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HomeMy WebLinkAboutXR2023-0891 - Alternative Material & MethodsX gZD23 - J�w6ti aEWP°Rr CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT > z BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 s�rFoaN www.newoortbeachca.dov 1 (949) 644-3200 CASE NO.: 7,6Z;50ft!ft ,�,ECEIVC-O 3} COMMUNITY J! IN 13 REC'D FOR STAFF USEONLY REQUEST FOR MODIFICATION TO PROVISIONS 3 of SSon.Son.U�SE plan Check #� �irL�%3 trry, OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE) OF THE NEWPORT BEACH MUNICIPAL CODE Occupancy Classification 4 (See Reverse for Basis for Approval) (Fee $297) Use of Building $PD # of Units ProjectStatus t4NG a ❑X REQUEST FOR ALTERNATE MATERIAL Construction Type OR METHOD OF CONSTRUCTION Verified by (See Reverse for Basis for Approval) (Fee $297) No. of Items Fee due 4 ZZ'7 For above requests, complete Sections 1, 2 8 3 below by printing in ink or typing. DISTRIBUTION: Owner Plan Check} Petitioner Inspector Fire ❑ Other 71 JOB ADDRESS: PETITIONER: SITE ADDRESS: 1915 SANTIAGO DRIVE Petitioner RYAN OLDHAM Owner CHRIS KANE (r�artiamrto ea xchux<arerprmed Address 680 LANGSDORF DRIVE #202B Address 1915 SANTIAGO DRIVE FULLERTON, CA Zip 92831 Zip 92660 Daytime Phone (714 ) 482-8296 Daytime Phone ( 949 ) 248-4817 Email: rvan r@ddham-archttects.com 2 REQUEST: Submit plans if necessaryto illustrate request. Additional sheets or data may be attached. Use metal flashing detail against wood framing for moisture protection in -lieu of dimensional separation. See detail 8/A5.0. 3 jousTIFICATIONIFINDINGS OF EQUIVALENCY: CODE SECTIONS: cr2= t.t7o3.7.2. 12" Metal flashing against 24" bithumen coating provides 2layers of waterproof protection of the wood framing. Petitioner's Position Architect Signature CA Professional Lic. # C-29715 Date: 6/16/2023 NT '•:°yPOR� 0 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: — - Fomovnodif 07AMM Guidelines for Approval of Alternate Materials, Design and Methods of Construction Basis For Approval For the Chief Building Official and Fire Code Official or their designated agent to approve a request for modification or a request for alternate material or method of construction, he/she must determine that special, individual reasons exist that make compliance with the strict letter of the Code impractical and that equivalency is provided. The resulting condition must be in conformance with the spirit and purpose of the Code provisions involved and that such modification does not lessen fire protection, structural integrity or occupant safety. The applicant must provide sufficient information with this application to allow the above evaluation to be made. Requirements for Submittals The applicant design professional shall prepare a Written Report that describes the alternate proposal along with the applicable data listed below: • State specific code provisions for which alternative is requested and why request is being submitted. • Describe by code section those provisions for which alternative is desired. • Compare the proposed alternative versus the code requirements in terms of structural