HomeMy WebLinkAboutX2020-2790 - Alternative Material & Methods- xUZp-2I(go
WS -MI G, r
OA�EWp°qr CITY OF NEWPORT BEACH
•'rli� � O
�
l i COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION )OAMfNl,
100 Civic Center Drive I P.O. Boz 1768 ) Newport Beach, CA 92658-8915 NR
'rrF°aa�r mv.nc N-mribrachca.00v 1(949)644-3200 ®el q
CASE NO.: tyT
crt\ 017-l' OP
REQUEST FOR MODIFICATION TO PROVISIONS
OF TITLE 0 (FIRE CODE) OR TITLE 15 (BUILDING CODE)
OF THE NEWPORT BEACH MUNICIPAL CODE
(See Reverse for Basis forApp,,W) (Fee $284)
❑ REQUEST FOR ALTERNATE MATERIAL
OR METHOD OF CONSTRUCTION
(See Reverse for Basis forApprovaq (Fee $284)
For above requests, complete Sections 1, 2 b 3
below by printing in ink or typing.
A J013 ADDRESS:
SITE ADDRESS:
Owner xGV
FOR STAFF USE ONLY O$p I
PlanChedkp 2206-2020 Rorstodes 2
Occupancy Classification
R3/U
Useof Building SFR
#orunits _�-
Project status -.-PROPOSED
Construction TypeVB-SPR
Vedfled by TT
No. of Items _1
Fee due $284
DISTRIBUTION:
® Owner
E) Plan Check TT
® Petitioner
[] Inspector
❑ Fire
❑ Other
CA Professional Lim p
Daytime
Date;--3-:a--AX--
FOR
ate;3-a-AX
FOR STAFF USE ONLY
DEPARTMENT ACTION: In ecoordance with: ❑ CBC 104111CFC 104.9 ❑ CBC 104.101CFC 104.8
(Alternate materials & methods) (CBC Modification)
❑ Concurrence from Fire Code Official Is required. ❑ Approved []Disapproved O Wnnen Comments Attached
By. Data
❑ Request (DOES) (DOES NOT) lessen any fire protection requirements.
❑ Request (DOES) (DOES NOT) lessen the structural Integrity
The Request Is: Granted ❑Dented(Seereversefrrappeallnformaflon)
❑ Granted (Ratlecadon required)
Conditions of Approval:
7.
Signature PosiOan.1EBFFd6QF�/44/
Print Name
� v' -MOWN tic I IuN I u I tit uUILDING BOARO OF APPEALS (See Reverse)
(Signature, statement of owner or applicant, statement of masons for appeal and filing fees are required.)
CASHIER RECEIPT NUMBER: Ott 1-1, � 1 /� 11 ^/I) FarmiMean 01RSrI1
:'--'O'I /r—�
I
��9d r4�9E�i rf��nl� �dii6:Il
g t n p
yy 84n, 'n d �i� ii�ippin
I I I
JIM
I
p�pny�y
Sir
T
r qaa, r
LC I0 0
r g
j € a
u C)
® e Quick Residence—
t 1088 Port Bristol Circle Proposed 2nd Floor Plan
j Newport Bewh, California 82880 1 LCI
O
I,
i
I
3'i
I I I
I I I
I I I
BTG
-
�
I
I
I
bd
iS CD
I
I
t
X
b fCD
N
19 ' I
I
I
I I
O
I,
i
I
3'i
I I I
I I I
I I I
BTG
-
�
I
I
I
bd
iS CD
I
I
t
X
b fCD
N
19 ' I
I
I
N
I
II
I
I
y
II
-
1
II
i
I
i,. _�______
-----
O
I,
i
I
I
bd
iS CD
I
i
t
X
b fCD
N
yY
m
i
i
O I
i
j
i
I
1
BTG
I
_.. —•
IN
b C.1 A
d �
Q
J
�
O
1
I
i
o�
I
O
F�� _r
I H,I
• T
I I S I N
BQ1CH
I
CD
td
O
td H
y
ACO CD
S FJ Q
6f
o 1
L O O
y
b O
I
I
�
I
II
I
I
1:
II
I
I
I
•
I
I
i
I
I
Q d V
I
I
`--------II-
IMES Evaluation Report ESR -2048
Reissued March 2020
This report is subject to renewal March 2021
www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Intemational Code Council®
DIVISION: 07 00 00—THERMAL AND MOISTURE
PROTECTION
Section: 07 41 13—Metal Roof Panels
REPORT HOLDER:
CUSTOM-BILT METALS
EVALUATION SUBJECT:
CUSTOM-BILT STANDING SEAM METAL ROOF
PANELS: CB -150 AND SL -1750
1.0 EVALUATION SCOPE
1.1 Compliance with the following codes:
In 2012 and 2009 International Building Code® (IBC)
■ 2012 and 2009 International Residential Codee (IRC)
■ 2013 Abu Dhabi International Building Code (ADIBC)t
'The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced
in this report are the same sections in the ADIBC.
