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HomeMy WebLinkAboutXR2022-2825 - Alternative Material & MethodsXR2022 - a e2s F d�W POkr v � i a C9trcOrtA�P CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newnortbeachca.00v 1 (949) 644-3200 CASE NO.: RECEIVED 8v COMMUNITY EIMLOPMEN' FEB I GI FOR STAFF USE ONLY Plan Check # rZ-ST G 22 Z # of tones REQUEST FOR MODIFICATION TO PROVISIONS F TITLE 9 (FIREE CODE) O OR TITLE 15 (BUILDING CODE) 3 / OF THE NEWPORT BEACH MUNICIPAL CODE Occupancy Classification (See Reverse for Basis for Approval) (Fee $297) Use of Buildin# of Units IL Project Status 1tJ P.C, ❑ 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 For above requests, complete Sections 1, 2 & 3 DISTRIBUTION: VG� /gym Check / below by printing in ink or typing. _, +'er Plan Petitioner [I Inspector ❑ Fire ❑ Other TJ JOB ADDRESS: PETITIONER: SITE ADDRESS: 702 St James Place Petitioner Cynthia Childs, Architect Owner Willhoit Constmction LLC tPabti 7e m hn tw.ns;n..q Address 2732 E. Coast Hwy., Suite B Address 1278 Glenneyre St. Suite 213 Corona Del Mar, CA Zip 92625 Laguna Beach, CA Zip 92651 Daytime Phone ( ) 9ect.00 -3528 Daytime Phone ( ) 949-285-5444 Email: cchildsCd)ccarchitect.com 2 REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached. Allow path of egress to travel beneath framed deck for more than 5 feet from basement bedroom. 3 USTIFICATIONIFINDINGS OF EQUIVALENCY: CODE SECTIONS: R310.1 Additional fire protection has been provided at deck, ceilings, and supporting walls: One -hour fire -resistive deck construction, and 5/8" type ")Cgypsum board sheathing at walls and ceilings Decking: ESR Report no. 1757, Details 21ID2 and 221D2 Position Architect Petitioner's SignatureCA Professional Lic. # C-22985 Date: February 17, 2023 FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: ❑ CBC 104.1I1CFC 104.9 CBC 104.10/CFC 104.8 (Alternate materials & methods) BC Modification) ❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached By: Date Request (DOES D S N essen any fire protection requirements. Request (DOES) °ESN° lessen the structural integrity The Request is: 'Granted ❑Denied (See reverse for appeal information) ❑ Granted (Ratification required) Conditions of Approval: CHIEF BUILDING OFFICIAL Signatnl'e Positron Date 0 2 -Z-7 - 77a 2-2� Print Name i o-n1a i r APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse) (Signature, statement or owner or applicant, statement of reasons for appeal and filing fees are required.) rY OF RT BEACH ,(2 (5SK I. CASHIER RECEIPT NUMBER: �[�1IS3 24Z3 Fonns4nodir 07108/22 xtvs- 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 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 Form available at Permit Counter accompanied by the proper fee. You will be notified in writing of the appeal hearing's time and date. BILLING CONTACT CHILDS CYNTHIA ARCHITECT Cynthia Childs 2732 E COAST HWY #B CORONA DEL MAR, CA 92625 SEW Pp�T a0 3m . k } 404 Cl FORT "�=arsma Payment Date: 02/17/2023 Reference Number Fee Name Transaction Type Payment Method Amount Paid XR2022-2825 MODIFICATION FEE -ALTERNATE MATERIAL/METHOD Fee Payment CC EPL $297.00 702 ST JAMES PL NEWPORT BEACH, CA SUBTOTAL $297.00 TOTAL $297.00 February 17, 2023 8.11 Xv 100 Civic Center Dr, Newport Beach, CA 92660 Page 1 of 1 City of Newport Beach Community Development 100 Civic Center Dr. Newport Beach, CA 92660 949-644-3141 Welcome 013726-0010 Judi I. 02/17/2023 04:10PM 000072879 INVOICE Childs, Cynthia (CHILDS CYNTHIA ARCHITECT) External Item Reference: INV-00008543 External Payment Reference: REC-008353- 2023 Item: Balance due: 0.00 MODIFICATION FEE - ALTERNATE MATERIAL/METHOD 297.00 Payment Id: 154276 -------------- 297.00 Suhtotal 297.00 Total 297.00 CREDIT CARD FOR EPL/ENERGOV 297.00 Visa ************8697 Ref=18513302103 Auth=013796 202302172512 AID=A00.00000031010 Invoice=202302172512 AuthCode=013796 Entry=Chip_Read AppLabel=VISA CREDIT ATC=undefined Seq= Change due 0.00 Paid by: Childs, Cynthia (CHILDS CYNTHIA ARCHITECT) Thank you for your payment City of Newport Beach COPY DUPLICATE RECEIPT ICC EVALUATION SERVICE s • I -Codes provide recognition In all 50 states • Specialty code recognition wwvvJcc-es.org 1 (800) 423-6687 1 (562) 699-0543 A Subsidiary of the International Code Council® IMES Evaluation Report ES R-1757 DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 18 13—Pedestrian Traffic Coatings REPORT HOLDER: CROSSFIELD PRODUCTS CORP. EVALUATION SUBJECT: DEX-O-TEX WEATHERWEAR ROOF DECK COVERING 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2021, 2018, 2015, 2012, 2009 and 2006 International Building Code® (IBC) ■ 2021, 2018, 2015, 2012, 2009 and 2006 International Residential Code® (IRC) ■ 1997 Uniform Building Codes (UBC) ■ 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Properties evaluated: ■ Durability ■ Wind resistance ■ Fire classification ■ Fire resistance 2.0 USES Dex-O-Tex Weatherwear Roof Deck Covering is a walking deck and Class A roof system for use over plywood, steel or concrete decks. The system is also used as a component of a one -hour fire -resistance -rated roof assembly. 3.0 DESCRIPTION Dex-O-Tex Weatherwear roof deck covering is a multilayered, trowel -applied, waterproof roof coating that is subjected only to normal foot traffic. The system consists of a series of troweled coatings that form, successively, an elastic latex membrane, an integral composition flashing, and a flexible rubber cement traffic surface, made of Resistite paste, Resistite powder, Neobond II membrane Reissued March 2022 This report is subject to renewal March 2024. liquid, N-38 paste, and Standard Neotex powder. A base sheet separates the Dex-O-Tex application from the surface it covers, permitting it to `float" over normal building cracks and movement. Dex-O-Tex Weatherwear components are all combinations of liquid rubber latex polymers incorporating dehydrating powders, vulcanizers, and special aggregates. The total thickness of the material is 3/16 inch to 1/4 inch (4.8 mm to 6.4 mm). 4.0 INSTALLATION 4.1 General: Installation of the Dex-O-Tex Weatherwear must be in accordance with the manufacturers published installation instructions, the applicable code and this report. The manufacturers installation instructions must be available on the jobsite during application. Liquid components have a shelf life of one year and must be stored at temperatures above 320F (0°C). The system must be installed only when the ambient temperature is above 32OF (0°C). Materials must not be applied if precipitation is occurring or expected. 4.2 Preparation of Substrates: Structurally sound, clean, dry substrates listed above must be prepared, as described below, prior to the application of the finish material. 4.2.1 Structural Concrete: The surfaces must be clean and free of standing water. All holes, joints and cracks must be pointed flush with portland cement mortar, and all high spots cut or ground off to provide a smooth, even surface. Before the material is applied, the substrate must be carefully swept, or blown clean by high-pressure air to remove all dust or foreign material. Special care must be taken in the preparation and cleaning of all corners and edges. Foreign materials such as paint, grease and oil must be removed by either grinding or sandblasting, with new concrete surfaces acid -etched. Large areas to be covered are required to have control joints at maximum intervals not to exceed 20 feet (6096 mm) on center, with the control joint system worked out to meet all known deck stress -concentration points. The control joints must be cut in the same manner as for standard concrete construction, and then caulked. 