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Home My WebLink AboutX2019-2202 - Alternative Material & Methodsr jP fir CITY OF NEWPORT BEACH ve�ti t � � COMMUNITY DEVELOPMENT DEPARTMENT n� BUILDING DIVISION ❑ Fire 100 Civic Center Drive i P.O. Box 1768 i Newport Beach, CA 92658-8915 www.new0onbeachca.gov 1(949) 6443200 CASE NO.: ❑ REQUEST FOR MODIFICATION TO PROVISIONS OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE) OF THE NEWPORT BEACH MUNICIPAL CODE �/1Sea Reverse for Basis for Approval) (Fee $294) (� REQUEST FOR ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION (See Reverse for Basis for Approval) (Fee $294) ❑ REQUEST FOR EXEMPTION FROM DISABLED ACCESS DUE TO PHYSICAL OR LEGAL, CONSTRAINT (Fee $1,637) (Ratification by the Board of Appeals will be required.) For above requests, complete Sections 1, 2 & 3 below by Adndng in ink or typing. JOB ADDRESS: SITE ADDRESS: 24 Tideline Bluff Owner Michael La Fever Address 24 Tideline Bluff NNe=ort Beach Zip 926579 F Daytime Phone ( ) 945R -1 -.;nn W FOR Plan Check # 'AZoe01.2 7- 2.4 `9 ide-ivie B! Lt4 USE ONLY Use of Building SD # of Units Project Status 04n Construction Type Verified by No. of items Fee due 21 DISTRIBUTION: ❑ Owner ❑ Plan Check ❑ Petitioner ❑ Inspector ❑ Fire ❑ Other Pefitioner Eric Trabert (Petltlonerro be architect orengfined Address 9521 Irvine Center Drive Irvine Zip 92618 Daytime Phone ( ) 9-961-9944 to keen the CGgsr, Zf-Vk'2.r Petitioner's Position Signature_ CA Professional Lia # Date FOR STAFF USE ONLY 7-29-19 DEPARTMENTACTION: In accordance with: ❑ CBC 104.7 VCFC 104.9 ❑ CBC 104.101CFC 104.8 (Alternate materials & methods) (CBC Modification) ❑ Conct nence from Fire Code Official is required. ❑ Approved []Disapproved ❑ Written Comments Attached By: Date ❑ Request (DOES) (DOES NOT) lessen any its protection requirements. ❑ Request (DOES) (DOES NOT) lessen the structural integrity i ne Kequesr is Granted ❑ Denied (See reverse for ❑ Granted (Ratification required) appeal Information) APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse) (Signature, statement of owner�rJapplicant, statement of reasons for appeal and filing fees are required.) CASHIER RECEIPT NUMBER: V� "� �� FamMmodd 09/21/18 111-211 VERIFY EXISTING I DL ---------' L---- --a I I z N X Lu JOINTS SHALL OVERLAP VERIFY z BY 6-INGHE5 AND SHALL I BE SEALED OR TAPED. -:ID EDGE5 SHALL EXTEND UP LIJ THE MAXIMUM DIMEN510N g O POSSIBLE AND SHALL BE K ATTAGHED AND SEALED I DI � TO THE EXISTING I - -' GONGRETE z N X Lu VERIFY I EXISTING � I J �-- SII W II II I - IIII IIII IIII DI L1 II! z N X Lu JOINTS SHALL OVERLAP BY 6-INGHE5 AND SHALL BE SEALED OR TAPED. E06E5 SHALL EXTEND UP THE MAXIMUM DIMEN51ON POSSIBLE AND SHALL BE ATTAGHED AND SEALED TO THE - - — - EXISTING GONGRETE z -n IV W Z II °- it m f A(r) fn J Lt- ---- F2.41 .4 1'7'-0" X 4'=0" BI -FOLD DOOR 2.4 TEHOERED GLA-% U-FAGT 0.32 ! 54GG 030 Ar 'F- I y =4). FIXED H16H WINDOW - — - U -FACTOR 032 5160 030 PROVIDE 8 li INSULATIONN AT AT DI DECK ROOF �' ' R-&INALTICN 2.5 IN �',✓ ��- '��"� I 1 � I t 4'-0° X 2'-O" FIXED HIGH WINDOW F / _ — _ U -FACTOR 032 M / "fi. 5H6G 030 2b n 1.1 1.5 I -1 .� ILII b II R-19 INSULATION ' -----,. 1�---- - �y-------��lr----- IN NEW WALLS A 10'-O" I._4.. I._8.. 2.7 EXI5TIN6 SLAB NOTE: JOINTS SHALL OVERLAP BY 6-INGHE5 AND SHALL BE 5EALED OR TAPED.EDGE5 SHALL EXTEND WP THE MAXIMWM DIMENSION POSSIBLE AND SHALL BE ATTACHED AND SEALED TO THE EXISTING GONGRETE ° F.