HomeMy WebLinkAboutX2021-2631 - Alternative Material & Methods0-ox
�aE`wpoRr CITY OF NEWPORT BEACH
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COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
d" vP 100 Civic Center Drive I.P.O. Box 1768 1 Newport Beach, CA 92658-8916)
og4coaN www.newoortbeachca.clov 1 (949) 644-3200 q
aL 3 CASE NO.: o
C71 �r;c 'cJ
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FOR STAFF USE ONL '?P ;Zr-VA
❑ REQUEST FOR MODIFICATION TO PROVISIONS
OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE)
plan Check # 1215— 7i # of Stories Z
OF THE NEWPORT BEACH MUNICIPAL CODE
Occupancy Classification ��3 J ul
(See Reverse for Basis for Approval) (Fee $291)
Use of Building # of Units
ProjectStatus E
0 REQUEST FOR ALTERNATE MATERIAL
Construction Type —Sri?
tl�--
OR METHOD OF CONSTRUCTION
Verified by
(See Reverse for Basis for Approval) (Fee $291)
No, of Items.
Fee due
For above requests, complete Sections 1, 2 & 3
DISTRIBUTION:
Owner Plan Check
below by printing In ink or typing.
etilionefLj Inspector
_
❑ Fire ❑ Other
1 JOB ADDRESS:
PETITIONER:
SITE ADDRESS: 1 Shoreridge
Petitioner Brian Wood c/o CJ Light Assoc.
Owner Rob&Arai Douk
(neggonertu be archheetcr engineer)
Address 1 Shoreridge
Address 1401. Quail St., #120
Newport. Beach, CA Zip 92657
Newport Coast, CA Zip 92657
Daytime Phone (714 ) 803-9533
Daytime Phone ( )
Email: brianQcilight.net
Z
REQUEST: Submit laps if necessa to illustrate re uest. Additional sheets or data may be attached.
o provi e a ternative means or protection of building, occupants and first responders between emergency escape and
rescue openin s sewing bedroom Sekai room 203, on the second floor and the edcles of the roof respectively.
The building code requires that these openings o en directly toe yard that is unobstructed from the ground to the sky.
3 USTIFICATION/FINDINGS OF EQUIVALENCY:
CODE SECTIONS:
2019 CRC R310
Because the emergency escape and rescue openings described in the request open directly onto a roof structure instead of the
round fire resistance rated construction is proposed for the structures to provideequivalent protection, see attachment.
Position Project Manager
Petitioner's ', /
g4zQ` Z L(/99d
Signature CA Professional Lic. # 22334 Date: 10-15-21
FOR STAFF USE ONLY:
DEPARTMENT ACTION: In accordance with: ❑ CBC 104.11/CFC 104.9 ❑ CBC 104.10/CFC 104.8
(Alternate materials & methods) (CBC Modification)
❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached
BY Date
❑ Request (DOES) (DOES NOT) lessen any fire protection requirements.
❑ Request (DOES) (DOES NOT) lessen the structural integrity
The Request Is: IgGranted ❑ Denied (See reverse for appeal information)
❑ Granted (Ratification required)
Conditions of Approval:
Signature Position �,h1 nl nnuC OFFI6SAL l�% G
Print Name
APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse)
(Signature, statement of owner or applicant,, statt eenof�reas ryfior @ppeel and filing fees are required.)
CASHIER RECEIPT NUMBER: (,�J~/ryyv 11 C// � FormsModif 07/01/21
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DIVISION: 07 00 00-THERMAL AND MOISTURE PROTECTION
SECTION: 07 32 13—CLAY ROOF TILES
REPORT HOLDER:
BORAL ROOFING LLC
7575 IRVINE CENTER DRIVE, SUITE 100
IRVINE, CALIFORNIA 92618
EVALUATION SUBJECT:
ONE-PIECE "S." TAPERED TWO-PIECE MISSION, MONARCH TWO-PIECE MISSION,
ROMANO@ PAN, CLAYLITE®, AND CLAYMAX® CLAY ROOF TILES
ICC [cc IC�� ¢ ICC
C �PIVIG LISTED
Look for the trusted marks of Conformityl
2014 Recipient of Prestigious Western States Seismic Policy Council
(WSSPQ Award in Excellence"
Mi
n
A Subsidiary of cooico n ie
11A
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a
recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
to anyfinding or other matter in this report, or as to any product covered by the report.
