HomeMy WebLinkAboutXR2024-0004 - Alternative Material & Methods (3)XWXI-i - Dotes
o�P°R CITY OF NEWPORT BEACH
D BY
COMMUNITY DEVELOPMENT DEPARTMENT pE MMUNi
Him VELOPMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
viv✓w.newoortbeachca.00v 1 (949) 644-3200 MAY 14 2024
CASE II
❑ REQUEST FOR MODIFICATION TO PROVISIONS
OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE)
OF THE NEW PORT BEACH MUNICIPAL CODE
(See Reverse for Basis for Approval) (Fee $276)
REQUEST FOR ALTERNATE MATERIAL 3OGJ
OR METHOD OF CONSTRUCTION w
(See Reverse for Basis for Approval) (Fee 6)
❑ REQUEST FOR EXEMPTION FROM DISABLED
ACCESS DUE TO PHYSICAL OR LEGAL
CONSTRAINT (Fee $1,535)
(Ratification by the Board of Appeals will be required.)
For above requests, complete Sections 1, 2 1113
below by printing in ink or typing.
JOB ADDRESS:
SITE ADDRESS: 1309 Dolphin Terrace
Owner Mark & Kathleen Santora
Address 1309 Dolphin Terrace
Corona Del Mar, CA Zip 92625
Daytime Phone ( )
•
FOR STAFF USE ONLY
Plan Check If Pcaoar5-3Da7 #of Stones 1ten5ewENT
Occupancy Classification 7-15
Use of Building SFK # of Units I
Project Status ii
Construction Type
Verified by DR No. of Items I
Fee due 010
DISTRIBUTION:
❑ Owner Plan Check KN
Petitioner Inspector
Fire ❑ Other
Ja IYID1 IgrLb]0"N- -91
Petitioner Roy Reed (Engineer)
(Petitioner to be architect or engineer)
Address 7727 Caminito Liliana
San Diego, CA zip 92129
Daytime Phone (760 ) 586-8121
CITY OF
PORT BEACH
2 REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached.
Ostend of shoring in compliance with 3" concrete cover per CBC 1818.2 & ACI 318 Table 108.8.2, protection of steel from
LLPLISTIFICATIONIFINDINGS OF EQUIVALENCY: CODE SECTIONS:
Carboline epoxy paint is to provide equivalent ground exposure corrosion CBC 1818.2 & ACI 318 Table 108.8.2
protection, as outlined in the attached product data sheets. This product has
been approved & utilized as a corrosion substitute in Newport on all projects completed by Shoring Design Group.
Petitioner's
Position Principle Engineer
Signature CA Professional Lic. # C80503 Date 5/6/2024
FOR STAFF USE ONLY
DEPARTMENT ACTION: In accordance with: CBC 104.11/CFC 104.9 El CBC 104.10/CFC 104.8
( lternate materials & methods) (CBC Modification)
❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached
By: Date
Request (DOES) ( OES'NOT seen any fire protection requirements.
equest (DOES) DOES NOT-) I� sen the structural integrity
The Request is [3�Granted ❑ Denied (See reverse for
❑ Granted (Ratification required) appeal information)
Conditions of Approval:
Signa PositGVIEF Ply! D'S1G OFFICIAL Date e) -7 Zoe}
Print Name 1 H44
APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse)
(Signature. statement of owner or applicant, statement of reasons for appeal and fi'ng fees are required.)
Formstmod'rf tt/ov2ots CASHIER RECEIPT NUMBER: ��- — (c� SZ �L
Guidelines for Approval of Alternate Materials. Design and Methods of Construction
Basis For Approval
For the Chief Building Official and Fire Code Official or their designated agent to approve a request for modification
or a request for alternate material or method of construction, he/she must determine that special, individual reasons
exist that make compliance with the strict letter of the Code impractical and that equivalency is provided. The
resulting condition must be in conformance with the spirit and purpose of the Code provisions involved and that
such modification does not lessen fire protection, structural integrity or occupant safety. The applicant must provide
sufficient information with this application to allow the above evaluation to be made.
