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Home My WebLink AboutEVALUATION PAPERWORK FROM RONALD OGAWAJAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@Jameshardie,mm EVALUATION SU13JECT Artisan(l, Lap Siding; Artisan® Siding with Look Joint System RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET 0443 HUNTINGTON BEACH, CA 92649 714-292-2602 714908-1815 FAX PROJECT: RIO-2707-17 SCANNED BY St. Lucie County James Handle Product Thad. Names Covered In this avaivatlon: Aniselle Lap Siding', Artisan® Shfing with Lack Joint System (including five planes, Anisaryl]) Bavol Channel Siding,Arleal Cove Siding, Arlisaras Square Channel Siding, ANsan® Shiplap Siding, Amsemb V- Crows Siding, EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 Intemagonai Building Casetg EVALUATION PURPOSE: This analysis is to determine the alowbie design loads to be resisted by assemblies of Artisan Lap Siding and Artisan Siding Will Lock Joint System fastened to ASTM C90 Consists Masonry Units (CMU). REFERENCE REPORTS: 1. mahlek Report30W913 (ASTM C1186) Material propedies Artisan sidings. 2. Applied Research Laboratories of South Honda, Report 2W78-UD1 (ASTM n1761) Pull out testing ET&FNet(ET&F No.ASM-144-0100, headdia,=0,33im. shankdis.= 0,144 in., length =1254n. long). 3. Inlertek Report 3096000 (ASMT D1T61) Nit outlesgng EW 81ock Nail (ET B F No. ASM-144125; heed dial=0,30 In., shank dia,= 0,14 iM, length =12 111. long) and Max USA Corp Block Nail (CP-C 832 W7- ICC, head dia, = 0.30lM, shank die. = 0.145In., length =1,25 iM) 4. Intedsk Report 31176554001 (ASTM E488) Pull out testing on Jaaeo AembNlhN Poweryin Net (5323HP, head die. = 0.3a IN. shank die = 4144 kv, length, 1251n.), Aemmvth Nelson nal (5503HP, head dia. _ 0.30 in., Shank did, =0.144 in.,length, 2.OIM), and ETBF Block Nail(ET8 F No. ASMA1 125P, head da.=430 in., shank ad. =0.14 in.,length=1:25a long) k Inlertek Report 101135679 COO-001A, Faslenn- W hImawal test on JAACO block hall (NP145S, head dia. = 0.30In. shank dia = 0,145 m, length, 125 in.) and EiBF 81ork Nail {ET 8 F No. ASM-144.0125P, head dia..- 0.30 in„ shank dia = 4f 4 in, Iw1gth = L254n. long) 6. intertek Report 3097159000-009 (ASTM E330iTmnsvase Lead Test on 918" thic, by 5-Wand 8414' wide Artisan Lap Sidings Insisted on steal studs space at 16 and 24 inches on amerwiih and screws. 7. Inlertek Repot 3708501-303-44-R1(ASTM E330) Transverse Lead Test on 518' ppsk by 14114-wide Anaan Bevel Channel Sidings instilled on wood studs divides WIG inches on c n[erwilh blind nailed 8d siding nails S. Intedak Report 102417932C00-001A (ASTM E330) Transverse Load Test on W INrk by 10.114"vride Beveled Shiplap Arth an Sidings instilled on wood studs apace in 16 inrhea on center wth face nailed Bd ring shank aide nails RONALD I, OGAWAASSOCIATES, INC. 16835 ALGONQUIN STREET9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-906-1816 FAX PROJECT: RIO-2707-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info