Copyright ° 2017 ICC Evaluation Service, LLC. All rights reserved.
ESR-1017 1 Most Widely Accepted and Trusted Page 2 of 4
oriented strand board or 15/32-inch (11.9 mm) wood
structural panels. Nails must be minimum No. 11 gage
[0.1196 inch (3.03 mm)] and have minimum 7/16-inch-
diameter (11.1 mm) heads.
4.2 Adhesively Attached Systems:
The clay roof tiles may be installed with roof tile adhesives
that are recognized in a current ICC-ES evaluation report
for use in clay roofing tile applications. Installation of tiles
using these adhesive set systems must be in accordance
with the adhesive manufacturer's ICC-ES evaluation
report.
4.3 Roof Slope Limitation:
The roof tiles must be installed on a minimum roof slope of
2'/2:12 (20.83 percent).
4.4. Roofing Classification:
4.4.1 The fire classifications areas noted in Table 2.
4.4.2 Adhesively Attached Systems: When roof tiles
are installed with a roof tile adhesive, installation must be
in accordance with ESR-1709.
4.5 Wind Resistance:
4.5.1 General: When installation is on roof slopes greater
than 21:12 (175 percent), the noses of all tiles must be
securely fastened.
4.5.2 Claylite and ClayMax: See Section 4.1.1 and.
Table 3 for one -fastener installation of the Claylite tiles and
Section 4.1.2 and Table 4 for one -fastener installation of
the ClayMax tiles.
4.5.3 High Wind Applications (2009 IBC and 2009 IRC
Only): With the exception of the Claylite and ClayMax tiles,
for applications beyond the prescriptive parameters of
IBC Section 1507.3.7 and IRC Section R905.3.7, the
fastening systems must be determined to withstand the
aerodynamic uplift moment in accordance with the Design
Considerations for High Wind Applications in Appendix B.
of the TRI/WSRCA installation manual, dated March 2010.
The generic required aerodynamic uplift moment,
determined in accordance with Tables 5A through 6D of
the TRI/WSRCA installation manual, must be multiplied by
the tile factor ratio in Table 1A to obtain the required
aerodynamic uplift moment for the specific roof tile being
installed. The allowable aerodynamic uplift moment for the
roof tile fastening system selected from Table 7A of the
TRIANSRCA installationmanual, must be equal to or
greater than the required aerodynamic uplift moment for
the specific roof tile being installed.
Note: The above determination is not applicable for high
wind applications of the Claylite and ClayMax tiles.
4.6 Reroofing Applications:
The tiles may be installed over existing roofs, provided the
requirements of 2015 IBC Section 1511, 2012 and 2009
IBC Section 1510 and 2015 IRC Section R908. 2012 and
2009 IRC Section R907, as applicable, are met. The roof
classification is as noted in Table 2.
5.0 CONDITIONS OF USE
The clay roof tiles described in this report comply with, or
are suitable alternatives to what is specified in, those
codes listed in Section 1.0 of this report, subject to the
following conditions:
5.1 The roof tiles are manufactured, identified and
installed in accordance with this report, the
TRI/WSRCA installation manual, dated March 2010
and the applicable code. If there is a conflict between
this report and the installation manual, this report
governs.
5.2 The roof sheathing and roof framing system must be
designed for the appropriate loads determined in
accordance with the applicable code, subject to the
approval of the code official.
5.3 The roof tiles are produced in Corona, California,
under a quality -control program with inspections by
[CC -ES.
6.0 EVIDENCE SUBMITTED
Data in accordance with ICC-ES Acceptance Criteria for
Clay and Concrete Roof Tiles (AC180), dated February
2012 (editorially revised April 2015).
7.0 IDENTIFICATION
The name "U.S.T. Boral or Boral Roofing LLC are
embossed on the underside of each tile near the nail hole.
