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Home My WebLink AboutXR2024-0736 - Alternative Material & MethodsCITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 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. JOB ADDRESS: Oft DQSCe okl'Fo t ey ✓[/IV N OF sgcq III FOR STAFF USE ONLY . - III Plan Check # T-NR!5�/ I # of Stories L Occupancy Classification R- -i / U Wl Ree SPR Use of Building - # of Units I Project Status PIA, Construction Type VI33 Verified by "[In/ r SEA No. of Items Fee due 30to DISTRIBUTION: ❑ Owner ® Plan Check ❑ Petitioner ❑ Inspector ❑ Fire ❑ Other PETITIONER: SITE ADDRESS: 239 VIA LIDO SOUD Petitioner J ISTIN JOHNSTON AN BALTHASAR (Petitioner to be architect or engineer) Owner JVIA LIDO SOLID Address 151 Kalmus Dr., Ste. G-1 Address AN Costa Mesa. CA zip92626 NEWPORT BEACH, CA zip 92663 Daytime Phone (714) 754.4.4040 Daytime Phone ( ) Email: J USTI NObrandonarchitects.com "2� REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached. 11 N JJUSTIFICATION/FINDINGS OF EQUIVALENCY: Code min. for exterior weep screed heights is impractical for CODE SECTIONS: CRC 703.7.2.1. Position Architect Petitioner' 04/30/2025 Signature CA Professional Lic. # C-38829 Date: FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: CBC 104.11/CFC 104.9 (Alternate materials & methods) ❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved --\ By: Date Request (DOE OE RIOT) lessen any fire protection requirements. Ef Request (DOE DOE UOT-)'fessen the structural integrity ❑ CBC 104.10/CFC 104.8 (CBC Modification) ❑ Written Comments Attached The Request is: ,Granted ❑ Denied (See reverse for appeal information) ❑ Granted (Ratification required) Conditions of Approval: Signature Position CHIEF BUII-DING OFFICIAL Print Name Date /)(a- i -ZG 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: A.li l- LTD I Forms\modff 08/21/23 CU639-6 - 202q 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 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. FLASHING NOTE REF. MATERIAL SCHEDULE ON A%A-4 FOR FLASHING NOTES INTERIOR FINISH GYPSUM BOARD PLYWOOD SHT'G. BITUTHENE (OR EQUIV.) - 18" ABV. T.O.S. (CONTINUOUS ?4"} COPPEMS FLASHING OVER BITUTHENE (OR EQUIV.) 6' ABV. T.O.S. (CONTINUOUS 1211) EXT. FINISH PER PLANS PRESERVATIVE -TREADED WOOD SILL PER AWPA U1 CORROSION-RESISTANCE'VVEEP SCREED. MIN. 26 GALVANIZED SHEET GAGE WEEP SCREED W'. MIN. 3-1/2" ATTACHMENT FLANGE PER R703.72.1 FOR STUCCO FINISH LINE OF FINISH GRADE (AS OCCURS) COPPER.SS FLASHING OVER BITUTHENE (OR EOUIV-} 6" BELOW T.O.S. (CONTINUOUS 12"1 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 9 WEEP SCREED DTL. N.T.S. ANES 16 SQUARE FEET 658 MM ABOVEA NCH (076 MM). NG THE REQUIREMENTS AT MEETS CONDITION ASS, A BROKEN GLASS IE GLASS, EXCEPT FOR 'E LISTED UNDER :TION P308.6S IS USED BEEF GLASS IS USED RC R308E.5) PT (3658 MM) ABOVE A GLAZING ONLY THE LESS FROM VERTICAL; 1F THE GLAZING I BE ASS: AND HAVE A 2 UNITS HORIZONTAL F THE ROOF, UNLESS - " VARIES PER