Loading...
HomeMy WebLinkAboutX2022-0616 - Alternative Material & MethodsA. N BPS � W � F 63 W Q ® 00 Lo z Lo N Um Uo 0 N M a V E A OF ��_ ccz� f6 �> cisOC7�L P60 T o wACD 030 '3 x .azxo W co � gz W ra U o rZ a O a, � c y j C N F..{ Un U o U U 0 0 G a p W p N N r Q c\j L O N N m O E Q p � o U � Z c w U U m `N_ y m a > y a p m c. N CL ; E R ❑� G] 'Z y G o LLsg ❑ -:: W U m �. w ',. E 1' N m E O L F c m ° a 0 nl ❑ m 1 e c a° o a s N d 2 k y C C Y Y 0 N o -� N o Z ❑a LL OU U O U E a 0 coa a F W W N O W c 0 0 y N o o d E S Q O N N a+ O r Z f0 C ❑ F 0 C in !! N o d o m _m J � a a_° a� Q 0 K` C m N �0 c mE W F N o m C) p a a m 2 `o Z N L C N o O W 0( m OE Z y F aw W cn W Q U ` _ /\� ��\// )} ) \¥ & / WW I / §6 2£§ Teams b eco_,! \ j WWOW-\\ /) \[} ) § Aƒ®0W zo,>eL Of CL (§\( ` �o�«u w_ : % - w of )§(/ a}\30 \ \+kJE �Z®� Ljj<fr / Saf/) j 0=)\T m = - 3 §* �[� z 3 Z - Lu & fif O _ -cc / - \§ \ __ / \ U _mwo ° w 2�(Ad/\ _ j \\/ \ ) ///\§_®§ /�d ° ® \ O w§ . \(j j ) /_<O{o & %\wwez[ W-C) gib\ % f 3 2 \ m\:D u I R\ 4= /(� �/� § \ af Ld }§(� §�C) 0 § 4� (L 0\/ �` }}§ ) 0» / Lu ( \ }) 2 }} o § DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 18 13—PEDESTRIAN TRAFFIC COATINGS REPORT HOLDER: PLI-DEK SYSTEMS, INC. 41610 DATE STREET, SUITE 104 MURRIETA, CALIFORNIA 92S62 EVALUATION SUBJECT: PLI-DEK AND CON-DEK WALKING DECK AND ROOF COVERING SYSTEMS IC. C�� CI� C<pj (\� PMG LISTED Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence- ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. Aere is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright ©2017 ICC Evaluation Service, LLC. All rights reserved. A Subsidiary of n WERNAEiORAI CODE COURCIP �ec`c/\a�a�nett.a J isanec vaes S PraOutl C#9otly AUM UCC, a1000 oa0 , ESR-2097 Reissued August 2016 Revised June 2017 This report is subject to renewal August 2017. 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: 07 18 13—Pedestrian Traffic Coatings REPORT HOLDER: PLI-DEK SYSTEMS, INC. 41610 DATE STREET, SUITE 104 MURRIETA, CALIFORNIA 92562 (800)364-0287 www.Pfidek.com EVALUATION SUBJECT: PLI-DEK AND CON-DEK WALKING DECK AND ROOF COVERING SYSTEMS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012, 2009, and 2006 Intemational Building Code® (IBC) ■ 2015. 2012, 2009 and 2006 international Residential Code®(I RC) ■ 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 20091BC code sections referenced in this report are the same sections in the ADIBC. ■ Other Codes (see Section 8.0) Properties evaluated: ■ Durability ■ Wind resistance ■ Fire classification ■ Fire resistance 2.0 USES The Pli-Dek and Con-Dek systems are walking deck and roof covering systems for use directly over plywood (Pli-Dek) or concrete (Con-Dek) decks. The systems are also used as components of one -hour fire -resistance - rated roof assemblies as described in Section 4.4. The systems provide a Class A or Class B roof covering fire classification as described in Tables 1, 1A and 2. 3.0 DESCRIPTION 3.1 Pli-Dek System: The Pli-Dek system is a polymer -modified, cementitious walking deck and roof covering system that consists of a plywood substrate covered with expanded metal lath; a polymer -modified cementitious base coat; an optional reinforcing fabric layer; and intermediate and sealer coats. See Section 4.0 and Tables 1 and 2 for recognized system configurations and corresponding component requirements. 3.1.1 Materials: 3.1.1.1 Substrate: Exterior -grade plywood must comply with U.S. DOC PS-1 or PS-2 Minimum thickness is specified in Tables 1 and 2 of this report. 3.1.1.2 Metal Lath: Metal lath must be a minimum 2.5-pound-per-square-yard (1.36 kg/m2), hot -dipped galvanized lath, complying with ASTM C847. 3.1.1.3 Staples: Staples must be No. 16 gage, 7/8-inch- crown (22.2 mm), /8-inch-long (15.9 mm), corrosion - resistant staples complying with ASTM F1667. 3.1.1.4 Pli-Dek GU-80-1 Gray Base: A proprietary mixture of Portland cement and silica sand packaged in 46-pound (20.9 kg) bags that is mixed on -site with the GU-80-1 Liquid Admix, at a ratio of 1 gallon (3.8 L) of Liquid Admix for each 46-pound (20.9 kg) bag of GU-80-1 Gray Base, in accordance with the manufacturer's instructions. The mixture is used as a component of the base coat and intermediate coat of Pli-Dek systems. 3.1.1.5 Pli-Dek GU-80-1 Top Coat: A proprietary mixture of Portland cement and silica sand packaged in 46-pound (20.9 kg) bags that is mixed on -site with the GU-80-1 Liquid Admix, at a ratio of 1.25 gallons (4.7 L) of GU-80-1 Liquid Admix for each 46-pound (20.9 kg) bag of GU-80-1 Top Coat, in accordance with the manufacturer's instructions. The mixture is used as a component of the intermediate coat of Pli-Dek systems and as a component of the third coat of the Con-Dek system. 3.1.1.6 Pli-Dek GU-80-1 Custom Top Coat: A proprietary mixture of Portland cement and silica sand packaged in 46-pound (20.9 kg) bags that is mixed on -site with the GU-80-1 Liquid Admix, at a ratio of 1.25 gallons (4.7 L) of GU-80-1 Liquid Admix for each 46-pound (20.9 kg) bag of GU-80-1 Custom Top Coat, in accordance with the manufacturer's instructions. The mixture is used as a component of the intermediate coat and third coat of the Pli-Dek CF System and as a component of the third coat of the Con-Dek system. 3.1.1.7 Pli-Dek GU-804 Liquid Admix: A polyacrylic emulsion available in 5-gallon (18.9 L) containers, and used as a component of the base coat and intermediate ,CC -ES Evaluation Reports are not 10 be construed as representing aesthetics or any other attributes not spec fcolly addressed nor are they to be conslrued as an endorsement oflhe subject ofthe report ar a recommendation for its use. There is no warranty by rCCEvaluation Service, LLC, express or implied as to any finding or other mailer in this report, or as to any product corrred by the report. i 6 Copyright 020171CC Evaluation Service, LLC. All rights reserved. �""fdw"" �•• Pagel of 6 ESR-2097 ] Most Widely Accepted and Trusted Page 2 of 6 coat of Pli-Dek systems and as a component of the third coat of the Con-Dek system. 3.1.1.8 PD Epoxy: A two-part amide epoxy, either clear or pigmented, packaged in 1-gallon (3.8 L) containers for on -site mixing in equal parts by volume. The workable time of the epoxy mixture is 45 minutes, with curing in eight hours at 75OF (23.8°C). The epoxy is used as a sealer coat in the Pli-Dek T system. 3.1.1.9 Pli-Dek GS-88-1: A proprietary water -based acrylic mixture available in 5-gallon (18.9 L) containers. Curing time is two hours at 75°F (23.8°C). The mixture is used as a sealer coat for both Pli-Dek and Con-Dek systems. 