HomeMy WebLinkAboutXR2024-0644 - Alternative Material & Methods�EWPORT CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
u > S BUILDING DIVISION
cy �r 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
cr FORN www.newoortbeachca gov 1 (949) 644-3200
CASE NO.: 7E
RECEIVED BV
CIODEVVEL PMENT
JEC 192023
CITY OF
NEwpnrn,
-•.orHCI
❑ REQUEST FOR MODIFICATION TO PROVISIONS
OF TITLE 8 (FIRE CODE) OR TITLE 15 (BUILDING CODE)
FOR STAFF USE ONLY
Plan Check # i�2YJ^ Z of Stoles
OF THE NEWPORT BEACH MUNICIPAL CODE
(See Reverse for Basis for Approval) (Fee $276)
Occupancy Classification IU
Use Building
REQUEST FOR ALTERNATE MATERIAL
of .S /C # of Units
OR METHOD OF CONSTRUCTION #76
Project Status r� �C�'
(See Reverse for Basis for Approval) (Fee $3ZG)
Construction Type VLO
❑ REQUEST FOR EXEMPTION FROM DISABLED
Verified by A gi
—,
ACCESS DUE TO PHYSICAL OR LEGAL
No. of Items
CONSTRAINT (Fee $1,535)
Fee due
(Ratification by the Board of Appeals will be required.)
DISTRIBUTION:
❑ Owner [M Plan Check 27
For above requests, complete Sections 1, 2 & 3
® Petitioner ❑ Inspector
below by printing in ink or typing.
❑ Fire ❑ Other
YJ JOB ADDRESS:
PETITIONER ADDRESS
SITE ADDRESS: 2812 Ocean Blvd
Petitioner Roy Reed (Engineer)
Owner The Rothweiler Family Truts
(Pedtioner to be architector engineer)
Address 909 Brigham Young Dr
Address 7727 Caminito Liliana
Claremont, CA Zip 91711
San Diego, CA Zip 92129
Daytime Phone ( )
Daytime ,P�h¢one (760,) 586-8121
iG1 C � l h FS'1 VOK Vtn
2 REQUEST: Submit plans if necessary to illustrate request.
Additional sheets or data may be attache
nstead
.
of shoring in compliance with V concrete cover per ACI 318 Table 1808.8.2, protection of steel from
corrosion by exposure to earth will be provided by the attached carboline epoxy aint.
USTIFICATION/FINDINGS OF EQUIVALENCY:
CODE SECTIONS:
CBC 1812.2; ACI 318 Table 1808.8.2
C r olive epoxy int is to prgvide eguivalent aroundexposure corrosion
protection, as outlined in the attached Product data sheets. This product has
Petitioner's Position Principle Engineer
Signature CA Professional Lic. # C80503 Date 12/13/2023
FOR STAFF USE ONLY
MENT ACTION: In accordance with: CBC 104.11/CFC 104.9 ❑ CBC 104.10/CFC 164.E
(Alternate materials 8 methods) (CBC Modification)
rrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached
BY Date
st (DOES lessen any fire protection requirements.
st (DOES OES essen the structural integrity
[hR
uest is Granted ❑ Denied (See reverse for
❑ Granted (Ratification required) appeal information)
ns of Approval:
PcanonCHIEF BUILDING OFFICIAtee
APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse)
(Signature, statement of owner or applicant, statement of reasons for appeal and fling fees are required.)
CASHIER RECEIPT NUMBER: EEC c z I I 17 :7 - ZOl7-Formsveprif_ 11102/2016
Guidelines for Approval of Alternate Materials Desian 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 for which 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 rode 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 -parry 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
manufacturer's and engineers 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.
• Carboguard° 890
pfoduct data carbol�ne L
Selectione- r ..ta Sut Preparation
Generic Type Cycloaliphatic Amine Epoxy General Surfaces must be clean and dry. Remove all dirt, dust,
Description Highly chemical resistant epoxy mastic coating oil and all other contaminant.
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 system for avariety
of chemical environments and is also designed for Galvanized Steel
various immersion conditions.
Features • Excellent chemical resistance
• Surface tolerant characteristics
• Conventional and low -temperature versions Concrete or CMU
• Self -priming and primedfinish capabilities
• Very good abrasion resistance
• VOC compliant to current AIM regulations
• Suitable for use in USDA inspected facilities
Color
Refer to Carboline Color Guide. Certain colors may
require multiple coatsfor hiding. Note: The low
temperature formulation will cause most colors to
yellow or discolor more than normal in a short period
of time.
Finish
Gloss
Primer
Self -priming.
Dry Film
4.0 - 5.0 mils (102 - 152 microns) per coat
Thickness
60-8.6 mils (160-200 mionons)over light rust and br unifinn gloss oier
inorganic Anes. Don't exceed 10 rrils (2501ricrons) in a Ong le coat.