Requirements for Submittals
The applicant design professional shall prepare a Written Report that describes the alternate proposal along with the
applicable data listed below:
• State specific code provisions for which alternative is requested and why request is being submitted.
• Describe by code section those provisions forwhich alternative is desired.
• Compare the proposed alternative versus the code requirements in terms of structural strength, suitability,
effectiveness, fire resistance, safety and health impacts affecting the building or user of the building.
• Demonstrate that the proposed alternative is compatible with balance of code requirements.
• When applicable, specify how authoritative consensus document(s) are used to substantiate proposal.
(Reference draft ICC Building Performance Code Commentary Section 1.4.2.3 for background information).
• Provide assumptions, references, and documentation of evaluation methods utilized. This includes intended
use, input data, anticipated outputs, and limitations of computer models and other analytical tools or methods.
• Specify when and where special inspection and testing are required and the standards of acceptance for
demonstrating compliance. Show how the proposed alternate, if accepted, will be identified on the job site.
• Where land use restrictions and building setbacks are required, deed restrictions may be an appropriate
method to ensure continued compliance.
• State how and where alternate proposal is incorporated within construction plans and prepare plan
amendments as necessary. The design professional has the responsibility to coordinate all construction
documents and ensure compatibility between documents.
• The report and design documents shall be dated, signed and stamped by the design professional according to
the plan submittal procedure.
• For alternate methods of design requests, the applicant shall set performance criteria for his design.
Performance criteria shall be reviewed, amended and approved by the Building or Fire Code Official prior to
start of design.
Alternative Design Review/Verification
The Chief Building Official or Fire Code Official has the responsibility to review design submittals for compliance to
the adopted codes and procedures. If the Building or Fire Code Official does not have the expertise on staff to
make a thorough and competent review, the Building or Fire Code Official shall select a consultant that possesses
the necessary qualifications to perform a third -party or peer review. Cost of peer review shall be paid by applicant
to the Building Division prior to commencing the review.
• Verify that all applicable information and justifications listed above as requirements for submittals is received and
verify that evaluation and design methods used by designer are appropriate to the alternative proposed.
• Verify products are being used in accordance with their listing conditions as required by recognized listing
agencies. If not available, require documentation and/or testing to demonstrate compliance with intent of code
and intended use.
• Evaluate performance of material and possible Flaws that could affect performance of material in its installed
state.
• The reviewer shall document that the submittal has been reviewed and accepted as meeting the alternative
materials, design and methods of construction provisions of the code. If the Building or Fire Code Official is not
satisfied that the applicant has met the conditions, the request should be denied in writing with the applicable
reason(s).
Inspection/Field Verification
The alternate proposal as approved in the construction documents must be verified by inspection, and, where
necessary, testing as follows:
• To verify that alternate materials, systems and fabricated products comply with accepted design criteria and the
manufacturers and engineer's installation procedures, inspectors should check product labeling, certification,
quality assurance processes, and testing, as applicable.
• When appropriate, an approved third party quality assurance inspection and testing service may be required for
continuous and complex inspection and testing activities. This is intended to verify that construction complies
with the code and the approved plans.
Appeal from the determination or action of the Chief Building Official or Fire Code Official or their designated agent
may be made to the Building and Fire Board of Appeals. To appeal, the applicant must provide special individual
reasons that make compliance with the strict letter of the Code impractical. Appeals or ratifications pertaining to
State Disabled Access Standards require complete evidence to substantiate that the proposed design is equivalent
to that prescribed by that standards or that due to legal or physical constraints, compliance with the standards or
providing equivalency would create an unreasonable hardship.
Appeals must be submitted on the Appeal Form available at Permit Counter accompanied by the proper fee. You
will be notified in writing of the appeal hearing's time and date.
product data
Carboguard0
iiie,
Generic Type Cycloaliphatic Amine Epoxy
General
Description Highly chemical resistant epoxy mastic coating
With exceptionally versatile uses in all industrial
Steel
markets. Self -priming and suitable for application
over most existing coatings, and tightly adherent
to rust. Serves as stand-alone systemfor a variety
of chemical environments and is also designed for
Gakranized Steel
various immersion conditions.