3.1.1.10 Pli-Dek GS-99-1: A proprietary water -based acrylic mixture available in 5-gallon (18.9 L) containers. The mixture is used as a sealer coat for both Pli-Dek and Can-Dek systems. 3.1.1.11 PD Resin: PD Resin is a liquid polymer bonding resin used as an optional coating for the Pli-Dek B and Pli-Dek U systems, and as the base and intermediate coats for the Con-Dek system, as noted in Table 1 of this report. The resin is supplied in 5-gallon (18.9 L) containers. 3.1.1.12 Fiberglass Mat: The fiberglass mat must be a multidirectional chopped strand mat weighing 0.75 ounce per square foot (0.23 kg/m2). 3.1.1.13 Pli-Dek Seam Paper: Pli-Dek Seam Paper is a 2-inch-wide (51 mm), water-resistant, reinforced, asphalt - laminated Kraft paper material that is used to cover plywood joints. 3.1.1.14 Aggregate: Natural sand, pebble or crushed rock, ranging in size from ASTM Ell No. 60 sieve up to, and including, 3/8 inch (9.5 mm). 3.2 Con-Dek System: The Con-Dek system is a fiberglass fabric reinforced cementitious walking deck and roof covering system that consists of a 0.75-ounce-per-square-foot (0.23 kg/m2) fiberglass mat, a liquid polymer resin, polymer -modified cementitious coats, and sealer coats applied directly to a concrete substrate. See Sections 3.1.1 and 4.3.2 and Table 1A for system configuration and component requirements. 3.2.1 Materials: 3.2.1.1 Substrate: The concrete substrate must comply with the applicable code and must have a minimum compressive strength of 2500 psi (17238 kPa) [minimum of 24 MPa is required under ADIBC Appendix L, Section 5.1.1]. 3.2.1.2 Other Components: The Con-Dek system consists of components as described in Sections 3.1.1.5 through 3.1.1.7, 3.1.1.9 through 3.1.1.12, and 3.1.1.14. 4.0 INSTALLATION 4.1 General: The Pli-Dek and the Con-Dek systems must be installed by applicators trained and approved by Pli-Dek Systems, Inc., in accordance with this report, the manufacturer's published installation instructions and the applicable code. The manufacturer's published installation instructions must be available on the jobsite during installation. 4.2 Pli-Dek System: 4.2.1 Preparation of Substrates: The plywood substrate must be installed in accordance with the applicable code, and must be clean, dry and free from dirt and other foreign material that may prevent adhesion of the base coat. All substrate joints must be tongue -and -groove or be blocked with nominally 2-by-4 wood members. All substrate joints must be gapped '/e inch (3.2 mm) and covered with Pli-Deck Seam Paper, which then must be tacked in place. Seam paper ends must overlap a minimum of 2 inches (51 mm). All valleys, openings, parapets, walls, sliders, door thresholds, jambs, posts, scuppers, penetrations, fascia or adjuncts must be flashed with minimum No. 26 gage [0.019 inch (0.48 mm)] corrosion -resistant metal, and caulked. Adequate drainage must be provided in accordance with the applicable code. 4.2.2 Metal Lath: Metal lath must be laid out over the entire substrate surface, with joints overlapping a minimum of 3/4 inch (19.1 mm). The lath must overlap metal flashings a minimum of 1% inches (38 mm). The lath must be stapled in place with No. 16 gage, s/e-inch-long-by r/3-inch- wide (15.9 mm by 22.2 mm), corrosion -resistant staples, no less than twelve per square foot (129 per m). The metal lath must be stapled together at the lath lap joints and where the lath overlaps the seam paper, with staples not more than 2 inches (51 mm) apart. 4.2.3 Coating Application: One bag of GU-80-1 must be mixed with 1 gallon (3.8 L) of GU-80-1 Liquid Admix for use as the base coat for the systems described in Tables 1 and 2. This mixture must be applied at the coverage rate noted in Tables 1 and 2 and must be troweled into the metal lath in such a manner that all holes and voids are filled to full depth and none of the lath or staples is exposed. Under normal working conditions at an ambient air temperature of 70°F (21.10C), finish coatings can be applied within 24 hours of the base coat application. The intermediate coat and sealer coat must be applied over the base coat, in accordance with the schedule in Tables 1 and 2 of this report. An optional fiberglass and resin coating may be applied over the base coat of systems (contact Pli-Dek for installations that require this application), as outlined in Footnote 2 of Table 1. The fiberglass mat must be laid over the deck with minimum and maximum overlaps of and '/2 inch (6.4 and 12.7 mm), respectively, and extending to the furthermost edge of the deck. PD Resin must then be applied over the mat at a rate of 1 gallon per 50 square feet (0.815 UM) , and must be worked into the mat using a /2-inch (12.7 mm) nap roller or trowel. After the resin is allowed to dry for a minimum of eight hours, the surface must be checked for any blemishes, air pockets, or bubbles, and for any items than may have become embedded. Areas containing such items must be cut out and filled with a fiberglass mat and PD Resin as described above. Pinholes, if found, must be sealed by applying PD Resin over the affected area at a rate of 1 gallon per 100 square feet (0.408 Urn) until the pinholes are sealed. The fiberglass and resin coating must cure for a minimum of two to six hours before application of the other coats required in Tables 1 and 2. The temperature range for application is a minimum of 50°F (10°C) and a maximum of 110°F (430C), with ideal conditions being between 60OF (15.6-C) and 90-F (32.2°C) in high humidity. The coatings must not be applied in moist or inclement weather. Pot life and curing time vary with temperature and humidity. At 70-F (21.1°C), the maximum working life is one hour. 4.2.4 Pli-Dek U—Underlayment for Ceramic Tile: The system must be applied in accordance with the schedule in Table 1 of this report. After curing for eight hours at 75OF (23.81C), the surface can be used as a backing for exterior adhered veneer, such as ceramic tiles, applied in ESR-2097 I Most Widely Accepted and Trusted accordance with the veneer manufacturer's instructions and the applicable code. 4.2.5 Method of Repair: The damaged area must be completely removed, including the base coat and lath. New metal lath must be stapled to the clean, dry substrate, and 4 the system reapplied as described in Sections .2.1 through 4.2.4 of this report. If substrate damage occurs, the retention of the fire -resistance and strength properties of the system must be investigated. 