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REVIEWED BLD RESUB2 BLD2023-0550+MANUF SPECS+6.20.2023_3.39.44_PM+3620372.,.,.,.,.,.REVIEWED ,.,.,.,.,. JamesMardie' CITY OF EDMONDS BUILDING DEPARTMEN' Hardie® Architectural Panels national, state, and local building code requirements must be followed and where they are more stringent than the Hardie® Architectural Panels installation requirements, to and local requirements will take precedence. This document applies to the following Hardie® Architectural Panel- Fine Sand, Hardie® Architectural Panel- Fine Sand -Grooved, Architectural Panel - Mounded Sand, Architectural Panel- Sea Grass, and Architectural Panel- Sculpted Clay. The use of this product is limited to buildings not exceeding 85 feet in height. General Description Hardie® Architectural Panels are non-combustible fiber -cement panel, manufactured by James Hardie Building Products Inc. Thickness—0.3125 inches Length — 96, 120, & 144 inches Width — 48 inches Vertical Joint — Shiplap Product• •• • Hardie® Architectural Panels are Grade II, Type A, fiber -cement sheets as defined by ASTM C 1186. The panels are manufactured by the Hatschek process and cured by high pressure steam autoclaving. Hardie® Architectural Panels complies with: • The 2009, 2012, and 2015 International Building Code® (IBC) Section 1404.10, 2018 and 2021 International Building Code® (IBC) Section 1403,10 and 2009, 2012, 2015, 2018, and 2021 International Residential Code® (IRC) Table R703.3(1) and Section R703.10.1 as ASTM C 1186 Grade ll, Type A Fiber Cement. • The 2017 and 2020 Florida Building Code® (FBC) Section 1404.10 and 1405.16 as ASTM C 1186 Grade ll, Type A Fiber Cement. Wind Design: • Design Tables 2 & 3 provide allowable capacity in mph for transverse load conditions for the Hardie® Architectural Panels attached to either wood framing, furring or WSP, tested in accordance to ASTM E 330. • Wood framing shall have a specific gravity of 0.42 or greater unless otherwise stated. • Wood Structural Sheathing (WSP) panel must have a specific gravity of 0.50 or higher unless otherwise stated. Fire Characteristics: • Hardie® Architectural Panels are classified as non-combustible when tested in accordance with ASTM El36. • Hardie® Architectural Panels may be used in ASTM El 19 fire resistance rated assemblies as listed by Warnock Hersey. • Hardie® Architectural Panels are a Class A material according to 2017 and 2020 FBC, 2018 and 2021 IBC Section 803.1.2; Surface Burning Characteristics when tested in accordance with ASTM E 84: Flame Spread Index = 0 and Smoke Developed Index = 0. • The building official reserves the right to approve alternate materials, design and methods of construction based on research reports and/or tests based on 2018 IBC, 2017 & 2020 FBC Section 104.11. • Test reports can be furnished to the building official upon request, contact your local James Hardie sales representative. • Hardie® Architectural Panels shall be installed on exterior walls braced in accordance with the applicable buildingcode. • A water -resistive barrier complying with Section R703.2 of the IRC or Section 1403.2 of the FBC is required to be installed. • Install the Hardie® Architectural Panels in accordance with this report and the James Hardie published installation requirements. For a copy contact your local James Hardie sales representative or visit www.J a mes Hardie Pros.com. ASTM Test Method General Property Unit or Characteristic Requirement Result