HomeMy WebLinkAboutXR2022-2325 - Alternative Material & Methods��EWRr CITY OF NEWPORT BEACH
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COMMUNITY DEVELOPMENT DEPARTMENT
u ) 1 BUILDING DIVISION
�P 100 Civic Center Drive I P.O. Box 1768 I Newport Beach, CA 92658-8915
°g4FOaN www.newoortbeachca.gov i (949) 644-3200
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CASE NO.: p - Inm o-d
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FOR STAFF USE 0* m r'-
REgUEST FOR MODIFICATION TO PROVISIONS p''
OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE) Plan Check # .`) -2/ # of Storied
OF THE NEWPORT BEACH MUNICIPAL CODE Occupancy Classification
(Bee Reverse for Basis for Approval) (Fee ®yg4) Use of Building art # of Units %
+291 Project Status
II Construction Type lT"�
® REQUEST FOR ALTERNATE MATERIAL
^00Q
OR METHOD OF CONSTRUCTION Verified by )!
(See Reverse for Basis for Approval) (Fee � No. of Items
Fee due d; � Q 9-
For above requests, complete Sections 1, 2 & 3 DISTRIBUTION:
below by printing in ink or typing. ❑ Owner ❑ Plan Check
Petitioner ❑ Inspector
Fire ❑ Other
TJ JOB ADDRESS:
PETITIONER ADDRESS:
SITE ADDRESS: 2515 Blue Water Drive
Petitioner Christopher Brandon
Owner Samaan Kishek
(Petitioner to be architect or engineer)
Address 2515 Blue Water Drive
Address 151 KALMUS DR, STE G-1
Corona Del Mar CA zip 92625
COSTA MESA, CA Zip 92626
Daytime Phone ( )
Daytime Phone ( 714 ) 754 4040
2 REQUEST: Submit pIans if necessa
to illustrate re uest. Additional sheets or data ma be attached.
. WEEP SCREEDNVATERPROOFING METHOD
FOR EXTERIOR WALLS PER DETAIL 6/AD-1. APPLICATION OF A
CONTINUOUS WATERPROOFING MEMBRANE 6"ABOVE SILL & 6" BELOW F.S/F.G. PLUS A PROTECTIVE LAYER OF
COPPER/OR STAINLESS STEEL
3 USTIFICATION/FINDINGS OF EQUIVALENCY:
CODE SECTIONS:
R703.7.2.1/2512.1.2
CODE MIN. FOR EXTERIOR WEEP SCREED HEIGHTS IS IMPRACTICAL FOR
CONDITIONS NEAR EXTERIOR DOOR OPENINGS. CODE IS ATTEMPTING TO WATERPROOF & PROTECT
STRUCTURAL. FRAMING FROM WATER INTRUSION. PROPOSED DETAIL IS AN OFTEN APPLIED REAL -WORLD SOLUTION
TH6J INCLUDES WATE19PROQEING IN EXCESS OF THE QODE MINIMUMS IN AN E FORT TO PROTECT AGAINST WATER
INTRUSION AND POTENTIAL FUTURE HARDSCAPE IMPROVEMENTS THAT WOULD BE NON -COMPLIANT
Petitioner's Positien ARIHITF(,T
Signature CA Professional Lic. # C-21637 Date
FOR STAFF USE ONLY
DEPARTMENT ACTION: In accordance with: )YGBC 104.11/CFC 104.9 ❑ CBC 104.10/CFC 104.8
(Alternate materials & methods) (CBC Modification)
❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached
— BY Date
Request (DOES-- ).lessen fie BY:
any requirements.
]Request (DOES)YIIOES 2-Ti-lessen the structural integrity
The Request is Granted ❑ Denied (See reverse for
❑ Granted (Ratification required) appeal information)
Conditions of Approval:
Signature ":= �� CHIEF BulI.OING Of
Position Date
Print Name l�1.1�'L"THdi-r
APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse)
(Signature, statement of owner or appl�ynt�sta. ment of reasons appeal fling fees are required.) ,`
O f
CASHIER RECEIPT NUMBER: I� L ✓ Formstmodif oe/os/20 X d y'y Z;xs�
FLASHING NOTE: REF.
MATERIAL SCHEDULE ON
A/A-4 FOR FLASHING NOTES
INTERIOR FINISH
GYPSUM BOARD
PLYWOOD SHT'G.
BITUTHENE (OR EQUIV.)
- 18" ABV. T.O.S. (CONTINUOUS 24")
COPPER FLASHING OVER
BITUTHENE (OR EQUIV.)
6" ABV. T.O.S. (CONTINUOUS 12")
EXT. FINISH PER PLANS
P.T.D.F. SILL PLT.
COPPER WEEP SCREED
LINE OF FINISH GRADE
(AS OCCURS)
COPPER FLASHING OVER
BITUTHENE (OR EQUIV.)
6" BELOW T.O.S. (CONTINUOUS 12")
LINE OF CONCRETE
SLAB OR PAVED AREA
(AS OCCURS)
CONCRETE FOUNDATION
6 I WEEP SCREED DETAIL
N.T.S.