4.3 Con-Dek System: 4.3.1 Preparation of Substrate: Concrete substrates must be designed and installed in accordance with the requirements of the applicable code. The concrete surface must be free of loose particles, fins, ridges, voids or air - entrained holes, curing agents, bond breakers, oil, grease, dust or any foreign matter which would prevent bonding. Control and expansion joints must be installed at stress concentration points to control cracking. The concrete surface to receive coatings must be roughened by water/sand/bead/shot blasting, etching or grinding in accordance with the manufacturer's published installation instructions. The concrete surface must be sloped to a minimum of /4:12 for proper drainage in accordance with the requirements of the applicable code. The concrete surface must be properly cured prior to installation. Flashing must be provided in accordance with the applicable code. 4.3.2 Con-Dek Application: The fiberglass mat must be laid over the substrate with minimum and maximum overlaps Of and inch (6.4 and 12.7 mm), respectively, and extend to the furthermost edge of the deck. PD Resin must then be applied over the mat at a rate of 50 square feet per gallon (1.23 m /L), and must be worked into the mat using a '/2-inch (12.7 mm) nap roller or trowel. After the resin is allowed to dry for a minimum of eight hours, the surface is inspected and prepared for a second coat of PD Resin a2 a rate of approximately 100 square feet per gallon (2.46 m /L). The fiberglass and resin coating must cure for a minimum of two to six hours before application of the third and sealer coats noted in Table 1A. The desired third coat (GU-80-1 Top Coat or Custom Coat mixed with the GU-80-1 Liquid Admix) is applied, and the finished product is sealed with either the GS-88-1 or GS-99-1. The temperature range for application is a minimum of 501(10°C) and a maximum of 110°F (430C), with ideal conditions being between 60-F (15.60C) and 90°F (32.2-C) in high humidity. The coatings must not be applied in moist or inclement weather. Pot life and curing time vary with temperature and humidity. At 70°F (21.1°C), the maximum working life is one hour. 4.4 One -hour Fire -resistance -rated Construction: 4.4.1 Pli-Dek System: Pli-Dek systems identified in Table 1, having a minimum base coat thickness of 3/18 inch �4.8 mm) and installed in accordance with this report over /6-inch-thick (15.9 mm) exterior -grade plywood, with minimum 2-by-8 solid sawn lumber joists spaced at 16 inches (406 mm) on center, and with all substrate joints blocked, or tongue -and -groove exterior -grade plywood, may be substituted for the double wood floor described in Item 13 of 2015 and 2012 IBC Table 721.1(3) [2009 and 2006 IBC Table 720.1(3)]. When installation is over 2-by-8 joists, the design bending stress assigned to the joists must be limited to 78 percent of the code -prescribed design values. 3of6 4.4.2 Con-Dek System: When the Can-Dek system is installed, as described in Section 4.3, over a concrete roof with a one -hour fire -rated resistance per 2015 and 2012 IBC Table 721.1(3) [2009 and 2006 IBC Table 720.1 (3)], the Con-Dek system will not change the rating of the assembly. 4.5 Roof Covering Fire Classification: 4.5.1 Pli-Dek System: When installation is in accordance with this report, the assemblies have the fire classifications noted in Tables 1 and 2. 4.5.2 Con-Dek System: When the Con-Dek system is installed as described in Section 4.3 and Table 1A, at a maximum slope Of inch per foot (2 percent slope), the system has a Class A roof classification. 4.6 Wind Resistance: The wind uplift resistance of the Pli-Dek and Con-Dek walking deck and roof covering systems is limited to the wind uplift capacity of the roof deck construction on which the system is installed. 5.0 CONDITIONS OF USE The Pli-Dek and Con-Dek Walking Deck and Roof Covering Systems described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 The systems must be installed by applicators trained and approved by Pli-Dek Systems, Inc., in accordance with this report, the manufacturer's published installation instructions and the applicable code. If there is a conflict between the manufacturer's published installation instructions and this report, this report governs. 5.2 Installation of the Pli-Dek systems must be limited to use in areas where the wind speed does not exceed what is specified in Section 4.6.1. The plywood and its attachment to support framing must be adequate to resist the required wind load. 5.3 The roof deck on which the Pli-Dek system is installed must be designed to resist the design wind pressures of the applicable code. 5.4 The roof deck on which the Con-Dek system is installed must be designed to resist the design wind Pressures of the applicable code. 5.5 The products are manufactured for Pli-Dek Systems, Inc. at manufacturing locations identified in the approved quality manual, 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 October 2013 (editorially revised December 2016). 6.2 Report of small-scale fire tests in accordance with ASTM E119. 7.0 IDENTIFICATION Each component container is identified with a permanent label bearing the report holder's name (Pli-Dek Systems, Inc.) and address, the product designation, the lot number, and the evaluation report number (ESR-2097). The label includes the one-year shelf life and the date of manufacture. Rolls of Pli-Dek Seam Paper are identified with the product name (PD Seam Paper) and the Pli-Dek Systems, Inc. name. ESR-2097 I Most Widely Accepted and Trusted Page 4 of 6 8.0 OTHER CODES In addition to the codes referenced in Section 1.0, the products described in this report were evaluated for compliance with the requirements of the 1997 Uniform Building CodeTm (UBC). The products comply with the (UBC) as described in Sections 2.0 through 7.0, but with revisions to Sections 3.1.1.1, 4.4.1 and 6.2 as follows: • 3.1.1.1 Substrate: Exterior -grade plywood must comply with UBC Standard 23-2 or 23-3. Minimum thickness is specified in Tables 1 and 2 of this report. • 4.4.1 Pli-Dek System: Pli-Dek systems identified in Table 1, having a minimum base -coat thickness of 3/16 inch (4.8 mm) and installed in accordance with this report over a/a-inch-thick (15.9 mm) exterior -grade plywood, with minimum 2-by-8 solid sawn lumber joists spaced at 16 inches (406 mm) on center, and with all substrate joints blocked, or tongue -and -groove exterior - grade plywood, may be substituted for the double wood floor described in Assembly 13 of UBC Table 7-C. When installation is over 2-by-8 joists, the design bending stress assigned to the joists must be limited to 78 percent of the code -prescribed design values. • 6.2 Report of small-scale fire tests in accordance with UBC Standard 