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HomeMy WebLinkAboutFL10477_R7_AE_RIO-2705-17 Artisan lap sidingPROJECT RIO-2705-17 ENGINEERING EVALUATION REPORT FORATTACHING JAMES HARDIE® BRAND ARTISAN® LAP SIDING TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, 1B,AND 1C, RESULTS ANDYANALYSIS OF TRANSVERSE LOAD TESTING 3-4 DESIGN WIND LOAD PROCEDURES 5 TABLE 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING VAND p 6 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 6 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 6 TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 6 TABLE 7, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING 7-11 LIMITATIONS OF USE 11 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7 - 10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX y 0 W RONALD I. OGAWA ASSOCIATES, INC 16835ALGONQUIN STREET#443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO-2705-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT Artisan® Lap Siding James Hardie Product Trade Names covered in this evaluation: Artisan® Lap Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 International Building Code® EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of Artisan® lap siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1. Intertek Report 101547645COQ-005A, (ASTM C1186) Material property test on Artisan siding 2. Intertek Report 3097158COQ-009 (ASTM E330) Transverse Load Test, 5.25" and 8.25" wide Artisan lap siding installed on wood and steel studs 3. Intertek Report MID314374 (ASTM E330) Transverse Load Test, 8.25" wide Artisan lap siding installed on wood studs with blind and face nails 4. Intertek Report 3143474MID-02 (ASTM E330) Transverse Load Test, 5.25" wide Artisan lap siding installed on wood studs with blind and face nails 5. QAI Laboratories Report RJ4689-REVI (ASTM E330) Transverse Load Test, 5.25" and 825" wide Artisan lap siding installed on steel studs with ET&F shot pins RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie com TEST RESULTS: Table 1A. Test Results and Analysis of Transverse Load Testing for Report No. 3097158CO"09 Report Number 309715BC 3097158C Analysis 3097158C 3097158C Analysis 3097158CO 3097158C0 Analysis 3097158CO 3097158C0 Analysis OQ-009 OQ-009 OQ-009 OQ-009 Q-009 Q-009 Q-009 Q-009 Test Agency Intertek Intertek Intertek Intertek Intertek Intertek Intertek Intertek Thickness (in.) 0.5625 0.5625 0.5625 0.5625 0.5625 0-5625 0.5625 0.5625 Width (in.) 8.25 5.25 7.25 1 8.25 525 7.25 1 8.25 5.25 1 7.25 8.25 5.25 j 7,25 20 ga. (33 20 ga. (33 21 ga. (33 20 ga. (33 20 ga. (33 20 ga. (33 Frame Type mil) steel mil) steel mil) steel mil) steel mil) steel mil) steel 2X4 wood 2X4 wood 2X4 wood 2X4 wood 2X4 wood 2X4 wood studs studs studs studs studs studs (S.G.= 0.4) (S.G.= 0.4) (S.G.= 0.4) (S.G = 0.4) (S.G = 0.4) (S.G.= 0.4) Frame Spacing (in.) 16 16 16 24 24 24 16 16 16 24 24 24 No. 8-18 x No. 8-18 x No. 8-18 x No. 8-18 x No. 8-18 x No. 8-18 x 15d siding 13d siding 6d siding 6d siding 6d siding 6d siding Fastener Type 0 323" HD 10.323" HD 0.323" HD 0.323" HD 0.323" HD D.323" HD mail, 0.092" nail, 0.092" bail, 0.092" nail, 0.092" nail, 0.092" nail, 0 092" x 1-5/8" x 1-5/8" x 1-5/8" x 1-5/8" x 1-5/8" x 1-5/8" .X 0225" X :X 0.225" X :K 0.225" X :K 0.225" X X 0.225" X X 0.225" X 2.01, 2.0" 2.0" :2,0" 2.0" 2.0" Fastening Method Blind screw Blind screw Blind screw Blind screw Blind screw Blind screw 'Blind nail Blind nail Blind nail Blind nail Blind nail Blind nail Ultimate Load (psf) 160 236 125 233 98.5 245 55.6 125 Design Load (psf) 53.3 78.7 59.0 41.7 77.7 49.7 32.8 81.7 43.7 18.6 41.7 23.7 'Effective Tributary Area (sqft) 0.778 0.444 0.667 1.167 0.667 1.000 0.778 0.444 0.667 1.167 0.667 1.000 'Fastener Load , as tested (lb/fastener) 41.5 35.0 39.3 48.6 51.8 49.7 25.5 363 29.1 21.6 27.8 23.7 1. Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2. Artisan Lap Siding complies with ASTM C1186, Standard Specification for Grade ll, Type A Non -asbestos Fiber -Cement Flat Sheets. 3. Artisan lap siding as tested in report 3097158COQ-009 was 9/16 inch thick, however the current thickness of the product is 5/8". The wind load resistance will not be affected if the fastener embedment length or withdrawal capacity is maintained. For screws, since the screw length in the test is long enough to penetrate the stud for at least three full threads, therefore no need to increase the fastener length. For all configurations with nails, the length in Table 7 is extended 0.25" to 2.25" inch long to accommodate the increase of product thickness. 