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HomeMy WebLinkAboutXR2022-2134 - Alternative Material & MethodsPaRr CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT u • > S{ BUILDING DIVISION e' 'e 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 8915 r v g4r:gaN�° www.newoortbeachca.gov 1(949) 6443200 n e: CASE NO.: go ❑ REQUEST FOR MODIFICATION TO PROVISIONSI FOR STAFF USE ONLY n _ � /� 6 # W,? If/L of Stories OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE)heck OF THE NEWPORT BEACH MUNICIPAL CODE ancy Classification _a (See Reverse for Basis for Approval) (Fee $297) Building .S # of Units Status �y REQUEST FOR ALTERNATE MATERIAL ction Type I Z� �y OR METHOD OF CONSTRUCTION by L (See Reverse for Basis for Approval) (Fee! items eFor above requests, complete Sections 9, 2 & 3RIBUTION: Owner �] Plan Check 'Z below by printing In Ink or typing. !42 Petitioner ❑ Inspector ire ❑ Other JOB ADDRESS: ETITIONER: SITE ADDRESS: �?' S 10 ' i ��+1 Petitioner g 01A07-CA —I G(-WTrC; Owner (Pellao •fo baarnhlfecf Oren Inead 2622 G lAP'V`I Address (0 2 $lIO1J Y AY MFIW ot�(-T 0-..A-C4+ zip`fPcv,57 Address —TUstlt-( C.Q, zip az78v Daytime Phone (Z(0) 3 (--Z - 357, f Daytime Phone (% O O C NE Email: Y/Itt' 14 2 REQUEST Alternate screed detail to comp) with R703.7.2.1 CRC intent: Provide Bituthene SS" above and 6" below top of slab against wood framed wall followed by continuous sheet copper/stainless steel over Bituthene sheet flashing which will be 6" above top of slab continuing 6"below top of slab. The corrosive - resistant weep screed, will be min. 26 ga. With 3-1/3" attached flange per R703.3 CRC for stucco finish. All .meal flashing and screed shall be similar metals. Per attached Detail "E". USTIFICATION/FINDINGS OF EQUIVALENCY: CODE SECTIONS: W E 13 FLA t f —nAxv r Lc>F 44 r-( Kt j,;ET 71+£ t,H.'( d= t7 2, I 'cs�oJ� PDs L 0000 _9 0ALjL MANLj ntctvl�o wZN l�rt?-il Ti44c1 f•e c, wet4'eF.a ernu0 — �.�w f� '(ia -[m wrCCzlL, lu sacrwt . 'W,6, 40J,— Lty4o, tyrf6tlk. E'r rtS fG e Position Aalc c-T Petitioner's (8y Signature CA Professional Lic. # IJ Dole: f ifJ�(.�3 FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: YCBC 704.11/CFC 104.9 ❑CSC 704.70/CFC 1048 (Alternate materials & methods) (CBC Modification) ❑ Concurrence from Fire Code Official is required. ❑ Approved ❑Disapproved ❑Written Comments Attached _ By: Date .Request (DOE (00 SiJ6?T.i essen any flm protection requirements. Request (DOES) OESNOT) I seen the structural integrity The Request is: .'"Granted ❑ Denied (See reverse for appeal Information) ❑ Granted (Ra0cation required) Conditions of Approval: c— �--�=- Signature —`-.