7-1. TABLE 1—PLI-DEK CLASS A WALKING DECK AND ROOF COVERING SYSTEMS'''' MAXIMUM MINIMUM SYSTEM SUBSTRATE DECK BASE COAT INTERMEDIATE THIRD COAT SEALER COAT BASE COAT SLOPE COAT THICKNESS (inch) k Knock Knock Down s /3-inch-thick , /a:12 GU-80-1 GrayBase applied at 30 ft. per GU-80-1 Top Coat applied at — GS-88-1 applied at 3/18 ow plywood bag mixture mixture 100 sq. ft. per 100 sq. ft. per gal. bag mixture PlSmo s /e-inch-thick , /a:12 GU-80-1 GrayBase applied at 30 ft. per GU-80-1 Top Coat applied at GS-88-1 applied at PP 3/1B Smooth Smooth I plywood bag mixture mixture 110 sq. ft. per — 100 sq. ft. per gal. bag mixture GU-80-1 Gray Base applied at 100 sq, ft. per Pli-Dek C— PoSand s la -inch -thick plywood , /a:12 GU-80-1 Gray Base applied at 30 sq. ft. per bag mixture; with No. 16 silica sand _ GS-88-1 applied at 3/16 Sand bag mixture broadcast over q. ft. per al. 100 s p g the entire area at 100 lbs. per 300 sq. ft. Pli-Dek CF— Custom Finish s /e-inch-thick , /4:12 GU-80-1 Gray Base applied at 30 ft. per GU-80-1 Custom Top Coat applied GU-80-1 Custom To p Coat applied at GS-99-1 applied at a plywood bag mixture mixture at 120 sq. per 150 sq. ft. per 200 sq. ft. per gal. 116 bag mixture to bag mixture PD Resin applied at 75 sq. ft. per Sand i B— Sand Finish s /3-inch-thick 1/4:12 GU-80-1 Gray Base applied at 30 s ft. per pp p gallon; with No. 16 silica sand — GS-88-1 applied at 3 plywood bag mixture broadcast over 100 sq. ft. per gal. /16 the entire area at 100 lbs. per 300 sq. ft. Pli-Dek U— SA -inch -thick GU-80-1 Gray Base PD Resin a7pe Underlayment plywood /4:12 applied at 30 sq. ft. per at 100 sq. f— - 3/16 for Ceramic Tile bag mixture gal. ruf Or. I Flull = co.4 mm, -i n = umvzu m , t gallon = 3.785 L, 1 pound = 0.45 kg. When applied over 1/2-inch-thick plywood at any slope, systems provide a Class B roof covedng fire classification. 2Optional fiberglass mat and resin coating may be applied over the base coat as described in Section 4.2.3 of this report. Minimum slope is /4:12. 4Substrate thickness is minimum thickness. ESR-2097 I Most Widely Accepted and Trusted Page 5 of 6 TABLE IA—CON-DEK CLASS A WALKING DECK AND ROOF COVERING SYSTEM' SYSTEM SUBSTRATE MAXIMUM DECK SLOPE BASE COAT INTERMEDIATE COAT THIRD COAT SEALER COAT GU-80-1 Top Coat PD Resin applied to PD Resin applied applied at 175 sq. ft. per bag GS-88-1 applied at Con-Dek System Concrete' 1/4:12 ''/4-oz. fiberglass mat at a at 100 sq. ft. mixture or 100 sq. ft. per gal. or rate of 50 sq. ft per gal per gal. Custom Top Coat GS-99-1 applied at applied at 175 sq. ft. 200 sq. ft. per gal. per bag mixture ForSI: 1 inch = 25.4 mm, 1 ft2 = 0.0920 m2, 1 gallon = 3.7851. 'Minimum slope is'14:12. Concrete substrate must comply with the applicable code and have a minimum compressive strength of 2500 psi (17238 kPa) [minimum of 25 MPa is required under ADIBC Appendix L, Section 5.1.1]. TABLE 2—PLI-DEK CLASS B WALKING DECK AND ROOF COVERING SYSTEM' MAXIMUM MINIMUM SYSTEM SUBSTRATE' DECK BASE COAT INTERMEDIATE COAT SEALER COAT BASE COAT SLOPE (inch) GU-80-1 Gray 3/4 gallon of PD Epoxy PLI-DEK T—Troweled '/2-inch-thick 5:12 Base applied at PD Resin applied at thoroughly mixed with 100 lbs. of selected aggregate and s /16 Pebbles and Epoxy plywood 35 sq. ft. per bag 80 sq. ft. per gal. troweled over a 30-square-foot mixture area For SI: 1 inch = 25.4 mm, 1 ft4= 0.0920 m`, 1 gallon = 3.785 L, 1 pound = 0.45 kg. 'Minimum slope is'/4:12. 2A9gregate is specified in Section 3.1.1.14 of this report. 'Substrate thickness is minimum thickness. ICC-ES Evaluation Report ESR-2097 FBC Supplement Reissued August 2016 Revised June 2017 This report is subject to renewal August 2017. www.ice-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: 07 18 13—Pedestrian Traffic Coatings REPORT HOLDER: PLI-DEK SYSTEMS, INC. 41610 DATE STREET, SUITE 104 MURRIETA, CALIFORNIA 92562 (800)364-0287 www.plidek.com EVALUATION SUBJECT: PLI-DEK AND CON-DEK WALKING DECK AND ROOF COVERING SYSTEMS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Pli-Dek and Con-Dek Walking Deck and Roof Covering Systems, recognized in ICC-ES master evaluation report ESR-2097, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2014 Florida Building Code —Building ■ 2014 Florida Building Code —Residential 2.0 CONCLUSIONS The Pli-Dek and Con-Dek Walking Deck and Roof Covering Systems, described in Sections 2.0 through 7.0 of the master evaluation report, ESR-2097, comply with the Florida Building Code —Building and the Florida Building Code —Residential, provided the design and installation are in accordance with the Intemational Building Code® (IBC) provisions noted in the master report: Use of the Pli-Dek and Con-Dek Walking Deck and Roof Covering Systems for compliance with the High -Velocity Hurricane Zone provisions of the Florida Building Code —Building and the Florida Building Code —Residential has not been evaluated, and is outside the scope of this supplemental report. For products falling under Florida Rule 9N-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 master report, reissued August 2016 and revised June 2017. ICC-ES Evaluation Reports are not to be construed as repressuargaesdoures or any other attributes not specifically addressed, nor are they lobe construed as an endorsement of the subject ofthe report or a recommendation for its use. There is no warranty by ACC Evaluation Service, LLC, express or implied, as m anyfrnding or other matter in this report, or as to any product covered by the report. Copyright® 2017 ICC Evaluation Service, LLC. All rights reserved. Page 6 of 6 I SECOND FLOOR PLAN 1/4" Q 0 OIa]M OI n (W W �f■�����OiL:J I I I I C��� i 4 jr-�I�' DNNG Bpi Lei C i CID i U 6 ( I I _ s� i j ,. ]+• fx DUNIDO, Y151m EPE` n.y.xMS.N, �; ORMCARAA AD w ,mm colOm9x6 uMr r ro w i 4ExaWN = EYDRIdi - LIA•. nll-.xlo M4gJz �NYL Lwkl--�. Al.-ECY P�NA DOL_�NR .e1i1 "M o IPOI 19•. NI3,M'MMOR GWFO DWI COngRdlm ffiME A16 D U' RWI® xp]II AlL .tea �ml�� Y 1 I/r awx ro ut OR ..I Iaa��YlOuO o,mw N/ oiW FW Xlnm Gma •« dR wI�IW.W wA a• Mrx PoIN( q10 SFIffCr Nlv Fypla a mOo Foul Ixa+unox eual u• BEmvO alY w fwl COUPPOMn RACE NP ORrgxl ewlm HE uwl xisn ♦ uL Iwnc ortlmsPm ul0 R1I L A I nsm ra ML Foes. B¢ax oNrvH4 :� SPRAY EPA, IMNAnCx, q-la ulx. :ii W�v[ g ie tWf DC. FAR S IMXOfFS Bii 9�Wmq� Rnotl flmOx rfP qaR ml a' INKK Rllut PRO 41Fcr PIS, ,%i .y q ar¢ m on ww fllw A+wunox .i V. mu Pm wrtwol6 Om Elmz'mAroeE. rm wrr wmm o my N/ Dusan mu . i C B F.NN w rXHa.®.rfn.aelxf aflm OVER CABINET �' m m9'• mwl0 - m M. aAa CONDITIOA. N srrRw E. aF CAengrAP RM m. oa R[ouwvI%Fu arm. r-I m MmM .W RIf mAY �. �,m,.