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Home My WebLink AboutX2021-2265 - Alternative Material & Methodso�� ae X��' deb, �co MU ey EWPp CITY OF NEWPORT BEACH ��a ,` i> COMMUNITY DEVELOPMENT DEPARTMENT /qh F�OI'MFN u jCy a BUILDING DIVISION 2 �0f 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 �023 Cq�/F00.��P www.newoorlbeachca.gov, 1 (949) 644-3200 NEu._Cftl'n„ CASE NO.: co Bch FOR STAFF USE ONLY AEQUES79F(OR TITLE MODIFICATION TO PROVISIONS TITLEFIRECODE) OR TITLE 15 (BUILDING CODE)THE NEWPORT BEACH MUNICIPAL CODE (See Reverse for Basis for Approval) (Fee $291) Plan Check# I1 rJ 7—do;tl # of Stories 3 Occupancy Classifica8on R3 U Use of Building DV PbHX # of Units a1 Project Status PL ■ REQUEST FOR ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION (See Reverse for Basis for Approval) (Fee $291) Construction Type V-13 Verified by D.R.M. No. of Items 1I� Fee due �/ aq-% For above requests, complete Sections 1, 2 & 3 below by printing in ink or typing. DISTRIBUTION: ❑ Owner 19 Plan Check F •S. ❑ Petitioner ❑ Inspector ❑ Fire ❑ Other JOB ADDRESS: PETITIONER: SITE ADDRESS: 601 JASMINE AVENUE PetifionerKARL F DAKTERIS, ARCHITECT owner DR. DESIREE EDLUND Address 518 JASMINE AV NEWPORT BEACH, CA 92625 Zip #1957-2021-2021 46 Daytime Phone ) PLAN CHECK (Pamoner M be architect or engineer) Address 1960 SAN BRUNO NEWPORT BEACH, CA Zip 92660 Daytime Phone (949) 702-3573 Email: KARLO.KARLDAKTERISARCHITECTSC 2 REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached. REQUEST TO HAVE UNIT 1 MASTER BEDROOM EMERGENCY ESCAPE & RESCUE OPENING OPEN ON TO A COVERED DECK FOR EGRESS TO A YARD UNOBSTRUCTED FROM GROUND TO SKY 3 USTIFICATION/FINDINGS OF EQUIVALENCY: CODE SECTIONS: CRC R202, R310 UNIT 1 MASTER BEDROOM COVERED DECK WILL HAVE 1 HR. FIRE RATED DECK ASSEMBLIES PER DETAIL IN ICC ESR-2505 SECTION 4.6 FOR EXCEL FIRE COAT DECK COATING SYSTEM CLASS A W/ 5/8" DENS GLASS AT CEILING. THIS FIRE PROTECTION ABOVE & BELOW THE EGRESS PATH WILL PROVIDE EQUIVALENT PROTECTION TO AN EERO WHICH OPENS DIRECTLY TO A YARD UNOBSTRUCTED FROM GROUND TO SKY. Peti9oner': Position ARCHITECT Signature-�� ` CA Professional Lic. # C-21769 Date: 01/22/2023 FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: ❑ CBC 104.11/CFC 104.9 104.10/CFC 104.8 �fCBC (Alternate materials & methods) (CBC Modification) ❑ Concurrence from Fire Cade Official is required. ❑ Approved ❑ Disapproved ❑ written Comments Attached i -� By: Date ,Lry(tequest (DOES) DOES_NO�T) lessen any fire protection requirements. KRequest (DOES)(DOES NOJ) lessen the structural integrity The Request is: Granted ❑ Denied (See reverse for appeal information) ❑ Granted (Ratification required) Conditions of Approval: Sign turn a / PositiorHIEFBUILDINOOrrICIA[Date PrintName F�2NCc-11-h?