HomeMy WebLinkAboutXR2023-2022 - Alternative Material & MethodsXtZ2-023-2D2Z
CITY OF NEWPORT BEACH
RECEIVED BY
COMMUNITY DEVELOPMENT DEPARTMENT NITY
DEVELOP
BUILDING DIVISION DEVELORMENT
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 aUG 18 2023
www.newportbeachca,gov 1 (949) 644-3200
CITY OF
CASE NO.: NEWPORTat,.
❑ 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 $291)
❑X REQUEST FOR ALTERNATE MATERIAL
OR METHOD OF CONSTRUCTION 3or;
(See Reverse for Basis for Approval) (Fee
❑ REQUEST FOR EXEMPTION FROM DISABLED
ACCESS DUE TO PHYSICAL OR LEGAL
CONSTRAINT (Fee $1,692)
(Ratification by the Board of Appeals will be required.)
For above requests, complete Sections 1, 2 & 3
below by printing in ink or typing.
JOB ADDRESS:
SITE ADDRESS: 2100 Windward Lane
Owner Tony Jenkins
Address 218 E. Oceanfront
Newport Beach zip 92663
Daytime Phone ( 949 ) 244-6754
FOR STAFF USE ONLY
Plan Check # # of Stories Z
Occupancy Classification R —t
Use of Building � yq_ # of Units /
Project Status !�n/�E�����
Construction Type
Verified by
No. of Items I
Fee due 349�
via i rvoU i ivrv.
❑ Owner N Plan Check �S
Petitioner Inspector
Fire ❑ Other
Petitioner Eric Aust (Architect)
(Petitioner to be architect or engineer)
Address 62 Balboa Coves
Newport Beach, CA zip 92663
Daytime Phone (949) 637-5220
r2�REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached_.
11 Altprnativp wppn trrped/waternroofino method for exterior walls per detail 39/a6.1
#2023-1
USTIFICATION/FINDINGS OF EQUIVALENCY: I CODE SECTIONS:
We are orovidinq continuous flashing over bituthene in order to I R317.1
protect the framing and structure in case of flooding or wet conditions;
Proposed detail is an often applied, real -world solution that includes waterproofing in excess of the
building code minimums in an effort to protect against water intrusion and potential future hardsca e
improvements that would be non -compliant
Petitioner's Position Architect
/(/
Signature '`J` CA Professional Lic. # C-29374 Date 17 August 2023
FOR STAFF USE ONLY
DEPARTMENT ACTION: In accordance with: ,BC 104.11/CFC 104.9 El CBC 104.10/CFC 104.8
(Alternate materials 8 methods) (CBC Modification)
❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached
By: Date
Request (DOES) DnNOT)
ssen any fire protection requirements.
Request (DOES) DOssen the structural integrity
The Request is ranted ❑ Denied (See reverse for
❑ Granted (Ratification required) appeal information)
Conditions of Approval:
Signature Position CHIEF RU!I DWG nFFICIA.I_ Date Df3—Z7 —2�2�
Print Name Ili �= I H—Per
APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse)
(Signature, statement of owner or applicant, statement! of reasons for appeal and filing fees are required.)
CASHIER RECEIPT NUMBER: sec.
01607 Forms\modif 12/17/19
*EXTEND BITUTHENE +18" EXTERIOR SIDING OVER TYVEK
ABOVE SLAB AND 8" / BUILDING WRAP OVER � A.P.A.
BELOW \ RATED PLYWOOD SHEATHING; SEE
EXTERIOR i INTERIOR EXTERIOR ELEVATOINS
CONTINUOUS COPPER 26 FRAMING, TYPICAL
FLASHING OVER BITUTHENE �o
SELF -ADHERED r
WATERPROOFING; 5/8" GYP. BD., TYP. THROUGHOUT
10" ABOVE SILL & 8"
BELOW F.F. WEEP SCREED; 3-1/2" MIN.
(18" CONTINUOUS) VERTICAL FLANGE
1/2" MIN. TO 27 —1" MIN. FROM BUILDING SLAB TO
WEEP SCREED—t—___-_-_ -- CONCRETE SLAB AT EXTERIOR
-
a USE THIS DETAIL FOR PROTECTION
OF FRAMING AT AREAS WITH LESS
° ". THAN 3" CLEARANCE TO PAVED
77777-77=7b a AREAS (ALTERNATE METHOD OF
III III —III—
— �—III—III CONSTRUCTION APPLIED FOR
III—III=III=III= ° .4 =III=III THROUGH CITY OF N.B. BUILDING
DEPAR= TMENT); SEE DETAIL 47/A6.1
as inaareas ess an
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windward
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22t.5G OR AASI Mae,t5 wall legend
I W FROARI G AT IT uu W/ R-13 BATT
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1 2! 623 s.f. garage
now
tV �.r Yl�� I brill lblt 2,235 ll lspoor
3 `_' I!-,• r ° �I� , I _- 41 s.f.1s1 floor (pool bath)
ly I' l'' ' - +2 531 s.f. 2nd floor
mn l 4,857 s.f. total livable floor area
toyer Y�, >� die l 2
2
if -a' -------- 2'-Y 2 J' 35-9' 10' Y A60
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