Length ± 0.S% or ±1/4in N Width ± 0.S% or ±1/4in ASTM C1185 Dimensional Tolerances Thickness ± 0.04in Pass Squareness <1/32 in/ft of length a Edge Straightness <1/32 in/ft of length ASTM C1185 Density, Ib./ft3 As reported <83 > ASTM C1185 Water Tightness Physical Observations No drop formation Pass a Wet conditioned, psi >1015 psi ASTM C1185 Flexural Strength Pass Equilibrium conditioned, psi >1450 psi ASTM C1185 Warm Water Resistance, Observations Physical Observations No visible cracks or structural alteration Pass ASTM C1185 Heat/Rain Resistance Physical Observations No visible cracks or structural alteration Pass Physical Observations Mass No visible cracks or structural alteration ASTM C1185 Freeze/Thaw Resistance Loss, % <3.0% Pass 0 Freeze/Thaw,% strength retention >_80% Flame Spread Index (FSI) Smoke As reported 0 ASTM E84 Surface Burning Characteristics Developed Index (SDI) 0 ,"— Fuel Contributed 0 u L International Building Code® A u v iz ASTM E136 Non -combustibility As reported Pass © 2022 James Hardie Building Products, Inc. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited. Other marks or registered trademarks or service marks are the property of their respective owners Page 1 of 4 ® JamesHardW Hardie® Architectural Panels All national, state, and local building code requirements must be followed and where they are more stringent than the Hardie@ Architectural Panels installation requirements, state and local requirements will take precedence. Table• Design Table,• • Allowable Wind Speed (mph) for Hardie® Architectural Panels (Analvtical Method in ASCE 7-10. 7-16 Chapter 30) 2017 & 2020 FBC, .... ......REVIEWED .......................... 2012 & 2015 IBC, 2006, 2009 & 2015 & 2018 IRC 2012 IRC BY (Ultimate Design 2006 & 2009 IBC CITY OF EDMONDS . Wind Speed, (Nominal Design Vult),5,9 Wind Speed, BUILDING DEPARTMENT 2018 IBC Vasd)4,10,12,13 .,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.. (Basic Design Wind Speed, V)11 Wind exposure Wind exposure category category Minimum Fastener Fastener Stud Allowable Building Product' Thicknes Type Spacing Frame Type Spacing Design Height B C D B C D s (in.) (in.) load (psf) (ft.)2,3 0-15 153 139 126 119 108 98 Hardie® 16 Gauge, 20 153 135 123 119 105 95 Architect 5/16 11/2" long, 4 inches 2X4 wood6 16 33.8 40 147 126 116 114 97 90 ural stainless along studs Panel' Finish Nail 60 139 120 112 108 93 87 0-15 160 145 132 124 113 102 Hardie® Architect 16 Gauge, 11/2" long, 4 inches 20 160 141 129 124 109 100 ural 5/16 stainless along studs 2X4 wood' 16 37.0 Panel' Finish Nail 40 154 131 121 119 1 102 94 60 145 126 117 113 98 91 2x4 wood or 0-15 139 126 114 107 97 89 20 139 122 112 107 95 86 Hardie® 16 Gauge, 4 inches o.c. 20 ga. (33 Architect 5/16 1.25" long, vertically into mils) steel 16 27.7 40 133 114 105 103 88 81 ural stainless furring only framing with 1 Panel Finish Nail W thick by 60 126 109 101 97 85 78 3.5" wide WSP furring SG=0.50 14 0-15 122 110 100 94 85 78 2x4 wood or 20 122 107 - 94 83 - Hardie® 16 Gauge, 4 inches o.c. 20 ga.(33 mils) Architect 5/16 1.25" long, vertically into steel framing 16 21.4 40 117 - 90 - - ural stainless furring only with W by3.5" Panel' Finish Nail wide SPF 60 110 - 85 - - furring (SG=0.42)14 1. Installation must be in accordance with manufacturer's installation instructions 2. Building heights are the mean roof height (ft) of a building except the eave height shall be used for the roof angles of less than or equal to 10' (2-12 roofslope) 3. Linear interpolation of building height (s 60ft) and wind speed is permitted. 