Features • Excellent chemical resistance
• Surface tolerant characteristics
• Conventional and low -temperature versions
Concrete or CMU
• Self -priming and primerlfnish capabilities
• Very good abrasion resistance
• VOC compliant to current AIM regulations
• Suitable for use in USDA inspected facilities
Color
Referto Carboline Color Guide. Certain colors may
require multiple coatsfor hiding. Note: The low
temperature formulation will cause most colorslo
yellow or discolor more than normal in a short period
of time.
Finish
Gloss
Primer
Self -priming.
Dry Film
4.0 - 6.0 mils (102 - 152 microns) per coat
Thickness
60-8.0 mils (150.200 microns)over lightrust and br unibm gloss over
inorganic zincs. DonY exceed 10 rrils (250 morons) in a Angle coat.
Excessive flmthiomess overinorganic zincs Trey increase darage
during shipping or emotion.
Solids Corderd
By Volume 75%+f- 2%
Theoretical
1203 if at 1.0 mils (29.5 m2A at 25 microns)
Coverage Rate
301 112 at 4.0 mils (7.4 m2fl at 100 microns)
200 ft2 at 6.0 mils (4.9 m2fl at 150 microns)
Allowfor loss in mixing and application.
VOC Value(s)
Thinner 2 13ozfgak2.30 lbsfgal (276gf1)
Thinner 2 7ozlgal=2.081bsigal (250gfp
Thinner 32 l6ozfga1=2.43lbsfgal (291 gip
Thinner 33 7ozfgak2.081bsfgal (250gf1)
As Supplied 1.91 lbsrgal (217 gfl)
•Use Thinner 070 up to 8 oz.jal for890 and 16 ozlgal for 890 LT where
nomphotochericallyreadive solvents are required.
These are nominal values and may varywilh oolor.
Dry Temp.
Continuous: 300 •F (149 -C)
Resistance
Non -Continuous: 350 •F (177 •C)
Rsrolorarion and loss of gloss oocurs above 200 F @3 C)but does not
afred performance.
Under Insulation
Continuous: 300 •F (149 •C)
Resistance
Clsmlormon and loss of gloss occurs above 209 F (93 C)but does not
affed perfortrance.
Limitations
Do not apply over latex coatings. For immersion
projects use only factory made material in special
colors. Consult Technic al Service for specifics.
Topcoats
Surfaces must be clean and dry. Remove all dirt, dust,
oil and all other contaminant.
Immersion: SSPC-SP10
Non -immersion: SSPC-SP6
1.5-3.0 mils (38-75 microns) SSPGSP2 or SP3 are
sutabfe cleaning methods for rrdd envronments.
Prime with specific Carboline primers as
recommended by your Carboline Sales
Representative. Refer to the specific primer's Product
Data Sheet for requirements.
Concrete must be cured 28 days at 75•F (24•C) and
50% relative humidity or equivalent. Prepare surfaces
in accordance with ASTM D4250 Surface Cleaning of
Concrete and ASTM D4259 Abrading Concrete. Voids
in concrete may require surfacing. M ortar joints should
be cured a min of 15 days.
Drywall & Plaster Joint compound and plaster should be fully cured prior
to coating application.
Previously Painted Lightly sand or abrade to roughen surface and degloss
Surfaces the surface. Existing paint must attain a minimum
3A rating in accordance wfth ASTM D3359 "X-Cut"
adhesion test.
PerformanceData
Test Method
System
Results
ASTM B 117 Salt Fog
Blasted Steel 2 cts. 890
No effect on plane,
rust in scribe. 1 f16'
undercutting at scribe
after 2000 hours
ASTM Bl17 Salt Fog
Blasted Steel 1
No effect on plane,
ct. 10Z 1 ct 890
no rust in scribe
and no undercutting
after 4000 hours
ASTM D 4060 Abrasion
Blasted Steel 1 ct
85 mg, loss after
Epoxy Pr. 1 ct890
1000 cycles, CS17
wheel 1000 gm. load
ASTM D1 T35 Water Fog
Blasted Steel 1 ct.
