HomeMy WebLinkAboutXR2023-2368 - Alternative Material & Methods�EvvPo CITY OF NEWPORT BEACH
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04 `" @ RECEIVED BY
"� �+ COMMUNITY DEVELOPMENT DEPARTMENT COMMUNITY
'C' H+ ? BUILDING DIVISION DEVELOPMENT
c °" . r.�°` 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
"4 conN� ` www.newoortbeachca.00v 1 (949) 644-3200
0(.1 0 5 2023
CASE NO.:
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 ?, 2 & 3
below by printing in ink or typing.
JOB ADDRESS:
SITE ADDRESS: 9 Marble Sands
Owner Jason Herthel
Address 9 Marble Sands
Newport Beach CA Zip 92660
Daytime Phone ( 305 ) 606-9811
CITY OF
FOR STAFF USE ONLY BEACH
Plan Check # r� ""S r rI of Stones Z
Occupancy Classification
f
Use of Building
# of Units
Project Status :i
• u C
Construction T ((,Q
Verified by
No. of Items
Fee due 0
DISTRIBUTION:
Owner
❑ Plan ChecicA___gCA (W
Petitioner
❑ Inspector
❑ Fire
❑ Other
PETITIONER:
Petitioner _Ryan Oldham (Architect)
(PmMonerro bs a chdess orerpimed
Address 680 Langsdorf Drive #2028
Fullerton, CA Zip 92831
Daytime Phone ( 714) 482-8296
Email: ryanCd)oldham-architects.com
emative enemauve waste protection method in areas where haroacape vertical distance Is other than than the prescibed vertical distance at
I the CRC of 2" tit stutter screed and 3" to sill plate. I this instance the vertical separation to the sill plate is proposed as 1-inch and to the
112'. Use of copper flashing to extend 6" above top of slab and 6" below top of slab with a Bithumen coating behind the flashing over top the
CRC R317.1, R703.7.2.1
to the framing beyond. This provides equal or greater protection as the 3' ventral
prescribed in the code. It also provides protection along the slab edge to a depth of 6'
tie coming up through the soil.
Petitioner's Position Pro)edt AmIlltect
Signature CA Professional Lic. # C-29715 Date: 09.14.23
FOR STAFF USE ONLY
ACTION: In accordancewith: QBC 104.11/CFC 104.9 ❑ CBC 104.10/CFC 104.E
(Alternate materials & methods) (CBC Modification)
Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached
By:
any fire protection requirements.
the structural integrity
❑ Granted
Signature
Print Name
Date
❑ Denied (See reverse for appeal information)
Position CHIEF BUILDING OFFIC�% 42 CQ'--Z3
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: CC — 0I6 Z 1 a —W Z 3 FarnsModif 08/21/23
EXT. FINISH PER PLANS
2 LAYERS 15# BLDG PAPER
BITUTHENE (OR EQUIV.)
EXTEND 18" ABV. T.O.S.
(CONTINUOS 24")
PLYWOOD SHT'G.
COPPER/S.S FLASHING OVER
BITUTHENE (OR EQUIV.)
6" ABV. T.O.S. (CONTINUOUS 12")
PRESERVATIVE —TREADED WOOD
= SILL PER AWPA U1
CORROSION —RESISTANCE WEEP
SCREED, MIN.26 GALVANIZED
SHEET GAGE WEEP SCREED W/
MIN. 3-1/2" ATTACHMENT FLANGE
PER R703.7.3 FOR STUCCO FINISH
° J HARDSCAPE
= Z SLOPE 2% MIN.
Z
C
Q 4
c OPPER/S.S. FLASHING EVER
° J< ° BITUTHEN9 (OR f�PUIV.)
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(CONTINUOUS 12")
°
°
°
a
a a
7 CONCRETE FOUNDATION
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a
Q NOTE: ALL METAL FLASHING AND WEEP SCREED
TO BE OF A SIMILAR TYPE TO AVOID GALVANIC
a a ° CORROSION
a
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