4. For all cases with 7.25" Artisan planks, the design pressures were interpolated based on the results of 5.25" and 8,25" Artisan planks of similar fastening configurations. The following is an example calculation for blind screw on steel framing at 16" o.c. For 525" Artisan plank: Effective tributary area = ((plank width exposed to weather x fastener spacing) /144) = ((5.25-1.25) x 16)1144 = 0.444 sq.ft. Design load = ultimate failure load /FOS = 236 psf / 3 = 78.7 psf Fastener load = design load x tributary area = -78.7 x 0,444 = 35.0 pounds For 8.25" Artisan plank: Effective tributary area = ((8.25-1.25) x 16) /144 = 0.778 sq.fL Design load = 160 psf / 3 = 53,3 psf Fastener load = 53.3 x 0.778 = -41.5 pounds For 7.25" Artisan plank: Fastener load is interpolated based on plank width = 35 + (41.5 - 35) x (72 5- 525) / (8.25 - 5.25) = 39.3 pounds Effective tributary area = ((7.25-1.25) x 16) /144 = 0.667 sq.ft. Design load = fastener load / effective tributary area = 39.3 / 0.667 = 59.0 psf The analysis in Tables 1 B and 1 C follow the same process. ts' ®G,d�WA EZ. C'[ t a ' F LOR1� �3F 5Sio�'��14� RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com Table 1 B. Test Results and Analysis of Transverse Load Testing for Report RJ4689-1 Rennrt Nijmher I R.146B9-i I W41 q•1 I Anatvsis I R.146RR-1 I RJdIBS9-1 I Analvcic Test Agency QAI QAI QAI QAI Thickness (in.) 0.625 0.625 0.625 0.625 0-625 0.625 Width (in-) 8.25 5.25 7.25 8.25 5.25 7,25 20 ga. (33 20 ga. (33 20 ga. (33 20 ga. (33 20 ga. (33 20 ga. (33 Frame Type mil) steel mil) steel mil) steel mil) steel mil) steel mil) steel studs studs studs studs studs studs Frame Spacing (in.) 16 1 16 16 24 1 24 24 ET&F ET&F IET&F IET&F ET&F ET&F 0.100" 0.100" 0100" 10.1001, 0.100' 0.100" knurled knurled knurled (knurled knurled knurled Fastener Type shank shank :shank ishank shank shank diameterx diameterx diameterx diameterx •diameterx diameterx 0.313" HD 0.313" HD 0 313" HD 13.313" HD D.313" HD 0.313" HD x 1-5" long x 1.5" long x 1.5" long A 1.5" long x 1.5" long x 1.5" long (Fastener Length (in.) Blind nail Blind nail Blind nail iBlind nail Blind nail Blind nail (Fastening Method 134.1 243.6 118.4 189.8 Ultimate Load (psf) 44.7 81.2 52.8 39.5 63.3 44.8 (Design Load (psf) 0.778 0 444 0.667 1.167 0.667 1.000 (Effective Tributary Area (sgft) 34.8 36.1 35.2 46.0 42.2 44.8 (Fastener Load , as tested (Ibtfastener) 25.5 36.3 29.1 21.6 27.8 23.7 1. AfluwabTe Design Load Is the Ulllmat® Load divided by a Factor of safety of 3. 2. HardieShingle Siding complies with ASTM C1186, Standard Specification for Grade 11, Type A Non -asbestos Fiber -Cement Flat Sheets Table 1C. Results of Transverse Load Testing for Test Reports MID314374 and 314374MID-02 Re ortNumber MID3143474 31434-14MID-02 Analysis MID3143474 3143474MID-02 Analysis Test Agency Intertek Intertek Intertek Intertek 'Thickness (in.) 0.625 0.625 0.625 0.625 Width (in.) 8.25 5.25 7,25 8.25 5.25 7.25 Frame Type 2X4 wood SPF 2X4 wood SPF 2X4 wood SPF 2X4 wood SPF 2X4 wood SPF 2X4 wood SPF Frame Spacing (in.) 16 16 16 16 16 16 Blind: 8d ring shank box Blind: 8d ring shank box Blind: 8d ring shank box nail 0-113" X 0.260" X nail 0.113" X 0.260" X nail 0.113" X 0,260" X Blind: Bd siding nail Blind: Bd siding nail Blind: Bit siding nail Fastener Type 2.375" 2.375" 2.375"0.092" X 0.225" X 2 5 0.092" X 0.225" X 2.5 0.092" X 0.225" X 2-5 Face: 16 ga finish nail Face: 16 ga. finish nail Face: 16 ga, finish nail Face: 16 ga. finish nail Face: 16 ga. finish nail Face: 16 ga, finish nail 0.0625" x 2.5" 0,0625" x 2.5" 0.0625" x 2.5" 0-0625" x 2.5" 0.0625" x 2.5" 0.0625" x 2.5" Fastening Method face + blind nail face + blind nail face + blind nail face + blind nail face + blind nail face + blind nail Ultimate Load (psf) 240 300 140 300 Design Load (psf) 80.0 100.0 84.4 46.7 100.0 58.5 Effective Tributary Area (sgft) 0.778 0.444 0 667 0 778 0,444 0-667 Fastener Load , as tested (lb/fastener) 62-2 44.4 563 36.3 44.4 39.0 1. Allowable Ueslgn Load Is the Ultimate Load 01Vlded by a FWor of Safety of U. 2. HardieShingle Siding complies with ASTM C1186, Standard Specification for Grade 11, Type A Non -asbestos Fiber -Cement Flat Sheets. RONALD I, OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO-2705-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load capacity) is determined based ASTM E330 tests. The allowable design loads are determined based on a factor of safety of 3 applied to the ultimate test loads. Since the allowable design load is based on factor of safety of 3, allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7-10 Figure 26.5-1A, Figure 26.5-1B, and Figure 26.5-1C. For this analysis, to calculate the pressures in Tables 4, 5, and 6, the load combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stress design, load combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, q6=0.00256'K¢'KaKd"V fref.ASCE 7-10equation 30.3-1) % , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Kr , topographic factor Kd , wind directionality factor V , basic wind speed (3- Equation 2, V=VU, fret. 2015 IBC & 2017 FBC Section 1602.1 definitions) V„„ , ultimate design wind speeds (3-second gust MPH) determined from [2015 IBC, 2017 FBC] Figures 1609.3(1), 1609 3(2), or 1609.3(3); ASCE 7-10 Figures 26.5-11A, B, or C Equation 3, p=q�*(GCp GC,;) (ref. ASCE 7-10 equation 30.6-1] GC, , product of external pressure coefficient and gust -effect factor GCa , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable design load for siding) To determine design pressure, substitute q. into Equation 3, Equation 4, p=0.00256"K, IVKd'V,,,2'(GC; GC,;) Allowable Stress Design, ASCE 7-10 Section 2 4 1, load combination 7, Equation 5, 0.6D + 0.6W fret. ASCE 7-10 section 2.4.1, load combination 7) D , dead load W , wind load (load due to wind pressure) To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p„,d = 0.6"[p] Equation 7, p„� = 0.6"[0.00256'K,`Kn"Kd'V„n2"(GCp GC,;)] Equation 7 is used to populate Table 4, 5, and 6. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 7, solve Equation 7 for V _ Equation 6, Vu = (p„.d/0.6"0.00256"KZ"Krt*Kd•(GCo GC,q))D5 Applicable to methods specified in Exceptions 1 through 3 of [2015 IBC, 2017 FBC] Section 1609.1,1., to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 7, apply the conversion formula below, Equation 9, V„d = V,n " (0.6)° 5 (ref. 2015 IBC & 2017 FBC Section 1609.3.1) V,„d , Nominal design wind speed (3-second gust mph) fret. 2015 IBC & 2017 FBC Section 1602.1) RONALD I, OGAWA ASSOCIATES, INC. 16835ALGONQUIN STREET#443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO-2705-17 JAMES HARDIE BUILDING PRODUCTS, INC_ 1-888-542-7343 info@jameshardie.com Table 3, Coefficients and Constants used in Determining V and p, Wall Zane 5 Height (ft) Exp B Eyp C E D GC GC 0-15 0.7 0-85 1.03 11560 1 0.85 -1.4 0.18 20 0.7 0.9 1.08 1 0.85 -1.4 D.18 25 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 0,73 1-01 1,19 1 0A5 -1A 0.18 40 0.76 1.04 1.22 1 0,85 -1.4 0.18 45 1 0.785 1.065 1,245 1 0.85 -1.4 0.18 50 0.81 1,09 1.27 1 0.85 -1A 0.18 55 D.83 111 1.29 1 0.85 -1.4 0,18 60 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 1. 6 1.4 h>6 .8 1.8 0.1 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Wind Speed (3- secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Hel ht ft B B B B B B B 13 B B B B B B 0.15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -325 -37.0 -41.7 -4&8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24,4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15 9 17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 46.8 -52.1 -$7.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -254 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66A 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 1 -30.7 -35,3 -40.1 -45.3 -50.8 1 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28-9 -316 -38.5 -43.8 -49-5 -S&5 -61.8 -68.5 -75.5 -1 -1 - 1. - - - - 4. - -04. - - - - 7 -77,3 5. 8. -31. 3. 6. -43. -50.2 -5.6 -65. -14. -82. -92.4 -1 2.4 1 .9 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Vind Speed (3- secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height tt C C C C C C C C C C C C C C 0.15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31 a -36.4 -01.8 -07-5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25 6 -77.9 -32.8 -38.0 -03.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -252 -27.6 -30.0 -352 -40.8 -06.9 -53.3 -60.2 -67.5 -752 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77 4 -85.8 -94.6 45 -22.0 -242 -26.6 -29.1 -31.6 -37.1 -03.1 -49.4 -56.2 -63.5 -71.2 -79.3 -97.9 .96.9 50 -22.5 -24.8 -272 -29.7 -32.4 -38.0 -04.1 -50.6 -57.6 -65.0 42.9 -81.2 -89.9 -992 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -04.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 100 -32.6 1 -35.9 -39.4 -43.1 746.9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -T43.6 Table 6, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds -Wind Exposure Category D, Vind Speed (3- secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Hei ht ft D D ❑ D D D ❑ D 0 ❑ ❑ ❑ D 0 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -B&B -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 -513.1 -57.0 -64.4 -72.2 -80.4 -89.1 -982 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -291) -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -66.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 20.5 -33.3 -362 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 413.4 --50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 -31.7 -34.6 -37.7 -44,3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -522 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4 - - - 2- - - - - - - -1 -1 100 -37.0 -40.8 -44.7 -48.9 -53.2 -62. -10 .8 t -74 -1 . Tables 4, 5, and 6 are based on ASCE 7-10 and consistent with the 2015 IBC, 2015 IRC and the 2017 Florida Building Code. ►`'yt+(t r `' l u ILIA P11 W \► '.. 