4.2.2 Plywood Base Material: Plywood substrates must be minimum 5/a-inch-thick (15.9 mm) exterior -grade plywood, having a maximum span of 16 inches (406 rum), and with tongue -and -groove edges and ends blocked or all ICC-ES Evaluation Reports are not to be construed as represenungaestheties or am, other attributes not specifically addressed nor are thev to be construed t as an endorsement ofthe subject ofthe report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC., express or implied, as _,A►i'I1B to any finding or other matter m this report, or as to am, product covered by the report Copyright ® 2022 ICC Evaluation Service, LLC. All rights reserved. Page t of 5 E$R-1757 j Most Widely Accepted and Trusted Page 2 of 5 edges blocked, and face grain perpendicular to supports. The plywood must be supported along all edges, and adequately fastened to all bearings by means of countersunk wood screws, or screw nails equivalent to 8d ring shank nails spaced at 6 inches (152 mm) on center, or as otherwise required by the applicable code. The nails must have a minimum penetration into the beams or joists supporting the plywood as required by the applicable code. The plywood surface must be clean, dry and free of all foreign materials such as paint, grease, oil and dust. Cracks in the plywood and all panel butt joints are to be sealed using a caulking compound. 4.2.3 Steel: Steel surfaces, having sufficient rigidity to avoid excessive deflections or being solidly backed by a rigid substrate, must be cleaned of all dust, grease, oil, silicone, loose paint, etc. The surface must be sufficiently roughened to assure a good bond by sanding, grinding, etc., and the resultant dust must be carefully removed. 4.3 Class A Roof Covering over Plywood Deck: a. The plywood is described and installed as set forth in Section 4.2.2, at a maximum slope of 1/4:12 (2.1%). Plywood panel joints must be filled with joint compound consisting of one part Resistite paste to three parts Resistite powder, mixed by weight. Total minimum thickness is 9/32 inch (7.1 mm). b. One layer of Type IV, asphalt -coated, fiberglass base sheet complying with ASTM D 2178 must be applied to the plywood. The sheets must be nominally 36 inches (919 mm) wide by 56 yards (51.2 m) long and must weigh a minimum of 10.5 pounds per 100 square feet (0.5 kg/m2). The base sheet must terminate 2 inches (51 mm) from the perimeter, protrusions and other flashing areas, and must be lapped 2 inches (51 mm) atjoints. c. Metal flashing must not be less than 0.019-inch (0.48 mm) (No. 26 galvanized sheet gage) corrosion - resistant steel and must be degreased before installation. The base sheet must lap over the horizontal flange of installed vents. d. A mixture of one part Resistite paste and 2.25 parts Resistite powder, by weight, must be applied to all exposed surfaces and extend 4 inches (102 mm) onto the adjacent base sheet. Coverage must be a minimum of 19 pounds per 100 square feet (0.9 kg/m2). e. Perimeter and flashing areas must receive a coating of Neobond II membrane liquid at a minimum rate of 30 pounds per 100 square feet (1.5 kg/m2). Loose -woven jute fabric, nominally 0.035 inch (0.9 mm) thick and weighing 7 ounces per square yard (237 g/m2), must be embedded into the wet Neobond 11. The combined thickness of Neobond 11 and fabric must be approximately 0.07 