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Home My WebLink AboutXR2023-2145 - Alternative Material & Methods��✓ ` 21 `RECEIVED BV COMMIJ CITY OF NEWPORT BEACH p�EL01, Nt COMMUNITY DEVELOPMENT DEPARTMENT OCj � 51W u s BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 Oiv OF crcoaN wvnm.newoonbeachca.cov 1 (949) 644-3200 CN � tdt:WPORt SEA CASE NO.: �. FORS AFF USE ONLY ❑ REQUEST FOR MODIFICATION TO PROVISIONS Plan Check is PC "'16$ Z- f Stones OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE) Occupancy Classification 14 OF THE NEWPORT BEACH MUNICIPAL CODE (See Reverse for Basis for Approval) (Fee $306) Use of Building 3po # of Units Project Status OL&N ® REQUEST FOR ALTERNATE MATERIAL Construction Tyge_ t/ (3 65 OR METHOD OF CONSTRUCTION Verifed by (See Reverse for Basis for Approval) (Fee $306) No. of Items Fee due 30 For above requests, complete Sections 1, 2 & 3 DISTRIBUTION: ,,4 Owner Z Plan Check, below by printing in ink or typing. etitioner ❑ Inspector ❑ Fire ❑ Other JOB ADDRESS: PETITIONER: SITE ADDRESS: 1606 ANTIGUA WAY Petitioner Ryan Oldham (Architect) Owner Michael Gaxiola ryae#larrorm r».,enfinerwenafaear/ Address 1606 Antigua Way Address 680 Langsdorf Drive #202B Newport Beach, CA Zip 92660 Fullerton, CA Zip 92831 Daytime Phone ( 949 ) 278-3802 Daytime Phone ( 714) 482-8296 Email: ryannoldham-architects.com Submit lane if necessa to illustrate r uest. Additional sheets or data ma be attached. ose agrees travel across 1-HR deck assembly as attemative to direct open sky access to yard below from bedroom agrees windows. The 1-HR gnation of the deck will provide safe access to occupants who need to traverse the deck to get to the yard below or for first responders who need EEQUEST: versethe deck from the yard below to gain access to the 2nd Pooregress window. In this instance the the have) distance of the deck is roximately 9'-9'. See attached drawings and detail, specifically detail 12/A4.0. USTIFICATIONIFINDINGS OF EQUIVALENCY: CODE SECTIONS: CRC R310.11� The 1-HR roof provides the time necessary and protection necessary to gain amass to the yard below across the deck. tt provides an equivalent protection as other parts of the code that use 1- HR protection in egress components such as comdors and vertical stair enclosures. It allows direct access to the yard below and should be considered as pan of the egress component described in CRC R310.1X Position Project Architect Petitioners Signature CA Professional Lic. # C-29715 Date: 09.14.23 FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance witic CBC 104.11/CFC 104.9 ElCBC 104.10/CFC 104.8 Ahernate materials & methods) (CBC Modification) ❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached By: Date gzquest (DOE DOES NO wen any fire protection requirements. quest (DOES) ESN lessen the structural integrity The Request Is: Granted ❑ Denied (See reverse for appeal information) ❑ Granted (Ratification required) Conditions of Approval: Signature Position GHIEF BUR DING OFFI(�kL Print Name 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: REC — O 1 h Z I Vl - Za23 Forms%modif W2123 e OVERH 014 _ — — — —— — — _ 0- —. — _ _ _ — _ • �- Y • w \ \ CROSS UNDERSIDE OF DECK II' DE FOR 1S HR EGGUMRATING SNEATHING AT '- COVERED PATIO SCRIPTIVE STANDARD, Keynotes ONEW WINDOW IN PLANE OF WALL. CONTRACTOR TO Wall 512E OF WIDTH ROUGH OPENING IN FIELD. WIDTH TO MATCH, WINDOW TO MEET PRESCRITNE TIRE 24 REQUIREMENTS OF ,30 U-VUUE/.23 SHOD WINOON MANUFACTURER AND TYPE PER OWNER, ONEW SECTIONAL GI DOOR IN DIETING ROUGH OPENING CONTRACTOR TO VERIFY IN FILED, GARAGE DOOR STTIE PER MINER Floor Plan Notes 1. ROOM MILE DESIGNATIONS ON PLAN ARE AS FOLLOWS: (E) = EXISTING SPACE TO REMAIN / NOT IN SCOPE (R) EXIS RNG SPACE TO BE RENGVATED (A) NEW ROOM TO BE CREATED 2. NL 2X4 WALLS ARE GFPPHIGLLY DRAWN W WIDE, 2X6 WI AT W WIDE. ALL DIMENSIONS ARE SHOWN TO FACE OF OR}WN1/SHEATHING UNLESS NOTED OTHERWSE. S. AU- FIXTURES, FINISH WTERWS, AND EWIPMEAT TO SE SPECIPED BY OWNER. 4. NL DOOR FRI OFFSETS FROM WALL CORNERS TO BE 4X' UNUFSS DIMENSONED OTHERWSE, 5, AT ALL CASEMENT EGRESS WINDOWS. THE CRANK MECNWISM SHALL NOT REDUCE THE REQUIRED HDGHT/YIIDTH OF EGRESS AREA AS REQUIRED BY CODE Plan WALL TYPES: IXbTNG WH OR REM TO BE REMOVED EXSTING WALL TO REMAIN NEW 2X4 WOAD FRAMED WN1: . 214 W000 STUDS PER STRUCTURAL DWGS . R15 MIT INSUUnON AT DOVUOR WALLS . EXTERIOR: SHEATHING PER STRUCTURPL. FINISH PER ELEVATIONS • INTERIOR; %. O AUL ELEC. SYMBOLS: WALL SCONCE TYPE FIXTRE'MRI LED. UMP. LIGHT TO BE ON PNKTO-CELL OR TIME CLOCK • 4' RECESSED DOWNLIGHT (OUTp^O, R RATED) WITH L.E.O. LAMP �WP G.F.CAL FIXTURE W"WATER-PROOF ENCAOSORE. MOUNT 12- ABOAE FAIUR SURFACE STANDARD TPE LIGHT SWRCN 0 48' AFF UNLESS NOTED OTHERWISE. WINDOW & DOOR LISTINGS: WINDOW @ DOOR SIZES ARE IN MOTH X HEIGHT: X.W R. @ INCHES X FT. & INCHES. EXAMPUE: Sob + S-0^ X 4'-eH SIZE EWI OPENING TYPE :P4FCS(TJ—ADEDWNAL INTO _XX/,XX—U-VALUE/SHGC (R) + REPLACEMENT IN EXISTING FlUMED OPENING (E) - EXISTING TO REMAIN IN) - NEW IN NEW FRAMED OPENING FX FlX SH = SINGLE HUNG SL = SUOER CS + CASEMENT DCS = DOUBLE CASEMENT AW + AWNING ME MULTI -FOLDING OG = OBSCURE GIA2ING (n = TEIAPEREO SAFETY GULNG X/X - U-VALUE / SHOD (FROM T24 CI -CS) (EW)- EGRESS WINDOW (PRUWDES 20'W X 24N CI -EAR OPENING) old ham a ts 714 A 82.82" 1 eme.m ,Ir<naeu om ®rTcrow—T oNe.m A-,.....,r.+A .tl Km. m rTIr N•+ M rmnm e �mN wA'lycm � imr m n. ua t+X ..wa a¢mesf.xWmnvmylrym E. (AAn. � PRDUEGTNA 21M DRAWN: DM ISSUE v.AA,M" A2.1 New tst Floor Plan New First Floor Plan Sciat: ly=1•-0• G.v.Ia A2 ODORS SHALL MEET THE !E STANDARD. E R-15 BATT INSULAnO6L Oi CUSTOM E%IERIOR GUeRDUL SSiEM. FOR SiONDNtD REQUIREMENTS SEE DETAIL SEE STRUCTURAL PUNS FIXi USTCONNECTAN OEFNLS. OCECK SURFACE TO BE I -HP CLASS A' EUSTOMERIC DECK COA➢NG. SLOPE MIN. 1% TO DUNS. SPEC: OU-O-TEk OEX-TFX (ICC ESR-1752) OR APPROVED EQUAL OJ NEW WINOOW TAT EN"NG HOUGH OPENING. CONTRACTOR TO VREFY SIZE OF WIDTH ROUGH OPENING IN FIELD. WIDTH M MTCH (E) R 0. MNDDW TO MEET PRESCRRNE TIB£ 24 REWIREMENIS OF .30 U-VA1JE/Z3 SHOC WINDOW MANUFACTURER AND TPE PER OWNER. I Floor Plan Notes I 1. ROOM PR.E DESIGAMONS ON PLAN ARE AS FCUDWS: BE) _ EXISTING SPACE TO REMAIN / NOT IN SCOPE (R) - UWNG SPACE TO BE RENOOKFED (N) - NEW BOOM TO BE CREATED 2, ALL 2X4 WAILS ARE GRAPHICALLY DRAWN AS' WIDE. 2X6 WALLS AT W WIDE. ALL DIMENSIONS ARE SHOWN TO FACE OF G ALL/SHEATHING UNLESS NOTED OTHERWISE, M AL FIXTURES, FINISH WIERMLS. AND EQUIPMENT TO BE SPECIFIED BY OTHERS. s. ALL BUILT-IN CASEWORK TO BE DESIGNED By DTHERS, CASEWORK SHOWN ON PAN ARE DIAGRAMMATIC. 