Elweshe flmthicknes overinorganic zincs mayincreace darrege
during shipping or emotion.
Solids Content
By Volume 75% 4 2%
Theoretical
1203 if at 1.0 mils (29.5 m211 at 25 microns)
Coverage Rate
301ft2 at 4.0 mils (7.4 m211 at 100 microns)
200 fit at 6.0 mils (4.9 m2A at 150 microns)
Allowfor loss in mking and application.
VOC Value(s)
Thinner 213ozfgak2.30 Ibelgal (276g11)
Thinner 2 7ozlgal=2.081bsrgal (250g11)
Thinner 3316ozlgal=2.431bsfgal (291 grl)
Thinner 33 7ozlgak2.081bsigal (250g11)
As Supplied 1.81 lbsfgal (217 g11)
'use Thinner 076 up to 8 ozigal for890 and 16 ozrgal for88G LT where
non-phmchenicallymaaice solvents are required.
These are naninal +slues and Trey ierywhh color.
Dry Temp.
Continuous: 300 °F (149 °C)
Resistance
Non -Continuous: 350 °F (177 °C)
Olsmloracion and lox of gloss occurs above 200 F (gat C)but does riot
affect perbmance.
Under Insulation
Continuous: 300 °F (149 °C)
Resistance
Rsmlonation and loss of gloss occurs abo+ 200 F (93 C)but does nor
affect perfonrence.
Limitations
Do not apply over latex coatings. For immersion
projects use only factory made material in special
colors. Consult Technical Service for specifics.
Topcoats
Immersion: SSPC-SP10
Non -immersion. SSPC-SP6
1.5-3.0 mils (38-75 microns) SSPC-SP2 or SP3 are
suitable Clear✓rhg methods for mVtl environments.
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 04258 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
SurfdMS the surface. Existing paint must attain a minimum
3A rating in accordance with ASTM D3359"X-Cut"
adhesion test.
Petformance Data
Test Method
System
Results
ASTM B 117 Salt Fog
Blasted Steel 2 cts. 890
No effect on plane,
rust in scribe. 1116'
undercutting at scribe
after 2000 hours
ASTM B117 Sah Fag
Blasted Steel 1
No effect on plane,
ct. IOZ 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 ct 890
1000 cycles, CS17
wheel 1000 gm. load
ASTM D1735 Water Fog
Blasted Steel 1 ct.
No blistering, rusting
Epoxy Pr. 1 ct. 890
or delamination
after 2800 hours
ASTM D2486
Blasted Steel 1 ct. 890
93% gloss retailed
Scrub Resistance
after 10,000 cycles W
liquid scrub medium
ASTM D3359 Adhesion
Blasted Steel 1 ct 890
5A
ASTM D3363
Blasted Steel 2 cts 89g
Greaterthan 8H
Pencil Hardness
ASTM E84 Flame
2 ct 890
5 Flame 5
and Smoke
Smoke ClassA
rest reports and additional data available upon written request.
Mixing . Thinning
Mixing Power mix separately, then combine and power mk.
DO NOT MIX PARTIAL KITS.
June 2016
098E
To the beg of our Imowledgethe technical data contained herein istrue and accurate onthe date of publication and is subject to change without prior notice. Umr nvg contact Carboline Corn any
to tenfy correctness before spe Ofong ororder ng. No guarantee of accuracy is given or inglied. We guarantee our preductsto confmmto Carboline qualitycorrool. We assume no responsibility for
coverage, performance or injuries resulting from use. Liabirag ifany, is limhedto replacement of product. NO OTHER WARRANTY OR GUARANTEE OF ANY KIND IS MADE BY CARGO LINE,
EXPRESS OR IMPLIED. STATUTO RY. B Y OPERATION OF LAW. OR OTHERWIS E. INCLUDING MERCHANTABILITY AND FITNESS FOR APARTICULAR PURPO SE. Carboline0and Carboguard0•
are registered trademarks of Carboline company.
Paget oft
Carboguard° 890
Mixing & Thinning
Thinning Spray: Up to 13 oz/gal (10%) w/ #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 lie ends when coating loses body and begins to sag. Pot life times
will be less at higher temperatures.
,ApplicationEquipment Guidelines
Listed below are general equipment guidelines for the application of MI. product Job site condilions
may require modifications to these 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
is easily and quickly achieved. The following spray
equipment has been found suitable and is available
from manufacturers such as Binks, DeVilbiss and
Greco.
Conventional
Pressure pot equipped with dual regulators, 3/8"
Spray
I.D. minimum material hose, .070" J.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:.01 T'-.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.