strength, suitability, effectiveness, fire resistance, safety and health impacts affecting the building or user of the building. • Demonstrate that the proposed altemative is compatible with balance of code requirements. • When applicable, specify how authoritative consensus document(s) are used to substantiate proposal. (Reference draft ICC Building Performance Code Commentary Section 1.4.2.3 for background information). • Provide assumptions, references, and documentation of evaluation methods utilized. This includes intended use, input data, anticipated outputs, and limitations of computer models and other analytical tools or methods. • Specify when and where special inspection and testing are required and the standards of acceptance for demonstrating compliance. Show how the proposed alternate, if accepted, will be identified on the job site. • Where land use restrictions and building setbacks are required, deed restrictions may be an appropriate method to ensure continued compliance. • State how and where alternate proposal is incorporated within construction plans and prepare plan amendments as necessary. The design professional has the responsibility to coordinate all construction documents and ensure compatibility between documents. • The report and design documents shall be dated, signed and stamped by the design professional according to the plan submittal procedure. • For alternate methods of design requests, the applicant shall set performance criteria for his design. Performance criteria shall be reviewed, amended and approved by the Building or Fire Code Official prior to start of design. Alternative Desion Review/Verification The Chief Building Official or Fire Code Official has the responsibility to review design submittals for compliance to the adopted codes and procedures. If the Building or Fire Code Official does not have the expertise on staff to make a thorough and competent review, the Building or Fire Code Official shall select a consultant that possesses the necessary qualifications to perform a third -party or peer review. Cost of peer review shall be paid by applicant to the Building Division prior to commencing the review. • Verify that all applicable information and justifications listed above as requirements for submittals is received and verify that evaluation and design methods used by designer are appropriate to the alternative proposed. • Verify products are being used in accordance with their listing conditions as required by recognized listing agencies. If not available, require documentation and/or testing to demonstrate compliance with intent of code and intended use. • Evaluate performance of material and possible flaws that could affect performance of material in its installed state. • The reviewer shall document that the submittal has been reviewed and accepted as meeting the alternative materials, design and methods of construction provisions of the code. If the Building or Fire Code Official is not satisfied that the applicant has met the conditions, the request should be denied in writing with the applicable reason(s). Inspection/Field Vertfication The alternate