�, C,ONGRETE SLAB PER 5TRWGTURAL PLANS 15 -MIL VAPOR BARRIER PER ASTM E1145 a °. a d .. .. '. a a d EXISTING SLAB Company: Address: Contact: Phone: ESI/FME. Inc. Structural Engineers 1800 E. 18th Street, Unit B Santa Ana, CA. 92701 ERIC TRABERT & ASSOCIATES 9521 Irvine Center Drive Irvine, CA 92618 Elizabeth Innes 949-861-2244 FAX: I] Phone Conversation ❑ Field Meeting Date: 8/2/2019 Sheet 1 of 1 Project ESI/FME Job No.: E.O.R. By: Farhad Lafever Residen 24 Tideline Bluff PH: Q14) 895-2800 / FSX 28&2819 ❑ Mewing @ Client ❑ In -House Meeting ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION Please see Sheet S1 plan reduction below showing alternate solution for providing a capillary break at the existing patio slab (converted to living area). See architectural for additional information. Sheet S1 Reduction: -------- -- I I I EX. SLAB ON GRADP. e;a-,nNI P/\.Iltl TO IF CONVFRILD TO I LIVING A5 -"FA F 1 I I I J PROVIDE 16 MIL. OVER EXISTING SLAB AND ADD CONCRETE TOPPING AS NE£D£D TO LEVEL WITH 6x6 O10x10 MESH. !JOINTS SHALL OVERLAP BY 6" AND SHALL BE SEALEP OR TAPED. EDGI=B SHALL EXTEND UP THE MAXIMUM DIMENSION POSSIBLE AND SHALL BE ATTACHED AND SEALED TO THE EXISTING CONCRETE.) 36i3AQ JOINT5 SHALL OVERLAP BY 6-INGHE5 AND SHALL BE SEALED OR TAPED.ED6E5 SHALL EXTEND UP THE MAXIMUM DIMENSION POSSIBLE AND SHALL BE ATTACHED AND SEALED TO THE EXISTING GONGRETE V L Z n t � LL 2S O II' II II �j E E Ih J ALJJAPLJ=,L 2.4Il'-O" X 49'=0" BI -FOLD DOOR TEMOERED GLA -%U -FACT 0.32 / SHGC 0.90 XZ-O"D HIGH WINDOWTOR 032 0.30PROVIDE R-50 INSULATION AT DECK ROOF -19 INSULATIONN NEW WALL5xl n,l` I l i I 14'-O" X 2'-0" FIXED HIGH WINDOW hl L 3 U -FACTOR 0.32 SHGG 0.30 I 11� i /- III II; LI L5 R-19 INSULATION n ----- IN NEW WALLS fl----- ------i 2.4 2.5 2.6 2.7 W-21, VERIFY EXISTING -- I r --r° JOINTS SHALL OVERLAP VERIFY BY 6-INGHE5 AND SHALL EXISTING BE SEALED OR TAPED. __ EDGES SHALL EXTEND UP THE MAXIMUM DIMENSION g P05SIBLE AND SHALL BE ATTACHED AND SEALED DI LI TO THE EXI5TIN5 i GONGRETE l r --r° r VERIFY EXISTING __ LI F - LLJ - - 8 illi DI U EXISTING SLAB AEIM� NOTE: JOINT5 5HALL OVERLAP BY 6-INCHE5 AND SHALL BE SEALED OR TAPED.EDGE5 SHALL CONCRETE SLAB PER EXTEND UP THE MAXIMUM DIMEN51ON P055113LE�5TRUCTURAL PLAN5 AND SHALL BE ATTACHED AND 5EALED TO THE EXISTING CONCRETE I5 -MIL VAPOR BARRIER PER ASTM E1745 da .e. a. . c e d. a :a. EXISTING SLAB Date: 8/2/2019 Sheet 1 of 1 Project ESI/FME Job No.: E.O.R. By: Farhad Manshadi Lafever Residen 24 Tideline Bluff PH: (714) 835.23881 Fm[ 28&2819 I_ _. 21 Phone Conversation ❑ Field Meeting ❑ Meeting 0 C11ent ❑ In•House Meeting ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION Please see Sheet S1 plan reduction below showing alternate solution for providing a capillary break at the existing patio slab (converted to living area). See architectural for additional information. Sheet S1 Reduction: snI � A I I I I 1 2s L47 sDI I I P1 I I We SLAB ON GRADE. o� PR Zip SLAB A k::PifrlN: i. I AS NEEI Pf TH:i Tr) I 1 NOxlmr C;0h!V 1'1Ll TC? I rdolnlTs SHALL E LI\/IfdG .ARFA EDGES TO s MIL. OVER EXISTING ADD CONCRETE TOPPING TO LEVEL WITH 6x6 41-1- OVERLAP BY 6" AND c 3&340 ESUFM Inc. Structural Engineers 1800 E. 16th Street, Unit B Santa Ana, CA. 92701 Company: ERIC TRABERT & ASSOCIATES Address: 9521 Irvine Center Drive Irvine, CA 92618 Contact: Elizabeth Innes Phone: 949-861-2244 FAX: Date: 8/2/2019 Sheet 1 of 1 Project ESI/FME Job No.: E.O.R. By: Farhad Manshadi Lafever Residen 24 Tideline Bluff PH: (714) 835.23881 Fm[ 28&2819 I_ _. 21 Phone Conversation ❑ Field Meeting ❑ Meeting 0 C11ent ❑ In•House Meeting ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION Please see Sheet S1 plan reduction below showing alternate solution for providing a capillary break at the existing patio slab (converted to living area). See architectural for additional information. Sheet S1 Reduction: snI � A I I I I 1 2s L47 sDI I I P1 I I We SLAB ON GRADE. o� PR Zip SLAB A k::PifrlN: i. I AS NEEI Pf TH:i Tr) I 1 NOxlmr C;0h!V 1'1Ll TC? I rdolnlTs SHALL E LI\/IfdG .ARFA EDGES TO s MIL. OVER EXISTING ADD CONCRETE TOPPING TO LEVEL WITH 6x6 41-1- OVERLAP BY 6" AND c 3&340