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HomeMy WebLinkAboutXR2023-1444 - Alternative Material & MethodsxV1zo2's- ) uyy CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT COMMUNITY DEVELOPMENT DEPARTMENT AUG 1 $ 2023 BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 CITY OF NEWPORT BEACH CASE NO.: on�= % ❑ 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) ❑X REQUEST FOR ALTERNATE MATERIAL (See METHOD OF CONSTRUCTION �� (See Reverse for Basis for Approval) (Fee 2�j 1 ❑ 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. FOR STAFF USE ONLY p Plan Check # of Stories 3 Occupancy Classification A-3 Use of Building%—# of Units Z Project Status tlA/D&� r>LAn/ 64 1f9A Ay — Construction Type V8 — SJer ✓e�4arz _77. Verified by No. of Items / Fee due ! � 9 6 . DISTRIBUTION: ❑ Owner jZ Plan Check, Petitioner Inspector Fire ❑ Other JOB ADDRESS: PETITIONER ADDRESS: SITE ADDRESS. 407 Heliotrope Avenue Petitioner Eric Aust (Architect) (Petitioner to be architect or engineer) Address 62 Balboa Coves Newport Beach, CA zip 92663 Daytime Phone (949) 637-5220 Owner JRC Real Estate Development Address 14930 Alondra Blvd. La Mirada, CA zip 90638 Daytime Phone ( 562 ) 623,9328 2 REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached. Alternative weep screed/waterproofingscreed/waterproofing method for exterior walls per detail 50/a6.2 Application of a continuous waterproofing membrane 10"above sill +107.00') and 8" below finish slab plus a protective layer of copper flashing submitted under plan check #2023-1312 3 USTIFICATION/FINDINGS OF EQUIVALENCY: CODE SECTIONS: I R31 7.1 We are providing continuous flashing over bituthene in order to protect the framing and structure in case of flooding or wet conditions; Proposed detail is an often applied, real -world solution that includes waterproofinq in excess of the building code minimums in an effort to protect against water intrusion and potential future hardsca e improvements that would be non -compliant n Position Architect Petitioner's j /I/ Signature G— N` CA Professional Lic. # C-29374 Date 17 August 2023 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 (DOE (DOES_ O lessen any fire protection requirements. j Request (DOES) 0 Sfol) ssen the structural integrity The Request is 00ranted ❑ Denied (See reverse for ❑ Granted (Ratification required) appeal information) Conditions of Approval: Signa�iure� -- Position CHIEF BUILDING OFFICIAL Date Print Name I •'rJ� E i /d-�-r 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: SEC � 0 (6076. 