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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 _ (,p7�F2/G�er �4; C7� ZOZ� 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