inch (1.8 mm). Each coating must be dry (this normally requires 12 to 16 hours) before recoating. f. Flat (field) areas must receive a coat of Neobond II membrane liquid at a rate of 21 pounds per square (1 kg/m2). Random strands of fiberglass mat, weighing 114 ounce per square foot (76 g/m2), must be embedded into the wet Neobond II. The combined thickness of Neobond 11 and fiberglass must be approximately 0.050 inch (1.3 mm). Each coating must be dry (this normally requires 12 to 16 hours) before recoating. g. An additional coat of Neobond 11 is applied, to fill voids in the jute and fiberglass fabrics, at the rate, respectively, of 6 pounds and 5 pounds per square foot (29 kg/m2 and 24 kg/m2). Thickness of the membrane system must be 0.085 inch (2.1 mm) at perimeter and flashing areas and 0.062 inch (1.6 mm) in the field area. About six hours are needed for cure. h. A mixture of one part N-38 paste and five parts Standard Neotex powder, by weight, must cover the surface at a rate of 80 pounds per 100 square feet (3.9 kg/m2). The approximate dry thickness must be 0.090 inch (2.3 mm). After curing for a minimum of 12 hours, a second application at a rate of 52 pounds per 100 square feet (2.5 kg/m2) yields a dry thickness of 0.060 inch (1.5 mm). The total application is 132 pounds per 100 square feet (6.4 kg/m2), for a total dry thickness of 0.150 inch (3.8 mm). i. After the Standard Neotex has cured for a minimum of 12 hours, a topping mixture of one part Resistite paste and 2.75 parts Resistite powder, by weight, must be troweled on at a rate of 18.5 pounds per 100 square feet (0.9 kg/m2), yielding a minimum dry thickness of 0.016 inch (0.4 mm). After curing to a dry state for a minimum of three hours, another topping is applied using one part Resistite paste to 2.1 parts Resistite powder, at a rate of 12 pounds per 100 square feet (0.6 kg/m2), yielding a minimum dry thickness of 0.010 inch (0.25 mm). Total topping application must yield a minimum dry thickness of 0,028 inch (0.71 mm). j. After the topping application has cured to a dry state for a minimum of three hours, two coats of AJ-44 dressing must be roller -applied, at a rate of 150 square feet per gallon (3.7 m2/L), yielding a minimum dry thickness of 0.005 inch (0.13 mm). The first coat must be cured dry (this normally requires two to four hours) before application of the second coat. Total thickness of Items a through j of Section 4.3, excluding base sheet and perimeter/flashing bond coating, must be a minimum 0.245 inch (6.2 mm) at flat areas and 0.268 inch (6.8 mm) at perimeter areas. 4.4 Class A Roof Covering Over Concrete and Steel Decks: The roof deck must be concrete or steel prepared as noted in Section 4.2 of this report, with a minimum slope of 1/2:12 (4°/%). For concrete substrates, the base sheet must be bonded to metal flashing at the perimeter. For steel decks, the base sheet is optional. If a base sheet is used on steel decks, it must be bonded directly to the steel deck at the perimeter or installed with a metal flashing as for the concrete surface. The roof covering must be installed in accordance with items b through j of Section 4.3, above. 4.5 One -hour Fire -resistance -rated Construction: The Dex-O-Tex Weatherwear Roof Deck covering installed as described in this report over 5/8-inch-thick (15.9 mm) exterior -grade plywood with 2-inch-by-8-inch (51 mm by 203 mm) joists spaced 16 inches (406 mm) on center, with all plywood joints blocked, may be substituted for the double wood floor described in Footnote 13 of Table 7-C of the UBC and Item 13 and footnote m of Table 721.1(3) of the 2021, 2018, 2015 and 2012 IBC [Item 13 and footnote m of Table 720.1(3) of the 2009 and 2006 IBC[. When installation is over nominally 2-by-8 joists, the design bending stress assigned to the joists must be limited to 78 percent of the code -prescribed design values. 