•f[oR m111.1. mAM IEPW .AGR . I,T m11NR oEV PoI F6W BµYEq COMA iMF ML SOUP f. '- .•, I AMRAYIPPml Ail Rm Me r NIL "PC b[fR1REp AxD Al. r N+11 i1Rn fomlmYp nPm Ar Au EVPEs, eam ogrraua a.nnmm oc+wu rxmwc ( /.-a 9V/YFBW IMVNgoA mMX, m IrrxNIl� MB W9-rtE/A-f mm M� X6MM IN a frasuxA BEAM W gQANFA[IEp SPACE Yf Itlrua B! a m.1Y for ¢¢ cmglAw;F M, mmxZ reewPa orww oabrtay ...HOOASSaDAN, Ou cOVOCCEP, WAS.IN . PER PIAN YeWT3 Y.'LL w+LS 6 X P R {q L(0a y/A-e Z - 3' TYG IWAM qi0 416r RI].1 RA MqI a/A-e FpW R1g11Agpy 9ord1, ]' Bfl'WJ G. 1 xW.gt Mlm iln]t a SRIXp AWfmf GOIIo11Mm ¢AFF a0 Am MIF➢ wLL�O �,Me flWOFA BkLgY PFA a-1 aW�O OMNOI ./ IIN. 19 W YISOIIEEII) M' w Y e ].1r owW9F a 0I INOOE ON SLA, EEIi%''?um"Vw>m RViWl Omtl CONDITION y IAet�.m Al I -II A.Gloa�m raE xo mwi xw¢ nf. W owvn umw aEw MueM xm as moeM "-. -- Ga m mare Aoa nn . ____--___. __. -�! -___ Ale raormum uefc �l Pfo; RUN.. mm A lmw WINE ROOM SPECIFICATIONS '' f xmm myN.L wsxa mfU xa.r w.D E FLOOR PLAN ry_ppp E. NUMwe / wluX i1 � bwNfr Or NmfP. .W'fu) TPE i MANUFACTURER HEATSGLO , G. P, PR MODEL NI EA EA . FIRE MEDIA GRAY STCNES (E41M-GS-8) p T® ma ParcA[ a CERTIFICATION ANSI 2211-2019 I' medal wnu m°�w+La Ra°°xomlm VENT 9" DIAL M'L M� li real• IRA AI rfc' H. n;: w. �¢�al v%dlwl C. 1 LL4N nr/rl miAl1OGlrcam flMm rvomwral U. ---------- i mW ar t_____i_________, CI ..e w4Fala PloRxWIM1w7on wi`ax srfr91 uW as wm+� FI k I. moo--v"'wlf]'af emo; FAav I= ms MIX II �II�.m.G.xxy y Me ®I mrlu,E aE._I Fa rL..waaW > a Im xovvr. w al mo u-I fW xf mmmUx _______ ____ _ � ;A aE X-I w AIL I,reMaxl �mMLL fFFM rvw.�n-r Y I/I •=T—• u• .f4� ImoMp1B.9aM9 AG. aE M YY mACEW°i. nm.vnr prcur oR m'mm Am _ FIREPLACE SPECIFICATIONS D FLOOR PLAN NOTES A TYPE 2 FP2YP_ _p_ TYPE 4 MANUFACTURER EUROPEAN HOME PRODUCT LUCIUa-140 MODEL E4-LUC-I4URD-xlT(DWBLE BURNER SYSTEM) FIRE MEDIA GRAY STONES(EA-FMfiS-B) CERTIFICATION ANSI 321,11.50A-2009 VENT E" DIA. wax ® D6CRIPPON YODEL NUMBER /y SRE xvN H X D) A xaaanllmRMsml IecIuf¢v A. y'nm-u• o P+n2 wE-xnlny yv,]M np D 92w ofx w5 _O,mm fra0•m• D ttn¢ wty wE -CrYWf .Y ,Cr 11 a w A 911 8 FIRST FLOOR PLAN 1/4" FIREPLACE SPECIFICATIONS I I E I APPLIANCE SCHEDULE n9Ya wnNm x vke PYIm uaNq. ww x Ywx a s mM Cut FILE NO, wP 81IM - CENEBIC slew wr a memrvrm xwtt Mm ma,lle rlquC9 rc ]/I!' xY IMaum x pHpw2 xm N 100.T vw sA' d4 ollugn mwE anom.Mwxm9 uaspMax�Re wn usl Wl@II mn m. u IO' ac 41Aa YMIEYID. ER9N nUMNG SNYS �o wMNmle NRPW R FM'Y Ilw Nv Htt R.SdI IflaNml uvE mw i ✓+r In' cxn xi AILm AIL Otlacndn L - 91fP 04G. wppna �w"+-0fleCM.t CAM dVL[ RrYYA My Y CB���� m s 1 ilsa 'n i MEWtS� —_— �11�TF ImlmrcmMtmmet Vp[ta��9YIN's'ixvlm x�im�-nNp - sa u. I emF u]gwu Ri�'in��Im. romrt M t�EMgMO�aAw�vN1YS� N-m. � CwO Fm Ce¢ C � SEE EFNL 11 /A-8 PXE Im eEi. tt Fu-6a NS ♦ MM9kEwE ImIXNIw NYiN'xuwimTvmwttwrc ��� 1 mPam a rn`:mm'°aww°`+nrro w.um �3 }a} NML m ETN k F9MIE YMMM9 91GeM �M � p EM�ICIIrtI � 9GMKn" 116C I NmWMN2 flU5 �rlm � — 1'y3tt55 A, NZ f�4X aN uF/A `O 9 MY1 u Im NO m11w nNFB 1n'IMX aM fMldEre — — /a ss rNE pt %OW Rm peECllIXls a' LIMCO NY0 nln� lgge V I m u'HmW wlu�NxwMro 9wE. le a Xrt'mclm g R I} I } It sa tyr a 9L qE u1FX eK IttE x i •i s/e It R' NN[fNf siNN1 / 1 1/x ]/1' qdP. case ®M v a @ MPum Fxvuv. u u awr xm ro aNw wm .X Q:- w/ 1/r wNL xY .em ax.+w e.w alnOn.pM re+nNm xMa l a• ux,a AC II WE-YMM11• NEM4 Y}- SrM'9LiF a Mff Put PI.,,," RNI Ir'18N VhNG1ilAY Ke NAV -T }_ QI .VPYGBLE rlelE 1 CIASfi A SKIW IDEM p ObB.Wd m 911M teem mP NQ Nmll# gFAXIIE➢ �— /NIX. I Nvlas �FnnrNa wvwla n IA?- — — �1 MRl NAMINUM 6'SE CMi M]EMIEONIE cMr CT M REbe sLLPE m.m-I Wr MM aMrU me° IM tu2 axtlE mL Mre m tIE IT µ9 PxgrzY lo• uax s YNRl I— I— III ' 1' 1k,8 = x) In' N9. mflV 1 "]/e•.e• Ve ECRE9E wl ^MN� —III— 'R. r�ge[iE � BMY YVMf � I n }a YM. BENI � }X NIH M/L PNNIm 95ENE MAL R; ].]9' ml l.].9 M' 69T1BS1 R1N9 MIXIMYN HVE CO1i rtOC%NE9S ]:In' N�TM�nuwrxMaWnSIE ° HUIE: MMtlYY XFIfA1Egl II II II-- -�f-_- - — FNE YW9T RISE NWM EF B'4 1 DECK/ FLAT ROOF SECTION , IHR. 21 HR WALL 17 STAIR GUARDRAIL SUPPORT 13 TREAD AND RAIL SUPPORT 9 1'q Scale ns'n'-o' �LlNI�,. EXTI2q STUCCO WEEP SCREED SCALe v4'era' Ern2a SC➢L'_:I .4"" U'- (REPLACE CLEARANCE Y��px��(� 5 gTR911 COLS: ,S'=1'9' —Y —e FPOU' E%TUe` SCPLB V4'_I'-0'. ac-mmis�.l M1MIN M nM : (MIFR YM 10.1. NX " Moo" 1K 91IPE r0P RS i0R dIAN4^aE Ia mCN _eew,p mBI V1 u U rAX L nl9lel fix'[ �oM wFFI¢ 1W sEi11N0 &D �E Ml`t ePMENl 14GMIN9 m� � - x W I�w SNalr Mu NM � saMaawYNlw 1 1 ]I+' iFYP. (SMS �� i/x' ma ar+Cm xCm 9N� PIMmW�Me f/HE NSIfA YX u+ap IxIWCR � � exmngt %Mrw em.vo, I..i as � m 4vG flINMEXE Wm uNLLRA'MFHi pxYXU vwx0 1gEYfE � 5 1 1 1 9W0 FlYH! BOM 90FS ew'elllw mN[ p 1 n{pemi/ WICrI EWE XB9Mr PLIWOCO "mmNa Xyr Mwx 'q eanlE Y1 m m rulm. 1 cu59 eLwB9FF 9 u wuE 3 R V I.E• m IwE Xr w E% . FlNI91 14R PUg9 Y f 1 I %EA P. A�AMIXe Ie AUEW� vl nwnw W M 4^11 SNpS PM RR/NI rtP P RJF WRK i i r0 N,W. PFR t% -e t I 1 I %L(LM / FgEPu¢ ixYl a v°imE� �� Wm rw _ -, Rla9x n9xl]-' 101cv y .. Iw ..„w: xNla �ae utmm rwm I I I �m te�arv�m Fl i9 PW smucNPAL 1 I � � �� ovaE� nM \ ' `I--- � ..M It mR MI:IIORME PxMEn mPnIY w. (^W..�xcwvlam�ac + 6 N I ' ' Iwmm lll—I I I I � I I +nlbgM Aµ I i-1I xflxNlw m+SO IaMclm mN mxanon e r � oa..,axn wwxyr1. M�^Y I m curo`w MaY91°1NX° AE oaw 4RP FM]NYe ---- wmw � I 'wad MNII'w Nun i I I I ""� � III=I I L—L=III=III=III-11 �d VAULTED CEILING 22 ScaLE:l /r-'-o' RATED WALL < 3' TO P/L 18 GLASS RAIL FINISH 14 e>{ TREAD SECTION 10 PREFAB. FIREPLACE (FLUSH) 6 11 ps IM SGLE: V2'-1'-u' STONE VENEER ON STUDWALL 2 >iRUll SCALE: II/2"-I'-U' --UUr SCALE: I I/2"-I'+J' G. bMN Flu01 aR aM Pm vnS affialiYm4�4a xx I. CM RW. IEA CmE � MIIIA UWLMZ1Wimue[IM'nela 4rOYEN ttM Lnw uRW Mmlm.la leBm ml lZ wIX IK9gC y ]M.�SIIdxN MIM eYO 12M FPMIEW® pw¢9W tlMNW]NI MOm2N2 ak MWXK Cxi wa xu svN Fx1eaM YE L+qy 6NR I!' OG YM I Y ¢xwnap pyyl �yyE� p r MnIY.Y e� O gp},I pyp 9/e' IEYP, fAI55 M' x ASprC IOx XE NwF/LNm 11kM ,xMlnnE ♦ m � wl rmrd 1 w� :� eluxo .� ErvY]49N yNVE J91Iit TeMG At �NIP�•fE Ws fe+ ¢[nUIM tOIme Pm wx Wgi0W1N.}Y W.x, 1�29•-� CW.NW)RA wml Y WAss 9ro dNnw kaNW � _ WniAOur II�M Cpm m�r___=.XrEMFNIM a OC W/ 1/l6'CK Q�_ _ _ _._. _lxa PmZDECORATIVE FINS 23 ADHERED VENEER19 PANEL GROUND IS Nrs FI s9a GLASSAGE II CHIMNEY TERMINATION 7 gp a SCALE: or=1 0 VL, DECK SCUPPER _� 3 SCALC: 1/2'=1'-0' FNI: x -sla"I€de'' �pOY€ SCALE 3'=I'-0- vm'mlra re'"a"' IIL�� paags e' rALL uww 8=gW e WYlwu /� M1pNO �— O.G FIFO' W' <ME FlPE 1.9' - R' FA dREClltx wiawM[Nrt i FIXn�m yIp �mx WY 1 /NYx1KR wn Pek mLW9 j---� Y�g gg / _ - ro �— FMmve r'R°w x. MaPMo mlwrwrs wum NAW wNL sulsPSE la'-x• ® I I iislvae rve NL mr®camlws � u o/ � �4 � �5pa$ c°"'wxoUP wrw �� �w(MI 9EYCV0 � __ Matwr�x lk�NlXWIw j�nm I --�aW111NC i \\ i w Migsu`w�ole[ I I L ii ,x wuk ii@�gg��F ^ 'l Fill, wEa' A� xwn lu m ax 21-18 �'�N $ L�4 FlxiEN aPNE 4/25/22 'xFp B[1xaM 9CNn A_8 WALL PANEL W/ TRELLIS 24 WALL PANEL 20 UTILITY PANEL ELEVATION 16 HANDRAIL 12 VENT COVER 8 DECK TO WALL 4 .