4. AL BATHROOM WAILS/CEILINGS SHALL BE PAINTED WRH EGGSHELL SHEEN PAW OR HAVE A TILE MINSK ALL SNORER & TUB WA S SHALL HAVE A RIE FINISH TO MINIMUM 72' ABOYE FLOOR. ALL DRYWALL IN BATHROCM ARM TO BE MOISTURE RESSTANT 'GREENBOARO'. S. AL DI FRAMING OFFSEFS FROM WALL CORNERS TO BE N$' UNLESS DIMENSIONED OTHERWISE. 6. AT ALL CiSEFIEM EGRESS WINDOWS, THE CRANK MECWWISM SHALL NOT REDUCE THE REQUIRED HEIGW/M'IDTH OF EGRESS AREA, AS REQUIRED BY CODE. Plan WALL TYPES: MSONG WALL OR REM TO BE REMWED EXSDNG WALL TO REMAIN NEW 20 WWD FRAMED WALL: • 2X4 WOOD STUDS PER STRUCTURAL DWCS • R15 BAIT INSUURON AT EXTERIOR WALLS • EXFERXIR: SHEAMING PER STRUCTURAL FINISH PER EIIN%MONS • KMCRU R: W DRYWALL ELEC. SYMBOLS: WALL SCONCE TYPE FIXTURE WTIM L.E.D. LAMP. LIGHT TO BE ON PHOTO -CELL OR LIME CLOCK • 4' RECESSED W WHT (WIW]R RAINED) WRH LED. LAMP WP G.F.C.L `X E WIH WATER -PROOF ENCLOSURE. MOUNT 12' MUMS FINISH SURFACE $ STANDARD WPE UGW SNITCH O 48' AFF UNLESS NOTED 'HE M. WINDOW & DOOR LISTINGS: WINDOW & DOOR 52M ARE IN WIDM x HDI 00 _ FT. & INCHES X FT. & INCHES. SAMPLE: YH _ 3'-O W x 4'-6'1 ZSIZE (G I OPENING ) So18:5(TJ—ACDRIONLL INFO .Xx/.xx—U-VAVE/SHOC (R) _ REPLACEMENT IN EXISRNO FRAMED OPENING (E) _ EXISTING TO REMAIN (N) _ NEW IN NEW FRAMED OPENING Fx = FIXED SN _ SINGLE HUNG SL - SLIDER CS IM - CKWNF WS - DOUBLE CASEMENT AA _ ATNG IMF _ MULTI -FOLDING DO _ OBSCURE GLAZING ('N TEIAPEREO SAFETY GLAZING X/X S _ U-VALVE / GC (FROM T24 CACS) (EW) = EGRESS WINDOW (P WDES 20Y X 24'H CLEAR OPENING) ham archiTe <Is o Idham architects ePl iarve^eeH mN.., rnN. z alx Aex.exf6 I�olOAcm,,nM1i�ecu�em o1. 1 w PA - In .11 Nm cgryla o�MIYR n� pm my na w IN npmuw e, wgml rrme M� xwn vpnm•f wmn mmn a A1w e. ae+n. PROJECT No. 21N9 ORA. DM MUE: V J 1 A2.2 New 2nd Floor Plan Utllity Plan New Second Floor Plan Scab: Yr-1'-0^ Galdola #2 $IEEE RNUNG DESIGN/SHOP DRAWING iD BE APPROVED BY ARCNDECT k OWNER --X POST-2--LADING COPPER CAP,,' (PER smuc DOOR SYSTEM W/FLUSH TRACK /FLASHING t.sFLAT STEEL RNLELISfoMERIC LYMnNG Mi sIFE. SIAT COPPER PITCHINGEDGE FLASHING CW11NC aaMIERIORE45iINAERIC -FINISH DI MR GURER 1FINISH %` THINSET OVER•OEM COATING �1%6.2% ISEE iASCMRC SiRAM PLY DECKING 9L•RgELUORD CONNECTION COCON PER SntUCIURALTRG / ECTIOGUkRDRMLBIRE I. U 1CONNECTIOx CEIUNCI__BOARD—PANEL BOARD WRAPATB PMUNB FOR ATTACHMENT DETNLMG Cornice Detail at Roof B Deok Threshold! Deck Finish 7 Deck Edge 6 Guardrail Detail 5 Trellis Detail 4 a' COPPER CAP CIASS A EL45TOMERIC COATING (CC ESR-1ID7) FLASHING � INCYR PLY DECKING ? xh' 3' -- TYPICI ROOF CONSI PJCnON SINGLE PLY TORCH - ROOFING (IM ESR-IBBB 8-1) ROOD ROOF FRIAING w it01 rwerrvux.ruaronwm. ersx.nu.myq.u..cyrcwmc.a W Tn w'scawa.m.. 4n r4m �,,,(I,•"••• r. r � ♦ I I ..miao¢rn.,.ve�aKe N= �i�am+r +wMm�a�ea� � .. �, wlmw.ww•.mnvm�+...0 ve..um+q+.w _. '. 