5.0 CONDITIONS OF USE The Dex-O-Tex Weatherwear Roof Deck Covering described in this report complies with, or is a suitable ESR-1757 I Most Widely Accepted and Trusted Page 3 of 5 alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Materials must be manufactured and applied in accordance with this report and the manufacturers instructions. In the event of conflict between this report and the manufacturers installation instructions, this report must govern. 5.2 Applications must be by applicators authorized by Crossfield Products. 6.3 Fire classification must be as described in Sections 4.3 and 4.4. 5.4 Under the 2021, 2018, 2015 IBC and IRC, and 2012 IBC, installation must be limited to areas subject to an ultimate design wind speed (Wit) of 130 mph (209 km/h) on structures with a maximum height of 40 feet (12,192 mm)in Exposure B areas. Under the 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC and 2006 IRC, installation must be limited to areas subject to a maximum 3-second gust basic wind speed (V3s) of 100 mph (161 km/h) on structures with a maximum height of 40 feet (12,192 mm) in Exposure B areas. Under the UBC, installation must be limited to areas subject to a maximum fastest -mile basic wind speed of 80 mph (129 km/h) on structures with a maximum height of 40 feet (12,192 mm) in Exposure B areas. 5.5 Materials are manufactured by Crossfield Products Corporation, in Rancho Dominguez, California, under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Walking Decks (AC39), dated June 2017 (editorially revised November 2020). 6.2 Reports of reduced -scale fire -resistive -rated assembly tests. 7.0 IDENTIFICATION 7.1 Product labeling shall include, the name of the report holder, and the ICC-ES mark of conformity. The listing or evaluation report number (]CC -ES ESR-1757) may be used in lieu of the mark of conformity. All containers, except for those of the fiberglass base sheet and loose woven jute fabric, are identified with the report holders name and the manufacturing address, the product name, the date of manufacture, the shelf life and the lot number or production number. In addition to the above, the materials listed in this report are identified with the ICC-ES report number (ESR-1757). 7.2 The report holders contact information is the following: CROSSFIELD PRODUCTS CORP. 3000 EAST HARCOURT STREET RANCHO DOMINGUEZ, CALIFORNIA 90221 (310) 886-9100 www.dexotex.com lamd(&cpcmail.net IMES Evaluation Report ESR-1757 CBC and CRC Supplement Reissued March 2022 This report is subject to renewal March 2024. www.icc-es.ora 1 (800) 423-6687 1 (562) 699-0643 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 18 13—Pedestrian Traffic Coatings REPORT HOLDER: CROSSFIELD PRODUCTS CORP. EVALUATION SUBJECT: DEX-O-TEX WEATHERWEAR ROOF DECK COVERING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Dex-O-Tex Weatherwear Roof Deck Covering, described in ICC-ES evaluation report ESR-1757, has also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2019 Califomia Building Code (CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD) and Division of State Architect (DSA), see Sections 2.1.1 and 2.1.2 below. ■ 2019 California Residential Code (CRC) 2.0 CONCLUSIONS 2.1 CBC: The Dex-O-Tex Weatherwear Roof Deck Covering, described in Sections 2.0 through 7.0 of the evaluation report ESR-1757, complies with CBC Chapter 15, provided the design and installation are in accordance with the 2018 International Building Code® (IBC) provisions noted in the evaluation report and the additional requirements of CBC Chapters 15, 16 and 17, as applicable. 