HomeMy WebLinkAboutXR2022-3344 - Alternative Material & Methodsxt,2o2Z - 33-'t
�eyEW�R7• RECEIV BY
D m CITY OF NEWPORT BEACH p�LOPMENT
} �r COMMUNITY DEVELOPMENT DEPARTMENT
u yry S BUILDING DIVISION OCT 18 2023
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
c,4coaN www.newportbeachca.gov (949 644-3200
�. 0 *1 CITY OF
Ni0 CASE NEWPORT BEACH
REQUEST FOR MODIFICATION TO PROVISIONS
OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE)
OF THE NEWPORT BEACH MUNICIPAL CODE
(See Reverse for Basis for Approval) (Fee $306)
❑ REQUEST FOR ALTERNATE MATERIAL
OR METHOD OF CONSTRUCTION
(See Reverse for Basis for Approval) (Fee $306)
For above requests, complete Sections 1, 2 & 3
below by printing in ink or typing.
FOR STAFF USE ONLY
Plan Check# GS022-jf o(Stories p�
Occupancy Cis ification 1/ U
Use of Building Sit # of Units I
Project Status .ln/D dA PtdN
Construction Type 3 R ,V&t2
Verified by •irk- IL
No. of Items I
Fee duet', n4.
DISTRIBUTION:
El Owner 'K Plan Check_
Petitioner ❑ Inspector
❑ Fire ❑ Other
1 I JOBADDRESS: PETITIONER:
SITE ADDRES11 1 0&�vq,10 Petitioner lfv/ltaim-M
Owner g�-U�'S (cIOS I Lt✓ rwrmoo..row..onu.�eor.eorr�wd
—� Address 11q Z I vi A-S-H I o Fi /L N
Address «l i'1 lan_I �ivtzpic� A�/q�� L°S RN6IEt(�13 s, L I+- zip deb[
eat) LdJ +L d zip it'd Daytime Phone I C)
Daytime Phone 510) Z t'II Oo
Email: 'fYt-P'•N�I^PS� �IF�'DPGiF�1`d6 �OP•�
2 REQUEST: Submit Dian if necessary to illustrate reauest. Additional sheets or data may be attached.
p3,. c
Petitioner's r Position Ve AJ-Y li--pZeftI n¢G75 r
Signatu I CA Professional Lic. # �^ �Z- 1 5 Date: 10 J 1 $ I/ ?—S
FOR STAFF USE ONLY
DEPARTMENT ACTION: In accordancewith: ❑ CBC 104.11/CFC 104.9 py CBC 104.10/CFC 104S
(Alternate materials & methods) / (CBC Modification)
❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached
By: Date
Request (DOE (DOES OI)Issen any fire protection requirements.
1
Request (DOE (DOES�N T}lessen the structural integrity
Weranted ❑ Denied (See reverse for appeal information)
❑ Granted (Radricadon required)
l:
PositionCHIEF BU11-UNG OFFIGIMate /0—ZFl-ZUL3
APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse)
(Signature, statement of owner
//oa�r applicant, statement offrreasons
for peal and filing fees are required.)
CASHIER RECEIPT NUMBER: 1< r /'. �" 0 ` V / V Ir' 70ZJ FormsModit M/21/23
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 designatedagent 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.
Reauirements 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 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
manufacturer's 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.
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EVENS
ARCHITECTS
KAA DesrlI Group
12921 11'cst Washington Blvd . l o. Angcles
310 821 1400 . fan 310 8211440
kaaciesigngroup.com
project 2741 OCEAN
RESIDENCE
2741 OCEAN BLVD CORONA DEL MAR
CA 92625 USA
''°' no 19103
sheet
A091
MOD EXHIBITS -
FLOOR PLAN
scale: 1/81, = 1'-01,
printed- 10 / 17 12023
drawn by. SP, RH, EB
copyright: '
1/8" = 1'-0"
FOURTH FLOOR RCP
EVENS
ARCHITECTS
KAA Design Group
L921 11'c,lt lVa.hingtun Blyd .Lin ringcice . C A 1)0066
310 821 1400 1 a. 310 821 1440
kaadcsignpnmptum
2741 OLEAN
RESIDENCE
2741 OCEAN BLVD CORONA DEL. MAR
CA 92625 USA
pro' no
19103
A092
MOD EXHIBITS -
RCP PLAN
scale:
1/81' = 1'-0'.
printed:
10 / 17 / 2023
drawn by
SR, RH, EB
cnpvrighc
-. ..