jameshardle.com TEST RESULTS: Table 1, Results of Trane nuee Load Tosllna on Aileen Lars Sdinmand Artisan Sheen v[Ih I nak.kdnt Rvelnrai Al Is 13 p' � E` � IT ~ G F u LL W IL 7 o -1 W F d LL LL a 309]158C00- 2x42p No.ex1-WIongx0.323' Artisan lap Siding' cog' Intertek 0.563 a25 ga steel 16 7 blind suety to stud head diameter fibbed bugle -160 -53.3 0.778 41.5 Head screw 3097158C00- 2x4 20 No.8 IF 1-SIB' long x 0.323• Artisan Lap Siding' 609. Intertek 0.553 5.25 go. steel 18 4 blind screw to stud head dlametar nbbed bugle 4!35 -]6] 0.444 35.0 _ I 1 _ head screw, 3097158COQ- 20 20 Na. 8 x 1-5W long IF 0,323" Artisan Lap Siding' cogs Inlertak 0.563 8.25 ga. steal 24 7 blindscrewtostud head diameter fibbed bugle -125 41.7 1.167 48.6 head screw 309]158C00- 2x4 20 No. 8 IF U516" long x 0.323• Artisan Lap Siding' 009' Intones 0.563 525 go, steal 24 4 .. blind screw to stud head diameter fibbed bugle .233 .77.7 0,667 .51.8 head screw Artisan Bevel ChetmelSWing' G7085.01-303- ImaRek 0.825 1025 2X4 wood 16 9 b'.Ind nail to stud 6d siding, 419.3 -298 1.000 -29.8 44R1• SPF 6092"x0226•Y20" 102477932CO 2X4 wood Bd nag shank siding nail, Beveled Shlplap Amsan Siding Q-0 IA- IntanaIF 0.625 10.25 FL 1s 9.1n fees nail to stud 0,092"shank X 0222"HoX -269.5 419.8 Loco A9.8 1 25• L awe gn IS 1homfirs Lane Funded by a Of revernI. 2. Artisan Lap Siding and Artisan Siding with Lorh.loint System wmplies win ASTM CIl W, Slanderd SpechIcalion for Greda If. W A Abn-asbestos Fiber-Cemanl Fiat Sflaets, 3. Tests in Report number .3097158000-009 were on product with thickness orW16Inch. The loads are applicable to, 518• thick product as long as fasiener withdrawal asp oily is verged 4. Tests In mparts G7118Cx01-303 -R1 and 102477WXOlA wore perfoaned an Artisan Bevel Channel (original name Beveled 3hiplap) strings, The results am applicable t0 Other four profiles: V-Groove, Cave, Shiplep, Square Channel, since they have very similar design and Bevel Channel has the least amounl of material, 5- Teals In report I U4779320004101A were performed on sidings win 9.125" exposure (111Oargo). The result Is applicable to sidings with V exposure (1.26" gongs) since We more conwrvalive. STp(E Ut ,i FLOR�9.1'�''~t;� /1 SIOPIA�C,I'�fl L I RONALD I. OGAINAASSOCIATES. INC. 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH, CA 91 714-292-2602 7149084815 FAX PROJECT. RIO-2707-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infa@ja adhillardie.com The nail withdrawal cer adly of the block nails in Table 2A were reported by Appose Research Laboratories (29278-UDI) and madek (309 13117855 001. and 10113W79COQ-001A). The minimum average failure load was T2.n ea ,^n=with embetlment MW ASTM C90 tllarX of between 3W intll and 1 Intli, The individual fastener batls in Table 1 mnge from 35A M 89.8 pounds,Therefore, w9lhdrawal is not a concern 8mn semorete masonry units meeting ASTM C90. Table 2A. Tested VAthdmwal Results ManufacMer Stock Nail SpedficaUon TWAReport _ 29278-UD1 3096000 I 31178554Y01 1 101135079 CQQ 001A Assume,idtM4119 Milbdraval load 0h0 ET&F Fa;te SMMa ET&F.No, ASM-144D125P bead dla= 0.30 in, shrink dla.