� 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: �, L� �� L I r �� Forms\modif 07/01/21 Guidelines for Approval of Alternate Materials. Desian 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 alternative 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 Design 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 Verification 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 engineer's 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 Form available at Permit Counter accompanied by the proper fee. You will be notified in writing of the appeal hearing's time and date. H3 EILING WALK TENT WAI 0 d$1l F L2 -----!-------.- i_.. _ 51 i i I UNIT 1 LIVING LEVEL 10'-0" CLG. F F. 11640 ,. 5S(1ncc 51. III D 9 a O 152 ��0- OI / i UNIT 1�`-� SjO�II;r— —ENTRY PORCH O/I GLASS FLOORABOVE BASEMENT I 9 0 CLG. 52 �� - \ d W� 6 Z 20'-0" CLEAR TO -1" SH FRONT SETBACK ZJ LOW PATIO WALL +3T.W. 11 L40 \ _ B B Q REF. j I � I � I � I� E I NIT 1 PATIO li F.F. 115.92 I� CONC. PATIO li DRAIN PER CIVIL PLANTER\' SEAT WALE. i ,- T i �I - EXIST PALM N � PALMS j 3RD STREET .5) J PATIO `T EXISTING EXISTING ,I SIDEWALK PARKWAY n 0G ' I' i i i I FIRST LEVEL BELOW MASTER BEDROOM UNIT 1 M. BATH 8'-6" CEILING P.F. oV ch MZ 25 )r—I%` ■ I I YD4 30 W1C ;U 407'-b"CLG, I� 1 -10 37,-HWD. FLR. Im 224041 1 (21� �20 i 7 6'CLG 44,, MASTER BR 5 HR. RATED 8'-6" CLG I .A9.5; HWD. FLR. F.F. 127.00 I9 —1I- T_6"CLG57 221 '❑7 TS�—+0.0 1 51 � 0 I jy 1 2 SIDE —' Co. 60 MASTER F.S. 127.00 PST P. �.. CRICKET �YI'�S• I 60 �� D.D.IJO.S. _ GLASS GUARDRAIL 60' -----------------' �5 �... 57 SIM. 5..,.y3 1 HR. RATED i. $-0" _ K A6.22 PLAN FOR NOTES UNIT 1 MASTER BEDROOM AT 2ND LEVEL SO 58 UNIT 1 =SDECK 57. OPEN ROOF DECK F.S. 137.16 61 P.T. P. WF BEAM ABOVE L VE TOP EAVE T44.16 CA6-01 PARAPET 140.66 GLASS GUARDRAIL I O � ---�`_ t- -- 0,,,,I O w w ZJ Y w Z V w � l7 W LL O {¢L 15 FT. ADDITIONAL SETBACK FOR 3RD FLR. TO "ENCLOSED S.F." o. Q,.o I Q/ oU I 1 I E v I� I M 0 v ri SHADE _ CANOPY a BELOW F.S. 136.671 � � I � u w _ inQ �p E w ) 20 FT. 5 is � IST/2ND FLR. _ K .A6.2) L A6.2; ROOF DECK AT 3RD LEVEL ABOVE MASTER BEDROOM --TOP OF EAVE 144.16 BOTT. OF EAVE 5❑ a� 7 CV I, 4 0 M 00 3rd FLR. FIN. D»QK_ 3rd FLR STRUCT IJ_ECK _ __ 2ndFLRPL. SOFFIT -I' 1 HR. ROOF/DECK3/A9.5I / p 8 Eo o 48 00 C 12 [246 o 2nd FLR_ _ - — 1 sty PL. _ SOFFIT 1 HR. DECK 5/A9.3A 41 122.0 UNIT 1 DECIF., 8'-0" CL o O 48 UNIT 1 PORCH 9'-0" CEILING 41 36 43 —� 114.50 SIDEEW WALK MIN. BASEMENT SETBACK TOP OFRIDGE 746.25 3� TOP O_F EAVE 144.50_ UNIT 1 UNIT 1 UNIT 1 MBR. WIC 8'-6" CLG. 7-6" CLG. UNIT I GREAT ROOM M 