No blistering, rusting
Epoxy Pr. 1 ct. 890
or delamination
after 2800 hours
ASTM D2486
Blasted Steel l ct.890
93%gloss retained
Scrub Resistance
after 10,000 cycles wtl
liquid scrub medium
ASTM D3359 Adhesion
Blasted Steel 1 ct 890
5A
ASTM D3363
Blasted Steel 2 cts 890
Greater than 8H
Pencil Hardness
ASTM E84 Flame
2 ct 890
5 Flame 5
and Smoke
Smoke Class
Test reports and additional data available upon written request.
Mixing Power mix separately, then combine and power ma.
DO NOT MIX PARTIAL KITS.
June 2016 998E
To N e best of our Imo wled ge the Mohn ical data wntained herein is"a and accurate 0nthe date of publican on a nd is subject to dt ange without prior notice. User mA contact Ca rboline Corry any
to ua my wire dness before spe cifynng orord ering. No guarantee of accuracy is given or irp lied. We guarantee our products to conform to Carbo line quality co rme I. We assurne no responsibilRyfor
coverage, performance or injuries resubing from use. Liabilfty, if any, is limited to replacement of products. N0 OTHER WARRANTY 0R GJARNdT EE OF ANY KI NO IS MADE BY CAR B O LI NE,
EXPRESS OR IMPLIED. STATUTORY, BY OPERATION of LAW, OR OTHERWISE. INC LU 01 N G M ER C HWITAe I LRY AN O FIr N ES FOR AP ARTI CU LAR PURPOSE. Cabolin e0 and Carbogu ard0•
are regisNred trademarks of Carboline Company.
Pagel oft
Carboguard° 890
Thinning Spray: Up to 13 oz/gal (10%) wl #2
Brush: Up to 16 oz/gal (12%) w/ #33
Roller: Up to 16 oz/gal (12%) w/ #33
Thinner #33 can be used for spray in hot/windy
conditions. Use of thinners other than those supplied
or recommended by Carboline may adversely affect
product performance and void product warranty,
whether expressed or implied.
'See VOC values for thinning limits.
Ratio 1:1 Ratio (A to B)
Pot Life 3 Hours at 75°F (24°C)
Pot life ends when coating loses body and begins ro sag. Pot life times
will he less of higher temperatures
Curing Schedule
Surface
Temp.
DrytoRecoalDrytoRecoat
& Topcoat w/
other finishes
Final Cure Final Cure
General Immersion
50 °F (10 "C)
12 Hours
24 Hours
3 Days NR
60 °F (16 °C)
8 Hours
16 Hours
2 Days 10 Days
75 °F (24 °C)
4 Hours
8 Hours
1 Days 5 Days
90 °F (32 °C)
2 Hours
1 4 Hours
16 Hours 3 Days
Higher film thickness, insufficient ventilation or cooler temperatures will require longer cure times and
could result Insolvent entrapment and premature failure. Excessive humidity or condensation on the
surface during curing can interfere with the cure, can cause discoloration and may result in a surface
haze, Any haze or blush must be removed by waterwashing before recasting. During high humidity
conditions, t is recommended Nat the applkatbn be done while temperatures are Increasing.
Maximum recoatflopcoat times are SO days for epoxies and 90 days for polyurethanes at 75-F
(24°O). If the maximum recoat times have been exceeded, the surface must be aadded by sweep
blasting or sanding prior to he application of additional coats.
Listed below are general equlpmentguidellnes for be a premabon of Nis product Jab site conditions Cleanup
may require modifications to mesa guidelines to achieve the desired results
Spray Application This is a high solids coating and may require
(General) adjustments in spray techniques. Wet film thickness Safety
is easily and quickly achieved. The following spray
equipment has been found suitable and is available
from manufacturers such as Sinks, DeVilbiss and
Greco.