2.1.1 OSHPD: The applicable OSHPD Sections and Chapters of the CBC are beyond the scope of this supplement. 2.1.2 DSA: The applicable DSA Sections and Chapters of the CBC are beyond the scope of this supplement. 2.2 CRC: The Dex-O-Tex Weatherwear Roof Deck Covering, described in Sections 2.0 through 7.0 of the evaluation report ESR-1757, complies with CRC Chapter 9, provided the design and installation are in accordance with the 2018 International Residential Code® (IRC) provisions noted in the evaluation report and additional requirements of CRC Chapter 9, as applicable. This supplement expires concurrently with the evaluation report, reissued March 2022. ICC FS rvaluation Reports are not to be construed as representing aesthetics or anvother attributes not spechiicalty addressed, nor are thev to be construed as an endorsement pjthe subJecl oflhe report or a recommendation for Its use There is no warranty, by /CC Evaluation Service, LLC, express or Implied, in ��� _ to any finding or other matter in this report, or as to anv product covered by the report Copyright© 2022 ICC Evaluation Service, LLC. All rights reserved. Page 4 of 5 ICC-ES Evaluation Report ESR-1757 FBC Supplement Reissued March 2022 This report is subject to renewal March 2024. www.icc-es.orn I (800) 423-6687 I (662) 699-0643 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 18 13—Pedestrian Traffic Coatings REPORT HOLDER: CROSSFIELD PRODUCTS CORP. EVALUATION SUBJECT: DEX-O-TEX WEATHERWEAR ROOF DECK COVERING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Dex-O-Tex Weathenvear Roof Deck Covering, described in ICC-ES evaluation report ESR-1757, has also been evaluated for compliance Wth the codes noted below. Applicable code editions: ■ 2020 Florida Building Code —Building ■ 2020 Florida Building Code —Residential 2.0 CONCLUSIONS The Dex-O-Tex Weathenvear Roof Deck Covering, described in Sections 2.0 through 7.0 of ICC-ES evaluation report ESR- 1757, is a component of a Class A roof covering assembly, in compliance with the Florida Building Code —Building and the Florida Building Code —Residential. The design requirements must be determined in accordance with the Florida Building Code —Building and the Florida Building Code —Residential, as applicable. The installation requirements noted in ICC-ES evaluation report ESR-1757 for the 2018 International Building Code® meet the requirements of the Florida Building Code — Building and the Florida Building Code —Residential, as applicable. Use of the Dex-O-Tex Weathenvear Roof Deck Covering for compliance with the High -Velocity Hurricane Zone provisions of the Florida Building Code —Building or the Florida Building Code —Residential has not been evaluated and is outside the scope of this supplemental report. For products falling under Florida Rule 61G20-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report, reissued March 2022. ICC-ES Evaluation Reports are not to be converted as representing aesthetics or anv other attributes not speeifrcally addressed nor are lhev to be construed ,, A&B rs as an endoemeul of the subject of the repon or a recommendation for to, use There is no warraary be ]CC Lvaluation Service LLC, express ar implied, as p` ------ to any finding or other mother in this report, or as to anv product covered by tire report Copyright 0 2022 ICC Evaluation service, LLC. All rights reserved. Page 5 of 5 VICINITY MAP 1 ci l.ocelion LEGEND V PLAN NOTES 1❑ esemleea:mxs4°W°ea4wgyafepah.sxlaMxgevlw Qeeee.maxai wuvcgpme. sv Gne'mgpl.m m5luxyepw. v❑ vmmTM nry Okxuwswv°e¢ei oPXa m°tw m.o nmwam NOTES GENERAL NOTES mmvMm �n x��erv�m:��u�..