21 1STAa ti 7 ZORIO Cr • RN b 6 '�rfrnrri►a�� Gs�' RONALD I. OGAWA ASSOCIATES, INC 16635 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HARDIE BUILDING PRODUCTS, INC 1-888-542-7343 info@jameshardie com Table 7, Allowable Wind Speed (mph) for HardiePlank Lap Siding (Analytical Method in ASCE 7-10 Chapter 30 CBC Part 1 and Part 3)7 2016 16C, M I I FSC 2016IB . 2017 F8C Coefficients used for calculations Allowable, Ultimate Design Wind, Speed, V"8 4.6, (3-second gust mph) Allowable, omma Design Wnd, Speed, � V• 1.1 (3-second gust mph Applicable to methods specified in [2015 IBC, 2017 FBC] Section 1609 1 1. as determined by Figures 1609.3(1), 1609.3(2), or 1609 3(3) Applicable to methods specified in Exceptions 1 through 3 of [2015 IBC, 2017 FBC] Section 1609.1.1. nd exposure cal"ory Wind exposure categort Allowable oePS Load ( PSF) K Product Product Thickness (inches) Width dth inches ( ) Fastener T e yP Fastener Spacing p 9 Frame yP Type Stud Spacing (inches) Building Height"B (feet) C D B C D Exp B EV C Exp D K� Ka GC, GC - Artisan®Lap Siding 5/8 825 No.8-18 Screw X 0-323" head diameter x l 5/8" long' Blind screw 2X4 20ga Metal (33mil) 16 0-15 192 174 158 149 135 123 -53.3 D-7 0.05 1=03 Ih560 1 D-85 -1.4 0-18 20 192 169 155 1A9 131 120 -53 3 0.7 09 1 08 1 1 085 005 -1.4 -14 018 016 25 192 166 152 149 128 its -53.3 0.7 0-94 112 30 192, 162 149 149 126 116 -53-3 0.7 0-98 116 1 0-a5 •i-4 0.i8 35 188 160 147 148 124 114 -53 3 0.73 1 01 1 19 1 1 085 0 85 -14 -i.4 018 0 ie 40 184 158 146 143 122 113 -53.3 0.76 1 Da 1 - 45 181 156 144 141 121 112 -53.3 0-765 1.005 1.245 1 0.85 •1.4 0.18 50 179 154 143 138 119 110 -53.3 0.81 1-09 1-27 i 1 0-85 0-85 AA -1-4 0.19 0-18 55 176 153 142 137 118 110 -53.3 0.93 1.11 1-29 60 174 151 140 135 117 109 -53 3 0.85 113 1 31 1 0.85 -1.4 015 100 144 128 120 112 99 93 -53 3 0.99 1.2E 1.43 11N>60 I T f 0.65 -1.8 0.18 Artisan® Lap Siding 5/8 725 No 8-18 screw 0 323" head diameter xl 5/8" long' Blind screw 2X4 20ga Metal (33mil) 16 0-15 202 183 167 157 142 1 129 -59 D 0-7 085 1.03 Ih<-60 1 1 0.85 -1.41 018 20 202 178 163 157 130 126 -%.0 0.7 0.9 1-08 t 1 0.85 0-85 -1.i -1.4 0-18 0-10 25 202 1 174 660 157 135 124 -59 0 0.1 094 1-12 30 202 1 171 157 157 132 122 -59.0 07 098 716 1 1 085 0.85 -1.4 -1.4 0.18 0-18 35 198 168 155 1$3 130 120 -59.0 0,73 1-01 1-19 40 194 166 153 150 128 1t9 -54.6 0.76 1.04 1.22 1 1 0.85 085 -1.4 -1-4 0.18 0.18 45 181 164 152 148 127 117 -590 0.785 1.065 1245 50 188 162 150 146 125 116 -59.0 0.81 1.09 1.27 1 0.45 _TA 0.18 55 i86 161 149 144 124 115 -59-0 O. 111 1- 1 1 7 To 0.85 -1.4 -1.4 0,18 0.1a 60 183 159 148 142 123 114 -59.0 0.85 113 131 100 152 135 126 118 104 98 -59 0 0.99 1 26 1 43 11>60 t 085 -1.8 018 Artisan® Lap Siding 5/8 5.25 No- 8-18 screw -0. 323" head diameterxl 5/8" long' Blind screw 2X4 20ga Metal (33mil) 16 0.15 233 212 192 181 164 149 1 -78.7 0.7 0.85 1.03 h580 1 085 -14 0.16 2D 233 1 206 168 181 159 146 -70.7 0-7 1 0-9 108 1 0.85 -1.4 0-18 25 233 201 186 181 156 143 -78.7 0.7 0.04 112 1 t 0-85 o 55 -1.4 -14 0.19 018 30 233 197 181 181 153 140 -70 7 07 0-9e 1 16 35 229 194 179 17-7 151 139 -78.7 0.73 101 1-19 1 1 0.85 0.115 AA -1.4 0.18 0.19 40 224 192 171 174 148 137 -78-7 0-78 1.04 1-22 45 220 189 175 171 147 136 -78-7 0.705 1.065 1245 1 0.05 -1.4 0.18 50 217 187 173 168 145 134 -78-7 0.81 1-09 1 27 1 1 0.85 6.85 -1.4 •1.4 0.1a 0.18 55 214 185 172 166 144 133 -78.7 0.83 111 1.29 60 212 184 171 164 142 132 -78-7 0.85 1.13 1.31 t N -14 0.10 100 175 155 146 138 120 113 -78 7 0.99 1.26 143 11>60 1 1 085 -1 8 018 Artisan® Lap Siding 5/6 825 No 8-18 screw 0 323" head diameter xl 5/8" long' Blind screw 2X4 20ga. Metal (33mil) 24 0-15 170 154 140 132 119 109 r11-7 0-7 085 1 03 11<60 1 0-65 -14 018 20 170 1 150 137 132 116 106 -417 0-7 09 1.08 1 1 0-85 0.85 -1-4 AA 018 0.18 25 170 147 134 1 132 114 104 -41-7 07 0.94 1.12 30 170 144 132 132 111 102 -41-7 0-7 0-0 t.18 1 1 0-85 0.95 I AA -1-4 0.18 0-18 35 166 141 130 129 110 101 -41-7 0,73 1-01 1-19 40 163 139 129 128 108 100 -41 7 0.76 1-04 1 22 1 , F, -1,4 0.1e 45 160 138 127 124 107 99 -41-7 0.785 1.9a5 72 55 1 i 0.45 O.aS -1:4 -141 0.18 018 54 150 135 126 122 105 J 98 -41-7 0.81 1-09 1 27 55 156 135 125 121 105 97 Al 7 0.83 1 11 1 29 t 1 0.85 0.65 -1 a -1-4 D.1a 1 0.19 60 154 134 124 119 104 96 41-7 0.85 1-13 1.31 100 128 113 99 88 A7-7 0.99 1.26 1.43 jh 60 1 0-85 -1-8 1 0.18 Artisan® Lap Siding 518 7.25 No.8-18 screw x 0. 