Additionally, a tag must be attached to each shipping pallet
that bears the report holder's name (United States Tile
Company or Boral Roofing LLC) and address, the product
name, the evaluation report number (ESR-1017) and. the
installed weight.
TABLE 1-TILE DIMENSIONS, WEIGHTS AND MANUFACTURING FACILITIES
TILE DESIGNATION
GRADE
INSTALLED
DRY WEIGHT
(psi)
DIMENSIONS
.(inches)
MINIMUM
HEAD LAP
(inches)
CENTER -TO -
CENTER
SPACING
(inches)
LENGTH
BUTT
WIDTH
SMALL
WIDTH
One -Piece "S" Tile
1
8
18
13
13
3
11
Tapered 2-Piece Mission Tile
1
9.6
18
8.5
7
3
11
Monarch 2-Piece Mission Tile
3
10.7
18
6.75
5.25
3
9
Romano Pan
1
9.9
18
11
11
3
13
Claylite
1.
5.9
18
13
13
3
11
ClayMax
1 1
1 5.8
18
13
13
3
11
For 81: 1 inch = 25.4 mm; 1 psf = 47.88 Pa.
ESR-1017 I Most Widely Accepted and Trusted Page 4 of 4
HEAD
END 7•���—y TOP PAN
HEAD
END
BUTT
e'l= END
TAPERED TWO-PIECE MISSION ROOF TILE
HEAD
END
\ `r�i"L'I/✓ 13-BuTr
END
ONE-PIECE "S" AND CLAYLITE® ROOF TILE
ia-
For SI: 1 inch = 25.4 mm.
N(
ROMANO®PAN
CLAYMW ROOF TILE
TOP
r
s
r` BuTT
END
MONARCH TWO-PIECE MISSION ROOF TILE
FIGURE 1—TILE PROFILES
PAN
IMES Evaluation Report ESR-1017 FBC Supplement
Reissued January 2017
This report is subject to renewal December 2017.
wwwAcc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION
Section: 07 3213—Clay Roof Tiles
REPORT HOLDER:
BORAL ROOFING LLC
7575 IRVINE CENTER DRIVE, SUITE 100
IRVINE, CALIFORNIA 92618
(949) 766-1605
www.boraina.com
EVALUATION SUBJECT
ONE-PIECE "S," TAPERED TWO-PIECE MISSION, MONARCH TWO-PIECE MISSION, ROMANO" PAN, CLAYLITE®,
AND CLAYMAe CLAY ROOF TILES
1.0 EVALUATION SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that the Boral Roofing clay roof tiles, recognized in ICC-ES
master report ESR-1017, have also been evaluated for compliance with the codes noted below.
Applicable code editions:
is 2010 Florida Building Code —Building
■ 2010 Florida Building Code —Residential
2.0 CONCLUSIONS
The clay roof tiles, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1017, comply with the 2010
Florida Building Code —Building and the 2010 Florida Building Code —Residential, provided the design and installation are in
accordance with the International Building Code® (IBC) provisions noted in the master report, with this additional condition:
The roof tiles must be installed in accordance with Section 1609 of the 2010 Florida Building Code —Building or with
FRSA/TRI 07320, where the nominal design wind speed, Valid, is determined in accordance with Section 1609.3 of the 2010
_ Florida Building Code —Building.
Use of the clay roof tiles described in the master evaluation report for compliance with the High -Velocity Hurricane Zone
provisions of the 2010 Florida Building Code —Building and the 2010 Florida Building Code —Residential has not been
evaluated, and is outside the scope of this evaluation report.
For products falling under Florida Rule 9N-3, verification that the report holder's quality -assurance program is audited by a
quality -assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the
responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by
the Commission).
This supplement expires concurrently with the master report, reissued January 2017.
!CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other auribuies not specifically addressed, nor are they lobe construed
as an endorsement of the subject of the report or a recommendation for its use. There is no warrant, by ICC Evaluation Serrice, LLC, express or implied, as
to any finding of other manor in this report, or as to any product covered by the report.
Copyright02017 cC Evaluation Service, LLC. All rights reserved. Page 1 of 1