HomeMy WebLinkAboutXR2023-2424 - Alternative Material & MethodsW2,013 - zH 2il
CITY OF NEWPORT BEACH
r COMMUNITY DEVELOPMENT DEPARTMENT
t4U BUILDING DIVISION
t 100 Civic Center Drive I P.O. Box 1768 1 Newport. Beach, CA 92658-8915
'" lvlroa �P www.newoortbeachca.00v 1 (949) 644-3200
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 1, 2 & 3
below by printing in ink or typing.
G� 121
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III FOR STAFF USE ONLY will- III
Plan Check # PC2023-2092 # of Stories I *14
Occupancy Classification k. I)
Use of Building SRR. # of Unit
Project Status ls.VDcR ...... d.slbL&
Construction Type a S
Verified by
No. of Items
Fee due act
DISTRIBUTION:
❑ Owner Ian Check_2_
16 Petitioner Inspector
Fire ❑ Other
JOB ADDRESS: PETITIONER:
SITE ADDRESS: 2812 Ocean Blvd Petitioner Brittany Oakes
Owner The Rothweiler Family rust fPeHaoner fo be amhhaef er epineed
Address GF Capital, A Nevada Corporation Address Co a Mesalmus Drive. Ste. zi
909 Brigham Young Dr. Caremontzip 91 Ill Costa Mesa, CA zip92626
Daytime Phone (714) 754.4040
Daytime Phone ( 909) 917-2251
Email: brittany@brandonarchitects.com
2 REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached.
AI weep screedr r in me fir x w II it AD-2.
Application of a continuous water roofin membrane 6-
protectiveplus layer of copper / or stainless steel
3JUSTIFICATION/FINDINGS OF EQUIVALENCY: CODE SECTIONS:
Code min. for exterior weep screed heights is impractical for CBC 1808.7.4, R%3•�• 2.
conditions near exterior door openings. Code is attempting to waterproof & protect structural framin
from water
fiinn ruision. Pro rir I-wor solution include
n uinnffeemrotect aaainst water intrusion
andweenr tar l fue hardsca a innrovements that would be non-com liant.
Position Project Architect
Petitioner's >Z
Signature Z9- CA Professional Lia # G40174 Date: 11.30.23
BE ONLY
/CFC 104.9 ❑ CBC 104.10/CFC 104.8
atedals & methods) (CBC Modification)
❑ Disapproved ❑ Written Comments Attached
Date
its.
❑ Denied (See reverse for appeal information)
BUn.DING OFFICII&ta
APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse)
(Signature, statement of owner or applicant, statement statement of reasons for appeal and filing fees are required.)
02-D1'H ���
CASHIER RECEIPT NUMBER: T— J Foons\modff 08/21/23
MOD - WEEP SCREED PLANS BRANDON ARGRIt�GTS
DATE: 12/06/23
PROJECT: ROTRWEILER RESIDENCE
ADDRESS: 2812 OCEAN BLVD.
CORONA DF1 MAR, CA 92625
MOD REQUEST - FIRST LEVEL FLOOR PLAN
1" - W-O"
r/--� MOD REQUEST - BASEMENT LEVEL FLOOR PLAN
/
BRAN DON IIIILr1; I ",, iI �,rr, .,.
MOD— WEEP SCREED 6/AD-2. l/ BRANDON ARCHITECTS
DATE: 12/06/23
PROJECT: ROTHWFII. FIR RESIDENCE
ADDRESS: 2812 OCEAN BLVD.
CORONA DEL MAR, CA 92625
FLASHING NOTE: REF. MATERIAL
SCHEDULE ON A/AA FOR FLASHING NOTES
INTERIOR FINISH GYPSUM BOARD
PLYWOOD SHT'G
BITUTHENE (OR EQUIV.)
- 18" ABV. T.O.S. (CONTINUOUS 24")
COPPER/SS FLASHING OVER BITUTHENE
(OR EQUIV.)
W ABV. T.O.S. (CONTINUOUS 12")
EXT. FINISH PER PLANS
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 R703.7.2.1 FOR STUCCO FINISH
LINE OF FINISH GRADE (AS OCCURS)
COPPER/SS FLASHING OVER
BITUTHENE (OR EQUIV.)
6" BELOW T.O.S. (CONTINUOUS 12")
LINE OF CONCRETE SLAB OR
PAVED AREA (AS OCCURS)
CONCRETE FOUNDATION
NOTE: ALL METAL FLASHING AND WEEP SCREED TO BE OF A SIMILAR TYPE TO AVOID GALVANIC CORROSION
WEEP SCREED DR.
6 3"-V
BRANDON NiCIIITL( IS I l?I F_ 1...... l), ts,in r,_/_t ih, � 1 u2�_n -N -.J ja.m
MOD - WEEP SCREED-1 21AD-2. 0
DATE: 12/C6/23
PROJECT: ROTHWEII FR RESIDENCE
ADDRESS: 2812 OCEAN BLVD.
CORONA DEL MAR, CA 9262b
NOTE:
1. ALL METAL FLASHING AND WEEP SCREED TO BE OF A SIMILAR TYPE TO AVOID GALVANIC CORROSION
2. REF. MATERIAL SCHEDULE ON A/A-4.0 FOR FLASHING NOTES
3. WATERPROOFING, DAMPROOFING, AND DRAINAGE TO BE PROVIDED AND INSTALLED PER R405 & R406
EXTERIOR
PLYWOOD SHT'G. PER STRUCT. AND EXT. FINISH MFGR.
BITUTHENE (OR EQUIV.) - MIN. 18"ABV. T.O.0
(MIN. CONTINUOUS 24")
EXT. FINISH PER PLANS
COPPER/S.S. FLASHING OVER BITUTHENE m
(OR EQUIV.) MIN. 6" ABV. T.O.C.
I
CORROSION RESISTANT FLASHING PER R703,
MIN. 26 GAUGE GALVANIZED W/. 3-1/2" FLANGE
SLOPE PER CIVIL
CONTINUOUS WATERPROOF
MEMBRANE OVER TOP OF BASEME
WALL AND 24" UP EXTERIOR WALL
BASEMENT CONCRETE WALL PER STRUCT. -
DRAINAGE MAT PER WATERPROOFING MFGR.
2 BASEMENT WALL WEEP SCREED
i 1/2" - V-O"
INTERIOR
INTERIOR FINISH PER PLAN,
VERIFY W/. I.D. & OWNER
BRANDON ARCHITECTS
AIR -PERMEABLE INSULATION PER PLANS
2" SPRAYED AIR -IMPERMEABLE INSULATION AS
OCCUR PER EXT. WALL DETAIL
FLOOR FINISH PER PLAN, VERIFY W/. I.D. & OWNER
1 -1/8" SHIED. PER STRUCT.
o a .1
1/2" AIR
CONNECTION PER STRUCT.
INTERIOR FINISHES PER PLAN, VERIFY W/. I.O. & OWNER
R-13 BATT INSULATION Q CONDITIONED SPACES
INTERIOR FINISHES PER PLAN, VERIFY W/. I.D. & OWNER
BRANDON.fir 1111_. I S I I, ,.I,.„ , 'n_ , -4 4010