proposal as approved in the construction documents must be verified by inspection, and, where necessary, testing as follows: • To verify that alternate materials, systems and fabricated products comply with accepted design criteria and the manufacturer's and engineers installation procedures, inspectors should check product labeling, certification, quality assurance processes, and testing, as applicable. • When appropriate, an approved third party quality assurance inspection and testing service may be required for continuous and complex inspection and testing activities. This is intended to verify that construction complies with the code and the approved plans. Appeal from the determination or action of the Chief Building Official or Fire Code Official or their designated agent may be made to the Building and Fire Board of Appeals. To appeal, the applicant must provide special individual reasons that make compliance with the strict letter of the Code impractical. Appeals or ratifications pertaining to State Disabled Access Standards require complete evidence to substantiate that the proposed design is equivalent to that prescribed by that standards or that due to legal or physical constraints, compliance with the standards or providing equivalency would create an unreasonable hardship. Appeals must be submitted on the Appeal Forth available at Permit Counter accompanied by the proper fee. You will be notified in writing of the appeal hearing's time and date. Keynotes ONEW KITCHEN: N.L. CABINETS, COUNTERTOPS, FlNISHES, & nMURES TO BE SPECIFIED W OTHERS. FIELD KRIFT MEASUREMENTS REQUIRED. ' O NEW BATHROOM: AL CABINETS, CWNRRTOPS, FINISHES, & .� Fl%NRES TO BE SPECIFIED W OTHERS. FIELD VERIFY W` MEASUREMENIS REQUIRED. OMULT-FDH➢ DIXM25 TO COME TOGETHER AT OPEN CORNER TO SPECIFY DOCR SYSTEM THAT sGLS TOGETHER AT .d (E) BEDROOM i -� ST00 O LOMPRACTQN O MINIMUM 36" DEEP EXRROR PAVD) STOOP AT E%IERIOR DOOR. STOOP TO BE MAX Tk" MM FOR DOORS (OTHER THAN THE FRONT DOOR). FMW7 DOOR STOOP To BE MAK Or BELOW FINISHED FLDDR. PANNG TYPE TO BE SPECIFIED BY OTHERS. OGARAGE DOOR TO BE 20 MIN. RATED SOLID CORE WOOD. PROVIDE THRESHOLD, WEATHER SEAL & SELF-CIGSING AND HATCHING MECHANISM. CUSTOMFRONT SYSTEM WITH SIDE ALES. VERIFY OPENING (E) (EMSDNG) WIDTHH IN FIELDOD. pOOq TO BE MINIMUM 36" WIDE AU- CALKING (E) 21'_TO• TO BE TEMPERED.El •I Q SERNCE e AS.H D6EAN PER NEW WALL OPENING. O ADJUST WIDTH IX B AND RISE OF (E) STAIRS ME BY " D RUN le. (E) BATH 1 COUNTER v n ® LOCATION OFID ATTIC ACCESS MO WITH MINIMUM 22" % 30" CLEAR OPENING WIDTH & 3C ACCESSDOC M. I. w CUSTOM CORNER WINDOW 3`-B" HEGHT ® ATE STHR TPE ACCESS UDDER FOR AMC ACCESS AT •Vd"I $� ® �Y\ 6. 3._0. .28/.22 9 SEE DETAIL FOR 0" THRESHOLD O e \ / .�.n A51 .n z or �g � O B AB. 1 1 - _, (R)KITCHEN T - (E) 31)/ Floor Plan Notes r. R €REDP LJJ L_J 1. ROOM TITLE DESIGNATIONS ON PUN ME As FIXLOWB: Rti (E) = EXISTING SPACE TO REMAN / NOT IN SCOPE 9 CHI 4 (R) = EXSRNG SPACE TO BE RENOVATED 1 Z - 1 (N) = NEW DOOM TO BE CREMD n (E) BEDROOM 2 y_B• -� - I 2 AULNO 2X4 WAILS GRP➢HICALLT DRAWN Nj" WIDE, 2%6 WAILS AT 6'i" &+_ NSE WIDE. ALL DIMENSIONS ME SHOWN TO FACE OF DRYWALL/SHEMf1NG 2H p L 3 OPEN UNLESS NOTET OTHEMWSE. 