Application Conditions
Condition
Material
I Surface
1 Ambient
1 Humidity
Minimum
50 °F (10 °C)
50 °F (10 °C)
50 °F (10 °C)
0%
Maximum
90 °F (32 °C)
125 °F (52 %;)
110 °F (43 °C)
90%
This product simply requires the substrate temperature to be above the dew poart, Condensation
due to substrate temperatures below the 0. point can cause flash rusting on prepared steel and
Interfere win properadheslon to the substrate. Special application techniques may be required
above or below normal application contliions.
Curing Schedule
Surface
Temp.'
Dry to Recoall Dry to Recoad
& Topcoat will
Cher finishe
Final Cure
General
Final Cure
Immersion
50 °F (10 °C)
12 Hours
24 Hours
3 Days
NR
6 °F (IS °C)
8 Hours
16 Hours
2 Days
10 Days
75 °F (24 °C)
4 Hours
8 Hours
1 Days
5 Days
2 Hours
4 Hours
16 Hours
3 Days
Hlgner film thickness, msu0icient ventilation or coder temperatures will require longer cure times and
could result in solvent entrapment and premature failures Excessive humidity or condensation on the
surface during curing can Interfere win the cure, can cause discoloration and may result in a surface
haze. Any haze or blush iIlgg be removed by water washing before recasting. During high humidity
conditions, it is recommended that the application be done while temperatures are increasing.
Maximum reroatflopcoat times are 30 cave for epoxies and 90 days for polyurethanes at r5°F
(U"C), If the maximum recast times have been exceeded, the surface must be alasted by sweep
Washing or sanding prior to the application of additional coats.
Cleanup & Safety
Cleanup Use Thinner #2 or Acetone. In case of spillage, absorb
and dispose of in accordance with local applicable
regulations.
Safety 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.
Ventilation 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)
"hen kept at recommended storage conditions and in original
unopened containers.
Shipping Weight 2 Gallon Kit -291bs (13 kg)
(Approximate) 10 Gallon ICit-1451bs (66 kg)
Storage
40°-110°F (4°43°C)
Temperature &
0-100% Relative Humidity
Humidity
Flash Point
89°F (32°C) for Part A
(Setaflash)
73°F (23°C) for Part B
Storage
Store Indoors.
This product is solvent based and not aRecteci by excursions below
these published storage temperatures, dawn to 10`F, for a duration of no
more than 14 days_ Always inspect the product prior to use to make sure
it is smooth and homogeneous when property mired.
•
carboluie
ings -Linings - Fireprodfng
June 2016
Dees
To the best of our knowledge no technical data contained herein is true and accurate on Me data of guarantee
a and is subject to change without prior notice. User must contact no resipo Company
to verify , performance
before specifying a ordering. No guarantee n accuracy s given or implied. We guarantee our ER WuCtaAR to conform GUARANTEE
ine quality control. We assume no responsibility for
coverage, ORoonanca or injuries resulting from use. Liability, i any, s limited R replacement of NG MERCHANTABILITY
NO OTHER WARRANTY OR GUARANTEEIC LANYAR KIND IS MADE BY u CARBOLI orb EXPRESS ed rademMPLID, STATUTORY, BY OPERATION OF LAW, OR OTHERWISE, INCLUDING MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Carboline•and Carboguard®
are registered trademarks of Carboline Company.
Page 2 of 2
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)SEC ELE *.,
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INTERIOR FACE OF WALL TO'
SOLDIER BTAM REMOVAL.
— SEE ELEVATION FOR SPACING —
FILL VOms BEHIND LAGGING
WITH LEAN CONCRETE
BURN HOLES THROUGH SOLDIER
BEAM WEBS FOR LONGTUDIHAL
REBAR (I CIA. M F
NOTES: 1, FIELD STARE PROPERTY LINES PRIOR TO SHORING INSTALLATION.
3. COORDINATE SHORING BLOCROUT WRH STRUCTURAL DRAWINGS.
3. EPDXYBACKRANGEfi EN-IREWEBOFSOLDIERBFA 4,10,15S18
ALONG -IT la'.
PARTIALLY ENCASED SOLDIER BEAM PLAN DETAIL - SBN 1-19
NT.S.
REQUEST FOR ALTERNATE MATERIAL
A SMALL PORTION OF SOLDIER BEANS #1 1V BF 11IONNGE SECTION DOES
NOT HAVE CONCRETE COVER BECAUSE OF THE NEED TO INSTALL
WOOING. CORROSION PROTECTION. 15 PROVIDED THROUGH THE UY OF
URBOLINE EPDXY Pa1NT, AS SHOWN IN DETAIL l ISHC.
BACK FLANGE E I OF
H.. E za-
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CN a REMOVE PROTRUDING WEB B FLANGE UPON
COMPLETION OF THE PROPOSED STRLKTURE ANDIOR
As DIRECTED BY THE STRUCTURAL ENGINEER OF
RECORD. FILL ALL VOIDS WIN AN APPROVED
NON-SHRINR GROUT ACCORDING TO PROJECT
SPECIFIGTroNS,
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