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HomeMy WebLinkAboutXR2024-1015 - Alternative Material & MethodsxP20zZ1 - �o�s CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 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 $291) N REQUEST FOR ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION (See Reverse for Basis for Approval) (Fee $306) ❑ 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: 8 Cherry Hills Lane Owner 8 Cherry Hills, LLC Address 23986 Aliso Creek Road, Suite #112 Laguna Niguel, CA zip 92677 Daytime Phone ( 888) 463-2111 RECEIVED By COMMUNITY DEVELOPMENT MAY 15 2024 CITY OF NEWPORT BEACH FOR STAFF USE ONLY Plan Check # C 1' b- o 0 # of Stories '> Occupancy Classification A. / v Use of Building SZ A # of Units / Project Status i, psi pca v &H(U[ Construction Type 1/1�1 _ Verified by 97- No. of Items Fee due 3 G DISTRIBUTION: ❑ Owner Plan Check E 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 20REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached. 11 Altarnativa wean crrPPd/waternroofino method for exterior walls Der detail 19/a6.0 3 USTIFICATION/FINDINGS OF EQUIVALENCY: I CODE SECTIONS: 11 We are providing continuous flashing over bituthene in order to I R317.1 / R7n3. . 1 protect the framing and structure in case of flooding or wet conditions; Proposed detail is an often a lied, 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 benon-compliant n Position Architect Petitioner's Signature CA Professional Lic. # C-29374 Date 14 May 2024 FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with. CBC 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 OES NO lessen any fire protection requirements. ;Request (DOE OES T) lessen the structural integrity The Request is Granted ❑ Denied (See reverse for ❑ Granted (Ratification required) appeal information) Conditions of Approval: nat�e Sig ` - PositiorCHIEF RUII.DING OFFICIAL Date 05 - Zp—Zoa Print Name j 7JEe I tf✓Yr 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: REC W 62 ^ Z')Zq Forms\modif 12/17/19 *EXTEND BITUTHENE + ABOVE SLAB AND 8" BELOW CONTINUOUS COPPER FLASHING OVER BITUTHENE SELF —ADHERED WATERPROOFING; 10" ABOVE SILL & 8" BELOW F.F. (18" CONTINUOUS) /2" MIN. TO 2%, WEEP SCREED 1 4 a 19I ias ing at pav SCALE: 1-1/2" — 1'-0" a INTERIOR A... I � e.. EXTERIOR SIDING OVER TYVEK BUILDING WRAP OVER }" A.P.A. RATED PLYWOOD SHEATHING; SEE EXTERIOR ELEVATOINS 2x6 FRAMING, TYPICAL 5/8" GYP. BD., TYP. THROUGHOUT WEEP SCREED; 3-1/2" MIN. VERTICAL FLANGE 1" MIN. FROM BUILDING SLAB TO CONCRETE SLAB AT EXTERIOR USE THIS DETAIL FOR PROTECTION OF FRAMING AT AREAS WITH LESS THAN 3" CLEARANCE TO PAVED AREAS (ALTERNATE METHOD OF CONSTRUCTION APPLIED FOR THROUGH CITY OF N.B. BUILDING DEPARTMENT); SEE SHEET AO.5 FC CITY OF N.B. APPROVAL as less inan ,f0-,ll -- 31ONV .S -------- - - � a I c 0 0 U � / Z�l b�L 3dOlS 0 ro co 0 Z I N 2¢2 y_ � N <w� Q W- = w w U f txr < h - Ll 0• V 1 .fy I 1 iJ7 M i N 1� I �n �aN�.z X =OZ L-t — I CX5 s N 63*26'54" E 105.44' s s 4'-Y Y 11 y Y 2• J' Y ) Z 4-I} 2T' ♦Zl Y-}•--/ T-O}• 9•_I• 3 21 n. G91 'lUY � 2 u 0 O almo 2L _ I 21f MMAI 'I ) }5� f 6 14 I6 " \ WPlan $L5 I weltH IUI II 16 me 1, ////'���\ 1 _ lst 1/4-p-0 T } ; CIOa1t [I o _ 0. �� II II bedroom = cherry hills 1 d � 1 ppyy��{{t11I51 06 ` * °) tl sees} 1 Y - - 5 - 1 ,' JI ! residence i.., I 9 o 1 tar k 6'-C ux y k s. neI beach. alHOmle in tr a.� Iin11 _ } _ - 1 N I 92660 'n S - - m : _ _________ _ ___I__________ __ z o z " CD Y . — d._9. project area analysis 8,711 S.Q lot area 9 i� Ptje \� 5,655 s.f.�buildable lot area I I �T' '051NiSETBACK 50%lot coverage x8,711= 4,355 s.f. allowable lot coverage Can 5 MAC p project area analysis Csa " 19' 20'0.a m vXwlav uwE �' „ \ 2,900 s.f. basement (livabvable) e) ', i=e .— s-r an. —r _ 2.810 s.f. 1st floor (livable) r = notation Idle poll basin \ + 2,610 s.i. 2nd floor (livable) W�w..�W \ 6,854 s.f. total livable cl0[el 5 J - 670 s.f. 3 car garage iI I } Y sa e ZB �u'' T t T.lain shelf ell 25' r Is m 6 2s pool p 32 m I _ a r aB s'-J• }0-�' m ug rws GErAa Ar ul JJ \ ♦ W _ -'F- ,-I- PANG AAEA9 WTX ,Ess Ili. ,6 GIs T s s x a P.0.J_�I rr., rm. a a} �� I SEE SHEET A1.1 FOR DRAWING NOTES II C I f�2G'G.a PII'ui� ._..._..-.. 1 r Oss}� y 'Y= _ 2'�, 6 e � b�Ui.- ,,_). - 1 e 10 Z2 .. 1 �3W 29 11 � ICI � ICI __ � Azz x zl'a 1. 1 yam. 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IHiXKeMT; - i /�/�,!� A}, lO 23996 allsP week road, sunet112 aruYNCE wa°Gw so¢mLE. 91EEi Aa1 III nlguel, Worse 92BA / 1 1st floor plan 800.463.2111 l arwwcc o0en mXnu[. 1 / /. �. �/� / i Ale stub I/! ",'- SHET o I �'I aEEr AcO ��� i 'i �i: �/; i i �_ I