2`f DECK .IOIsis ii — 1\ L'%L' II %' DENSC SDI I V II I I FlREGUARq FOMI CORNICE B e I FOAM CORNICE BB e TkG CEILING BOARO I I i �I R I •I I, I NOTE: DUAL TO MEET OR EXCEED CONSIRL'C110N OF RC 2801 Comioe Detail at Wall 9 1-HR Deck Construction 112 — NYr' DECK L COPPER CAP Imo— I ( 12 TWIG• D a nunR ¢Tlou �1 7' FLASHING 5NW0 SOFFIT EVSTOMERIC DECK COALING (ICC ESR 1757) DECK FRAMING PER SFRUCNRPL O5 FIREGUARDING _ i T& SOMTWAS v ikG SOFFIT BOMD AT GUIDING - 3 11P _ MLL CohKiTRUCTION FINISH OVER NTH 6 CELH THRESHOLD e I (ALi: V STUCCO DYER IAn MSTFNI OF $XU1411NG k TkG) S T- VV 2 AYE LAYERS 15f BmG P>PER WOOD WNL FRAMING — STEEL GWRDRNL STEEL GWRDRNL Y FOAM CORNICE 9 — ID FO CORNICE DECK THRESHOLD A — DECK EWE r EN1RY SOfili Ij 1 I 1 STUCCO WPM Cornice Detail at Deck 110 II I `--- NEW G.L BEAM PER SIRUCNRAL LI --M CCOLkTH avER 1_ METAL UTH I WALL FRAMING -BUILDING PMER; LAP 0/ FLANGE OF I. SCREED �I P.T, SILL- I. I I B' MIN O SOL^ I: MIN. 2890 NETN. WEFP 3' MIN O PANNC ., >� ,' SCREED W/95- n E F Imo/ !' MIN O SOIL 2' MIN O PANNG I — BOTTOM OF W&L 11 CON! GUL'(— / GRADE SLOPES AWAY pF O SOIL Y _ _ I 2i O PAMNG FOUNDATION WµL Bottom of Wall I Weep Screed t 1 Section @ Front Facade swa: y- I'-G' 3 Section @ FnDM Facade Sme:V=V� 2 Secion @ Rear Deck Scaw:'t =Vo 1 Oldham ,I rC h It a C t s L___I o14 tlehazzm a,m h h1n c o nM�m awe n�Hlp.a v 1mr pw �n tea, u�wym vnv.v rR - PROJECT Ne.'. 2107 DRAVIN ON A4.0 Building Sections Gadola R2 ICC EVALUATION SERVICE he I -Codes provide recognition In all 50 states e Specialty code recognition wvvvvj c-es.org 1 (800) 423-6587 1 (562) 689-0543 A Subsidiary of the International Code Council® IMES Evaluation Report ESR-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 Intemational Residential Code® (I RC) ■ 1997 Uniform Building Code TM (UBC) ■ 2013 Abu Dhabi Intemational Building Code (ADIBC)t rrhe 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 Coveting 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 3A6 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 manufacturer's published installation instructions, the applicable code and this report. The manufacturer's 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 (OaC). The system must be installed only when the ambient temperature is above 32°F (01C). 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 mm), and with tongue -and -groove edges and ends blocked or all /CC -ES Evaluation Reports are not to he cononued as representing aesthetics or any other attributes not spec4hcally addressed nor are they to be construed as an endorsement ofthe subject of the report or a recommendation for its use. There is no warmnly by ICC Evaluation Service, LLC., express or implied, as p` AAW st to any finding or other maser in this report, or as to any product covered by the report. Copyright 02022 ]CC Evaluation Service, LLC. All rights reserved. Page t of 6 ESR-1757 I 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 dean, 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) at joints. 