°enmro: m�alxwpma,Plu�um`�wee w�w.wl nvmmrovuw wm�nawm+vpLwy �sac«ep4„ v ,....menmt..m�uai�i+so�m�=mt^wi�aa��'x s.+u. is_ ixi w APPWCABLC COD65 y I'll —C cHpmtsm°°iusm�we Ik--IM caetxauct gswnrtcot t'vA SPECW. WSPECTIONS' e�r awlatmums tm°m°t.e=.a,tm'we,p.'L°°. p,m,Lagwmh WNba, Wr.mmLxamvrevet °mmNn � DEFERREDEUBNIGTALS' �emi'mvgm,ae ymvmym,mrs°d,m w fo Nnlef asn mLm asasnvaercigwemvenp uK,mFv inMUS. PUBLIC WORKS NOTES m.maa e�mae'nsmu w�uwe wvnWae•••r. %�.✓�'L�wsAvwvm rw �, emvw, -Mmw - anuwd•w m^btraN mw•mm..°m�ee.e.,e.n,.a�i °,..,°mu�,e.,..0 W� �x�nlry ewe �w�umnnewmt wtiemwp.rtvmivenm ms,�a. ,+,.Cmw,rL mpmexxnwwvemaewai°,Wvaeeo u uvnue1°L'W Prime me We xMsaev. w wwe e�wn muwu v�m�° u pvx�s eym�vrm. s, W„pnexax'�ee wBtxgx�ouv Mwtas,mn'imumyvxN,iuq.Mui. � ��rN nmtlnvewxv0u•lem 702 ST. JAMES PL LOT 24, TR 1210 APd: 049-271d5 Fz pFr.-ieaaea. w s._ s onDll,aox t_ I iIR I I I. I I' I I 1 1 I 1 I I I 1 I m�etwJertmn. Wi^mm,m°aveawmawmw.°nvwusswa° vuymapp,xenvrvvmvgvwcywauL. W hmm�ew®r°reb'®em Wvne,Wl n ywemm°®maemawvesmpw 6m vuataMO. ®.Ialnvm°,a m, -.. µ9mm.vmmywmmPm mmm°Pm.�tm.PL.w.m.. PROJECT INFORMATION PROI6Cr DE0LR(PTION m.vm,sumam r6' wwv LEGAL DRICIU nON Lot ]k, Timt 01E10 APN: 042i1-15 PROIPLTDATA O¢tgsncY: R-]. U LmisW[Om TYR: V-O SptirvJOeted per NFPA 1)D ZamnB DmiPwlan:.Rl:m SHEET NDEX ARCXITEM111 SHEETS swm°i�srv,•vH �. Waem°'m6 w w Ow 3 tA's.a hmmw'� z cu-a�+xa mu iggy,9n,°su+ m.xAA�el.a x 6" N .s°xe LOT Tusllm c o'4°gisuxmiwxm BUBtlableAm .4= 6917 6SIl nLn[rLw.aM Flom ali®(Z.OxBUJtlableAm) I1,63. Mex, Fl—A— Gtw PlwrAm 7M09I B�m�ssnwN open Volume Area]A-idm(IS°h or eomzWe Nes)- Nun. - OpenVolimeArtshoviEetl M. M. 00.5°/el' mma PROPo ED RESIDENCE CIVIL ENGINEERING SHEETS B--. 2L47 clWnmc Rry Pkm: 2339 &--I Flwr: 1825 ®aympy Tem Houve (COMitiomd N,—) 6]II Gare[vs: _ ]83 Tasl House+Guages ]09i m LSuz ymv vt><exv - SHORING PLANS cc—mE = Pmia _ sL,.ln F 'I. IA E6] .7 On Flr D: Sa JFIwr U<b: Ill IM11 ORAL SHEETS OFF-STREET PARRBiG REQ116EMENr nt ofpt ,NaceS rtquiiM: J ssmn - - HAZARDS _. mm.pme...SQ x:og'�dm°gin LANDSCAPE SHEETS Ll My"m Om tmµmxmp 1 1 I I I i I I I I I I I I PROJECT DI RECTORY OWNER CIVIL ENGINEER/SURVEYOR CicilanRt D�9iixvioW cm—CeemocOw Trylrcall LonM1cc Willlblpli 13 1210G1E ,rt A. [egw BueX.CA 91651 ZPM5 Il vio GpWann Soi¢ZI] PA (919j305dI4f Isgwe Ygul G936ii mu (w91<waZLs SOILS ENGINEER (Cnign Roles.lmlm Aerp-nYdeCNpe) SA Gmue3WW CCAmJFu,1=B5R erF.'u9wx 10 a ,A66ryrvf1 CIOwWmee F6erte dACxAe1vW9 2EmC.11.0x6.9h DM +5 99)4MREDC—a ONm Acp°t Pt°1 Nu: 1rt I.IN ZZOI OI sTR-RAL ENGINEER LAxnSCAPEARCMtECT mEm Gml� .aP°`s"nmwtl ZPoSZCwwo Cgiaeam c�mmvA:>�u"Pmmn ]IOS Lapw Comm11 ' 936 Iyore Bx4CA 51 1�Pma NigueI.CAME6i Ftr (9i913061055 EN ERGY CONSULTANT CONTRACTOR mmrTmaxe wnmwtemmN..lm c R;ekwmm r.rlmwnml na smmwnTml Gtmy.G cm"..rmre uamraw CmYel T.r1a W11mdt Pu: plilnl-Ism Ine almmP'a sr. xzD Ptr (9N1i9$-050fi Lapne 9ptli, CP 9J651 Vir. (W9)RBSSiW xevlenev I ar 1 crmos + FWJ9�5�1 Q+ L e"i ` C Q x A . a� j FUE T U M � d Z 0 y w Sj on O aQ t— z C.C. PROPOSED SITE PLAN 1 p,T.I lel PROPOSED BASEMENT FLOOR PLAN SCALE: IW = V- �o�C* FLOOR PLAN NOTES LEGEND CONTRACTORNOTES c e�Ne .:ew�.we�.�uw exe,oee bvAiw�rviag ee'��v.�'.q. wm�rvnfi..uw.�� PLLT@ING NOTES w.wr�n WACNOTES ��. 1— d _ ..n✓x.•yne+a.4.wa�i.m...wniv �e:.emw.�nu..•..e n�.extw w.. x m•+ebemwemauro=�rvm.e.nnwmam.wu ELECTRICAL NOTES a •nm��v�A+'�iti m,w�mwx.urt... e,m..uaom STA NOTES N �nnp PLII. G SCFff E KEYNOTES Q�me.mnm.m.nmm.x®m,.,.wcu,.mm v—mem..e - �y'® c.0 w.scm�m.. w, nrru..asm. sub FI ure w..mr.nry Al CURRENT PLAN PROPOSED SECTION C-C SCALE: I/V = r-0- PROPOSED SECTION D-D SCALE- va^ = P-o^ �. ,. c. maWw� %�N°�'gtts.iAl. ❑i w MngMJLLr1 0 o n ®um ,.,.,.a.r. .i.rvo.