-RUU2 SCALE l2"=' J' FP06 11 Y 29 SCiLB 4^=' U' E%Tn2U SECOND FLOOR PLAN 1/4" I I •as,al ePa• u•L-xovs-w µ WWI..DB yudD1 a-SalYnn aun T 0 .Drama AA CdCp9110 YMi VFNf M ueE b [mow m1A p qp V n.Y F O CIXI.11IdED SPM£la••NIO .WPOM.a TMYF� 4 NN Alu • 6 M AAk ° O 4<• W1'MB' nli m°°•Orm, NNCIM n"� fAM•IIMED �M£ y �cnw IX°°mY w. MFWd. A, OqR Iq°°tiwl Iq' NM vnOna) 9 -AWAA .. Oran 0lnn e m /1'�du Nm Ott. d WAan MC Am. a.... • �V^ X. YPpI WX[! 8 Cl Wa W 1' AjA w MD alEGi Rn.l Y eiv n gPuamrt ¢N'rtX .. I Fuel lxxwnnd en°m, r PEYDND a wuuna '�'w•' .",maL•) ate wP aPnwL eum TAPED 4I uL EOfiB. BD-0X'°•p1YWVL a,` SWm ¢w e4 WMEA,0W Ixsuma'R ODES xlx. . �,�Mm[f6 .PXC IIrIIkS1'eA / \ / ® m Bmw Fm aulvA nom e i � .•¢refly RMDd Pall RP QfiR Eb�mamF O r P . W up mD mmr Pu.l ,m _ r . • v � EaAnd Wnlm m« sa aAr W w,mxi Pm wnm •ga. qX"µ•XAIwoe" Curma�mD.vrf •mm m °xo �..T� W/w'dW®•M1YIOV N ,WMamd MwID nlmMJm miry$§ m w m,l aenRm a mn a.m. m..a a C Sa a oONDIT 4NN� c vwe a • m ,§. 't F/L[drySlC! q dm/Sall'wlen Vr°/,°•1'.. �/� gU Im�la � 6Y' V l m °lmn u l Q m. ',A.wr mmn°.1n'wQ rw...l wn A <I° n Y i f Oda 1G°PdlY 1plfnfM 111.m UP FyO G 1/ y ,E.ed ream am I/z 0Di a L QI BEOROW < i4W D,CISR BaV9. THEA1HL iM.ES v�'bYn x,xw ro AwP ry O Lw, mL PELOW W'1•WaP1l•I.%1ph ETNLF0.M15 FEYNa- IF Y O. m�CRmRylYi•wX,,°aD�pMaId tfafM•aEMP( 11W �µpawu�1aaf'1)) �Wam al - 4fhM] Al ` I_ >e DfPIH OF IR}AXIF](MF➢ SP,GE Al •CMq� un wlAan[ w •r r'r ® IANITED 0. k ,PMN e•O, A9 •m Pm PLw a' mnx XwX mD aEOI=iEcr nu.l ��. Fa;cw.mlwm ss� IRAGG. x• eml• 115s/C%Zo/yC>7�.. t u•~• I ix .a•« O O L— — __ OO Y k -_ p,mttiy 41LMOu@IONCI�TIECN�•_�( N y O WINE ROOM SPECIFICATIONS C �'V - a• FLOOR PLAN TpyapL a, TYPE 1 MANUFACTURER HEAT&GLO 2 � �� �� i- L t MODEL MEZZC60-C "�J/ `zaI� f FIRE MEDIA GRAY STONES (E4-GS-D CWRIYARO - I -. L. CERTIFICATION ANSI -FM Z2I.88-2019 • I ° x VENT 0' OIA. r.O§ 1 « 1 ____ 1 0 __ _ _____ — 1 a Al I Ni —1 Ibl dl S _ xm 1 1 v a oru�c ! D . (�C p EP-AWL C'JtYGY® - ---TIC - 1 0 HOME IS 140 ®g q 1/ (STEM mmmnttnnl®1 uDE unxm tta. m• Wea - u' mm _________ 1111 i O G D OY,¢ 1wGl NrCm ENiRI• 'DIA E rgRxnh rFIC-Wlaott afv'pY a a F€ ____Q_______,_ m Alms ww L Y Volt VoUNDUE. - 1 lt wK ... Q� a r ? zl-)e All 4/25/22 A-2 FIRST FLOOR PLAN 1/4" FIREPLACE SPECIFICATIONS E APPLIANCE SCHEDULE 8 __... TYPE m.eml �� �,.e e� ..� �..�.. 5 u 29 I !x m o--I g ___________ Ix n------------I_ 4 u' 00 Q © II I ® Q II I II I nuns II ❑ I vm ... _ 5 ._._._ _ '® SIPPI n N , mrt mm� s -{, 4 _ - - - RIGHT ELEVATION 114" y 8 n ®7 I II I— r� LI I ifl°A7nv _I — 4 LEFT ELEVATION 1/4" - SOUTHWEST 2257 'COPING: VENEER: STUWO WOR RANE: - FAno-: _ GARAGE FRAMARARE FRAME: _ CMCRE-E ._.. COLOR PALLET ELEVATION KAN MANUFA:TUREa A'lWmm1�F. au id£ ]IIY .i]M4'"p1 TYPE: xmx xunuu man a f O G GARAGE DO I 1P`I'I ELEVATION PLAN MANUFACTURER m-rmp�Om. PKM lm mem u�rH LaWUI[' Mx IOxc COLO': <wla wlx wvxolml ,LAZING: mx aK INCH J2. a Vru X awB mldlml4 MO FlMxln lxtlllOG'mE a VLI it I: O G WINDOWS ELP-I'il ELEVATION PLAN MANUFAOTILR=P. pµw rcm rM nlMy mLt111mL-�- COI0, ie w�ml�"",.pM1Oi4"m' OPTIO`L: wN �xn Nim. m.n-rVPm ENTPY: PAN xm nVpn H DOORS ELEVATION PLAN J NORTHEAST 45e 0 1 Om FRONT ELEVATION 1/4' v I I 5 4 o . 0 MANLFACTMER: .S'nn %v vcn wv �. W.p ZCN:6Nd muwm4 a':Ie IN v:m aA4 uvwi. nw. Iwo.inie 5-vLE: vr� APPROVALS: un I. W-IGHT: :p.jK 'x2w I OTT ROOFING MATERIA_: aUeA COLCR: m APPLICATION v. wmlo CCDE Wm nm °w �an"r mn m F O F ROOFING ELEVATION PLAN q L 4-1-m u ��I1111,11,I1 1 I � nxt aye a' LL a A Q AI A a� NATIN m Y ' REAR ELEVATION 1/4" NORTHWEST 315'66 MAW=ACTJRER: �1wBmIM �„f� ftlW. N� �'nYi 1 YF 6Mt 012E ®9Y41YLM' O9£ S y Q2y PNEPE+AICI, BMRVUM >mr mrtn wm'e .mix' i a yt w£14BIyppNVNLGxu uwoH o, PNFP us mxw.aeim2nu ms A, a1Wee grttMA p s�� TEXTU.E. awix n+t wvmm mWMao`R:ms unry i. roP!IYIx MfIRRr.mR4(f �� M.vImV. Rov LLnl Irt 1K x 4 wtim a aM Cxmnlm w}Wwro MMv/a ObP`G FINISN: IPPI¢wm mWnu 6PVY ueamm mwn „ YMNVm 13�Q�QQt � <wmlBoar mnmmnai v � m wmro u u0rti0r� • PIN 1-r jM1si C CEMENT PLASTER A > n» "1 R « F, 2 P S O O li a.Vw4vrt °�a:- ELEVATION FLAN 1=MTI pN'm�iL lgdW.V N mnm NA p. B. Pd 10 Sxno . nwM m smXIUI2 mnoo 4A�V 4M a.-. "UPI LR: rumw vralt we . mm m mre Swa Nx. � M Il.N',, _ xplM MYSm w 4 M a s TYPE: -m.wml aa. R41,.a Wit. vmmm NME Mn-EwE]4Tm mra Ima91Oamc u u.�.=om`vm..av ."m:xim°1p1 OA ix mao.:a. iSIL9 Nelo y 21-18 INETpLLATICN: emu[ ®. wm mrlp9 n'.v4 SIN p mMim arsi W`p rc avm xi n 'n°n NA mrt wn 4/25/22 m' NB mwm aw wIMmm�wm IAonm uc x mu emx <ANI mmm sem'a A-4 D VENEER O B ELEVATION KEYNOTESIII I '_RMTI ELEVATION PLAN LL'NT2 ELEVATION PLANS f_IET1 Z m 29 CA 19t NO. WP 8105 - GENERIC nwn zroM wr s vwnurm, rw.a Mm MYYIYs I W m aIPYx wlBbN. M9n 1X411M. N9 5111Y6MMrIE41E IMRW HEM ro IMIIGINN M ww M. .uz LMAndle - 91rO OwJ. ymM mM P" MmWeq� /fapX IY01n) rc tt¢ I6tlS yp/ Y.IT REW�E41m R .-W P-IJ�, rx M rtlF LlHll Ub: Y�rPIJIrnV--I T. U' P N!L PER CWE 0.YL PtR eET. If �� Fi SEE mTNL /e-e tllemr N' uir ME x � MI NOW tli $.44LER 0.VUX0 h fRNE � 9FYIPp .sx1.9 Ss PesT _ _ 1'd m MaiRMP SNPo f4V� wIN"bi �( �m MIrV Nie v�,rzPQ nr NNY/L vOwlY e T ¢C eI a FG�ME 6UMXe YSwS ry N� nPo 9YYe lw rm xE.EntY RNFB ,y9 p u�yj}3 MLIn4U%QV rgyy (q YfT n Yf NIFAIgi EfIFAIM • — . _ /E' PAEEE CR ] 4 tl CVEmIX15 Y'"10.✓N. fnx'I'3 0Y '. WOM I irw VlauilPw ma. gNsnr�WrO b EqA FfL ~ q $$ 7b 0,.. -Mx No9 7a W xwnrc umJa m ewq MM wHn Y va/ I In' S w ' ¢a ]/C IwP VM rw mR.b OINOIO Pua 14L$lE wwm PLtun Mxr lemR nLaem w/ V4•ww. f3 wm mwxe aus• w mam xv r r aw P xm9, r he s/a + mL srulmFE - _ "P: &E, I /r. fl EE Put Put/ IINIII3C! xo xmlxo lag Nm p -L . 189W9w . _• FYI rps mom m wham m E la�"Y� G ro nrlp9 �— w/ NO. I r tNE,M, FEwxv ay.xe r.S�-1rl emnR.Y. wm Yw.mYR. waoo MEROs .wo PWXRO um. fExxl _IiI=Ii >u' a mI.E HP R,16 swlE em. R.rz =/4• Nb. M%1 I ��]/B16' YU 9CflFId R]il.]b P.VMm N4A5 wIWMI =L= ^ =1 4x Nm. eUrz i i T� Nm BEIJI w Nff ).J9• R]II.).s xore "'�"U I�' w M 0."�tlIR e11r"O WE NWM uxluw rl2". cf e'-9' x]II J.] O DECK /FLAT RO( rl I7 STAIR / GUARDRAIL SUPPORT 13 TREAD AND RAIL SUPPORT 9 h--1 -rn• °Snlwly, Exnto ° CLEARANCE 5 STUCCO WEEP SCREED I Q s^u vz... m fIREPLACE I mr rEln nm JA••� malt wlm xWYwwm t� I I HKY M �v NR2M uECIt25OOM,O Mrs€ Yi11XG 9m �.I EgY1 dP - xl rLCR11IX16 MRH FYw € $ I ]/.