=0,144M.1e tb=1251n. 725. 163 1113 Max Usa Co CP- 832 VJ7-ICC Mad tlia.=0.301h.-'she as,=0345 is fan =1.25 in. Aeroamim Fastenun 5323HP need tlia.=0.30 M. shank tlia:=0.1.en- Ian th 1.2 m. - c - 1185 Asosml Festarinn 59p3HP nand die= 0.30 MTSII3nK dla.-= 0144 M Dennis, 2.0 M, - -- _ - - - _• - -- --- 1169 - ..eaco a m "NP145S-heatl diaa0.30 in, stank tla:= 0,145 dn'Ianlh,:1:25 in. -. - .__. 1057 For the two configundiore listed M Table 1 on Andean Siding wim Look Joint System, since the blood nail (0,144" x 1L3DD°) has a larger head bearing area Man" tested siding nail (0.092" x 0225") as shown in Table 28. the fastener poll-Mmugh oapedH is note soncem- Thus, we can substitute the block nails dead in Table 2A for0ie aiding nails and relaM Me dome allowable design leads. in ortlerto maintain the minimum embedment depth of W4laid. the block nails shalt have a minimum Mail of LS inches. For blind screw configumeons on Artisan lap swing, the block red bearing area under the fastener heed is less than the M8 X 0.323 man head diameter bugle head screw Therefore M order rouse the block nails in Table 2A as a substrate for the 98 screw the fastener bads need to be sajusted to accommodate the block mops smaller bearing area. Based an report 3D97158C00-009, Me system with lowest tested fastener load is Me 5,25" wida Artisan Lap aiding installed an surds at 16 hads on canter where the freemmr toad was 35 andfastaner, whits with be used to calculate me allowable design lead far the beck nail based on the ratio bl net bearing areas, as shown in Table 2B, Table 28:I maim mRead Bead.Ales L AheaA lase. obese Annsl Fastener Shank Diameter Shank Area Head Diameter Head Area Net Bearing Area (IiL) (in) Gnl (in°) (10 block nail, head tlia;= 0.30 hi -- shank rile. = 0.1441n. 0.144 00163 0.300 0.0707 0.0a44 Bid or 80 siding red, 0.092" shank measurer x 0.225" bead diameter 0.092 000a8 B. OX398 0.0331 No. 8 x 0.323" head diameter ebbed bugle head screw g 164t 0.0211 0,3q 0.0818 0.0608 From Table 2B the bearing area forthe No, 8 X 1u'!e° long X 0,32W tread diameter ribbed bugle head screw, is 0.0608 sqm and Ore bearing area forthe pock nail is 0,0544 sets, From Table 1, the taxes[ tested fastener load far the No, 8 X 1-5/9" long X 0.323" head diameter ebbed bugle head screws; 35 lbstasterson We ratio the featenorload according to ere mile reforesting area under Ste fastener head to Table SC: Table 2C 1 nor Sent" Net Bearing Area her) Faradmr Land(ibffamms) No. 8 k 0;323" heatl diameter triceps 35,0 [robed bu 1e head screw. Block nail, 0.144" shank diameter 0.05" 31.3 x0300" head diameter The block net allowable fastener load (with safely fador3 app)ied) is 31.3 0HaoMner this fastener load will be used with Equation 8 below to populate