Properties evaluated:
Is Weather resistance
■ Fire classification
■ Wind uplift resistance
1.2 Evaluation to the following green code:
■ 2019 California Green Building Standards Code
(CALGreen), Title 24, Part 11
Attributes verified:
See Section 3.1.
2.0 USES
Custom-Bilt Standing Seam Metal Roof Panels are steel
panels complying with IBC Section 1507.4 and IRC Section
R905.10. The panels are recognized for use as Class A roof
coverings when installed in accordance with this report.
3.0 DESCRIPTION
3.1 Roofing Panels:
Custom -Bill standing seam roof panels are fabricated in
steel and are available in the CB -150 and SL -1750 profiles.
The panels are roll -formed at the jobsite to provide the
standing seams between panels. See Figures 1 and 3 for
panel profiles.
The standing seam roof panels are roll -formed from
minimum No. 24 gage [0.024 -inch -thick (0.61 mm)] cold -
formed sheet steel. The steel conforms to ASTM A792, with
an aluminum -zinc alloy coating designation of AZ50.
The panel profiles are as follows:
■ CB -150: This profile is formed to 12- or 16 -inch -wide
(305 or 406 mm) panels, with 11/2 -Inch -high (38 mm)
mechanically locking seams. See Figure 1.
■ SL -1750: This profile is formed to 14- or 18 -inch -wide
(356 or 457 mm) panels, with 13/4 -inch -high (44 mm)
snap -locking seams. See Figure 3.
The attributes of the metal roofing panels have been
verified as conforming to the provisions of CALGreen
Section A5.406.1.2 for reduced maintenance. Note that
decisions on compliance for those areas rest with the user
of this report. The user is advised of the project -specific
provisions that may be contingent upon meeting specific
conditions, and the verification of those conditions is outside
the scope of this report. These codes or standards often
provide supplemental information as guidance.
3.2 Decking:
Solid or closely fitted decking must be minimum 15/32 -inch -
thick (11.9 mm) wood structural panel or lumber sheathing,
complying with IBC Section 2304.7.2 or IRC Section R803,
as applicable.
3.3 Underlayment and Flashing:
Underlayment, when used, must comply with ASTM D226
or GAF VersaShield® Fire -Resistant Roof Deck Protection
(ESR -2053). Flashing must be in accordance with the
applicable code.
3.4 Panel Clips:
Panel clips are supplied by Custom -gilt, and are fabricated
from ASTM A653 sheet steel with a zinc coating designation
of G90, and a base -metal thickness of 0.024 inch [0.61 mm
(No. 24 gage)] for the CB -150 and 0.048 inch [1.22 mm (No.
18 gage)] for the SL -1750. See Figures 2 and 4 for panel
clips and dimensions.
3.5 Fasteners:
Fasteners for attaching the anchor clips to the sheathing
must be corrosion -resistant screws of sufficient length to
penetrate into the sheathing a minimum of 3/4 inch (19 mm)
or through the thickness of the sheathing, whichever is less.
4.0 DESIGN AND INSTALLATION
4.1 General:
Installation of the Custom -Blit Standing Seam Roof Panels
must be in accordance with this report, Section 1507.4
of the IBC or Section R905.10 of the IRC, and the
manufacturer's published installation instructions. The
manufacturer's installation instructions must be available at
the jobsite at all times during installation.
IC('-8,'Healnsa(nn Reports on, not ry be comiruedas npesenuag aestherics or any other ouributesnnt specrficullyaddressed, nor are doy lo, ho mnsrmed ",
as an endurmment of(ha sah/acr o/rhe npnn oro mcnnunendalmn frit its use. 1'herc rc nn wnrmnry by fC'C Rsvhmrimr S•n•ay. LLC, express r impbeA, o. its
rn nrry• fndusg nrn(l,er mut(ervruhus repnn,oras rn anypraluci coeered by the repnrr.
Copyright ® 2020 ICC Evaluation Service, I.I.C. All fights reserved.
Page 1 of 4
J
a 20�t Widely Accepted and Trusted Page 2 of 4
The roof panels must be installed on solid or closely fitted
decking, as specified in Section 3.2. Accessories such as
gutters, drip angles, fascias, ridge caps, window or gable
trim, valley and hip flashings, etc,, are fabricated to suit each
job condition. Details must be submitted to the code official
for each installation.
4.2 Roof Panel installation:
4.2.1 CB -150: The CB -150 roof panels are installed on
roofs having a minimum slope of 2:12 (17 percent). The
roof panels are installed over underlayment, when
required by the applicable codes, and secured to the
sheathing with the panel clip shown in Figure 2. The clips
are located at each panel rib side lap spaced
6 inches (152 mm) from all ends and at a maximum of
4 feet (1.22 m) on center along the length of the rib, and
fastened with a minimum of two No. 10 by 1 -inch pan
head corrosion -resistant screws. The panel ribs are
mechanically seamed twice, each pass at 90 degrees,
resulting in a double -locking fold as shown in Figure 1.