1/8" = 1'0"
1/8" TO 3/4" EXTERIOR STONE OR TILE FLOOR SLOPE 1/8" MIN. TO DRAIN; VERIFY SPACING AND GROUT SPECIFICATIONS. T
2 1/4" MIN. MORTAR BED WITH WELDED WIRE REINFORCEMENT
1/2" DRAINAGE COMPOSITE AND FILTER FABRIC; GRACE HYDRODUCT 660. NOTE: ATTHINSET MORTAR, SCHLUTER TROBA SYSTEM LOW PROFILE
DRAINAGE COMPOSITE, OR APPROVED EQUAL
1/2" DENSDECK PRIME PROTECTION BOARD
2 LAYERS GRACE BITUTHENE 4000 SELF ADHERED MEMBRANE OVER 80 MIL GRACE BITUTHENE DECK PREP PRIMER
SIKA TOP 122 PLUS SLOPING COMPOUND SLOPE 1/4" MIN. TO DRAIN, OR APPROVED EQUAL
5/8" EXTERIOR -GRADE PLYWOOD PER ICC ESR-2505 SECTION 4.6
FRAMING PER STRUCTURAL DRAWINGS, MIN. 2X10 SOLID SAWN LUMBER JOISTS 16" O.C. PER ICC ESR-2505 SECTION 4.6
R-30 INSULATION PER TITLE 24; 4.75" CLOSED CELL POLYURETHANE SPRAY FOAM, 9 1/2" FIBERGLASS BATT INSULATION, OR APPROVED EQUAL
_ _ _ _ _ "NOTE:GRACE
CONSTRUCTION PRODUCTS
SPECIFIED - OR APPROVED
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WARRANTY
WATERPROOFING
ASSEMBLIES
TYPE X GYPSUM WALLBOARD WITH ALL SUBSTRATE JOINTS BLOCKED PER ICC ESR-2505 SECTION 4.6 S`/$/� -T44 f t .
FRAMING PER STRUCTURAL DRAWINGS
R-30 INSULATION PER TITLE 24; 4.75" CLOSED CELL POLYURETHANE SPRAY FOAM, 9 1/2" FIBERGLASS BATT INSULATION, OR APPROVED EQUAL
CEILING FINISH PER SCHEDULE
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FLOOR DETAIL
EVENS
ARCHITECTS
KAA Design Group
12921 %%',,t ttia,ahinglon Blcd A pis Angeles .(-A 9006h
3l0 821 1400. fa a 310 821 1410
kaadesigngrnup.ann
i OfeL
2741 OCEAN
RESIDENCE
2741 OCEAN BLVD CORONA DEL MAR
CA 92625 USA
pr°' 1io
19103
sheet
A093
MOD EXHIBITS -
FLOOR DETAILS
scale.
3" = 1'-0"
panted:
10 / 17 / 2023
drawn Ly
SP, RH, EB
3" = 1'-0"
1/8" TO 3/4" EXTERIOR STONE OR TILE FLOOR SLOPE 1/8" MIN. TO DRAIN; VERIFY SPACING AND GROUT SPECIFICATIONS.
2 1/4" MIN. MORTAR BED WITH WELDED WIRE REINFORCEMENT
1/2" DRAINAGE COMPOSITE AND FILTER FABRIC; GRACE HYDRODUCT 660. NOTE: AT THINSET MORTAR, SCHLUTER TROBA SYSTEM LOW PROFILE
DRAINAGE COMPOSITE, OR APPROVED EQUAL
1/2" DENSDECK PRIME PROTECTION BOARD
2 LAYERS GRACE BITUTHENE 4000 SELF ADHERED MEMBRANE OVER 80 MIL GRACE BITUTHENE DECK PREP PRIMER
SIKA TOP 122 PLUS SLOPING COMPOUND SLOPE 1/4" MIN. TO DRAIN, OR APPROVED EQUAL
5/8" EXTERIOR -GRADE PLYWOOD PER [CC ESR-2505 SECTION 4.6
CONCRETE SLAB ON GRADE PER STRUCTURAL DRAWINGS
'NOTE: GRACE
_ CONSTRUCTION PRODUCTS
SPECIFIED - OR APPROVED
EQUAL - SINGLE SOURCE
WARRANTY
WATERPROOFING
- ASSEMBLIES
DECK BUILD UP
EVENS
ARCHITECTS
KAA Design Group
12921 N'cnt A%'anhingtun BI%'d . Lit, AngcIcs . CA 90066
310 821 1400 . far 310 821 1440
kaadcsigngi oup.cum
2741 OCEAN
RESIDENCE
2741 OCEAN BLVD CORONA DEL MAR
CA 92625 USA
pr°' "°
19103
Sh E'et
A094
MOD EXHIBITS -
FLOOR DETAILS
scale.