Table 7 harmless Lap side blind nailing solutions,Tomaintain a minimum illd emb0dmem unto CMU block, Me minimum Mork fassmarlength of 1,5" will banded, For Artisan Siding with Lod, John System, allowable fasterrerlaatls 0129.8 Millstream farblindnailingand89.91b.Rastenerforfaoanalkngwillbeusedtopopulate Table7.Theminhnumblacknaillengthdf125"tar bend nail and L5" forbade will be used in oldster maintain the minimum embedmanl depth of 3W. RONALD I, OGAWAASSOCIATES, INC. 16835 ALGONQUIN STREET R443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-908-1815 FAX PROJECT. RIO-2707-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-642-7343 info@jameshardlacom DESIGN WIND LOAD PROCEDURES: Fiber -cement siring hansverso Ian rapacity (wind lead capacity) is determined via compliance testing to transverse load national test standards. Via the tmne come, load lading an allowatde design load Is determined based on a fader of safety a applied 0 the ultimate test toed Equation 1, q,(00256'K; K,' VV 1ref. ASCE 7q0 equation 30.&1) q, , vHodty pmssure el height 2 K, , vNncily pressure exposure oaetfldent suzlusted M bright z K. f topogmpNcisctor Ka wind dtredienaldy factor V basic wind speed(3-second gust MPH) as determined from 12015IBC. 2017 FBCI Figures 1609.3(1),1609.3(2), or 1609.3(3); ASCE 7-10 Figures 26.5-1A, 8, orC Equation 2, V'Vw /ref. 2015 MC 8 2017FBC Section 1602.1 cramilions) Vw , ultimate design wind Spans (3-sown gust MPH) determined from 1201518C, 2017 FBCI Figures 1fi0g3(1), 1609 3(2), or 1609,3(3); ASCE 7.10 Figures 26.5AA, B, of Equation 3, p=q[(G(;.GCp) (ref. ASCE 7-10 equation 30.6-1) GCp, product of external possum weffi lent an guste8ect(odor GC, , product of internal pressure coefficient and gust-e8ed factor p ,tlesign pressure mrsidmg (agowabie tlesign load for siding), par To determine design pressum, subsfiNle q, into Equation 3, Equation 4, p=(i.00256'K,'VV,'Vyx'(GC,-GCJ AYowable Stress Design, ASCE 7-10 Section 2.4.1. load combination 7. EquMi.n 6, 0,60 s 0.6W (ref. ASCE 770 sed'ion 2.4. 1, load combination 7) D dead load W , wind load (lead due to ve" pressure) To consomme the Anvwable Stmss Design Fressum, notify free load 180011nr W(wir eg emen Equation 4 to p (design pressure) determined prom equation 4 Equation 6, Pay=WIN Equation 7, Pm=46'(0,00256-K;K,i'Ks'Vs"(GC,GQ)I M solve Equation 8 to determine block n6illastenarspatlng par HazdiePtankagapbed fo ASTM 090 CMU block wallsaf vacuum mand speeds we solve. Table 7fastenerspa ng is bawdon Equation g Equation FS.a FLru'(144/(P. -PW) FS� ,block nail fasienarapaong [o resistwind speeQ indms FLss , block nail silo fadoner bad, coons WrV ,plank width p expose to weaYer, incites JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info jemeshardie.com Table 3; CAeRlcli.M. and Constant. used In Detetmining V and 0 RONALD I. OGAWAASSOCIATES, INC. 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-908-1815 FAX PROJECT: RIO-2707-17 -. NAa Zme5 Haight n) EXD B C Ers 0. _, .