'O •I III - - -- _ CORNER 3. ALL HMNES. FINISH MATERIALS. MO EQUIPMENT TO BE SPEDFIEB BY OTHERS. Ej 4. AIL BUILT-IN CASEWORK TO BE DESK.NED BY OTHERS CASEWORK SHOWN (R)tABe(T) n� ON PLAN ARE DIAGRAMMATIC. j Fn R (E) (E) 2'-8 w •I .31/.1B 4. NL BATHROOM WNIS/CoUNGS SHA L BE PAINTED WITH EGGSHELL SHEEN R, w R)SOP"• PALM OR IHAWTO A THE 72' ALL SHOWER A NB WALLS BHNL MOVE A THE FlTO TO MINIMUM ]2 AHOVE FLOOR. NL DRYWALL IN BGTIROOM 8'-5" E LIVING SJ ] R DINING RE PRF/5 TO BE MOISTURE RFSIBTAM 'CREENWARD'. _—�DOP O S ALL DOOR F NMING � W� CORONERS TO BE lt" UNLESS � LOW WAIL •� �.: ISE.� Plan Legend C^ -___ (E) BATH A4.0 - — — —.— — —.— —.—.— —.—.--.—.—.—.—.— .31/-1B M.0 E e WALL WEE n - El(� ` _ E _ STING WALL OR REM TO BE REMOVED _ EXISTING w y (E) BATH 3 6 q •I 5 n\ EXISTING WI TO REMAIN IT NEW 2%4 WOOD FRAMED WALL e (E) R WOO STUDS PER STRUCTURAL DI(E) w R15 1OT INTEROR: SHEATITO ING PER SPR MBAL FINISH PER ELEVATIONS INTERIOR: %" DRYWALL (E) ' F-AA o6A'i (N)3 r---h MATCH SUB HEIGHT OF OFFICE W/GARAGE L -J NEW 2%6 WOOD FRAMED WAIL J$ n `\ (Ek'-4• �L ]3-:t• 2X5 WTOOISTUDS PER STRUCTURAL DINGS W y} 1 g `STWP Rig PATT NSUUTON EX TERIOR: SHEATHING PER STRUCTURAL, FINISH PER _ (E) BEDROOM 3 U a O OR w ELEVATIONS WINDOWS TO Vd \_ "' INTERIOR: i§" DRiWPLL MIRROR z EACH OTTER • �.n '� LfLL— — —.—.— —.—.—.—.—.—.�.—.—.—.— — — —.—.— —. ASP, a00000' FRAMED OVERHEAD SOFFIT O V-8" A.F.F. A4. T\ ^nZ (RIf 3(• TYPE DRYWALL (FLOOR To CLG/ROOF STRUCTURE) •ry. z v (IB11 ) 3-CAR GARAGE ' n DOOR B WINDOW CALL -OUTS'. T--------- r- WINDOW &DOOR STIES ME IN WIDTH % HEKi?: 4Tt = T. &INCHES X FT. k INCHES. EYANPLE 3,-OAR! % 4`-fi11 SIZE (WI 1 1 OPENING THIS �kV b4�t]—MDmONAL NM .32/.26—U-VALUE/sHCC ' (E) BEDROOM d (N)hSCOM ALL DIMENSIONS M BE VERIFIED N FIELD. •I 15/'19 (R) DUSTING FRAMED OPENING RGETING ED EO - O ITN (E) = 10 RELWN =NEE N NEW FRN.IEp OPENING NEW FK = FIXED DO'JRLE HUNG D" (R)1CA]t5G0 (R)OVESI,) (V.LF.) (VI SL = AIDER 1D'-3• 101-8" 30'-3" (CLEM) sMNGHIT MF (N)]o5091 (N)]YY5H (N)3Mo5H .T6/.1B .15/.1B .15/.1B _ M�ULiI FOLLNNo m = TEMPUERED S�AFENIY GLAZING a F= VERIFY SIZE IN FIELD 15•_0 X/%' U-VALUE /STM.0 G (FROM T24 LCS) AI (EXISTING)1 ` (EN) = EGRESS WINDOW (PROADIS 20 W % 24"H 0-VI OPENING) New Floor Plan Scale:$"=1'-0" 1 ham chlTects old ham architects f wle.�en��uularnin sieli tD COPYRIGHT OCh" cry eau a weI III RAG, I thIrr ..xzen. Tvu m pw •wa..�a..mn .nm.�e. TRY - PRWECT No.: IOIS oR m Do Issue A—PBRITTAL11 A2.1 New Floor Plan ROOF RAFTERS GI. VALLEY HASHING MIN. r TAP JOINTS IXT. GIN. MET. 4' SID MED I 2% BLCCI(ING PENTMl10NS Of BUIWING P.M. LAP p/ER FLSH'G / 2' MIN M.FINISH PER PLANS FIASHINGNOT PERMITTED PER g00F MFR. G.I. FLASHING J STARTER BO D I% CONT. PER TLE MFR. AT EXPOSED IXW 2 LAYERS 15g BIRD PAPER TO MATCH (E) G.A. CONT. PAN FLASHING 2' MIN ILL AT JDWS EXTEND PAPER OVER S01➢ER PIl JOINTS F1,45HINC' FLANGE BfM11ENE (OR EQUIV.) ROOF TIE/SHINGLE ROOF nLE EXTEND 1a' W. T.D.S. UNDE LMUENT�I (CONTINUOS 247 ROOF SWO. UNDERTOP UYME1LCOW. -- 2' ALUM HAVE TO - OF 1. FLASHING L pLYYl000 SNYG. 1 ROOF SWG. CUr RARER TA0. \ COPPERFLASHING OVER ��' NE ( (OR EQUIV.)