4.2.2 SL -1750: The SL -1750 roof panels are installed on
roofs having a minimum slope of 3:12 (25 percent). The roof
panels are installed over underlayment, when required by
the applicable cedes, and secured to the sheathing with the
panel clips shown in Figure 4. The clips are located at each
panel rib side lap spaced 6 inches (152 mm) from all ends
and at a maximum of 3 feet (914 mm) on center along the
length of the rib, and fastened with a minimum of two No. 10
by 1 -inch pan head corrosion -resistant screws. After
installation of fasteners along one side, each panel is lapped
over the preceding panel and snap -locked into place.
4.3 Fire Classification:
The roof covering system described in Table 1, when
installed in accordance with this report, is a Class A roof
covering in accordance with ASTM E108 (UL 790).
4.4 Wind Uplift Resistance:
The systems described in Section 3.0 and installed in
accordance with Sections 4.1 and 4.2 have an allowable
wind uplift resistance of 45 pounds per square foot
(2.15 kPa).
5.0 CONDITIONS OF USE
The standing seam metal roof panels 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 panels are manufactured, identified and installed
in accordance with this report, the applicable
code, and the manufacturer's published installation
Instructions. In the event of a conflict between this
report and the manufacturer's published installation
instructions, this report governs.
5.2 The required design wind loads must be determined for
each project. Wind uplift pressure on any roof
area must not exceed 45 pounds per square foot
(2.15 kPa).
5.3 The Custom-Bilt Standing Seam Roof Panels are
manufactured in McClellan, California, under a quality
control program with inspections by ICC -ES.
6.0 EVIDENCE SUBMITTED
Data in accordance with the ICC -ES Acceptance Criteria for
Metal Roof Coverings (AC166), dated October 2012.
7.0 IDENTIFICATION
7.1 Pallets of the standing seam metal roof panel are
identified with a label bearing the product name, the
material type and gage, the Custom-Bilt Metals name
and address, and the evaluation report number
(ESR -2048).
7.2 The report holder's contact information is the following
CUSTOM-BILT METALS
1333 CORPORATE DRIVE, SUITE 103
IRVING, TEXAS 75038
(888)875.8484
www.custombiltmetals.com
TABLE 1—ROOF CLASSIFICATION
SYSTEM
MAXIMUM SLOPE
(Inchlfoot)
DECK'
UNDERLAYMENT
METALPANEL
ROOF CLASS
One Layer of Type II
(No. 30)
Minimum Is/12 "
Underlayment and
1
Unlimited
Plywood
Two Layers of GAF
CB -150 or SL -1750
A
VersaShield® Fire -
Resistant Roof Deck
Protection
' See Section 3.2.
7• `
—1 16
c I L
I BElOPE SFAMwO 91rA:EAO'.0 OCNDPHO[➢
IIL� (Ifbl Poft$0M1'iQ) I�Ilp usi -FO�q1
'IN51 pNOiR£ yEWNO PNOFI:E
f\
FIGURE 1—CB-150 PANEL
=or SI'Iir t=25<mm
i
h e�
249. G-WGJW MJW�-I
t �.I
FIGURE 2—CB-150 ANCHOR CLIP
Por SI I inch =='5: mm
18 gauge Galy.
17.
I -W 1112'
4
FIGURE 3—SL-1750 PANEL
ror 51 1 inch =;;A mm
31
� 2
✓tel � �
\ .x%
1!4"dia. hole
Embossed Rib
FIGURE 4—SL-1750 ANCHOR CLIP
For St 1"0.:c_ ,,
ICC -ES Evaluation Report ESR -2048 CBC and CRC Supplement
Reissued March 2020
This report is subject to renewal March 2021.
www.icc-es.org 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 41 13—Metal Roof Panels
REPORT HOLDER:
CUSTOM -GILT METALS
EVALUATION SUBJECT:
CUSTOM -SILT STANDING SEAM METAL ROOF PANELS: CB -150 AND SL -1750
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that Custom-Bilt Standing Seam Metal Roof Panels,
recognized in ICC -ES evaluation report ESR -2048, have also been evaluated for compliance with the codes noted below.
Applicable code editions:
■ 2010 California Building Code (CBC)
■ 2010 California Residential Code (CRC)
2.0 CONCLUSIONS
2.1 CBC:
The Custom-Bilt Standing Seam Metal Roof Panels described in the evaluation report ESR -2048 may be used where a
Class A roof covering complying with CBC Section 1505.1.1, a Class B roof covering complying with CBC Section 1505.1.2,
or a Class C roof covering complying with CBC Section 1505.1.3 is required, provided installation is in accordance with the
evaluation report.