323" head diameter xl 5/8" long' Blind screw 2X4 20ga Metal (33mil) 24 0-15 186 168 153 1 144 130 118 -19-7 0-7 0-85 1-03 1,560 „ " 1 0-05 -1.4 0.10 2C 166 164 149 144 127 116 -49 7 07 09 1 1-08 1 1 0.85 005 -1.4 •1.4 1 0.18 0,18 25 186 160 147 144 124 114 -49-7 0.7 094 1.12 30 1W 157 144 144 121 112 -49-7 0-7 6.0E 1.16 1 1 0,115 085 -1.4 -1.4 0-14 0 18 35 182 154 142 141 120 110 -49 7 0.73 101 1.19 40 17B 152 141 138 118 1D9 -49 7 0.76 1-04 1 22 1 085 -1 A 0.18 45 175 150 139 136 117 108 -49.7 1 4).785 IA65 7245 1 1 0.05 0-85 T4 -1.4 0.f8 0-18 50 172 149 138 134 115 107 -49-7 7 55 170 147 1 137 132 114 106 49 0. P 1 1 D as 0.8s -1.4 -14 0.18 D-18 60 168 t4B 136 130 113 105 8 - 700 135 124 116 108 96 90 49.7 1) 1 Des -1.8 0.18 ■ ~° STATE p Sfa1�Ak. ���r�rrfrrrl%fir RONALD L OGAWAASSOCIATES, INC 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HARDIE BUILDING PRODUCTS, INC 1-868-542-7343 info@jameshardie.com 2015 0C. 2017 FEC 20151BC. 2017 FBC caefllcierlis used 1m catcu1e11mn Allowable, Ultimate Design Wind, Speed, 1,a VuXesd (3-second gust mph) Allowable, Nominal Design Wind, Speed, V 5,a 3-second gust mph) Applicable io ro011eds specified in [2015 IBC, 2017 FBC] Section 1609 1.1. as determined by Figures 1609 3(1), 1609.3(2), or 1609.3(3) Applicable to methods specified in Exceptions 1 through 3 of [2015 IBC, 2017 FBC] Section 1609-1 1- Ind a osure category Wind axposure categoryK; Allowable Design Load (PSF) Product Product Thickness (inches) Width (inches) ) Fastener e Type Fastener Spacing 9 Frame Yp Type Stud Spacing (inches) Building Height'•' (feet) B C D B C ❑ E.V B Exp C 6rp D K. Ka I GC I GCS Artisan® Lap Siding 518 5.25 No 8-18 screw x 0 323" head diameter 1 518" long' Blind screw 2X4 20ga Metal (33m11) 24 0-15 232 211 191 180 163 148 -77.7 07 0-85 1-03 hsW 1 005 -1.4 0-18 20 232 205 187 100 158 145 47.7 0.1 11,13 1,88 1 1 085 085 -1.4 -1 4 018 018 25 232 200 183 180 155 142 -77.7 0.7 094 112 3D 232 196 180 10D 152 140 -77-7 0-7 0.08 1-16 1 Q05 -1.4 010 35 227 193 170 176 150 13B -71 7 073 1.01 119 1 1 0.115 0-85 11.4 -1.4 0.16 0.18 40 223 190 176 172 147 136 -77 7 0.76 1 04 1 22 45 219 188 174 170 140 135 -77.7 0.785 1.065 1245 f 1 0-85 0.85 -1.4 -1.4 0.18 0.1a 50 216 186 172 167 144 133 -TU 0.81 1-00 1 27 55 213 184 171 165 143 132 -777 0.83 111 129 1 I 0.85 0 85 -1.4 -1.4 018 0.10 60 211 183 170 183 141 131 -77-7 085 1.13 1-31 100 174 154 145 135 120 112 -77 7 099 128 1 d3 h>60 1 0-85 -1 8 0181 Artisan® Lap Siding 5/8 825 0095" shank X 0225" HD X 2 25" long galV. Siding nail Blind nail 2X4 Wood, s.g z 0 40 16 OAS 7 37 124 17 1 86 -32.8 0.7 O.eS 1.03 h560 1 1 0.85 0-85 -1.4 -1-4 0.18 0.18 20 151 133 121 117 103 94 32.8 0-7 0-9 1-09 25 151 130 119 117 101 92 -32-8 0.7 0-94 1.12 1 1 0-85 0-65 -1.4 -1.4 01e 0 1e 30 151 127 117 117 99 91 -32.8 07 0.98 1.16 35 14B 125 116 114 97 90 -32.a 0.73 1.01 1.19 1 1 0-85 11.05 •1.4 -1.4 0.18 018 40 145 124 114 112 96 88 -32 e 0 76 1-0 4 1 22 45 142 122 113 110 95 88 -32 e 0 785 1.065 1 245 1 0-05 -1 a 016 SD 140 121 112 1D9 94 87 •32.8 0.81 1.09 1-27 I I 0.a5 Des •1.4 -14 0.18 0,19 55 138 120 Ill 107 93 85 -32.5 0.83 1.11 1.2o 60 137 119 110 106 92 85 -32 8 0.65 113 1.31 1 085 -1.41 0.16 100 113 88 -32.8 0.99 7.36 1.43 hy80 1 0.a5 -1.8 0.18 Artisan® Lap Siding 5/8 725 0.095" shank X 0 225" HD X 2 25" long gale. Siding nail Blind nail 2X4 Wood, s.g 2 0 40 16 0-15 174 158 143 1 135 122 111 -43.7 07 0.85 1.03 hs6o 1 085 -1.4 016 20 174 153 140 135 119 1W -43.7 0.7 0.9 1.08 1 0-85 •1.4 0.18 25 174 150 138 135 116 107 .43.7 0.7 0.94 1,1z 1 7 0-e5 085 -1.4 -1.4 0-18 018 30 174 147 135 135 114 105 -43 7 07 0.98 116 35 170 145 133 132 112 103 -43.7 0.73 1-01 1-19 1 1 0.65 0-65 -1-4 •1 a o 1e 0.16 40 167 143 132 129 111 102 -43.7 0.76 1 104 1.22 45 164 141 130 127 109 101 -43 7 0.785 1 065 1 245 1 0-85 -1 4 018 50 162 139 129 125 109 100 -43 7 Dal 1.09 1 z7 1 1 0851 0.65 -1.4 •1.4 018 0.1R 55 160 138 128 124 107 99 -43-7 0.83 1-11 f39 60 159 137 127 122 106 99 -43.7 085 1.13 1-31 1 0.85 -1-4 018 100 737 116 101 90 -43.7 0.99 128 1.43 Ih>60 1 0-as -1.8 0-18 Artisan® Lap Siding 5/8 5.25 0-095" shank 0 225" HD X 2-25" long gale. Siding nail Blind nail 2X4 Wood, s.g. z 0-40 16 0.15 238 216 196 184 167 152 -81.7 0-7 005 1.03 j1hs60 1 0.85 -1.4 0.10 20 238 21 D 191 184 162 148 -81 7 07 0-9 1 08 1 1 0-85 0.85 -1.4 •1A 0 18 0.1E 25 238 205 188 184 159 1 148 -617 03 0.94 1.12 30 238 201 186 184 156 143 -a1.7 11,7 0.08 1.18 1 t 4-66 085 -1.4 -1.4 a. la 018 35 233 19B 182 180 153 141 -81.7 0.73 1-01 1.19 40 228 195 180 177 151 140 -81-7 0.78 1,04 t.22 1 0.85 •s.4 0-14 45 225 193 178 174 149 138 -01.7 0,785 1.095 1.245 1 1 0-65 085 -1.4 -1.4 0.18 018 50 221 191 177 171 148 137 -81-7 6.81 1.09 1 27 55 218 T89 175 169 146 136 -817 083 1-11 129 1 8-5 -1.4 018 89 21B 1 187 174 1 167 145 135 -01.7 0.e5 I is 1.31 1 0-85 -1.4 0.10 100 1 179 1 158 149 1 138 123 115 -81 7 0.99 126 143 ph>60 1 085 -1.8 0 10 Artisan® Lap Siding 5/8 825 0.095" shank 0.225" HD X 2 26" long galv- Siding nail Blind nail 2X4 Wood, s.g >_ 0 40 24 0.15 113 8a -185 2-7 0.e5 1.113 Ihs60 1 0.05 -1,4 018 20 113 88 -185 0-7 0.9 1.08 t 1 0.85 0.65 -1.4 -1A 0-18 0-10 25 113 - - as - - -185 0.7 0.04 112 30 113 - 88 -19.5 0-7 0-9a 1-16 1 0.85 -1.4 1 0-18 35 111 - 86 - -18.5 0-73 1-01 1-19 1 1 0-85 0,85 -1.4 -1 a 0-18 018 40 -185 076 1.04 1.22 45 -19.5 0.765 1 1.065 1.245 1 1 0.a5 085 -1.4 -1.4 0.18 016 - - - - - - -10 5 001 1 1.09 1 27 55 -18.5 1 0.53 1. 