---- ------ 8' MIN 6. ' PBV. T.O.S. (CONTINUOUS 127 MINJ \; \MN PRESERJATIVE-1RFMFD WOOD \9 SLL PER AWPA U1 CORROSIONINRESISTANCE WEEP SCREED. -GLLVANRED SHEET GM.EWE WEEP SCREED W/ NIA. 3-1/2' ATT=FIMIGE Roof to Side Wall 20 16 Roof Eave Rear Canopy 12 Roof to Cricket 4 PER R103J.3 FORR SNCGCCO FINISH HARDSCAPE .a NISH MATERML BUILDINGPER. TAP OVER Tn� II ROOFING ��k11jjl CLOSURE CLOSURE METAL 4 a SNIPE 2S MIN. jO� ?6' SNCCO OVER MET& LATH ° 4 a 4' 4 BUILDING PAPER; G 1 ° WAIL FFAMING J LLVSCREEOER FLNCE OF 2' MIN a Q ° PER/S.S. FLASHING WEF T.. PER TILE 4 a BIMHEN§ (OR PUN..) 2%8 Fe 4 6' BELOW RO.S. 44+ 8' MIN O SOIL MIN. Sago MET& WEEP FLASHING a�F MATCH (E) ° (CONnrvUOUS 12j }' MIN O PAWNG SCREED W Tj' GWIGE / mO NDEIMYMEM CONT. ° ° �4' MIN O SOIL TOP OF 1% 4 ° 4 2' MIN O PAVNG 4 4 4 ROOF FILL / COW. CAULK GRACE SLOPES AWAY SHINGLE ° 4 110% CONCflEIE FOUNOPAON PSOING FOUNW90N WALLOF SITYG NOTE: ALL METAL FIASHINC AND WEEP SCREED Q ° TO BE OF A SIMIIM TYPE TO ANCID GOLVANIC ORRMION Roof to Head Wall 19 Roof Rake at Dormer 15 Moisture Barrier @ Flush Paving 8 Bottom Of Wall Construction (Stucco) 3 PPE-MNF ROOF TRUSSES ASPHALT ROOF SHINGLES 2% BLACKING STONE VENEER WALL MTL PAN FLASHING SY MR ROOFING MNF. INSTALL PER RED. PAPER OVER STARTER SOARO AT IXPoSEO SAVE yz ORYYINL Hp911NG TO MATCH (Ej E%IFNO PMFR OVER 2X4 or 2%6 WP11 FPNAING O 18' O.C. B• 2' fALV. HASHING FLASHING MNGE lS' PLY SHEATHING WHERE OCCURS STONE VENEER OVER LATH k SCRATCH COAT METAL ROOF - - - - - - - - - - PANEL �� (2) CATERS GRADE '0 PAPER PAWING Y HING PLUM EAVE HUSHING STCOC,O SCRATCH C0.4T OVER LATH �O 2% FASCC THIN VENEER STONE GROUTED IN PLACE CLOSURE MATCH (E) 2% FASCA; (<15 PSF) MATCH (E) MATCH (E) EAK TRIM: DEPTH GONG. FOUNOATON ROOF DECKING WITHPER MATCH (EJ OF RAFTERS SIDING WALL cORC WORKDECKING PAPER EAU£ TRIM: OE➢n1 NNIER OF RAFTERS Jj' CRYWALL U4 or 2%6 WALL FRAMING O 16' O.C. Yy' PLY SHEATHING WHERE OCCURS Slope Break 18 Roof Rake (Siding) 14 Roof Eave (Siding) 10 Bottom Of Wall Construction (Stone) 2 G.I. VALLEY FlASHING PRE-MNF 1YVcl( HOUSE WRAP FOR SIDING MIN. 2' LFP JOINTS ROOF TRUSSES COMPOSITE OR WWD SIDING: SOLDERED INSTA PER MNF MO. PENTMMON's OF 2% BLOCKING FLASHINGNOT PERMmEO 36' WIDE No. 72 ArTM MIN. 30 POUND FELT STARTER BONRD PER TILE WE. CAP SHEET LAP PAPER OVER AT EXPOSED HAVE FLASHING TO MACH (E) STUCCO WALL MET& CLEATS AT 12" D.C. 2' CJLV. EXTEND PAPER OVER SIDING ROOF TIE/SHINGLE HASHING FASHING HPNCE UNDFRIAYMENT F SHTG. - :(E) `�2 GALV. AWN HAVE y4'RGU' 2X4 or 2%6 WALL FRPMJNG O i6' O.C. PAVING FlASNINGT MATCH 2% FASCM: )f' PLY SHEATHING WHERE OCCURS LMTCH (O 2% FASCM: (2) IAYIIta GRACE 'D- PAPER _ WTCH (� MATCH (E) Si' CEMFM PLASTER (EnR1000) GONG. FOUNUATON ONT]'\; NNLFR Typical Roof Valley Construction (Main Roof) 17 Roof Rake (Stucco) Roof Eave (Stucco) 9 Wall Construction 5 Bottom Of Wall Construction (Siding) 1 ha d lChltm2 C[5 041ze9c ..,.. oa. h'I,roe'c 44t m © o m ga�rc eY memman m�u1,-. �..oa,--or -Ma"E oiw4. MD DO OR to O O to to > U C ^` DONQ) W r LL p C45 d C z /E� NW > Q W m =to C C Ca U) = Y PROJECT No.: N16 ORRWN Do CHECK'. RO ASSUE A5.0 Construction Details