3' - 1'-0"
printed.
10, 17 / 2023
drawn by.
SP, RH, EB
copyright
-. ,....
i. wi.
3" = 1'-0"
l u esR' 3Y)4- , ctos 4-•
1/8" TO 3/4" EXTERIOR STONE OR TILE FLOOR SLOPE 1/8" MIN, TO DRAIN; VERIFY SPACING AND GROUT SPECIFICATIONS.
2 1/4" MIN. MORTAR BED WITH WELDED WIRE REINFORCEMENT
1/2" DRAINAGE COMPOSITE AND FILTER FABRIC; GRACE HYDRODUCT 660. NOTE: AT THINSET MORTAR, SCHLUTER TROBA SYSTEM LOW PROFILE
DRAINAGE COMPOSITE, OR APPROVED EQUAL
1/2" DENSDECK PRIME PROTECTION BOARD
2 LAYERS GRACE BITUTHENE 4000 SELF ADHERED MEMBRANE OVER 80 MIL GRACE BITUTHENE DECK PREP PRIMER
SIKA TOP 122 PLUS SLOPING COMPOUND SLOPE 1/4" MIN. TO DRAIN, OR APPROVED EQUAL
5/8" EXTERIOR -GRADE PLYWOOD PER ICC ESR-2505 SECTION 4.6
FRAMING PER STRUCTURAL DRAWINGS, MIN. 2X10 SOLID SAWN LUMBER JOISTS 16" O.C. PER ICC ESR-2505 SECTION 4.6
R-30 INSULATION PER TITLE 24; 4.75" CLOSED CELL POLYURETHANE SPRAY FOAM, 9 1/2" FIBERGLASS BATT INSULATION, OR APPROVED EQUAL
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CONSTRUCTION PRODUCTS
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WATERPROOFING
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CEILING FINISH PER SCHEDULE
HARDWOOD BEAM, TYP.
CEILING DETAIL
EVENS
ARCHITECTS
K A A Desi,n Group
12971 We't Nashington Blyd . Lue Angeles . CA 90066
310 821 1400 , fay 310 821 14 40
Laadcsigngroup.com
-P`oj'c1
2741 OCEAN
RESIDENCE
2741 OCEAN BLVD CORONA DEL WAR
CA 92625 USA
pro' no
19103
sheet
A095
MOD EXHIBITS -
CEILING DETAILS
scale:
3" = 1'-0"
prlraed.
10 / 17 / 2023
drawn by.
SP, RH, EB
copyright
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3" = 1'-0"
G xa a;S-tk - '0�t cu45" k.