20Z3 FormMmodif 12/17/19 *EXTEND BITUTHENE +18" _\ EXTERIOR SIDING OVER TYVEK ABOVE SLAB AND 8" BUILDING WRAP OVER r A.P.A. BELOW RATED PLYWOOD SHEATHING; SEE EXTERIOR i INTERIOR EXTERIOR ELEVATOINS CONTINUOUS COPPER 2x6 FRAMING, TYPICAL FLASHING OVER BITUTHENE o SELF -ADHERED m F WATERPROOFING; 5/8" GYP. BD., TYP. THROUGHOUT 10" ABOVE SILL & 8" BELOW F.F. WEEP SCREED; 3-1/2" MIN. ((18" CONTINUOUS) VERTICAL FLANGE \2%� 1/2" MIN. TO 1" MIN. FROM BUILDING SLAB TO WEEP SCREED CONCRETE SLAB AT EXTERIOR a ° USE THIS DETAIL FOR PROTECTION a OF FRAMING AT AREAS WITH LESS — THAN 3" CLEARANCE TO PAVED _ o AREAS (ALTERNATE METHOD OF —III —III —I III III- CONSTRUCTION APPLIED FOR III —III —III= = d =III= = THROUGH CITY OF N.B. BUILDING DEPARTMENT); SEE DETAIL 58/A6.2 III —III —I a I as ing a pave areas iess inan awn 50 SCALE: 1-1 2" = 1'-O" XVzZoe3-1uuy drawing notes ❑I SIXIO 6' MGC OAX P.A NATUDD, P.Do G WN of LEI login PAPER 00LDER. PRUDE SUDK IAG 2l LANDSCAPE AREA REFUGEES LNIOSCAPE Mfl WNGS V ERAD NSULATW GENERAL NOTES FgHM (UN V0.C. MIST); PRUDE 6- PAINT GREW WADED 12 f105E1 CWGAWiING Mn:N 10 E 5[IE[1CU (pPrLTAAE 10 µL fLIXA6, WALLS i MAG5 AN Ti PA[ Q 6ASC TAWIN[Vt 3! AE.1; PANT GLEN WHIR ( / l SICNE/1lE fLW'91R ORrtR N IDF[i TIE 13 Y' ItPF-X GYP. W. AT A. MW EIIG Of GARAGE; 2a ❑ [[NIIXUPJS SILK 4Y Nlp LARMAL XM%1 NIMetAM1 M TIl ( REP. T UP 3S/A5.I: eWs1PoMi ro Asm 2GG! sCAL LOAD HCMi. LOAD Al i0i 6 RPY 1. MMOND EM SHE LL YALAND HE S R PAIN WALL ANT A BEMffX n4 ROCW AND THE T)PARWI WNL 2 All AHEIAAMMS WIO 5[NO-RAIF➢ PAAnnWb Ci RI FPQtY fREsx AT cCt10RR SLM ASS-NT 91µL 6E sG1E0 Wlm AlPFOYED fE Q CANOE fIBISIS; oXNEv ro 41Ecn gACI s1YvE, 0 HEAl-N-YD'NEQCW' INACq, wRE[n 1qn GAS %APLAU UNIX Rf9ugi Ynuxi gin, CTo ANO iB61 (GLEN 14 STAB GM An SXOAR OVER NOl Y'uWEO fgpNXG; POPE ipMROS fROHt E0A Ulf 9WDH Pon OAAYUGE 41RESGAEEN EAIXR: "T TPWGN WALL iO SDE WALL 1ERYINATW CAP. U.L 1127. LISTED UIRECT'hM GAS APNN CE INER-YU 3 µL PoPn NN➢UIT, OUCI$ PLNB TYPES AND APPLIANI LOCATED IN MC somasAS'pIWES SHALL BE IgMAR9 I Q PNHRO'A4]0 BFNW AT YLLWIX; PRUDE MOM GISiM, NLL HEIGHT XANRN VOTE ANHRpINU SEE SIR. PI O %ILLOIXG CCNSIAVCMW BY NEARS 0i RESIfAi SEER$ cUSHPJNS Wm FORT SE ECRD BY aWR Q GUlTfX WWN'HXIl: RERREXCE QALNC A DRAINAGE Puu IN Ylwxuu yr THIN APrANEO Rr9lFHT MATERIAL I] SUB c0A1Rx1(1P. MMER ro SCIf[i y9 A110 N[E ,6 DOIN MASY]LD a E%nRNN ODMS lO A M. pE !' ® 60NE& VFNn-fAF lA' gRMCR FMflAR (ER-2],6 REPW WRX 3V AANNUSAN V SINRIE BURNER AIRS VENT-fAF GAS jar. Ca5 %PMG NEED N]t BC ISLYAT➢) A YFiAL vfxnLAVW AND CDATIGNED AAi 0LCT5 LCGRD PRaFlLC n Eigi SIAET/NLEY To AWM PRDTE[T DURENG CCNSIRJCION LED SET INNS MELD) SECURED To BASE OL Faill; CUSTGY 4%RHD A'MaR lEs SIPI A UNED. S IN(Ru fIOFR INLUNXI SHAI SE AUGUYED IN AV © IIMn ACRAH[F SECT PI.O i0R FWNBNG SNIXO AWRmM N A Ti lY EEttAiD mE %A q%n, A PHANA SGNFLYIIE RATERSE iB ECIXPNEXI: AERAENLE SV6Er %.0 fDA EWWYFNL SCHF➢L1E 2] HIM UR AEYPAN; PFONCf XFW SIU40 M. AT A% L o PPS CR DUC15 T RTA A E PLANE T E FICA T- LCN IINIi PASSES THE pV# [E THE FL2R-I Q PRUDE 5/B' 1WE-% G1P. � AL CEWHG µN YALIS An 19 NIXEIGXI WµLS XLIH ltl£ PkR 1/2' L£WNi BACX@ RASED NGGE P G kaai INSIDE PAGE TI WTN NYJ3 FIWSX 1041. pS¢YAY WmIN A WALL VNEME AREA A STNRC 1 k Al ALL s1YlM0 ANUS (NLL NEW; PRDDOE TET) al PER ® r L. AND NLL IIRL AUW BA15 Al NL WIERILP ❑B SWO HALX9T S1PA TRENDS Ill SnNNEO FlNL91 PUN SCR aHAWK0 MADE WTHIX SIDNER: PRUDE NET TAP