- _G - GC. 0-15 0.7 0.85 1.03 h560 1 0'" -1A 0.18 20 d,7 0,9 i.OB 1 0. -1.4 0,18 25 0.7 094 1.12 1 086 -1.4 0.18-- _ 30 _ - 0.2 098 1.18 1 - 9.85= - -1:4 - 0.18- 35 -- ... -073 1.01 r t19 a 0.85 -IA -.. 0.18 40 0.78_ 1.04 _ _ 1.22 1 085 7.4 -.0.16 45 _ 0.785 1.055 .1.245:. 1 085 -IA 0AS 60 0.81 1.09 1.27 1 0.66 •1.4 'Olf, 'So - - - 0.83' t:n h29 9 - 0.85 -1';4 60 - -- 085 1.13 1.31 1 U85 -14 ^'0AS 10 0; a -t, fA3...r b�BD" . q Q85 -t. 'A18:_. Table 4. Allowable Sires Design - Component and Cladding (CSC) Pressures (PSF) to be Resisted at Vadous Wind Speeds- Wind Exposure Category 8, Wind Speed 3se222d st 100 1 -105 110-' 115 120 -- 130 140 . 150 160 170 160 190 20(1 210 Hsi mfb) a I-.8-- B e - 8 - -;8._- -_. -0, e- - -B: 6"-.. '8 ' -O R_ D15 _- _44.4 -15-9 -17.5 -19.1 20.8 -244 283 .-325 _3T.9: -01. -. 488 52.1 S7A $3.T 20 -14.4 d5.9 1-76- -191- -20. -244 28.3 726 .- 370 47J 46.8- -52.1 -57.8 $.7 25 AAA + 45.8. -17.5- -19:/ 20.8 -24:4 -28$ 325 3A9 41.7 48.8 -521 57.6 .63.7 -144 - 55.9 - 155 - : -19:1 -2n S 424A -20.3 525 37tl -41.7 dO8 521 --57.8 1 35 - -15:1 q8.6 7183 -2G4 --" "'"295 --319 365 - -4B.5 468 'S4.4 542 55.4 40 -16:7 - .17.3 --10.0" -20:7 -22.8 -2 30.7 553 4011 453. - :8' '58.8 -52:7 59-1 45 -_. _- 1112 .: __. -tZ9 -19.8- -21A -2 .3" 4T:4 - 31• -. -'564- - d A- 4 A: :53:5 -584 •$4.6 -71A 80 -167. -18.4 70.2. 42 1-. -24.4- -28.2. 327' - JL5 .2.8_ -08.3 54:1 -N'3 Aiag -n7 -55 NTA' -189 =202 -228 -24.7-28.9- -318 38. C3.6 4.6 '$:888A '75'S SO -17. -i -2 : 3 -6 4. -04.9 ,3 100 -25.6 -282 - 31.0 33:8. 5.9 -013 -50.2 .Q ,.g5.5 4AA" 412.9 -824 -iA'. -1t29 Table.5, Allowable Stress Design -Component and Cladding (CSC) Pressures (PSFf to be Resisted at Vadous Wind Speeds -Wind Exi osum Calemim C. Wind Speed f3-secdnd oustil 100 ' 105 110 : 115 120 130. AO 160 160. 170 180 190 - 20D 210 Heim C_. -- 'C- _- C - C ..' .. G--, C- _- _ C r. .C. -C C C 0-15 -17:5. -19.3 -21.2 - -232... -25,2 --.29.6 d4.4 7 -395: 449 -50f 56.8 `-613_ .70.1 -77,3 2D -18.6 -20.5 722:5 _ a 44A'. ;26: - T4 4 d18 715. 533 5g2 47.0 - 4.3 $1.9 25 49.4 -21.4 -235 -25.6 -9A -32.8 38 -43J) 490 56-0 $28 70.0 -77.6 05 A0. •202 -Y13 =24A- -2 - -28.7 "-29.1 - 2 39.6. -45.5 -61.8- - 584" -$5.8 -]3.0 -4W.8 -$9.2 35 40.8 ::-230 -' 47.0 :: -052. - -008' - 46 -76.2 '$3.3 .91.0 40 -21.5 -23.7 -260 : =28.4 - -30, " 383 -020 -.49.3 -.. V9. : 20 : $95- -77-4 -59.8 -94.6 '46 -.22A- -24.2: -268 -29.1 -31-5 3711 41Y 49A _- --562 53 - _.-71.2_ -79.3 57.9 -959 50 -225 -=.a -272 49.7 -32A -VD-. 741 368' - 57:6 $SA.. •72g W2 b9.9 -992 55 •22.9 -252 -277 303 - .0 38.7 -44.9 ' " 51.5 58.6 $6.2 - 44.2 - -:Er $1.6 -101.0 d . - - 8.2 ro .8 -33,6 J9.4 4 9, 414 -1 2.5 ..- log 32.8 -M.9 4&4 431.- .9' .- i0 4i1fl - 4i3. -SAa - -1 ]A •i S- -143.8 Table 6, Allowable States Design -Component and Cladding (CSC) Pressures IPSFI to be Resisted at Vadous Wnn snaadn -wend P-... m nfemwo n Wric Spxim 3-secmf0 100 105, 110 -11 q20 130 140 AN; 180 170 IN 190" 00" - 210 RAI M .