The roofing panels may be used in the construction of new buildings located in a Fire Hazard Zone within a State
Responsibility Area or any Wildland-Urban Interface Fire Area, provided installation is in accordance with the evaluation
report and the additional requirements of Sections 701A.3 and 705A of the CBC.
2.2 CRC:
The Custom -gilt Standing Seam Metal Roof Panels described in the evaluation report ESR -2048 may be used where a
Class A roof cover complying with CRC Section R902.1.1, a Class B roof covering complying with CRC Section R902.1.2, or
a Class C roof covering complying with CRC Section R902.1.3 is required, provided installation is in accordance with the
evaluation report and the additional requirements of Section R905.4 of the CRC.
The roofing panels may be used in the construction of new buildings located in any Wildland–Urban Interface Fire Area,
provided installation is in accordance with the evaluation report and the additional requirements of Sections R327.1.3.1 and
R327.5 of the CRC.
The products recognized in this supplement have not been evaluated for compliance with the International Wildland–Urban
Interface Codes.
This supplement expires concurrently with the evaluation report, reissued March 2020.
1CC-ES livaluanan Repcns are vot to be cenelmed as reprerenling aesfhelia orarry odmr minhutes not.epec fcally aldreord, nnrarr they to be mnstmed
ar an endorsement ofdre subject ofthe report ora recummendation for as use. 7'Irem is 110 wareanty by 1CC'Evalua ion &^-,ce, LLC, express w impiird as i s
m any finding w oshermmter in this mpon, or asvo any prudncl covered by the repan. !�o
Copyright 0 2020 ICC Evaluation Service, LLC. All rights reserved. Page 4 of 4
� 7/101A - ?Ilgo
5/8" TYPE "X" GYP. BOARD
WMI13f��Ir=71[���
CLASS "A" ROOF A55EMBLY
per Keynote #1
2X FASCIA OVER
2X BLOCKING
3/4" WOOD 5OFFIT OVER
5/8" TYPE "X" EXTERIOR
SHEATHING OVER 2X 5OFFIT
FRAMING 0 16" O.G.
WOOD SIDING OVER
5/8" TYPE "X" EXTERIOR 5HEATHING
OVER 1/2" PLYWOOD 5HEA7HING
1 HOUR. SAVE (PER NEWFORT BEACH TYP. DETAIL5) NO 5CALE
QUGIK 01
I Section C -C 1/4" - 11 -al I Section A -A 1/4' = r -W
I HOUR EAVE*�Awm.muLw X0 1
meRm
Section B -B
1/4' = V -0 -
0
0
U Co^Wq
`4
W N
qCj U
^' o
W r)
PA
0 C
0)
00
CY
Im
Keynotes
a
R6W IEhEOLY:
91A�i.'4 SGY Siffl RRR]C,M5F NAK
C V EG A K6Nd.Y. M 6A NM IC0.Nb1
�8]AX6 PA2¢ pEi ] UY94 CP
vH+S58➢iASRE6iAVf
YG(F �X PµW-IFdYM P'tt
WFlPS PA SIPWMIL dG9
W1NF-]I R5MNM.VNO.
�]
P1dCM1WNLMY�RLY:
{POR XRNMAL �AY.6OaHt
(1 UY9ia XCVE1WP WP
PATH •JGMWr OrEf
]NGFSIVT 016'OL.VND
rvMal6vaumx
w�av�"wstu'Mnu
ws�rms�. Isis
ui�sxolmamr�
O
• AbfMBLY:
^R��w°Pa6,�6�R.LR�6
o
.R�F.Io6R �LY:
PIttR.GBR Rf S1R W M2M. RCS
pIM0.�I�4IATYAI
WINL6'6YFYM NMOLI�AM
ranweR i+nlova
2.rrw oa
�� Rss
Rin I�eaLA'iax�rum e wkvvc
YIPRHUM
cRn6Axa�eLr
f211N6 YMM Rl911WMW. RYY
YTI0.�ICUAMH
Y11N9/6'6YPYI6]Ild)YP�U'FAM
❑B
Y�flSM�Ai�"
ARRFBB1BCfiR
9SLIRIEAI. PIMSA'm IISMIM�i O1MH(
MW WII(AISPEIP®TfIA£
ICA AHY I9YUKA4 Rl�Y W 1 CR 5111LIR
M9IKAMGNIX6NAlPW.
o
KAWS91Mb1H
GK6 A KE@�&.Y
9A 9AdXGPA2L OrHt
vw'a 6EAMM6 as
vureulasmwlLrwvmS
rml Fal nEalAxx,uxa.
0
0
U Co^Wq
`4
W N
qCj U
^' o
W r)
PA
0 C
0)
00
CY
Im