11 1-29 1 1 0.85 0-85 -1.4 -1A 0-18 0-18 100 -18.5 11 1-2 1 0.85 -1.8 0.18 1 RONALD I OGAWAASSOCIATES, INC 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HARDIE BUILDING PRODUCTS, INC 1-888-542-7343 info@jameshardie.com 205MC, 2017FB 51 ,2497E C Coefficients used for calculations Allowable, Ultimate Design Wind, Speed, Va,e "n 3-second gust mph) Allowable, Nominal Design Wind, Speed, s,e V.sa , (3-second gust mph) Applicable to methods specified in [2015 IBC, 2017 FBC1 Section 1609.1,1, as determined by Figures 1609.3(1), 1609,3(2), or 1609.3(3) Applicable to methods specified in Exceptions 1 through 3 of [2015 IBC, 2017 FBC] Section 1609. 1.1. Wind ex category Wind a sure category Allowable Design Load (PSG Is, Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Hei hP-' (feet) B C D B C D F=B Exp C Exp D K„ Ke GC GC - Artisan®Lap Siding 516 725 0.095" shank X 0.225"HD .225" long gale Siding g nail Blind nail 2X4 Wood, s g t 0 40 24 0-15 128 116 - 99 90 - -237 0.7 0.85 1 03 hseo 1 0 35 -1.4 0.18 2D 128 113 39 88 -23.7 0.7 0.9 1.08 1 1 0.85 0.a5 -1.4 -14 0.18 018 25 128 111 - 99 86 - -23.7 0.7 0.04 1,12 30 128 99 -23.7 0.7 0.9B 1.16 1 1 0.85 085 -1.4 -14 0.18 018 35 125 - 97 -237 0.73 1.01 11s 40 123 - - 95 - - -23.7 036 1-04 122 1 1 0.85 0.e5 A 4 -1.4 01e 0.18 45 121 94 .21.7 0-785 1.055 1245 50 119 - - 92 - -23.7 0.81 109 1-27 1 0.85 -1.4 0.18 55 11e 91 -23-7 0.03 111 129 1 1 085 0.as -1.4 •1.4 0.16 0.111 60 116 80 -23.7 0.85 1.13 1.31 100 -23.7 0.99 1.26 1 43 h>60 1 085 -1.9 018 Artisan® Lap Siding 5/8 525 0.095" shank 0.225" HD X 225" long gale Siding nail Blind nail 2X4 Wood, s g >_ 0 40 24 0-15 170 154 140 132 119 1D9 1 41.7 0.7 0.85 1.03 h<60 1 0.65 -14 0.18 20 170 1 ISO 137 1 132 116 106 41.7 0.7 1 0.9 1.0B 1 1 085 0.65 -14 -1.4 TO 018 25 170 147 134 132 114 104. 41.7 07 0.94 112 30 170 144 132 132 111 102 41.7 67 0.96 1.16 1 Des -1.4 0.18 35 166 141 130 129 110 101 41.7 0,7a 1.01 1.19 1 1 0.85 o.es -1.4 -1.4 CAR 0.18 40 163 139 129 126 108 100 41.7 0.76 1.04 1.22 45 160 138 127 124 107 99 -41 7 0 785 1.065 1.245 1 0.85 -1.4 0.18 50 158 136 126 122 105 98 41.7 0.81 1.00 1 27 1 1 0.85 0-115 -1.4 -1-4 0.18 ..Is 55 156 135 125 121 105 97 41-7 0.83 111 129 60 154 134 124 119 104 96 -41.7 085 1.13 1.31 1 0 85 -1.4 0.18 100 128 113 99 88 41.7 0.99 1 1.26 1.43 h>60 1 0.85 -1.0 0.10 Artisan® Lap Siding 5/8 825 ET&F 0. 100" knurled shank diameter x 0 313" HD x 1-5" long Blind nail 2X420ga Metal (33mi1) 16 t)-15 176 160 145 135 124 112 44.7 0.7 085 1.03 hseo 1 085 -1-4 0.18 20 176 155 142 1 136 1.20 110 .44.7 0.7 0.9 1.05 1 0.85 -1A 0.18 25 1TB 152 139 135 118 108 44.7 0.7 0.94 1.12 1 1 0.85 ass -114 -`14 0.18 0.18 30 176 149 137 136 115 106 -44 7 07 0.90 1.16 35 172 146 135 133 113 105 -44.7 0.73 1.01 1.19 1 1 0.85 0.85 -1.4 •1 4 0.18 0.1e 40 169 144 133 131 112 103 44.7 0.76 1.04 172 45 166 143 132 129 110 102 44 7 0.785 1.065 1.245 1 0 85 -1.4 0.16 50 164 141 131 127 109 1 104 11 44 7 0.01 1.09 1 1.27 1 085 -1.4 0.18 55 162 140 130 125 108 100 44.7 o,Ba 7-11 1" 1 10 o.es 85 -1.4 -1.4 0.18 0.18 6o 160 138 129 124 107 100 -44-7 0.85 1.13 1.31 100 1 132 117 102 91 -44.7 0.99 1,26 1.43 h>60 1 0.85 -1.8 0.18 Artisan(E) Lap Siding 518 7.25 ET&F 0. 100" knurled shank diameter 0,313" HD x 1.5" long Blind nail 2X4 20ga. Metal (33mil) 16 0-15 191 174 15B 148 134 122 -52.8 07 0.85 1.03 hseo 1 085 -1-4 0.18 21) 191 169 154 148 131 119 -sz a 0.7 0.9 1.as 1 1 o as Des -14 4A 6.1 e Q,1e 25 191 165 151 148 128 117 -52.0 0.7 0.04 1.12 30 191 162 149 148 125 115 -52-8 0.7 0.9e 1-16 1 1 0.s.5 0.85 -1-4 -1.4 0.1e 0.18 35 107 159 147 145 123 114 -52.8 0.73 1.01 1.19 40 154 157 145 142 122 112 -52.8 0.76 1A4 1.22 1 0.85 A.4 0.18 45 181 155 143 140 120 111 -528 0-785 1.065 1.245 1 1 0e5 0 65 -1.4 -1-4 0.18 ;a 18 50 178 153 142 13e 119 110 -52.8 0.81 1.09 127 55 176 152 141 136 118 109 52.8 0.83 1.15 129 t 0.85 -14 0.15 60 17A 151 140 134 117 108 -528 0.85 t.13 1.31 1 0.85 -1.4 0.19 100 144 127 120 111 99 93 -528 0.99 1.26VI4-'3-h>60 1 0 85 -1.8 0.18 Artisan® Lap Siding 5/8 525 0.100"30 knuded shank diameterx 0 313" HD x 1 5" long Blind nail 2X4 20ga Metal (33mil) 16 0-15 237 215 195 184 167 151 -81-2 0-7 QB5h580 ✓r 1 0-85 -1.4 0-18 20 237 209 1151 184 162 149 -81.2 0.7 0.9 1 1 0-85 o.es -1.a -1A 010ET&F 0,18 25 237 205 19T 184 159 145 -812 0.7 0.94 237 200 184 184 155 -812 0.7 0.A8 1 1 0.85 0.85 -1,4 -14 0.18 0.18 35 232 197 182 180 153-812 0.73 1.01 40 228 195 180 176 151 -812 076 1.04 1 OAS -14 0.18 45 224 192 178 173 149 -81.2 0785 t.065 1 1 OAS 0.85 -14 -1.4 6.1s 0.16 50 220 19D 176 171 147 d41 - 11.2 0.81 1.09 127 55 218 1 BB 175 16$ 146 -61 2 0.83 1 11 1 29 1 085 AA 0.18 80 21S 197 173 167 145 -812 0.B5 1 0,85 -1.4100 178 158 14B 138 122 -812 da 1.12 4 21 -c} • 