-0 9 - 0. ' 0 0' 0': 0- D 0. 0' 0 0 O.15 - -21:2: -MA 4!91- 3Q@@ 352 -41.6• 47A - 54.4 S A' 484 '-7&T $50 .93.7 --24.8 IF.O +205'.. -32:. - S --__ -01T -., ,-501- -� .Q - - -844. ' -721. .A 591 4 2 3 8.- 333 39.0. -453' 520. 5 A $6.9. .749 9 A 4t2A .101.9 W -21 28,4 310. 34:5 :d0.4 --To -0 3 8 -Si3 -fig. -7h5 4 :7 -1 35. -2AS -2T:1. 49: aiZ: •36.3: -0TS. •48:1- -552 $28 -7919. -79.5 98.0 A82 -1003 40 -252- -2t:7 30.5 -333- 3&2: .42;5 49.3 SeA -AiIA -T27- $1:6 790.9 -100.7 -.1110 AS --45.7-' -28a 51;1- .ibtl-' 11:: -014 50.9+ :47,8- -55.7 -T42. -832 --92A AO2.7' 41 . _50. -26.2 -28937:T b13 %58.9 7:1"" - 5,T 414.9 .8 -104.0 -1155 55 - 522= •35T - - A 4SQ. _-.. S 2p : _ -.59.9 -.. -Bea -- '-78.9 41&2 -98.1 -100.4: -TV -298 _J ...:d . ' 3 O e -18,11 $ ,6. - A -108: •i IN Tablas 4, 5, and 6 are based on ASCE 7-10 and cunsistom Wth the 2016 WC. 20151RC and bne 2017 Rodda Building Code, RONALD I. CGAWAASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-908.1815 FAX PROJECT: RID-2707-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888542-7343 In1oQjameshardie.com Table 7, Maximum Fastener Spacing (Inch) when Nailed to ASTM C90 CMU Walls Allowable Block Nail Fastener Loads Used In the Calmialions{Iblfastener). -"` Artisan Lap Siding blintl nailed! 31.3 ems. Artisan Sidin with Loch Joint System blind named .29.8 T '• j(Q�e�O ' Artisan Sidingwith Loch Joint System fete named - -89-B 10 ,75 FLO "\OP IE 20151BC, 2017 FBC �Or•••••I�••••••• ~� Ultimate Design rn •:•FS�ION 0,0010 g ^' Blind Nail Artisan La Siding NMdlh Artisan Siding with Lock Joint wNfl Wind, Speed, _ P 9(in-)' System u to 1 D.25"wid V, 0 5.25 7.25 8.25 ,Blind Nails Face Naeff a4PirY34P13YB04 In T310 B cniWatnns WV,( (3-second gush Woo Exposure Category _ K, m h m 8 C D 8 C D B C 'D B C D B- C D em B. 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OGAWAASSOCIATES, INC. 16835 ALGONQUIN STREET N443 HUNTINGTON BEACH, CA 92849 714-292-2602 714-908-1815 FAX PROJECT: RIO-2707-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com ANsan La •Sidin blind nagetl `-31.3 Artisan Sidingw]fin Lork JoinT lem bll naffed . -29.8 Artisan Siding with Lock Joint System face nailed - 439.8. Ultimate Design Wind, Speed, V. {- L .v x 20151BC, 201T FBC Coaffici used In Tame B cel ficsb, V. Blind NailAHisan Lap Siding Wdth (n.) 1 Artisan Siding with Lack Joint System up to 70.25" wide 5.25 7.25 _ 8.25 .BlicINallaI Face Nail (3-second gust m h) - --- - - --- Wind Exposure Ca B I C I D I B C D B- C-i D- B C- I D I B I'C -D- :Faye ExoC Faro K. Kd GC. GC, V,. 0-15 #### MM MM MM #"# MM ##" MM MM MM MM MM 24 MM R#Yd o.7 085 1.03 h�0 1 085 -14 0.18 IN 20 - MM #### #### #11#R #### law CR## M## MM #M #= #### 24 90M" #04 0.7 as 1.08 1 0.85 --1A 0,18 IN 25. #1W MM MM M## #### am 04# #uM MM #### MM MM 24 #### #### 0.7 - ew 1.12 1 085 -1.4 0.18 190 30 MM MM MM MM MM MM MM #M# #1!