• 1FUP. toss 0.NIm0 , �1 -w"i� m rJM00°ev wla""fX°w umwes ERRwm w�Mx1O1mv`We."w�..! =fOR wNmENE 4am urwwuvNExr wmo mEm wn xlrz nmrn rc � � �E I I �R�e diO' _ sauo eom sNEs xm rvwllmn cworslr v.LF nlaE wYA m 8 S 1Cx ME M ueOE MIpR PLM➢Z SrrzAMINO RV � 9�i• _ - sa i i P :/ m��F"O"'u. ass sramFr e sY wE eROYw Yi u' WxwEu IrMo,m w. T wL vrJa K _ y R nvo af• rc ExrtaoRoralrtn Pw15 fl E me somaruwxc ONA PLYA9 91FAMIN4 R RA SMULNIUL K uina� 35• mer w. NwMM e11109 PFA Y[/NI y 16 R[ nALzn Ipi pNmS "tn� OECII tp OMW.W. P I INEN mmm)a ,neox arwpa �nm � w I I IMIR wR oven rs Pm smucrvnu a xwurenl.. � rmr _ �4 - r Ea wM M2 ¢E OEUL ItT- FOR NMYIORME �. ru1eN �® _III mnwlM em w K4RQIIWE x11M \ I O, '_ �__ ' I mm Y--mmnmR alN.mm <m a am w.lwrl SM,.um _ _____________ • 'a .•--. mRlxcwY ovm alaa� I M caaars w MPS-� CbE M aNR RNRRM m). 4pNP�RIYX gRWyL C mL fA'x I _ram IFR k11-PR A M, rER R x I law I III-III-III®III-I�I VAULTED CEILING 22 RATED WALL < 3' TO P/L 18 GLASS RAIL FINISH B scue uz•-rc• 14 TREAD SECTION 10 PREFAB. FIREPLACE (FLUSH) 6 19 STONE VENEER ON STUDWALL SCALE: 11l2"-I'4' .ray., 2 6T.. j! seal=:I Jr-r-' - o S-flull SCAB: I V2'-I'-O" ws"'wAn Rm"anm rmw �� mu�mlrmrmnllE mrw"nm I � GA xxL ffR CWE 9Yros �� Y'PoeE 901[ .1 anmxxL i�'G M1Yp4N"�"Y6 IxIM1xW®OML ERhY xYIHM nr5'MR wIX IIE YwEWOl11mx1J➢M rRIR1T!! :,� >t""Poaw+�. alYn ANm�M p�w9pCMIIIWYJmyyBgNOS prey' 0.C�EwgIM�1L 3ylA i l p;, II NlpymN•R Fl�j eyp {p �� "� O e/9' IENP. aA55 b- N4C. IEwIM a 4E• NAG. J�"p gRIxY"Y�, lY Rar L YYxJw prry vyfp, 9melM a ax�x WWR2 Nxmi VYPw 1�' NEIONf OiL.LLVN aA55 NKNdlI u•� MPT[°aflR'nroiom ¢ rN _._ _ nnuaz /.'-IS i eserm-WP-IEEO- cmmxms � � JHROY MIR rm xwox RM6 dWlo WIN.uwm. T RfS _ f ___ !XMwR GI FFR neaa Nm n. GL w.2 _ _ _ Sx tlWn uR yyy• ey P 1 .Mx ea wl0Y3N "�" 1 __v81R uj ($ MMo axp '.Pi V.G ECREWs q 9PMr Ei � I SJI Y EtxL9gi Y]/E•Nt• ' m w/ ]/le• vysxER � ___ auff 1\ $ l ro m wrevE mY wmx ar IX mM""q°1Ciwllum`�'ilmpp°°0t \\\\ A9 Ym 3xpgmenmW mPoRRwRNNOO JxIt Rvsx j irsdvnM HPP LIB m RMRYU. (`gj Q}Q �= yJ �/ N MW f>Aiie 6R �E \ \ nINL p1Eo tt _._ _ swarm \\ \ mr mis ra nor $a erff""xmmit0"r u% neat/ FlWRnO Pm I maM RYM ru �,R J p� m ocw. i M xw cMevE I I smlrcNRN. L9Al�RSIFMRMM WxRIE i i MWIM 3[cnol 1 \ pr, DECORATIVE FINS 1 23 ADHERED VENEER 19 PANEL GROUND GLASS RAIL ANCHORAGE �• NTi IS II CHIMNEY TERMINATION 7 DECK SCUPPER 3 p`a SCALE III^'=1'-O' FI OOd '=1'-0' SCAf:I III 6666iyB� > �mrol em ww 9 w.1ccEPo��•O�mS nuWw a_ yy Gfi M Fqn Xn w I.S.- 1' FA ME.awa wl MG12<r p ptlj5€ wig FuPoi6 �0Y"M9 m sNfY fl.S w\rFR NNX 911PFME � ® rS y' ' N"FR9 MHL el 0.1WNY F a4 �9e M w101 ml REtlA1C1 YxkK rtPa"�"®"" RIe/"�"EnM) g 6YfN _ � OFENMO 9EYM9 ��..� ?¢?p IYRMx 10eFNYn It II - a wan m RRxrE - rowm wzvmm� arz r-_____ 4 uw axh4wrx�ro'Y" nslmrmwR Rx wYa �N� I /\ It I N-ta.¢E �� \\\ wwarMae Yu YV WIM ___ I� r R. eworlo wY mw[ rows wrvum em � I war Qra core wLR xpaE 3 6 . // I vM•wY nenm��e xaRsxn i I / PWxnn w9m I'� xa xRPoYf 'IrL � xr® emrex na vmz I \ / 1 rrxmm °""°" arvnPJw xm »en z \ / wwacru uwM _______ I I \\ wmnoEnro I i I I \ / I \ Mlnw w em�wnlRwey rose uu/w Rmm avow xPFMr axe 1 \ / I wYl mrn. amYa - VIPNw ms 1 \/ I aemeR Al Ymw J wulFA la 2 L �' )fRMrxaJ M 3 S: ANS. NV➢E �' Yu �w 4/25/225/22 @� WALL PANEL W/ TRELLIS 24 WALL PANEL 2p UTILITY PANEL ELEVATION A_8 16 HANDRAIL 12 VENT COVER B DECK TO WALL 4 r STRJOI F'We :GLEE: IR"=1'-0' 11 v 29 EMTI3C SULE: 3"=I-n" S:4-E: I112'=1'-0' EY,TOID O �►m J Iv © O ■ Koz iIIIIIIZIIIIIIIII p / � m I`. °� y . 'wWNtY eR. ARV4lE pP6 W/ PtM+PAN 4 'r TOIA RVV, m—Q R111 pVL WWI..TAM 04112' BAWD cmumm SI M,YT0.RMMM.TIGKARDtlNp� rIPF➢' N /Y.OEWEs. BB4xW GRAY FDw HKVunW R-IB uM m maw saa »AUR xors PAML'A RWaR TY Ohfl , A, M IYAC Ffl0 56ECf fllyl 'rAW I OTEGAD H R IDE 'SVH WiFNK Pm wTBtlp6 W/ y91R3B GWMfbY OVER CABINET CONDITION ACE OF aavar W M1AtlI M91 P8T I/E• SEH1016 ,M YCyR BOVVm, WE ILL EM.6 . uo- pASncmw.F� 612 4rREG14LMMl Wrvwl- OMY fAW 116YWAOV. R-1A VA. HS&VID aNSB k TVCN cONdlflE A/H Mm FRI. FEE, RAN ]' T W1 RwX pro —M NISI FdW .YAAAmW BMm. Ir SEVWD wwwMnm 0I Q peNRE GV EWR BD.M m 5-1 aN. IS WL YAWEDO ON SLAB CONDITION WINE ROOM SPECIFICATIONS TYPE I MANUFACTURER MODEL FIRE MEDIA CERTIFICATION VENT li I� I � n Irr NEAT5GL0 MERCGO-C GRAY STONES (E4FM-0 5-8) ANSI 2RI,B8-30. 8'DIA. FIREPLACE SPECIFICATIONS TYPE 2 MANUFACTURER EUROPEAN HOME PRODUCT LUCIUS 14o MODEL E4-LUC-140-RD-NIT VOWBLE GUNNER SYSTEM) FIRE MEDIA GRAY STONES M FM-GS-D CERTIFICATION ANSI 221.1150A4008 VENT W DIA IMEr 6q AI DL�wLL ZIh k ,,.h"°'m.. A. Lw°v`an` RRm.�, rMwm nwwr gHgg we n/L� Fu 1viAa I dd, ro ura wwwm m:a 'i L 6 �M �P MMI CFI tl WM ��P1vO�M OIY ySY9MM eii Iva w�r5°1rw yG W LWpYP{IIBIrynml fifLL. FW ratBOt. Nv K 0 CILLVInw°"110icWE'�°'SDAum N hit :S PP•/II ^ups g,°"`M'�1."Om ao Mwnmmn fE- weww ww.m amn WA F mn AI Am1 AmA10 - EW ffi1. tlIA. H n wi�rpwywr�0�i�°my°niiW lw I%W�SS �I4 �M ��AWwsM tlni �i M➢D N.M wL h MIR. A iR149 AI racwrm 4WyyMu mW' yn i d RMO WAM Fw 1pOey BwA 1iAV W w.M�vF-�m1 udipp3 0R fQ.Lf O! A y I.y M?S AIYRIN%E 6 RCYQMMMwIPM OpIMN! e eow AGARmwunermr�r IrcWYyl p`1 pw. 61u 1�TM1m�ww N[Nn�ip Wtl9 � h9V WAK w..D w1MM AIL Ippgpgl M11(�A Ma fBwIN nYRH 1OpNDmIryRq PSI; F WVM 6VOw MA Ilq y04. nL rlmry xv ram nm.mal ra .RAwDmD 81L MI W l m 1r aao'e lei wwoimPJE WIWIN / WOIDM1 n' �p1.Au yr wvRMnlvR. nA¢) um V. q y r N�O�PI F6 al M.1M 111w�1'MR•y' a roman I� wy,ryr id d: �Rvn'w"'lm Aa .xv�. u�nn wr wxn a $°in ysIa41OW U5 t�S S Y ppuyr'��yxsQQr��ppa�"i w1� mdt � DDnnar ' � X do nrx wuxat raa.0 v.w.w.x AIRY wm xrrm ai P-�yA u-1 rw ,u amWnon R.c m u-� ry nu rmwy S G � O�K �r..p�mp J4�'%tl. r��m�r q,1a{�a�I�ylLmexW.x.re � Poy'9FY MlEi AyI.AM FLOOR PLAN NOTES A�� 06qurnox I eNY81]T I <W. S� D) A-2 5 r 29 SECOND FLOOR PLAN 1/4" FIRST FLOOR PLAN 1/4" FIREPLACE SPECIFICATIONS ift 1. 8- �I I -. Ilan l_e ____ -. unit-i v �— as n 10-________ e___-__a n r I I 1 _.—.— —. -._ — _. — w- iir�i� — LEFT ELEVATION 1/4' - - SOUTHWEST 225° I (� II Rl LI I _ . 711 q I I LEI 1P I I I 1IDI O a RIGHT ELEVATION 1/4" NORTHEAST 45. L-_-- _„- „I@. FRONT ELEVATION 1/4• ------------- l/ 'WING: .. MANIFA.CIUP=�: 4AIIIFACTM-R: - �amvsu •Xp wxm '1ANLFACTURER xXnrq sW um�xm ru milP%e ew».% VE-N550: fwwuK�Mne WINONCW: - IVIUiI hRAMh: .. TvfE: uemq.wxxrvu oew xn a COLOi: tdrtu eM %oInLLT IN. �Mc xi arv. Yu"m Xx.. IAmwwme JOM FRW-r ._ !LAZING: d%xAi vm.n,uvx%•n S-n_, xN NxnA GARAGE FRAME: _ x%a Awm moMln xx APPROVALS: e••. Aw. -FOXY: CMCRE-E: ._. Sh,Url I: x� ICIGHT: wMxr[Iwm un'V° Aa .a COLOR PALLET r O G GARAGE DOOR O G WINDOWS r O E ROOFING ELEVATION PLAN 1PN"I ELEVATION PLAN ELP.NTI ELEVATION PLAN 'IANtIF.ACTURER. vxwX aeon xo wow MATCRIA_: a¢w _ ew ZOLCR: arxw ma ewA em w�exl� APkICATIM `vs'axiar�1O' COI OM C=TI•^.Vu: Flew llVa wm.m nnv CCOE: xeRV. WY 4 ¢IID c. v,vwxue.n G{e •A• M2 ENTRY: �w� Nx xXmr Ewa nrxoxr me_wt a%e A r O H DOOR5 r Q F ROOFING ELEVATION RAN fLEVATICN PLAN 0 0 N REAR ELEVATION 1/4" NORTHWEST 315° el O I m oers (� T- I I nl JI I 4 I 8 Uu HMU-ACTJaER: �.mem-iw�l vexxn mroc ue [i lrxM wVE m. %rm 866g vaN'Kx PNEk1AIIfM: 6mRfN.1M .e M[YMaW 90Yxwl a1 xY+%v w u,u aer.ws um 1L u�xRw�xgx[�� romn, xerm � ix. nmw a�u.x mE�X(�y mve¢o.xa wlP wwI®.muXY YM n ux ffI, xnwu VVTMO, souuT Avx M n YN roP tM xr. YYrt% %Pxa x iEY{F N TEURE: avx® awxmc mxmn 4 � y � �y� ». utE xlm.mna (.' YX ImmiA Y6! 