6 OF ZONAL -`Frirrrrsar�►�! RONALD I OGAWAASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888542-7343 info@jameshardie corn 0 15 7 C 07 1 .201 C"Iticlams used for celculatlnns Allowable, Ultimate Design Wind, Speed, 9,8 VuXasE 3-second gust mph) Allowable, Nominal Design Wind, Speed, V 8,8 3-second gust mph) Applicable to methods specified in [2015 IBC, 2017 FBC] Section 1609 1 1. as determined by Figures 1609 3(1), 1609,3(2), or 1609 3(3) Applicable to methods specified in Fxmeplions 1 through 3 of [2015 IBC, 2017 FBC] Section 1609.1.1. Vmr6d A Cato nd lie xpawe cal Allowable Design Load (PSF7 K, Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Hei he-' feet ( ) B C D B C D Exp aP C Fap D NR Kv GC, GC„ Artisan® Lap Siding 5/8 825 ET&F 0.100" knurled shank diameter 'D 313" HD x 1.5" long 1 Blind nail 2X4 20ga Metal (33mil) 24 0.15 165 150 136 128 116 106 -39-5 0-7 0.85 1-03 h560 1 0-85 -1-4 0.18 20 165 146 133 128 113 103 -395 0-7 0.9 1.06 1 1 0.455 0.05 A.4 -1 4 1110 018 25 165 143 131 128 ill 101 -395 0.7 0 94 1 12 30 165 140 128 128 1W 100 39.5 0.7 0.99 1.16 1 1 0-55 0-95 -1.4 -1.4 0.18 0.19 35 162, 138 127 125 107 98 -39.5 0-73 f.01 1.11 40 159 136 125 i23 105 97 -395 076 1 04 1 22 1 0 95 -1.4 018 45 156 134 124 12i 104 96 -395 0705 1065 12,45 1 1 085 0.85 -1.4 •1.4 0-18 0,16 50 154 133 123 119 403 95 •39 5 0-81 1.09 1.27 55 152 1 131 122 118 102 94 -395 0.83 1 11 1 29 1 085 -1 4 018 E0 150 130 121 116 S01 94 -39.5 0.85 113 1-31 1 085 -1.4 010 100 124 110 96 85 -39-5 099 1 26 143 h>60 1 085, -1 a o 1a Artisan® Lap Siding 5/8 725 ET&F 0-100° knurled shank diameterx ,D.313" HD x 1 5" long 2 Blind nail 2X4 20ga Metal (33mil) 24 0-15 176 160 145 136 124 112 a 07 0.85 1-03 h580 1 085 -1.a 1 018 20 176 155 142 1W i20 110 •44.4 0.7 0.9 1.06 1 0.65 -1.4 o_1e 25 176 152 139 136 118 108 -44.8 0-7 0.94 1-72 1 1 0-85 0.05 -1-4 -1.4 9-18 0-18 30 176 149 137 136 115 106 -448 0-7 0.98 1-16 35 172 147 135 134 114 105 -448 0.73 1.01 1.19 1 1 085 055 -14 •1.4 018 0.16 40 169 145 133 131 112 103 -44.8 076 1.04 722 45 166 143 132 129 ill 102 -448 0..785 1.065 1245 1 985 -1-4 0.18 50 164 141 131 127 109 101 -44-8 0.81 1.09 1 27 1 1 085 0.65 -1-4 •1.4 0-18 0-18 55 162 140 130 125 108 101 ."A 0-83 1.11 12D 60 160 139 129 124 107 100 -da-8 0.85 1.13 1-31 1 7 1 0.E5 4.4 1 0.18 100 132 117 110 1 102 1 91 85 1 -448 0.99 126 1-43 h>60 1 1 0-85 -1-8 018 Artisan® Lap Siding 5/8 5.25 ET&F 0. 100" knurled shank diameter 0.313" HD x 1.5" long 2 Blind nail 2X4 20ga Metal (33mil) 24 0-15 209 19D 173 162 147 134 -63.3 07 0-85 1-03 hSUD 1 0.85 -1.4 0.18 20 209 18.5 169 162 143 131 -63.3 0 7 0 9 1.08 1 1 0.85 0.a5 -1 4 -1.4 018 0.18 25 209 181 166 162 140 128 •63.3 0.7 094 1.12 30 209 177 163 162 137 126 -63 3 0-7 0,08 1-10 1 0.85 -1.4 0.14 35 205 174 161 159 135 124 -63 3 0.73 101 1.19 1 1 085 085 -1.4 -1.4 0.18 018 40 201 172 159 156 133 123 -63 3 0,75 1.04 12,2 45 1" 170 157 153 131 122 -633 0.785 1.065 7Ra5 1 1 0.85 085 •1.6 -1.4 01s 018 50 195 168 155 151 130 1 120 -63-3 0.81 1 09 1 27 55 192 165 154 149 129 119 -63 3 0.83 1 11 1 29 1 1 1 0-85 1 0.85 -1.4 •1.4 018 0.18 80 190 1B5 153 14.7 128 119 $3.3 0.65 1.13 1.37 100 157 139 131 122 108 101 -63 3 0.99 1.26 1.43 •h>60 1 1 085 -1 a 0.18 Artisan@Lap Siding 5/8 8 25 Blind: 8d ring shank box nail 0 113" X 0260"X 2 375" Face: 16 ga. finish nail 0.0625" x25" Blind+ face nail .2X4 Wood SPF 16 6- 5 235 214 194 182 165 150 -80.0 0.7 0-85 1.03 h560 1 1 0.85 0.85 -1.4 -1.4 0.18 018 20 235 208 189 162 161 147 -80 0 1 07 0.9 1 08 25 1 235 203 186 182 157 144 •ea.o 1 0.7 0,94 1.12 1 1 0.85 0.85 -$A -1.4 Olt 0.18 3D 235 1W i83 182 154 142 30 0 0.7 O.sa 1 1.10 35 230 196 181 179 152 140 -80.0 0.73 1-01 119 7 1 085 0.85 -1-4 -1.a 9-1s 0.16 40 226 1133 178 175 150 136 -Mo 0-76 1.04 1.22 45 222 191 lie 172 148 137 -00.0 0.785 1 A65 5.2 55 1 0.85 -1.4 0.18 50 219 189 175 169 146 135 -e9.o 0.81 1.09 1 27 1 1 0.e5 o-es -1 4 -1 4 0.18 0.18 55 216 187 173 1 167 145 134 -80 0 0 83 1 11 1 29 60 214 165 172 165 143 133 -900 0.85 13 1,31 1 0.95 -14 0.78 100 177 157 147 137 121 114 1 -600 0.99 126 1.43 ih>60 1 065 -1.8 018 Artisan@ Lap Siding 5/8 725 Blind: 8d ring shank box nail 0 113" X 0 260" X 2 375" Face: 16 ga finish nail 0.0625" Blind + face nail •2X4 Wood SPF 16 0-16 241 219 199 187 170 154 -84.0 07 1 085 1.03 ihs60 f rdd' 1 085 -1.4 0.16 20 241 213 194 187 165 150 -84.0 07 0.9 108 1 1 0-05 0-85 -1.4 -t.4 017 9.18 25 241 208 191 187 161 148 -84 0 0-7 0-94 I-t2 30 241 204 187 187 158 145 -84-0 0-7 0.98 1-16 1 1 0-85 085 -1.4 -1.4 0.18 0.10 35 236 201 185 183 156 143 -B4 0 0.73 1.01 119 40 231 190 183 179 153 142 •84.0 0-76 1.04 1.22 1 1 0.95 0 8 5 -1 4 0.1a 018 45 228 196 181 176 151 140 -84-0 0.785 1.065 1 245 50 224 193 179 174 150 139 -04-0 081 1.09 127 1 085 -1-a 01a 55 221 192 176 172 148 138 8a-0 0-83 1- 1 J1 0.85 0.85 •7.4 0-18 60 219 190 176 170 147 137 -ea-0 9.85 100 181 161 151 140 124 117 -84.0 t 85 10 RONALD I. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshard ie.com 2015 &C. 2017 F8C 20t5 IBC. 2017 FSC CcelTicients used for calculations Allowable, Ultimate Design Wind, Speed, V O un 3-second gust mph) Allowable, Nominal Design Wind, Speed, V 1.1 •.d 3-second gust mph) Applicable to methods specified in [2015 IBC, 2017 FBC] Section 1609 1 1 as determined by Figures 1609.3(1), 1609 3(2), or 1609.3(3) Applicable to methods specified in Exceptions 1 through 3 of [2015 IBC, 2017 FBC] Section 1609.1 1. VNnd exposure catemy Wind exposure categoryK Allowable Design Load (PSF) Product Product Thickness (inches) Width (inches) Fastener Typep Fastener Spacing g Frame Type yp Stud Spacing (inches) Building Height'-' (feet) B C D 8 C D EV B Fxp C Fxp D K, Kd GC16 Zr. Artisan®Lap Siding 518 5 25 Blind:8d ring shank box nail 0 113" X 0.260"X 2.375" Face:finish ga. finish naix 2-5" " x 2.5" Blind+ face nail 2X4 Wood SPF 16 7-15 2 217 2 185 1 -100A 0.7 0.45 1.03 11560 1 0,85 -1.4 0.M18 20 263 232 212 204 180 164 -100.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 263 227 206 204 176 161 -100.0 07 0.94 1.12 1 1 085 0.85 -1.4 -1.4 0.18 0.18 30 263 222 204 204 172 156 -100.0 0.7 0.98 1.16 35 258 219 202 200 170 156 -1 DO-0 0.73 1,01 1.1s 1 0.65 -1.4 0.18 4�0 253 216 199 190 167 154 -100.0 0.76 1.04 1 zz 1 1 0.85 0.&5 -1.4 -1 a 0.18 0.18 q5 248 213 197 192 165 153 -100.0 0.765 1.065 1245 50 245 211 495 189 163 151 -100.0 0.01 1.09 t27 1 mas -1.4 0,16 55 242 209 194 1B7 162 150 -100 0 0.83 1 11 1.29 1 1 0.85 0-85 -1.4 -1.4 0.18 018 60 239 207 192 lay 160 149 -100 0 0.65 1.13 1.31 100 198 175 164 153 136 127 -100 0 0.99 1 26 143 1 h>60 1 085 -1 6 0.18 Artisan® Lap Siding 5/8 825 Blind:8d siding nail 0.092" X 0.225" X 2_5„ Face: 16 ga. finish nail 0.0625'. x 2 5" Blind + face nail 2X4 Wood SPF 16 0-15 180 163 148 139 126 115 -46.7 07 055 1.03 ih560 1 085 -1 a 0 18 20 180 159 145 139 123 112 46.7 0,7 0.0 1.06 1 0.85 -1.4-1 0.18 25 l80 155 142 139 120 110 -46 7 0.7 094 1.12 1 1 085 0 as -1 4 -1.4 018 018 30 180 152 140 139 118 108 -46.7 07 0.98 1.16 35 176 150 138 136 116 107 •40.7 0.73 1.01 1.19 1 015 1.4 0.18 40 173 148 136 134 114 105 -46.7 0.76 1.04 1.22 1 005, -1.4 0.18 45 170 146 135 132 113 104 -46.7 0.785 1.065 1.245 1 1 0.85 it -1.4 •1.4 0.18 0.111 60 167 144 134 129 112 103 467 0.61 1.09 1.27 55 165 143 132 128 111 103 46.7 0.63 1.11 1.29 1 1 0.65 0.85 AA -1.4 0.18 0.18 60 103 142 131 126 110 102 -46 7 0.85 1.13 1.31 100 1 135 120 112 105 93 87 1 467 0.99 126 1.43 ih>60 1 0.85 -1.8 0.10 Artisan® Lap Siding 5/8 725 Blind:8d siding nail 0.092" X 0.225" X 2,5" Face: 16 ga. finish nail 0.0625" x 2 5" Blind + face nail 2X4 Wood SPF 16 0.15 201 183 166 156 141 129 1 -56.5 0.7 0.85 1.03 ih560 1 0.85 -1.41 0.18 20 201 178 162 158 137 126 -505 07 0.9 1.08 1 1 0.85 0.85 -1.4 -1.4 0,18 0.18 25 201 174 159 156 135 123 -58.5 0.7 0.94 1.12 30 201 170 158 155 132 121 -58.5 0.7 0.98 1.16 S 1 0.85 0.85 -1.4 -1.4 0,18 0.18 35 197 lea 154 153 130 120 -58 5 0.73 1 01 1.19 40 19.3 165 152 150 128 118 -56.5 0.76 1.04 i.22 1 1 0.95 0.85 -1.4 -1.4 0.16 0.18 45 190 163 161 147 128 117 -58.5 0.705 1-0651 1,245 50 1117 161 149 145 126 116 -58.5 0.81 1.09 127 1 1 085 065 -1.4 -1.4 0.18 0.18 55 185 160 148 143 124 115 -58.5 0.83 1.11 129 60 183 168 147 141 123 1 114 1 -58 5 0,55 1,13 1,31 1 9,85 -1.4 0,18 111D 151 134 126 117 104 97 -58 5 0.99 1.26 143 Ih>60 1 0.85 -1.8 1 0.18 Artisan® Lap Siding 5I8 5.25 Blind:8d siding nail 0.092"X 0.225" X Fa ce: 16 ce: ga. finish nail0.0625" x25" Blind ai face nail :2X4 Wood SPF 16 0.15 263 2,39 217 204 185 168 -100.0 0.7 0.85 1.03 Ih560 1 0.85 -1.4 0.18 20 263 232 212 204 180 164 A00.0 0.7 09 10e s 1 0.86 0.85 -1.4 -1.4 0.18 0.18 25 263 227 208 204 176 161 -1000 0.7 0.94 1.12 30 263 222 204 204 172 158 -10.0 0.7 0.08 lie 1 t 0.85 085 -1.4 -1.4 0.18 0.16 35 258 219 202 200 170 156 -100 0 0.73 1.01 1.19 40 253 216 199 196 167 154 -110 0 0.76 1.04 122 1 0.85 -1.4 0.18 45 249 213 197 192 165 153 .110 03M 1.1165 1245, 1 1 OAS 0.85 -1.4 -1.4 0.18 018 245 211 195 189 163 151 -100.0 0.81 1.09 1.27 R"" 1 242 209 194 187 162 15o -100.0 0.83 1,11 1,29 1 Des -1,a 0.18 239 20 192 185 16 140 -f00.o 0:85 1.10 1,Si 1 O,a5 -1,4 0.16 198 175 1 164 1 153 136 1 127 1 -100.0 6,99 1.26 1 1,43 Ih>60 1 1 085 -1.8 10,16 i. zio ews Gna11 penetrate tno metal i[EmHlg a[ least [[free Iun tare ads. 2. Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10' (2-12 roof slope). 4. Vun= ultimate design wind speed 5. V, = nominal design wind speed 6. Linear interpolation of building height (< 60 ft) and wind speed is permitted 7. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: Kr=1, Kd=0.85, GCp -1.4 (h560), GCo -1 8 (h>60), GCp,--O 18 1 ��►l1rrr'�rr LIMITATIONS OF USE: In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06