AT PAN, BENCH A UP WALLS +18' WALL Ir WALL AND RNHG fAAIAHG, M. MAWfJIWI (L0N VO.C. iINSQ N WATCH RATE A.. DUAL N/AG.; ® 4Y NIGH GLASS WARSAW 31e MIH. LUNIAM. RLPpN ® EWE s%Eriorn Orr EGGS BY Emon; uxAX SEPARATE PERI IRAYELESS GAss GUAR[RNL WITH STAINLESS STEEL L[[ ❑B as EOANL AT AT 1Y' OUR SnNR LAUD; WAYL 30/A&I SEE Df1Al 19/A&2 OE.2 Q 1/2' IH(. EA.WFLFs$ TEMP.SnAAPXWC qAL SHEATTY OW ID nOAL BAD, PRIME SUDAZIND Q p]NAETE SAS M MOE PABC WM UGHT ACID PWIL; 3WE ® Mpapon 9EAEA' BU IL Wm GNd 0. DNY 7MWA05 AWAY {RN SITRUCNA AA MANG a DAMAGE PIAX 31 5/6 TYPI GYP. W, 0/ RMMT NAM Al is' AC M ME NEW 6 WALL Mo 5/ a Ill UP NL. M OTHER (1-1i \ E \ EXISTING 2 STORY HOUSE ��. at � 3 project area analysis wall legend 4,720 s.f. lot area L4 FRAYING AT la' AY, W/ R-15 BATT - - NURU cN THRw¢IwT, 5/a Gr. m. 3,332 s.f. buildable lot area 2,6 fAAYWC An 16' nc W/ A-21 6AR __ 1.5 X 3,332=4,998 III allowable I¢wLATCH DIRCUM00I: 5/a' GYP BD. I STOP RAM INTERIM PAAAMM: 5/8' TAI GF. M AT BOTH 50 M. 8100 project area analysis OUN GIAZEO WwwG PIP mAOucnwT: Tst floor plan 1,331 s.f. let floor - UNIT'A' (livable) REFERENCE an "SETH E' FEET A5.1 395 1111 floor - UNIT'B' (livable) m 1,120 s.f. 2nd floor - UNIT'A' livable) sagge,, Rs DDDA s°rtnnE. A 1,258 s.f.2nd floor - UNIT S'(livable heliotrope + 284 s.f. 3rd floor • UNIT'B' (livable) duplex 4 478111 total livable D.m ss. -men 407 heliWape avenue 249111 garage - UNIT'A' corona dal mar. Mlaornia 2301 garage - UNITS' W625 4,957111 total floor area Y-Oj' 1n' 7g-9' « 2Y-5' 12'-7- IS-4- 15'-1Dj' 16' 16'-6 2 f --8)' Y-1)' < 10'_3j a_I a_5 4-1 6-B 8-8 2--0 12-fi) -2) 3 2 2 2_6 f- S_5) ]_11) O n 27 .mace r 15 mwN .a ® 30 N� t. OOwN r --� mac _ 6-4 �_R ill an 15 - N fir #I' III ice— 16 I 61 A 't 9Dnrad 1a 6 le• o a p _y 6 A4.1 Itllo p retry_ IN 6Yi ' -0 24 M.I -Wg doa „ TP airport sell 'A' z „ 1 n 7 of IA .i „m 24 A 17 _ Wailon _ °a 1 Ter lugs 1 2 . " _ 2z 18 wP.Y• n oa n�ss k.A-' Q 9 UP i 3„ AT - IMAM,UP B M Y Y a f IART SEE WELP)1NSUATM NOTES 0 g- T a'65' —A—� 5-6' —{— 4' 0{ r FM SEPAAATM BEP"EEN UNITEFAR BRA ^ I C MO 13'-0d' 2U [tR. 72g=2W belt -11 s 6 s 3 6 �31 1e aN ninA e War faillea,4:?E`nutr 1B_drla�f Intl i rm7 O roo� e °` a la 1 O'�•• g ;pp O ID eA'' � II 11 5 3 1 l ati la 19 13 ; ERIC O, IIST F �' '3'-Y 0' 5_5' 8_3.r-4_5 6_04_5'A 6-1—Y L29s>1 3/ 7'-S CIS ]-9' •• 3 14 qWp N sot " baiPtl 6 R 1 Is _ bedroom W¢I_,'_ G 11 3 s 3 5 3 5 s/ Rec",JRP p2 a li _i 111 n 2_ n CG CALIEC HANT i6 n 24 —L_ ___- mm _ ( D _G _ ��� _ G I A'�L. PAYED AAREASn 15 22 tl 11 0 N rave 22 -.L" Atll ETV FIF,I c L ��{� aE,wmr.P. m. r '� GA516RT6 mac' 3'_0' -}- 3'-0)' 21 rl ' ' 2'-1)' IT-T 3'-6' -{— 1'-ItIIIHf� Itl-11' 9-10)' S'-6' 16'+' '— 14-Y B 1T-9 " 22 may 2623 e - - ©mpYAi9M 2023 20'-Y 1e' e' 6'-Y S AD' \V� \ EXISTING 2 STORY HOUSE� CARPORT 11B-Dj• 62 halpDa coves \ - newp0rt on, GaMDmie92663 in: 949.63I6220 IUD anent: 1 1st floor plan in ae a ae davelepSHUM Al zA::. 'F+ 14930.1cndrebNd. In nomad , calilamis 90636 ,a1562.523.9328