�a.J�.,•nnwem. mamw��. nm.°an a:s, o= rviw..a.wrm.., i �orv, ❑ s. LLA og m ,oerg o- 5 m'�bbnwlm.ui@lC ermmvmg Pou'�p�m'mF�v-P�JMsm< m.^N.an emmfvgw memngw M bpv �e��s m�rvniwng Bw �m+mninlm o I All oa . �. MASTER BATH + MASTER BEDROOM 2-CAR GARAGE - ° MOD PDR. a ROOM ° ---- --------------- BALC. It --� 4, KITCHEN — IZEC. ROOM I NOOK COVERED PATIO PROPOSED SECTION A -A SCALE: 1/4" = P-0" PROPOSHMPESEIDt 6H4DS�'CTION C-C SCALE:1/4° = TaCALE: 1/4"=1' B" PROPOSED SECTION B-B SCALE: 1/4"- I a' ----- SECTION KEY NOTES F;re, o sS— A� c nrm oe<�iwrm. a.w. wsb ��"'eammwan..m �.nae.r.o ircoi x vmmimn W°EmeaxemmvPu. Am—Ly-1.. ,—. mve<w�s �.�m wa..wae�..remw�mmm.a� r rm+am.+wr.rm..aism�... ems: W cl "m."°Pm wev v.rw�...wiaa. rv+.w�w"i Qrwoxi`oo.m.¢na�.owrmm...rw'voa� err°�racoar.m,umeq.m.".......�xewaaaw�... u illft,nN:a"a `"dwe�%m�wu..m reuwem. 0 °11 -oirvremw.�.rakwem�.,3r.ww.re i� a mwme �. PX+o+aw nnipw +-xMwsW iu'mi"�' aua0 o� QvvAf.3�2'nKx'pyvvuoaanmmlf�em.loW.m umu aev .ne.p�m Ta"uu..w, weP•uem .�w�e,..�m�vmwP���� ° E 0 °.,.:,:rvn°z gynw•..amom.a,iwx:..ww.m�:�.°r V171. a AIO aEerRleu saevleE b11RMILE FAIEL om �� ... .�smYml wa vrnml axllaml.a O � EEG�w.w.E - .�mro,m�w..,.. OISCOR@LT EEOTION ,i iR.uuYa �iH NiGTm PRGM T� Ysrs., RP ~ vam R..m—a to mn .m:n.a - MANI ARE INSTALL A HMN BOIORG.NxPHt{ v oc •i/ao M w4M� ap•u wv fca W a Pxs n®ra mnv oR° WITr1A 6R&N FINISx snn4 smusm wv a�[mm. I PJLL SEOTION Euw,E Puw TM` Y M'IF[i e+vl vuRW aHce�® vum bRGNfT ODE UJNP.LTOR -MIX,MN ^ AW4 BARE COPPER WIRE WRE (MOIELTrD) a •�" �� vR a alma, v smmcrtRw aum �uwnY 61¢0.90m REUIF SERVIOE LGNpKTmTLR wP $E ENiRPNLE �T ONE -HOUR CEILING DETAIL /1 ADHERED MASONRY VENEER /.-.1 RIDGE / HIP DETAH. EAVE DETAIL w n JG EIEGTROOF L1 sc•LEr-Io 11 . -1u U - 0 MIN.MIN W, M'Mf�R r'mer �•"• LISTED 5YS,EM 6RO.NP �� R avm� ctAhPE f mYlY Yma..PY... e Tomur - .) . MF YPw s.s „a f/J. LD WATER RPIIK o p am,mY o I?va 0.Rm aYvu - CL1YMEfE FODIINb a S 9uw.P mrw ILHI� a..�a,oE � mNRmRRPm.m r.xP R[ , I � I. .. roRPa FER GROUND I -HOUR EXT. WALL ASSEMBLY FOUNDATION WATERPROOFING n HARDIBOARD SHINGLE SIDING n VALLEY FLASHING RAKE DETAIL 27 �� N�a PEEE ,u mw.c M®�_ �ss m N£A PCQ PXGTIMC m m6uR0 Po� �N soWLN 0. YM]E 91fIMMEpu E &W Ni SME crz npu ¢qa nwewXv �. P.W mM.CaIE as SMAv4 IXSIM➢EX PFP PVNG �•m vam nr,nm asau[vn xPms - �0 �u I �� ... I B anrRNP �✓ .v.YYn rwY wuwmw.sY Ye.a.xv I wnuv BYo . a °. • x r�wEPE P[v urowu,w.uT- LPP INGEP M u"�.: i � �� � • w[ a a OFa m u mwu ww .uo mnN,usw Rwv Rc smmmllar pars [c PPINur Pm pp1M �Aau s tRrenAmIIxE1 m. w Y,aa a y MPE NE91 I I EIM9I GPME SFfIINN A -A ,rYJ ^ x 8mpTatPa wws wmm Rna ipma P I VERTICAL SIDING PrE� rwwA�wT P� IaF Gi ��l ROOF TO WALL FLASHING o I I I I ALL BASE DETAIL AT GRADE PORCH DETAIL o 8 L aSGXE. V.M., n coma. -� MUNMn PG P[w15 A I �,�°F� mmr^�wa Yw.v I }, ��xxwE L I A I • x 11 � h . xo,c Pmui PEP YIuunnms PPx,m CONCEALED ROOF VENT 1 ^� PORCH DETAIL ...m 11 �_"[ ROOF •[m awPRar,GX Rrvu PPr nv.m TO WALL FLASHING �1 PORCH POST G1 ALL BASE DET L AT GARAG o� •,• `�` N ui`aasPnr �'AKI s ���.a�RPT � mN� . 7. m MM axe A, srcEi 'r.i wusm`nao Ir o- mu.e rt lMmR �' GE �urxEPE rtP IUV m. u, mra ® y E .:°Pi, i TE6'APm'"E nxv m,lam . EE.. Poa.,m tm.wx�R.au. n..nt Nx IoaPen[, WALL BASE DET IL AT GRADE n ECK FLASHING SHOWER CURB Gl BALCONY DRAINAGE DETAIL n VOLUME CEILING INSULATION �1 RAKE RETURN DETAIL (l cu I,: LE �� =All. -,..E. iu r xP�Ga�G I ar h C.C. D-1 Y I. n w N a C 0 1 Z N O w O Of Z W aao (n � I \I tJ O W w o °- U ¢ U 0- O n M • J 1 m Z U J Q m N Z _ sic O a_ Zm a a = cD � 3 Z prr'o 2 o a 3 5 � =o m v 5< Q} J 1 J (V X m � O K 9