4. Wind speed design coefficient assumptions per Analytical Method in ASCE?-05: 1=1, Kzt=1, Kd=0.85, GCp=-1.4, GCpi=-0.18 5. Wind speed design assumptions per Analytical Method in ASCE 7-10 &ACE 7-16 Section 30.4: Kzt=1, Kd=0.85, GCp= -1.4, GCpi= 0.18 6. Wood framing species must have a specific gravity of 0.42 gravity orhigher. 7. Wood framing species must have a specific gravity of 0.46 gravity orhigher. 8. Wood Structural Sheathing panel must have a specific gravity of 0.50 or higher. 9. Vult = ultimate design wind speed. 10. Vasd = nominal design wind speed. 11. V = basic design wind speed 12. Basic Design Wind Speed per ASCE 7-16 or 2017 FBC/2018 IBC Figures 1609.3(1) through 1609.3(8). Where design is based on the fastest mile wind speeds, the basic wind speed shall be converted to the fastest mile wind speed Vfm per Section R301.2.1.3 of the 2012 IRC. 13. 2017 & 2020 FBC, 2018 IBC Section 1609.3.1 Eq. 16-33, Vasd = Vult (0.6)0.5 14. The NDS published specific gravities of SPF lumber & Wood Structural Panel (WSP) furring are 0.42 and 0.50 respectively. Attachment of the furring to the structural framing must be determine by the project design engineer to resist the allowable design wind loads for the maximum wind speeds as tabulated. © 2022 James Hardie Building Products, Inc. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited. Other marks or registered trademarks or service marks are the property of their respective owners Page 2 of 4 Effective July 2022 ® JamesHardie- Hardie® Architectural Panels All national, state, and local building code requirements must be followed and where they are more stringent than the Hardie@ Architectural Panels installation requirements, state and local requirements will take precedence. Table 3, Wind Design Table, Off -Stud Nailing Application Allowable Wind Speed (mph) for Hardie® Textured Panels (Analytical Method in ASCE 7-10, 7-16 Chapter 30 2017 & 2020 FBC, 2012 & 2015 IBC, 2006, 2009 & 2012 ................................................ .....R..... 2015 & 2018 IRC REVIEWED IRC BY (Ultimate Design 2006 & 2009 IBC Wind Speed, (Nominal Design CITY OF EDMONDS Vult),5,9 Wind Speed, BUILDING DEPARTMENT-. 2018 IBC Vasd)4,10,12,13 (Basic Design Wind ,.,.,.,.,.,.,.,................................ Speed, V)11 Wind exposure Wind exposure Minimum IStud Allowable Building Product' Thickness T e Spacing Frame Type Spacing Design Height B C D B C D (in.) yp p g (in.) load (psf) (ft.)2,3 16 2X4 wood' 0-15 172 156 142 133 121 110 Gauge, 4 inches with min Hardie® 11/2" along studs 7/16" Wood 20 172 152 138 133 117 107 Architect 5/16 long, &panel Structural16 42.7 ural stainless edges. Pane1940 165 141 130 128 109 101 Panel' Finish See figure 1 Sheathing Nail attached per 60 156 135 126 121 105 97 code 16 2X4 wood8 0-15 147 133 121 114 103 94 Gauge, 4 inches with min 20 147 130 118 114 100 92 Hardie® 11/2" along studs 7/16" Wood Structural Architect 5/16 long, &panel Panel' 24 31.2 40 141 121 111 109 93 86 ural stainless edges. Sheathing Panel' Finish See figure 2 attached per 60 133 116 - 103 90 - Nail Code 16 2X4 wood? 0-15 139 126 115 108 98 89 Gauge, 4 inches with min 20 139 123 112 108 95 87 Hardie® 11/2" alongstuds 7/16" Wood Structural r Architect 5/16 long, & panel Panel 24 28.0 40 134 114 - 104 89 - ural Panel' stainless edges. Sheathing Finish See figure 2 Nail attached per code 60 126 - - 98 - - 1. Applies to Hardie® Architectural Panel — Fine Sand, Hardie® Architectural Panel — Mounded Sand, Hardie® Architectural Panel — Sea Grass, Hardie® Architectural Panel — Sculpted Clay only. 2. Installation must be in accordance with manufacturer's installation instructions 3. Building heights are the mean roof height (ft) of a building except the eave height shall be used for the roof angles of less than or equal to 10' (2-12 roof slope) 4. Linear interpolation of building height (< 60ft) and wind speed is permitted. 