by Wakefield
Laboratories, Limited, Report No. 9870, dated 18.8.83
(New Zealand).
!NtiL
REPORT NO. NER4b3
14, Test Report on Test Record No. 1, Claes "B" Fire
Resistance aver Class "C organic felt shingks, and Gass
'A" Fire Resistance Test over Class "A" Fiberglass Shingles,
Test Record #2, Penetration Tut 200 Ib. bad with 3 Inch
diameter steel plate. Tut Retard #3, Weatherometer
Test, 2,000 Hr. Ceirbon•Are performed by Underwriters
Laboratories Inc„ Fde #R 12596, Project 88NK17073, dated
February 24, 1989, signed by Kenneth D. Rhoda,
Engineering Group Leader, Fire Protection Dept., and
Wayne A. Kleinfelder, Associate Managing Engineer, Fire
Protection Department.
15. Underwriters Laboratories Inc, written reply/oplalon on
modifications to existing Gerard tile and introduction or
Gerard shake. Letter dated February 7, 1989, signed by
Kenneth D. Rhodes, Engineering Group Leader, Fre
Protection Dept., and William G. Marshall, Senior
Engineering Assistant, Fire Protection Department.
VII. CONDITIONS OF USFJ INSL PREPORT
The National F.valuetion Service Committee finds that Gerard
Roofing Technologies, Inc.'s Gerard Stone/Stccl Roofing panels
as described in this report, comply with the requirements in the
1987 BOCA National Building Code and 1989 Accumulative
Supplement, the 1988 Standard Building Code and 1989
Revisions, and the 1988 Uniform Building Code subject to the
following conditions:
I. The tiles are manufactured, identified, and installed in
accordance with this report and the manufacturer's
instructions.
2. Gerard Stone/Steel Roofing Panels shall not be installed at
a pitch of less than 3 inches in 12 inches (approximately 12
degrees).
3. The panels shall not be used in areas where the factored
wind load uplift pressure exceeds 56 pounds per square
foot. In jurisdictions utilizing the Uniform Building Code,
the panels shall not be installed in areas subject to a basic
wind speed of 80 mph,; Exposure C with roof heights not
exceeding 40 feet.
4. In jurisdictions utilizing the Uniform Building lode, Gerard
Panels are Class A fire retardant roof coverings as
described in the 1988 UBC, Section 3204(a)4, when applied
over new construction, or when the existing roof covering
is removed down to the spaced or solid sheathing.
Installation is as defined in Sections IIIA through IV,A
This report is subject to m -examination In I year.
REPORT NO. NER423
,ate GERARD TILE
r
SHAKE CAP
151/2
Five Nailing
Per Par
FINAL REPORT.
MISSION TRIM
Y•u'
MISSION OR SHAKE TRIM
Ridge & Hip Batten Build -Up
ruya>wunuruo
t'i1 ...•avow �} ve........wfw/w./r®�,-1
PAGE 4 OF S
GERARD SHAKE
l
SHAKE RAKE
SHAKE RAKE
j�:� Right
&W F TNM FMMete
wOi•aW eYPPPy. MI•lY...l+•�•
RE -ROOF VALLEY • SHAKE -SHINGLE FASCIA BATTENING
6" Wide With �'r BUILD-UP
I 3/e" Center )
Diverter Build -Up May Vary
Due to Existing
Roof Thickness
Cut Back
at the
wuev
Fascia
• - - - (Not to Scale).
FIGURE NO. 1
U'(. U5. Y 1 1 : Z5 AM *CihXAKU 1 11.0 Dl%rm
PAGE S OF S
u
CHIMNEY
FLASHING
REPORT NO. NERA23
VENT JACK/PIPE FLASHING
DETAILS
"Sandwich" Method
Shown W/Tlle.
FINAL REPORT.
Gerard Panel
Turned Up Against Chimney
TRIM APPLICATION
MISSION/SHAKE
FIGURE NO. 2
(Not to State)
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PA1n 144.75
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COSTA MESA BUILDING -SAFETY DEPARTMENT
P.O. BOX 1200 COSTA MESA, CALIFORNIA 92626
E
0
APPLICATION FOR BUILDING PERMIT
For Applicant to Fill in Completely
REC)VE BV
/
TER CEIVED
a
DAJR
t— 3_B_
BUILDING
ADDRESS 862 Park en Ci CPEOWNER
A.P. NO.
MAIL_
66TELTRACT
ADOREs1862 Parkglen CirADDRESS
673-13
Ort—B NOCONSTRUCTION
7043
LOT 51CITYNe
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DATE
residence,
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APPROVED
APPROVED WLD:pd
DATE 3-24-71
I hereby acknowledge that I have read this application and state
that the above information is correct and agree to comply with
all laws regulating building construction, and I shall not employ
any person in violation of the workman's compensation laws of
the State of California.
I hereby certify that I am properly licensed as a contractor under
SQ. FT. 4.1
THE AMOUNT SF6&N UNDER VALUATION IS FOR
the State of California Business and Professions Code, Division 3,
Chapter 9, and that such licenses are in full force and effect, or I
THE PURPOSE OF ESTABLISHING A PERMIT FEE ONLY:
am exempt from the provisions of the State o lHernia Business
VALUATION
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I hereby acknowledge that I have read this application and state
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any parson in violation of the workman's compensation laws of
the State of California.
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I hereby certify that I am properly licensed as a contractor under
THE AMOUNT SHOUNDER VALUATION IS FOR
the State of California Business and Professions Code, Divisicn 3,
Chapter 9, and that such licenses are in full force and effect, or I
THE PURPOSE OF ESTABLISHING A PERMITFEE ONLY:
am exempt from Vie provisions of the State of California Business
VALUATION
and Profess io Division 3, Chapter 9.
PERMIT FEE $
PLAN CHECK $
Signature o/
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