10'-0" CEILING ` UNIT 1 BASEMENT 8'-10" CEILING SECTION AI MASTER BEDROOM SECTION A 9A iv 8 it) FS.137.16_ F.5.736.50 lop 63 25 -1 C/A9.3 F.P. ENCROACHMENT 2'-0" MIN. SETBACK _ _F.S.127.00r_i 34 E.G. 119.63 E.S. 119.78 E.F.F.120.16 �z 78 I I g , M F.P. 40 i�'»� � �� BASEMENT _ F.S.106.00 _ TOP RIDGE 146.25 2 TOP EAVE 144.16 3 11 ❑5 _ - _ PARAPET BEYOND 141.75_ _ _ (ERED ROOF DECK UNIT __ PARAPET 140.66__ G CLG. OPEN ROOF DECK GLASS GUARDRAIL—] 40.66__ A Z,o 4 2 M 3rd FIr. FIN. DECK F.S.137.16 _ UNIT 1 3rdFIr STRUCT DECKK UNIT 12nd FIr. PLATE____ SOFFIT UNIT 1 UNIT 1_ VARIES 4'-9" TO V-9" BR 3 (13AB 8'-6" CLG. 8'-6" CLG. b ;p 14 -2" RECESS -ro' ep 13 UNIT 1 2nd Flr F.S. 127.0 _ UNIT IIstFIrPL. _ SOFFIT 25 UNIT 1 UNIT 1 - LIVING LEVEL 10'-0^ CLG. PATIO o- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -F o __ a 1.+F1. Ff 11Rn cI llc, _ UNIT ii'- -- BASEMENT ii 8'-10" CLG. = SECTION K MASTER BEDROOM SECTION K JASMINE STREET 3/4"CLEAR LAMINATED/TEMPERED VARIES, SEE ROOF PLAN GLASS SET IN BASE SHOE PER MANUF. SPECS AND DETAILS. GLASS TO HAVE EASED AND POLISHED EDGES. GLASS PANELS SET 2" APART MAX. AND MAX PANEL NOTE: 1.1 HOUR RATED DECK ASSEMBLY. UL DES L512, REF. B-53. LENGTH 48". SEE ELEV FOR SPACING. 2. GUARDRAIL TO RESIST MIN. LATERAL LOAD PER CBC, LDF= ALUM ANOD. BASE SHOE. SECURED TO 1.0. SEE STRUCT, AND MANUF. CALCS AND I.OADS. CURB PER MANUF. SPECS AND DETAILS. 3. PACK DECK FRAMING W/ INSULATION PEf Z CRC 806.5.5.1.3. W/ TILT LOCK TECH. IMPERMABLE R-5 RIGID OR SPRAY TO UND RSIDE OF SHTH'G. 3/16" THK. NEOPRENE GASKET SEPARATION. 8 REMAINING T-24 REQ'D W/ PERMEABLE B TT INSULATION. 3/8" LAG SCREWS AT 12" O.C. SET W/ SEALANT INTO BUILT UP CURB. EXCEL FIRE COAT DECK S.S. 316-2818 GA. FLASHG 0/ EXCEL WATER -PROOFING WRAPPED WATERPROOFING 0/ BLUESKIN S.A.F. OVER BUILT UP CURB PORCELAIN TILE 2CM FINISH DECK SET ON ADJ. PEDESTALS, INSTALL PER MFR SPECS. SET ON, EXCEL 1 HR FIRE COATCLASS A W.P. -- _______ DECKING SYSTEM PER, SLOPE PER PLAN INSTALL PER MFR. SPECS. 3rd FLR. FIN. DECK- UNIT 1 __ ____ METAL STOP FOR EXCEL DECK j WATERPROOFING I , 3rd FLR STRUCT REAR DECK — — 4„ - 316S.S. 24 GA. RECESSED MTL ------------ -------- --- - - ------------- GUTTER W/ SCREEN. SLOPE TO DRAIN TO INTERNAL D.S. PER ROOF PLAN t- 3/4" MIN. EXT. GR. T.G. CRICKET 3rd FLR STRUCT VIEW DECK ____________ PLYWOOD ROOF SHEATHING — BLUESKIN SAF 0/ SHEATHING AND WRAP OVER INTO WRAP BLUESKIN SAF 0/ CURB 0/ CRICKET GUTTER RECESS THRU OUT. GUTTER 'o AND DOWN THRU OUT GUTTER AND OVER FASCIA. OVERLAP MIN.6" 16 GA. RIGID G-90 MTL. C-► CHANNEL PANEL. HIDDEN BRACKET ATTACHMENT. BEAM PER STRUCTURAL. FLUROPON CLASSIC II "EVENING SHADE" COLOR. SEE ELEVATIONS FOR SEAMS. OVERLAP SEAMS CUT JOIST FOR RECESSED GUTTER. 