PLAN INTERIOR FINISH PER PLAN PLYWOOD SHT'G. PER STRUCT. AND EXT. FINISH MESH. BITUTHENE (OR EOUIV.) -MIN. 18' ABV. TO.C, (MIN. CONTINUOUS 24') EXT. FINISH PER PLANS TAPE FLASHING COPPER/S.S. FLASHING OVER BITUTHENE (OR EQUIV.) MIN, 6" ABV, T O.C. b PRESERVATIVE TREADED WOOD SILL PER AWPA U1 CORROSION -RESISTANCE WEEP SCREED, MIN. 26 GALVANIZED SHEET GAGE WEEP SCREED W/. MIN, 3-12' ATTACHMENT FLANGE PER R7037.2.1 FOR - STUCCO FINISH MIN. SLOPE If _ LINE OF CONCRETE SLAB OR HE PAVED AREA (AS OCCURS) EXPANSION JOINT l TAPE FLASHING COPPER/S.S. FLASHING OVER BITUTHENE (OR EOUIV:) MIN. 6" BELOW FSAG NOTE: 1. ALL METAL FLASHING AND WEEP SCREED TO BE OF A SIMILAR TYPE TO AVOID GALVANIC CORROSION 2. REF. MATERIAL SCHEDULE ON A/A4 FOR FLASHING NOTES CONCRETE CURB, SEE PLAN FOR SIZE WATERPROOFING PER R406.1 & 2, MIN. 2 PLY HOT -MOP FELTS CONCRETE FOUNDATION a. A 4-INCH-I HICK (1 OR b MM) BASE OF FIR INT L RETARDER IN DIRECT CONTACT WITH CONCRETE SHRINKAGE, AND CURLING, SHALL BE USED, E01 ACT 302.2R-06. U. OTHER EQUIVALENT METHODS APPROVED BY c. A SLAB DESIGN SPECIFIED BY A LICENSED DE'. 7 TYP. SLAB ON GRADE AGING -IN -PLACE DESIGN BATHROOM BUILT-IN VANITY PER I.D., VERIFY W/. 12. & OWNER —LAVATORY TO HAVE 24' MIN. CLEAR SPACE IN FRONT OF IT (CPC 401 W/. MAXIMUM FLOW RATE OF 1 2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0 8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN 30" AGINGHN-PLACE DESIGN AND FALL PREVENTION NOTES: REINFORCEMENT FOR GRAB BARS: AT LEAST DOE BATHRO ACCORDANCE WITH SECTION R327. WHERE THERE IS NO BA FLOOR OF THE DWELLING SHALL COMPLY WITH SECTION Rt 1. REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CO 2. REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 81NCH I CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT ANI 39-1/4INCHES ABOVE THE FINISHED FLOOR FLUSH WITH 3. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED 01 EXCEPTIONS: A WHERE THE WATER CLOSET IS NOT PLACED ADJACENT HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUN THE ENFORCING AGENCY. B. REINFORCEMENT OF FLOORS SHALL NOT BE REQUIRED DOCUMENTATION FOR GRAB BAR REINFORCEMENT: INFOF REINFORCEMENT SHALL BE PLACED IN THE OPERATION AND STANDARDS CODE, CHAPTER 4, DIVISION 44. (CRC R327.1A ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROL (INCLUDING CONTROLS FOR HEATING, VENTILATION AND All THAN 48" MEASURED FROM THE TOP OF THE OUTLET BOX A INTERIOR DOORS: THE BATHROOM AND BEDROOM DOORS I ,� O WEEP SCREED & WATERPROOFING DTL @ CONC. CURB 1'-0" WATER CLOSET DTL81 F /2' - T-0' m c O O: r gg L----------------------- ----- 7 r) w Jwxs.EEv L®� n �coxo uveE Emae Eury L`J . MWNANE o O 0 O �- ...�,..�._,.,e o .�..o axnxoox nxcnrt[crs R MLI FEE O eANNOTATION p LEGEND1211, T LT aaoa vuxs g MEvxoi[5 Q-2.0 Y � Y J L %n1 TRANSVERSE SECTION M J L J J L H A FIRE BLOCKING&DRPFT STOP WELLS OiAAN5VEA5E SECTION w B MSCIATIONSCHLCCLE 0.O0NINME �.+ a s .ate ANNOTATION LEGENO��„iy,�.,, LONGITUDINAL BILLION io,nw BUILDING SECTIONS A-5.0 p KEYNOTES