Conventional Pressure pot equipped with dual regulators, 3/8" Ventilation
Spray I.D. minimum material hose, .070" I.D. fluid tip and
appropriate air Cap.
Airless Spray Pump Ratio: 30:1(min,)`
GPM Output: 3.0 (min.)
Material Hose: 3/8" I.D. (min.)
Tip Size: .017"-.021 "
Output PSI: 2100-2300 Filter Size: 60 mesh
`Teflon packings are recommended and available from
the pump manufacturer.
Brush & Roller
Multiple coats may be required to obtain desired
(General)
appearance, recommended dry film thickness and
adequate hiding. Avoid excessive re -brushing or
rerolling. For best results, tie-in within 10 minutes at
75-F (24-C).
Brush
Use a medium bristle brush.
Roller
Use a short -nap synthetic roller Cover with phenolic
Core.
Condition
Material
Surface
I Ambient
1 Humidity
Minimum
50 "F (I U -C)
50 "F (10 -C)
50 "F Ito °C)
0%
Maximum
90 "F (32 "C)
125 °F (52 °C)
I 110 "F (43 - L;)l
91
This product simply requires me substrate temperature to be above me dew point. Condensation
due to substrate temperatures belowthe dew point can cause gash rusting on prepared steel and
interfere with proper adhesion to the substrate. Special application techniques may be required
above or below normal a;xplicaton conditions.
Use Thinner #2 or Acetone. In Case of spillage, absorb
and dispose of in accordance with local applicable
regulations.
Read and follow all caution statements on this product
data sheet and on the MSDS for this product. Wear
protective clothing, gloves and use protective cream
on face, hands and all exposed areas.
When used as a tank lining or in enclosed areas,
thorough air circulation must be used during and after
application until the coating is cured. User should test
and monitor exposure levels to insure all personnel
are below guidelines.
Packaging, Handling & Storage
Shelf Life Part A: 36 months at 75'F (24°C)
Part B: 15 months at 75°F (24"C)
'When kept at recommended storage contll0ons and In original
unopened containers.
Shipping Weight 2 Gallon Kit - 29 Ibs (13 kg)
(Approximate) 10 Gallon Kt- 145 Ibs (66 kg)
Storage
40°-110-F (4- 43-C)
Temperature &
0-100% Relative Humidity
Humidity
Flash Point
891 (32°C)for Part A
(Setaflash)
73°F (23°C)for Part B
Storage Store Indoors
This product Is solvent based and not affected! by excursions below
mesa published storage temperatures, down to 10'F, or a duration of no
more than 14 days Always inspect the product Floor to use to make sure
It is smooth and homogeneous when properly mixed.
•
carboluze
r'uonngv - Llrringe - Firrpmnfing
June 2016 098e
To the bear of our knowledge the technical data contained herein is true and accurate on the date of publbabon and is subjectto changewthout prior notice. User mustcontactCarboline Company
to verify correctness before specityiRg or ordering. No guarantee of accuracy a given or implied. We guarantee our protluctsto conformlo Carlaotme quality control We assume no responsibility for
coverage, performance or injuries resulirg frl use. Liability, if ady, is limited to replacement of Products. NO OTHER WARRANTY OR GUARANTEE OF ANY KIND IS MADE BY CARBOUNE,
EXPRESS OR IMPLIED, STATUTORY, BY OPERATION OF LAW, OR OTHERWISE, INCLUDING MERCHANTABILITY` AND FITNESS FOR A PARTICULAR PURPOSE. Captained!) and Carboguard@
are registered trademarks of Carboline Company_
Page 2 of 2
I
LINE
EXISTING RESIDENCE
PROPERTY LINE
4 _
5 J 9
1 \I �JcD SL sJ —
sc
EgSTING WALL
III
!I I SC
PROPOSED POOL (UNDER -- -'
SEPARATE FERVID) PROPOSED BASEMENT
IXISTNG SLOPE _
IqqS 3.00
pac BD
I LOT 5- _
"
r
so (
EXISTING RESIDENCE
PROPERTY LINE
TMBERLAGGING -77
CEEELEVATION)
WATER PRWFING^�
GRAPHIC SCALE: t' B'
FILL VOIDS BEHIND LAGGING
WITH LEAN CONCRETE
EMYY COAT ENTIRE BACK FLANGES 4" OF WEB HANG 11-.14'.