5. Wind speed design coefficient assumptions per Analytical Method in ASCE 7-05: 1=1, Kzt=1, Kd=0.85, GCp= -1.4, GCpi= -0.18 6. Wind speed design assumptions per Analytical Method in ASCE 7-10 &ACE 7-16 Section 30.4: Kzt=1, Kd=0.85, GCp= -1.4, GCpi= 0.18 7. Wood framing species must have a specific gravity of 0.42 gravity or higher. 8. Wood framing species must have a specific gravity of 0.46 gravity or higher. 9. Wood Structural Sheathing panel must have a specific gravity of 0.50 or higher. 10. VuIt = ultimate design wind speed. 11. Vasd = nominal design wind speed. 12. V = basic design wind speed 13. Basic Design Wind Speed per ASCE 7-16 or 2017 FBC/2018 IBC Figures 1609.3(1) through 1609.3(8). Where design is based on the fastest mile wind speeds, the basic wind speed shall be converted to the fastest mile wind speed Vfm per Section R301.2.1.3 of the 2012 IRC. 14. 2017 & 2020 FBC, 2018 IBC Section 1609.3.1 Eq. 16-33, Vasd = Vult(0.6)0.5 © 2022 James Hardie Building Products, Inc. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited. Other marks or registered trademarks or service marks are the property of their respective owners Page 3 of 4 ® JamesHardie" Hardie® Architectural Panels All national, state, and local building code requirements must be followed and where they are more stringent than the Hardie® Architectural Panels installation requirements, state and local requirements will take precedence. 4 in o.c. along studs 4 in o.c. along panel edges o Edges may be attached to WSP sheathing 4 in o.c. along studs 4 in o.c. along panel edges Edges may be attached to WSP sheathing onl 4 ft ............................................... REVIEWED BY - CITY OF EDMONDS BUILDING DEPARTMENT; © 2022 James Hardie Building Products, Inc. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited. Other marks or registered trademarks or service marks are the property of their respective owners. Page 4 of 4 .,.,.,.,.,.REVIEWED ,.,.,.,.,., BY - CITY OF EDMONDS BUILDING DEPARTMENT: BILL TO: PRIME Window Systems 3400 Tacoma Street Phone: 800-322-8050 Union Gap WA 98903 Fax: 509-453-6143 www.primewindowsys.com SHIP TO: Customer QUOTATION QUOTE DATE 2/16/2023 PRINT DATE 02/21/2023 11:09 AM New Standard Building Materials 2200 6TH AVE SUITE 539 Seattle, WA 98121 Ph: (206) 268-0663 1 Fx: (360) 435-1558 New Standard Building Materials 1702 4TH AVE S SEATTLE, WA 98134 Ph: 425-221-7256 QUOTE NAME CUSTOMER PO# REQUESTED SHIP DATE Art DAYTON UPDATED \ Planned Shia Date Not Set QUOTED BY SHIP VIA QUOTE NUMBER vulivabr@nsbmseattle.com 37S483 Customer Comments: Order Notes Line # Description Qty 100-1 Comment -Room: None Assigned 5 Series 9000, Direct Set, Fixed Operation, 35 x 23, 1 3/8" Setback Nail Fin, White Frame Color, 3/32, Clear, 3/32, Low-E 270, Argon Gas, 0.75 Overall, U-Factor = 1 1 0.26, SHGC = 0.41, VT = 0.62, STC/OITC = Not Rated, DP Rating = FW-C45 CO - Overall Dimensions: 35" x 23" Rough Opening: 35.5" x 23.5" �° 11 35" RO - 35.5 Line # Description Qty 200-1 Comment -Room: None Assigned 5 Series 9000, Direct Set, Fixed Operation, 35 x 22, 1 3/8" Setback Nail Fin, White Frame Color, 3/32, Clear, 3/32, Low-E 270, Argon Gas, 0.75 Overall, U-Factor = 1 T - - 0.26, SHGC = 0.41, VT = 0.62, STC/OITC = Not Rated, DP Rating = FW-C45 to N- Overall Dimensions: 35" x 22" � ,C Rough Opening: 35.5" x 22.5" �° 1 35" . RO-355" QUOTE NAME CUSTOMER PO# REQUESTED SHIP DATE Art DAYTON UPDATED \ Planned Shio Date Not Set QUOTED BY SHIP VIA QUOTE NUMBER vulivab annsbmseattle.com 375483 Customer Comments: Order Notes (Line # IDescription IQty 300-1 Comment -Room: None Assigned 26 Series 9000, Direct Set, Fixed Operation, 39.5 x 23, 13/8" Setback Nail Fin, White Frame Color, 3/32, Clear, 3/32, Low-E 270, Argon Gas, 0.75 Overall, U- Factor = 0.26, SHGC = 0.41, VT = 0.62, STC/OITC = Not Rated, DP Rating = FW- C45 Overall Dimensions: 39.5" x 23" Rough Opening: 40" x 23.5" ............................................... REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT -T 1 �M � N o�1 39 5" RO - 40" Line # Description Qty 400-1 Comment -Room: None Assigned 26 Series 9000, Direct Set, Fixed Operation, 39.5 x 22, 13/8" Setback Nail Fin, White Frame Color, 3/32, Clear, 3/32, Low-E 270, Argon Gas, 0.75 Overall, U- T i Factor = 0.26, SHGC = 0.41, VT = 0.62, STC/OITC = Not Rated, DP Rating = FW- I C45 N= N Overall Dimensions: 39.5" x 22" °� Rough Opening: 40" x 22.5" i 1 39 5" RO - 40" Line # Description Qty 500-1 Comment -Room: None Assigned 21 Series 9000, Direct Set, Fixed Operation, 39.5 x 57.5, 13/8" Setback Nail Fin, White Frame Color, 1/8, Clear, 1/8, Low-E 270, Argon Gas, 0.75 Overall, U- Factor = 0.26, SHGC = 0.40, VT = 0.61, STC/OITC = Not Rated, DP Rating = FW- C45 • ,� °0 Overall Dimensions: 39.5" x 57.5" Rough Opening: 40" x 58" 39 5" RO - 40" QUOTE NAME CUSTOMER PO# REQUESTED SHIP DATE Art DAYTON UPDATED \ Planned Shio Date Not Set QUOTED BY SHIP VIA QUOTE NUMBER vulivab annsbmseattle.com 375483 Customer Comments: Order Notes Line # IDescription IQty 600-1 Comment -Room: None Assigned Series 9000, Single Hung, Single Hung Operation, 39.5 x 57.5, 13/8" Setback Nail Fin, No Filler Bar, White Frame Color, 3/32, Low-E 366, 1/8, Clear, Argon Gas, 0.72 Overall, Auto Lock, Two Locks, Bundle & Ship Screens, Egress, U- Factor = 0.28, SHGC = 0.21, VT = 0.5, STC/OITC = Not Rated, DP Rating = LC- PG45 Overall Dimensions: 39.5" x 57.5" Rough Opening: 40" x 58" ............................................... REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT; Line # Description Qty 700-1 Comment -Room: None Assigned 1 m- o C5 39 5" RO - 40" Series 9000, Single Hung, Single Hung Operation, 35 x 57.5, 13/8" Setback Nail Fin, No Filler Bar, White Frame Color, 3/32, Low-E 366, 1/8, Clear, Argon Gas, 0.72 Overall, Auto Lock, Bundle & Ship Screens, U-Factor = 0.28, SHGC = 0.21, VT = 0.5, STC/OITC = Not Rated, DP Rating = LC-PG45^ Overall Dimensions: 35" x 57.5" &� Rough Opening: 35.5" x 58" 35' RO-355" Line # Description Qty 800-1 Comment -Room: None Assigned 4 Series 9000, Direct Set, Fixed Operation, 35 x 57.5, 13/8" Setback Nail Fin, White Frame Color, 1/8, Clear, 1/8, Low-E 270, Argon Gas, 0.75 Overall, U- Factor = 0.26, SHGC = 0.40, VT = 0.61, STC/OITC = Not Rated, DP Rating = FW- 1 C45 O i Overall Dimensions: 35" x 57.5" Rough Opening: 35.5" x 58" 35' - RO-355" QUOTE NAME CUSTOMER PO# REQUESTED SHIP DATE Art DAYTON UPDATED \ Planned Shio Date Not Set QUOTED BY SHIP VIA QUOTE NUMBER vulivab annsbmseattle.com 375483 Customer Comments: Order Notes Line # IDescription lQty 900-1 Comment -Room: None Assigned Series 9000, Single Hung, Single Hung Operation, 35 x 54, 1 3/8" Setback Nail Fin, No Filler Bar, White Frame Color, 3/32, Low-E 366, 1/8, Clear, Argon Gas, 0.72 Overall, Auto Lock, Bundle & Ship Screens, U-Factor = 0.28, SHGC = 0.21, VT = 0.5, STC/OITC = Not Rated, DP Rating = LC-PG45 Overall Dimensions: 35" x 54".