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 H. The combined thickness of Neobond II 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 1/4 ounce per square foot (76 g/m2), must be embedded into the wet Neobond II. The combined thickness of Neobond II 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 II 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 %-inch-thick (15.9 mm) exterior -grade plywood with 2-inch-by-B-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 1 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 manufacturer's installation instructions, this report must govern. 5.2 Applications must be by applicators authorized by Crossfield Products. 5.3 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 (Vuit) 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 (ICC-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 IamdCaacpcmail.net ICC-ES Evaluation Report ESR-1757 CBC and CRC Supplement Reissued March 2022 This report is subject to renewal March 2024. www.icc-es.orci I (800) 423-6587 1 (562) 699-0543 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: is 2019 California 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. ]CC -ES Evaleatlon Reports are not to be construed as representing aesthetics or arty other attributes not spectfrcally addressed, nor are they to be cons "d s' — { as an endorsement of the subject of the report or a mcammendalion for its use. There is no warrant, by 1CC Etmlvauon Service, LLC, express 0 mplied, as �.` _ to anyflndtng or other matter in this report, or as to any product covered by the report s . Copyright® 20221CC Evaluation Service, LLC. All rights reserved. Page 4 of 6 IMES Evaluation Report ESR-1757 FBC Supplement Reissued March 2022 This report is subject to renewal March 2024. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 0718 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 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: ■ 2020 Florida Building Code —Building ■ 2020 Florida Building Code —Residential 2.0 CONCLUSIONS The Dex-O-Tex Weatherwear 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 Weatherwear 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 61 G20-3, 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. fCC-ES Evaluation Reports are no1 to be construed as mpresentingoestheocs or any other attributes not specifically addressed, nor are they m be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, I.L.C. express nr implied, as p` AAW to any finding or other atauer in this report, or as to any product covered by the report. . Copyright®2022 ICC Evaluation service, LLC. All rights reserved. Page 5 of 6 TYPICAL DECK CONSTRUCTION • ELASTOMERIC DECK COATING (ICC ESR 1757) • DECK FRAMING PER STRUCTURAL • T&G SOFFIT BOARD AT CEILING STEEL GUARDRAIL DECK EDGE e NEW G.L. BEAM PER STRUCTURAL I Section Q Rear Deck Scale: Yz• = I' D 1