S(FIEID VERIFY)
.1.1. WALL (BY OTHERS)
—(MEERT
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SOLDIER B. PEMNAL.
OF THE PROPOSED STRUCNRE AND/OR
AS DIRECTED OF
MSDIRD.0
EPO%Y PALM SON REQUIRED FOR SRN.
HANANGINFED
ALL VOIDS WITH
MCCARNOTE:
..NSH.FlLLROD" ALSOMINIP TO
NOS SHRINK GRODi ACCORDING TO PROJECT
SPECIEIUPONS.
PARTIALLY
ENCASED SOLDIER BEAM PLAN DETAIL- SBM 1-4, 17-19
SN4
N.T.S.
REQUEST FOR ALTERNATE MATERIAL
A SMALL PORTION OF SOLDIER BEAMS AN 4, 17-19 BEAM/FLANGE SECTION
DOES NOT HAVE CONCRETE COVER BECAUSE OF THE NEED TO INSTALL
LAGGING. CORROSION PROTECTION IS PROVIDED THROUGH THE USE OF
CARBOLINE EPo%Y PAINT, AS SHOWN IN DETAIL 3/SN4.
PROPERTY LINE
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SHORING DESIGN GROUP it&iBE4
GO SHEET
nLJ CMIINRO L,LIAH4 • � 3131/JS G
3/18ROM NM1
SAN OIELO, G 92129, 9601SE68II1
PAY P.R® R.C.E. Po'i0 EI9. IlI lOZS DATE
PROPERTY LINE
TIMBER LAGGING - -
(SEE ELEVATION)
WATER PROOFING
Et DRAINAGE BOARDS LZ
(BY OTHERS)
TEMPORARY TIMBER -/
BLOCK -OUTS PLACED AT
INTERIOR FACE OF WALL FOR
SOLDIER BEAM REMOVAL.
SEE ELEVATION FOR SPACING
FILL VOIDS BEHIND LAGGING
WITH LEAN CONCRETE
- -.---------------------------------------__
C
4
BURN HOLES THROUGH SOLDIER
BEAM WEBS FOR LONGITUDINAL
REBAR (1" DIA. MAX.)
NOTE: EPDXY PAINT NOT REQUIRED FOR SB#1.
EPDXY COAT ENTIRE BACK FLANGE
Et 4" OF WEB ALONG "H" + 24".
- - j
1 5" (FIELD VERIFY)
PROPOSED SUBTERRANEAN
BUILDING WALL (BY OTHERS)
BUILDING WALL LONGITUDINAL REINFORCEMENT
(REFER TO STRUCTURAL DRAWINGS)
CUT Et REMOVE PROTRUDING WEB Et FLANGE UPON
COMPLETION OF THE PROPOSED STRUCTURE AND/OR
AS DIRECTED BY THE STRUCTURAL ENGINEER OF
RECORD. FILL ALL VOIDS WITH AN APPROVED
NON -SHRINK GROUT ACCORDING TO PROJECT
SPECIFICATIONS.
PARTIALLY ENCASED SOLDIER BEAM PLAN DETAIL - SB# 1-4) 17-19
N.T.S.
BILLING CONTACT
CHRIS BRANDON
BRANDON ARCHITECT (PRIMARY ACCOUNT)
151 Kalmus Dr, G-1
Costa Mesa, Ca 92626
Payment Date: 05/14/2024
Reference Number Fee Name
Transaction Type Payment Method
Amount Paid
LXR2024-0004 I Modification Fee - Alternate Material / Method I Fee Payment I CC EPL I $306.00 I
1309 Dolphin Ter Newport Beach, CA 92625 SUBTOTAL $306.00
TOTAL
$306.00
May 14, 2024 5:19 AM 100 Civic Center Dr, Newport Beach, CA 92660