•.•.•.•.•.......•.•.•.•.•.......•.•.•.•.• Rough Opening: 35.5" x 54.5" REVIEWED BY - CITY OF EDMONDS BUILDING DEPARTMENT; Line # Description Qty 1000-1 Comment -Room: None Assigned 4 N 0 35" = RO-355" Series 9000, Direct Set, Fixed Operation, 35 x 54, 1 3/8" Setback Nail Fin, White Frame Color, 3/32, Clear, 3/32, Low-E 270, Argon Gas, 0.75 Overall, U-Factor = 0.26, SHGC = 0.41, VT = 0.62, STC/OITC = Not Rated, DP Rating = FW-C45 Overall Dimensions: 35" x 54" Rough Opening: 35.5" x 54.5" 35" RO - 35 5" Line # Description Qty 1100-1 Comment -Room: None Assigned 21 Series 9000, Direct Set, Fixed Operation, 39.5 x 54, 13/8" Setback Nail Fin, White Frame Color, 1/8, Clear, 1/8, Low-E 270, Argon Gas, 0.75 Overall, U- Factor = 0.26, SHGC = 0.40, VT = 0.61, STC/OITC = Not Rated, DP Rating = FW- f, C45 UN Overall Dimensions: 39.5" x 54" & Rough Opening: 40" x 54.5" 39 5" RO - 40" QUOTE NAME CUSTOMER PO# REQUESTED SHIP DATE Art DAYTON UPDATED \ Planned Shio Date Not Set QUOTED BY SHIP VIA QUOTE NUMBER vulivab annsbmseattle.com 375483 Customer Comments: Order Notes Line # IDescription IQty 1200-1 Comment -Room: None Assigned Series 9000, Single Hung, Single Hung Operation, 39.5 x 54, 13/8" Setback Nail Fin, No Filler Bar, White Frame Color, 3/32, Low-E 366, 1/8, Clear, Argon Gas, 0.72 Overall, Auto Lock, Two Locks, Bundle & Ship Screens, U-Factor = 0.28, SHGC = 0.21, VT = 0.5, STC/OITC = Not Rated, DP Rating = LC-PG45 Overall Dimensions: 39.5" x 54"................................................. Rough Opening: 40" x 54.5" REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENTS RO9-40" Line # Description Qty 1300-1 Comment -Room: None Assigned 1 Delivery - Our responsibility ceases when merchandise is accepted by carrier or signed off by our driver. Total Quantity = 125 -Unless otherwise noted, this quote is valid for 30-days from the date of quote. This is an estimate only and does not include SUB -TOTAL 1 $18,778.01 delivery charges. If converted to an order, I understand it will be placed according to these specifications and is non- $ALES TAX: $0.00 refundable. -Prime Window Systems is not responsible for code interpretation (ADA, HUD, IBE, etc.) or compliance. Actual NFRC values TOTAL: 1 518.778.01 may vary from those reported in PDQ quote due to variations that may occur during the manufacturing process. -All handing is viewed from the outside looking in. -All shipment dates are estimated as closely as possible but are subject to change due to various circumstances; Prime Window Systems is not liable for any costs that may be associated with delayed delivery. -Sales tax rates are subject to change based on the delivery address and delivery date. -Egress designated windows meet the IRC and IBC building codes minimums for opening area, opening height, and opening width. Prime Window Systems is not responsible for building codes in your area. -For painted or capstock products, color variation may be evident on window parts and components. CUSTOMER SIGNATURE DATE All quotes are good for 30 days from date of quote.