9 a xwltxia r�1 uxO. h tK n IV• M� � � �nwm..Xal�uro Ef FINISH: ono rt % uwrt muwpn iifjdg9 w°Rw06w�wwlx X�mrolLw uXm xrxw mxwmm "P wrz ii. rro n au% «. mmm rwm ra k xwYw aA-. C CEMENT PLASTER q �x"°0ro" wxx."" i a Or O �e� �on ela�o.Aia ELEVATION PLAN EL'flTl 0A Aoxnli wNe n ore! m r % Own ra we-. etYan. .. Xd.[ Mne eemx i. nwa Pm wA-. EUT_LH: a� B6w`x u ena.u.m" WRM�PM .t. X/n-x UR�1ro% Ywoa�x awr xxnx % eiaw`�V4o au. slM Mcxm xcm Iw aY-, ei mwaawLwrt- iYFE: Bcr� mX.oml o i wow wre mxsta slm. N xMRIALX ss ea snm axwaon Yua. Gil:: ��Av%I�xa rw su etalm xm Ym wY®U u K PxB' %mrx Yxm BAN �XXTC� INSTALLATION: vawr. wM mnay x. ax aTO Mmmnru WMr % pxxtuowit 21-1 �ww t mms v x w�� a:I.en nVL % rAL�on xM 4/25/2 eri. II.m new vxlwu mMw O D VENEER - O B ELEVATION KEYNOTES I 'C-MI ELEVATION PLAN lt'M? ELEVATION PLANS E.-.ETA 7 1 20 OIPAV WIWNN. NMIY MYMIIW4 \x0 }rlEa I M1N M]IIIm1a xNa MNWx MM mF.NW.1MN mR Ma ux•Mx� aO lam Yal u A•Y NL IdC41aa�5xfP mM. �. .nawa OloefJx W!� �I xM N fllile-IA FfA COfE rd➢UfSIFO Wl HN AEr. 11 )�tl-A. LL xaYl wl1 a mr SF£ OETI6 pINM YC ML NIW N' mE I` M1K Y ONW llfNW xMd P� m]aI F[p NKO fA I.b I., S5 P0,I 31NN16a ..ak xWIE PfiUNOC 9I1p OMMHG MMi qpW MFNM IemW !� MYMFIBL MCIAM xV. paq �'f y��I,x, NIII MYxNIB66M ilma f1' AC NM � Y ]m �IIN I NLLa 1`GC AL MN A. LL6R � I.-0. LL,. Fqi xPRWK 3$ MEMYMI/q. File Wfl Cviw MN a[1Mex 1 mumNamm xw M.YA mNaY Mrta � ,1 IHIENVNI gN1O: - ] B' SSmGBE pl } ML (YRGRWS� YYQQµµ .�// mxlN91® 1,�a OO'. ur® K MHN IDaAflMi WY a[ Wf °u"mlel�a znma>a g ¢g /�9w1 fl-II �M1t I mnll01°°°"mo m°m'�'0m.m I mPWY lwlmw. W'�1RP�IMl axnw eNaN [pa M PAaI wmt vs � g I. S/b 1 ]/I I /S .0. NBE W/rI/1'WNL �' N Icy 8y o. wm ]/}' fFW. 0A59 me mxpa NYC FNi 1@W R� I• em a.V I MI®PNIYIx MRMNAwOm 91YM N5{MLyepi, Lallm WLA I j' 4tlw I I• IYIEA Y E2 6/8 /a' Tit LAL mM'OOfP fll�,emM OMaeawt*! ,/A•fl\4 PWE PVx MI551BN �% < � RYGMI id Pw 9fMnYWat MNdmam0a (mnm Fa cAYnl WWI IHfxlflfD w/ NM. 1 P INOaM[60M' e• �n's �. fey x^ _ .A p w000 AWAos ANo PUN10 Ix ANI ro• wn.ae NWn W',NAem eaamlae - — _ l� a m9a wY PNE awl eat Mx¢ :• 0 ,M .A. Rml I 1`� 3/ww IM wntto PMVIEO @SAS LTREAD _ _ r , IA 4H. PGY 1 1 YN RBE Naa N]I l.)d IY xNAI 6M M 0.e�VnNMu0Y1 <Np61a II.R DECK / FLAT ROOF SECTION 21 I HR WALL 7 STAIR / GUARDRAIL SUPPORT 13ND RAIL SUPPORT 9 1REPLACE CLEARANCE S STUCCO WEEP SCREED I f--I FA SCALE: I Y2"Nil E% xo rraE: 112'1'-R' n • Exnzo scn1E:1 /2'a1-n• , ]rR011 tALE: 3"P-n' t •' FPJJS SC.LLE:/E'-1'-N'r EhT003 f.✓ IYaiON I I 1 ar-+ wir'en srvxe rnal �%: IaMM Ia Mx l.wl[m Ialmm 1 milm Nm INL wx sp• ap0mt r/'rt a sv'ID M rw oIIwM MMAO) a,M lurml OEa sm:ATO+ 9EIIQIO S0 1' NA% SMT` —�-I FGVl W - nL IMAIICNS mieMroJl'iw' x, fkrgi{ �J emP Pa enelPnlaa / In' WY N•wfd MIEXN I 1 I � I I I 1 I I'wAJm ee'�x Iwm I iom soW Pxlmm� x ma nBc pgRa Nv Ii1 m I gmEtli wawa mN Aw �d Efel BNIIIfNE IWO YISfAAYxmr ,p• ma. m. cs I .may IIIPIO M6 nNem ANNN 1� NfA [<CM � r�dS xmlwllmx $ 8 �� I I I ILA1�41 mnror Mnre 3 aiLQOLWae�exx°" a • MR r bT m sE N�bC II6A' IrBOEs PLWmCY sx�NNINa ybf a�'waa 0uK nxmOfi R xL Mre I�' Id'LLM Iq[R 1 �aqp mx0. Atl• aMx. I' fBnW fY%91 EmFIOffl FlN191 PfA PWJBep®q� p I pFA Atm AuANN0 fB PEA 5111UCN.vAL - - ' -�... Lxmlliinvanx ie' nIa ux ecunM SNCS IFA n/NI b I PWF PMAn I : P[xW0 tEpl M W.W, rtN {/A-S <y I �v @O'W uxeraaWMu . 6 ••. WET xn �'� wN aM I ,wvm aas(un rs PEn sMI1LNN1 I I � alxBax M EYmyI Pxyl Pu FVM (au0m ra iwm I `- �1 L1 irAW.RM M nM V mAnnM mp°1Bfie en eau�rz s¢mErxt 11 siR xJaowdE Pxxlm cwrxN eo. ' oaom ,,' '.,. wNula am'A0 lameRao YaunwJ \j— wm slw mwluo .I. wrpx .I.. I �I I ' aeMmm oIXm mxwax -elMxrANs Ie�aa,Ma�WM� xa, Ix9aMM avJL w I ua� I� , • a e' I I gg VAULTED CEILING 22 RATED WALL < 3' TO P/L SCAL': 112'-'U' 18 GLASS RAIL FINISH F 14 TREAD SECTION 10 SiR011 PREFAB. FIREPLACE (FLUSH) SCPLE.IIIY-I'-O' 6 STONE VENEER ON STUDWALL 2 Chi024 C3�Q9"l "J 60 11/Z'='-W •' F°Oax SCALE: 1l2'-I'L' wMP gFOre"A µ' I f/P WL Rp CmE O1elr'LIe�ilan �freeR�xwl YYa Ila IuaA1T n A[I®aa L®®MmNm M9®R pMK 1N WNlAR .w I21W [IMV aaa MAe Mplm pLNeyM1OLW f1ALyGKI1M MYWPCA91a ImI1NM RRfIae 1N%p axaNm. MM 9M M\NMM tlPI.Wm JeJnw'1°MK Yt�muyMyW�fl gLpylaRp JWIN49M�i,aW.gnpMWii O aOMR frn2 b/9•rfxP. W.5918' YbIW w'Y'r _ 4aM p1MlIW TtlMnw �b pY T LG. AL xIpMRVE aflp NO im Rbl MNY. #Minl l YOM �•� IlIXilr � O'eY.al'YMO pmMVrK •ThIA qA qM tllt xYY GVS$ /NtlIW 059M0-V:P-1 CWIa FELL 1 _ _ MM4MN MtilM MLAIIq Wp NM 7 Ma draw r A� gRPMWf. SQN t SeM RGE9 y f CM. f. aLL Mrt ap N vnnxm Pi/I•-lA' a PS MRJa r___ _� Maru 6 o•.x Nrc W 1 MYMW1.91fC NY 'jpY.9M mMN MoIU - WMFi N'SAw is _ _ _ __Mae b C-1ro MpM NJP .'Q J/A'.I R' UA fgFM Wtl wlx . AL EVIFAIOfl i b'CC W/)/16•WA91m �'IWV __ re' '� IX�axaAa 1 AApppyT l\ `\ 6 w rc mnrmt MimMonwm.� — :V J 8 TLI �uNeA�\ \ 0.aNim rro nNwN prN° 8 � �IXia I 1 nLM mvJJMO rtA wlome snmclwr I \ \\\ e¢ m.A a M Mae I \\ m�.'vlw la Mw qI tMOCI[ I I eOr11M eCIW \\ \\ YMJA NEM`"iaWwNMi 1 I \ \ il; DECORATIVE FINS 23 ADHERED VENEER 19 PANEL GROUND Nis 15 GLASS RAIL ANCHORAGE II CHIMNEY TERMINATION 7 FPOi DECK SCUPPER Scw-S='O' , YiORP'� 3 thl P.I 3 g 6yysW x SL41-1 IN'v'O' ^ YI PoB £CPI Y.1II'J'=I'O' IIW<MxX FA PM wpl Mfa S halm a p C4NwW /� Iueo mw Pa nM / PLI M'a \ rIW Y IT WL PnanS VJ 69 KCf59 W4pa A vac M TIER MN suRFfGE Id•-x'u MsdnRx NIMWR-wr �]$ MwMw eIM ® Ir+J• rvL err w/ MtMa+ r� ear Wxxw Am eMe�'ea Ai " a1NY,f nm 'm'0°w�MnP'wxa 0. arum o/ so x 9p� fiHH �pJ Cp[ �pF�p Pb r aoe aP m wrel P10 a'Y'i� MpJ1Q0�I� mP uP m wrn W. f' NFlaxo bfl'alm ' {, g Nmc mmeA wum n6o Ap p� 8Qg@� m�°X0¢MAm F__ I� 1E{Irym ca ___ I 6 I i \ I xelm nNE A M��aaN paMa IF __] L 11 tl f . I mwm vranw ac .SS i % \\ I Q I / PUMm wm C 1 \ / I omA � ifs wY � � �m1°011IO °w us IM YWrtrPa IA' Y Wx Maee m1mM! � vx rm Mx u�a�n� m __ ______ iba Mmerlo xn000 wMwm1N LL R Max 1 Hla MeYMi�9laWmm ILI.1t P/Ip M�LYI pp IOI v6x�C� 1 \/ I be[Ma x'naMlxYe Wm NSNM 21-18 {Ci t.. J MN 4/28/22 17— Pwrx wPAE xJwnIX A_8 WALL PANEL W/ TRELLIS 24 WALL PANEL UTILITY PANEL ELEVATION 20 16 HANDRAIL 12 VENT COVER 8 rPJiE DECK TO WALL Sf.ALE: �Is�' 4 11 a 29 5-R002 Sf.PLE: v2'=1'-A' Il:'=1'-n' E%T020