6" MIN. APPLY PLYWOOD. INTERNAL D.S. TO WALL & TO GRADE. SEE ROOF PLAN AND ELEV. 2nd FLR PL. +8'-6" SOFFIT FRAMING + 8'-1 5" SOFFIT FINISH + 8'-0" P.T. 1 x 2 BLOCK 2 x SOFFIT FURRING DENS GLASS TRESPA PURA SIDING CEILING, INSTALL PER MANUF INSTRUCTIONS. AWNING FLAT ROOF AT DECK GLASS GUARDRAIL CURB MASTER BEDROOM DECK CEILING BRUSHED S.S. 316 20 GA. FLASHG 0/ C.R. 24 GA. B, FLASH WRAP EXCEL FIRE COAT OVER TOP OF CURB TILE 2CM FLAN - IN6 I ALL PER MFR. SPECS SL. MTL. L STOP 2ND FLR. N FOR ROOFIN F.F. AND FIN. DECK 2ND FLR, F.F. aI DECK OPE ATTH S D P.T. STUCCO STOP R 3/4" MIN. EXT. GR. T.G. 0 PLYWOOD ROOF: CRICKET SHEATHING BOTT. OF WRAP SAF 0/ CURB 0 DECK SLOPE CRICKET AND DOWN FRONT 0/ SHEATHING RIPPED DECK FLOOR JOIST FOR SLOPE, SEE PLAN, SEE STRUCTURAL 2x NAILER AT TOP & BOTT. OF 1ST FLR. PL. STL, BM. SEE STRUCTURAL + JOIST HANGER, SEE 27/ 2" CLR. LAM. STRUCTURAL TEMP. GLASS SET Wl S.S. STANDOFFS PER MANUF. SPECS & DETAILS, AGN.5B. & 2x NAILER AT SIDE OF STL. BM. ESR3842. GLASS PANELS SPACED EQUAL & V APART MIN. II MAX PANEL WIDTH 36". 2x6 SOFF. JOIST@ STEEL BEAM Wl BOLTS 16" O.C. FOR NAILERS, SEE P.T. 1 x 4.5 BLOCK STRUCT. DENS GLASS SECTION SOFF. FRAM'G. + 9'-1.5" FINISH SOFFIT + 9'-0" S.S. MLCOR STUCCO NOTE: ASING PEAD IAll lArFF 1. OUR RATED DECK ASSEMBLY. UL DES L512, REF. B53. TRESPA PURA SIDING 2. GUARDRAIL TO RESIST MIN. LATERAL LOAD PER CBC, LDF= CEILING, INSTALL PER 1.0. SEE STRUCT. AND MANUF. CALCS AND LOADS. MANUF INSTRUCTIONS. 3. PACK FRAMING W/ INSULATION PER CRC 806.6.5.1.3. IMPERIVIABLE R-5 RIGID OR SPRAY TO UNDERSIDE OF SHTH'G & REMAINING T-24 REQ-D W/ PERMEABLE BATT INSULATION. DECK GLASS GUARDRAIL @ RATED DECK 3-1'4- @ CORNER COLUMN & EXT. SOFFIT (5 MASTER BEDROOM DECK FLOOR i/A9.3A I FLOOR -CEILING SYSTEMS, WOOD -FRAMED GA FILE NO. FC 5410 GENERIC 1 HOUR 35 t 339 STC WOOD JOISTS, GYPSUM WALLBOARD FIRE SOUND One layer 1/2" type X gypsum wallboard or gypsum veneer base applied at right angles to 2 x 10 wood joists 16" o.c. with 5d nails, 1 5/8" long, 0.099 shank, 1/4" heads, 6" o.c. II I Nails placed 3/4" from board edge joints and 1/2" from board end joints. Wood joists supporting 1" nominal T & G wood subfloor and 1" nominal wood finish floor, or 19132" plywood finished floor with long edges T & Gand 15/32" interior plywood with exterior glue subfloor perpendicular to joists with joints staggered.. Approx. Ceiling Weight: 2 psf Fire Test: UL R1319-66, 11-9-64, UL Design L512; UL R3501-45, 5-27-65, UL Design L522; UL R2717-38, 6-10-65, UL Design L503; UL R3543-6, 11-10-65, UL Design L519, ULC Design M502 Sound Test: NGC 4024, 7-13-66 I IC & Test: 32 (66 C & P) NGC 5032, 7-19-66