1/8" TO 3/4" EXTERIOR STONE OR TILE FLOOR SLOPE 1/8" MIN. TO DRAIN; VERIFY SPACING AND GROUT SPECIFICATIONS-
2 1/4" MIN. MORTAR BED WITH WELDED WIRE REINFORCEMENT
1/2" DRAINAGE COMPOSITE AND FILTER FABRIC; GRACE HYDRODUCT 660. NOTE: AT THINSET MORTAR, SCHLUTER TROBA SYSTEM LOW PROFILE
DRAINAGE COMPOSITE, OR APPROVED EQUAL
1/2" DENSDECK PRIME PROTECTION BOARD
2 LAYERS GRACE BITUTHENE 4000 SELF ADHERED MEMBRANE OVER 80 MIL GRACE BITUTHENE DECK PREP PRIMER
SIKA TOP 122 PLUS SLOPING COMPOUND SLOPE 1/4" MIN. TO DRAIN, OR APPROVED EQUAL
518" EXTERIOR -GRADE PLYWOOD PER ICC ESR-2505 SECTION 4.6
FRAMING PER STRUCTURAL DRAWINGS, MIN. 2X10 SOLID SAWN LUMBER JOISTS 16" O.C. PER ICC ESR-2505 SECTION 4.6
R-30 INSULATION PER TITLE 24; 4.75" CLOSED CELL POLYURETHANE SPRAY FOAM, 9 1/2" FIBERGLASS BATT INSULATION, OR APPROVED EQUAL
`NOTE:GRACE
CONSTRUCTION PRODUCTS
SPECIFIED - OR APPROVED
EQUAL- SINGLE SOURCE
WARRANTY
WATERPROOFING
ASSEMBLIES
R-30 INSULATION PER TITLE 24; 4.75" CLOSED CELL POLYURETHANE SPRAY FOAM, 9 1/2" FIBERGLASS BATT INSULATION. OR APPROVED EQUAL
FRAMING PER STRUCTURAL DRAWINGS
TYPE X GYPSUM WALLBOARD WITH ALL SUBSTRATE JOINTS BLOCKED PER ICC ESR-2505 SECTION 4.6 r S,8-t-TH /G 6L2
CEILING FINISH PER SCHEDULE
HARDWOOD BEAM, TYR
DECK BUILD UP
EVENS
ARCHITECTS
KAA Design Group
12921 1b'c,t Washington Bled . Los Angcice . CA 900N,
310 821 1400 . fax 310 S21 1440
kaadesigngroup.mm
prgecl
2741 OCEAN
RESIDENCE
2741 OCEAN BLVD CORONA DEL MAR
CA 92625 USA
pr°' "°
19103
1,1 <..
A096
MOD EXHIBITS -
CEILING DETAILS
scale.
3" = 10
printed.
10 / 17 / 2023
drawn by.
SP RH, EB
copyright
3" = 1'-0"
1/8" TO 314" EXTERIOR STONE OR TILE FLOOR SLOPE 1/8" MIN. TO DRAIN; VERIFY SPACING AND GROUT SPECIFICATIONS.
2 1/4" MIN. MORTAR BED WITH WELDED WIRE REINFORCEMENT
1/2" DRAINAGE COMPOSITE AND FILTER FABRIC; GRACE HYDRODUCT 660. NOTE: AT THINSET MORTAR, SCHLUTER TROBA SYSTEM LOW PROFILE
DRAINAGE COMPOSITE, OR APPROVED EQUAL
1/2" DENSDECK PRIME PROTECTION BOARD
2 LAYERS GRACE BITUTHENE 4000 SELF ADHERED MEMBRANE OVER 80 MIL GRACE BITUTHENE DECK PREP PRIMER
SIKA TOP 122 PLUS SLOPING COMPOUND SLOPE 1/4" MIN. TO DRAIN, OR APPROVED EQUAL
5/8" EXTERIOR -GRADE PLYWOOD PER ICC ESR-2505 SECTION 4.6
FRAMING PER STRUCTURAL DRAWINGS, MIN. 2X10 SOLID SAWN LUMBER JOISTS 16" O.C. PER ICC ESR-2505 SECTION 4.6
R-30 INSULATION PER TITLE 24; 4.75" CLOSED CELL POLYURETHANE SPRAY FOAM, 9 1/2" FIBERGLASS BATT INSULATION, ORAPPROVED EQUAL
*NOTE:GRACE
CONSTRUCTION PRODUCTS
SPECIFIED - OR APPROVED
EQUAL - SINGLE SOURCE
WARRANTY
WATERPROOFING
ASSEMBLIES
TYPE X GYPSUM WALLBOARD WITH ALL SUBSTRATE JOINTS BLOCKED PER ICC ESR-2505 SECTION 4.6
CEILING FINISH PER SCHEDULE
DECK BUILD UP
EVENS
ARCHITECTS
KAA Design Group
12921 lVe t Wavhington Blyd . Lon AnW ke . CA 90066
310 821 1400. to x 310 821 1440
kaadesigngruup.com
pfDfect
2741 OCEAN
RESIDENCE
2741 OCEAN BLVD CORONA DEL MAR
CA 92625 USA
pfo) 1"
19103
sheet:
A097
MOD EXHIBITS -
CEILING DETAILS
scale:
3" = 1'-01
printed.
10 / 17 / 2023
drawn Ly.
SP, RH, EB
col;yrighT
3" = 1'-0"
ELLVATION 13
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MISS
EVENS ARCHITECTS Oclobe- 18th, 2023 EVENS ARCHITECTS
a K.AA Des gu ompany
OUTDOOR KITCHEN
SCALE- 1/2"= F-0"