---� Position �FIIFF RI. I�i. f;iNG rlf i-ICIPte t7Z"i7Z �'2,3 Print Name �S n 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 am required-) CASHIER RECEIPT NUMBER: -��— ��� �� t Z©�mFoZodif 07/08/22 VAI A s s o c i a t e s I n c o r p 0 r a t e d ARCHITECTS — PLANNER — DEVELOPMENT SERVICES To: City of Newport Beach Building Engineer official From: Gus Orozco, architect Date: Jan 23, 2023 RE: Request for (MOD) Alternate method of construction 62 Sidney Bay Newport Coast, Calif. We are currently in plan check (PC 2022-1969) and have been asked to submit this "MOD" regarding our proposed installation of Big Andersen flush bottom rail doors and adjacent doors that technically do not comply with section R703.7.2.1 CRC and the Newport Beach minimum construction requirements. We believe that we can meet the intent of the code, as we proposed. The doors are manufactured with built-in track drainage and will be located completely below a covered patio to address water intrusion. (Please see the attached floor plan and details G, and E.) The adjacent walls will be flashed per detail E to achieve the water intrusion protection, as intended by the code. Regards, Gus Orozco Architect (714) 393 0303 2 5 s R o a d, '. i f o r n i a 3 9 3 0 3 0 3 Q p a c b e 1 1 2 2 C h a m b e r T u s t i n C a l ( 7 1 4) V A I- A R C H 0,11 J 0 c� No. 18695 s xp.02-28-2 9rFOF CP,\Y 1/20/23 u i t e 1 0 0 9 2 7 8 0 . n e t o^ 1 LIMIT5 OF COVERED PATIO — — — — — ------------------------- T wr I COVERED PATIO IE G O 12'-9 /2" 121090 Slider Temp. (New) G E 12 12 m E COVERED PATIO of 1589051ider Temp. (New) j OOK 4 j m 1 FAMILY ROOM � a, po I _ I I — n sr `m Oo 1 a 1 � i r KITCNEN PROPOSED FIRST FLOOR PLAN Scale=3/16"-l'-0" 1/20/23 INTERIOR ° d ° ° a ° ° a ° N 0 m a ro ° ° z ° N ° ° ° ° d d° ° ° EXTERIOR: FRAMING PER PLAN STUCCO PER PLAN PLYWOOD SHEATHING BITUTHENE (OR EQ.) 18" ABV. T.O.S (24" CONTINUOUS) PRESERVATIVE -TREATED WOOD SILL PER AWPA U1 —COPPER/S.S. FLASHING OVER BITUTHENE (OR EQ.) 6" ABV.T.O.S (12" CONTINUOUS) —CORROSION-RESISTANT WEEP SCREED, MIN. 26 GA. SHEET GAGE WEEP SCREED W/MIN. 3-1/2" ATTACHED FLANGE PER R703.7.3 FOR STUCCO FINISH z n � j = -LINE OF FINISH GRADE WHERE OCCURS 9 3vi CONCRETE SLAS/PAVERS, PER PLAN 00 Wr ° ° a �\ NOTE: ALL METAL FLASHINGAND WEEP SCREED TO BE OF SIMILAR MATERIAL TO AVOID GALVANIC CORROSION 1/20/23 Weep screed detail at covered patio "0 " Drainage Rack I Patent N7,007,343 I Extenorldo of Jamb/Head Track I I Exterior I Gloss& girding. per specs I AWLS Sash with gaskets, Glass Stop,&Wheelheel Kit 4'perfootslope 1 (min required) begin at edge of Panel Panel Height Finishetl Floor to top of F.F. to bottom Track (CRITICAL) of your Header rvrLiHloom Packet ) Drtxmgal�ock Poit'nl N] WI.#1 The n D c (CRITICAL) I1 iy'flnlshetl Floor, Min. Slot Depth to bottom of Track Irom Finished Floor Grout fit supporting — Bottom Track and Hooding Customer supplied Drip Pan — I Interior fne of Jamb/Head Track ) Interior 1 I I i it 1 I I Story Pale Height System Height I System Height inducting Shim Space Finished Floor (R.G. Height) Ii.....zzzz"ziii' Nut provided by offiew i:e Width Isometric det ll Is rovided as a cutaway for liluskafve purposes N t as lieffiection1 c.ftrri dualtrack Interior conflpurafon. See plan details for true condition of bottom track. Unless otherwise specified default is a staggered bottom f—k If nil) tack k mnuirnd hack must be drainoae track. 1/20/23 Andersen Big door track drain detail (0/1