## 7M#1 MM MM 24 I#H7# RM# ' 0.7 098 1.10 1 0-65 -14 0.18 IN 35 MM #fW# #t#7# #### MM # M MM ##M #M# #M# #MR MM 24 M## MM on 1.01 1119 1 0.85 -IA 0.18 IN 100 40 MM MM MM MM ##M MM MM b##0 #### #### 4 MM 24 #W MM 0.76 1.04 122 1 0.85 -1A 0.18 IN 45 #M# MM MM MM MM #1M MM #M# MM MM #= MM 24 MM 9W 0.7e5 1.W5 1245 1 085 -1A oIB 190 50 MM MM M## MM #M# MM eM# ##M RC#N #### MM MM am #M# MM 0.81 1.09 127 1 0.85 -1A bin 160 55 #R}#f MM M## MM MM MM MM MM MM #M# MM #0s MM MM MM 0.83 Lit I 1 Dias -1.4 0.18 IN 60 MM N#A1` #### #### MM MM MM #.9## ###!{ #M# 0#40 MM MM #M# MM .OE5 1.13 1.31 1- OAS -1A 0.18 10 100 #### #### MM MM MM MM aw ww MM MM MM - 0#0 MM MM 0.99 1.26 1.43 h+60 1 0.85 -19. 0,18 IN 0.15 ##R# MM MM MM MM Om MM #N# MM #### #### #M# 24_ M#Ir Am . OS _ U85 1.03- hYe 1 O85 -14 U.18 20U 20' #MM M## MM 11 MM MM MM MR# MM #M# MM MM 24 MM #W or Oa 1.08 1 065 -IA 0.18 2W OW -MM ARM #w MM ##8# MM #M# eM# #### OM #44# 24 MM MM 0.7 aM 1.12' 1 0.05 -1A 018 200 30 #### MM MM ##4Ni MM #M# MM #### ##4# MM MM MM 24 AM MM 0.7 - &B8 1.16 1 0.85 -1A 0.18 2W 35 ##1#F MM MM MM MM ##M MM MM MM ##M MM MM MM #### $### 073 . 1.01 ' 1.19 1 005 --lA 0.10 2W 200 40 1:�1t M## MM #M# 9"A #### MM #= #### MM #I##1 ##M M#A MM MM 078. 1.04 122 1 085 -14 0.18 NO 45 MM # M 4444 MM MM MM MM #BM ##M MM # M MM #m #M# 11### -0.785 1.W5' 1.245 1 0.65 -1A 0.19 No 50 MM am #R#tl MM M#11 MM #M# #M# MM MM N1lllll M## MM MM #### 0.81- -1.09 127 1 0.85 -1A OJO 200 55 #M# MM MM MM MM MM MM f&#$ W{## MM Ale## MM MM #### W##{ 0.83 1'M 1.29 1 065 .1.4 0,18 No 80 #### MM MM #Ylf# "Al 44aM MM #= MM no W# M## MM MM MM _ 085 113 . 1.31 . 1 OM -1.4 0.10 200 too M## MM #### il### B!1{!# MM MM 7fM# #M# MM #### 4MI#W#I 099 1 1.26 1.43 Na0 -1 0.85 .1.8 0.18 200 0-15 MM WXt# ###9 #M# M17# MM #A#W # ## MM um MM M## MM om ##M 07 - 0.85 1.03 hdW 1 O05 -1.4 0.18 210 20 MM Na" I11mMI MM MM MM MM #M# #M# MM MM MM MM MM #M# az o9 1T 71 0.85 AA 0.10 21B 25 MM MM1 0=11 9= e#M MM WM# #M# M## mm MM MM MM #M #= 0.7 094 1.12. i 0a5 -14 0.18 210 30 MM MM MM MM #M# MM MM R#tF# #JtY# MM MM om #### #M# MM 0.] O.BB 1.te . V 085 -IA 0.18 210 35 MM MM ###!t MM MM MM ##M # M #M# MM #M# MM MM MM MM 0.]3 1.01 4.19 1: -OW -1.4 0.18 210 210 40 MM il### MM AR#p #M# MM MM # # ##"#MJN MM MM eM# #!M# MM Us - I 1.22 1 0.85 -1A 0.18 210 45 ##iM #RM MM A7np1 MM #NM MM B### MM MM iYMI MM MM MM MM -0.785- IM5 U45 1 0.85 -1.4 0.18 210 50 MM MM ##" MYNI om #### MM 99" MM -##1 #M#'MM "a #= #M# 0.81 1.09 1.27 .1 OAS -1A- OAS 210 55. it#M MM MM ###M M1M #pM MM om MM M## MM ##" W# MM MM 003 1.11 1.28 i 085 -IA 0.18 210 60 MM ###R MM MM MM MM MM ##M MM #M# MM MM MM #eW ##fl# 0.85. 1.13 1.31 1 025 4.4 0-18 210 100 #R#lk # s MM # M ffN#k MM #MR #### M## _ MM ##M ##M 0." 1.26 1.43 h160 1 0.85 -1.8 0.18 210 NotOsto Table: - 1. Block nails shall be: ET&F Fastening Systems [ET & F No. ASM-144-0150, head dia. - 0.30 in., shank die. -0,144 In., length -1,50 in.). Max Use Corp ICP-C838 W7-ICC. head dia. = 0.30 in., shank dia.= 0.145 in., length =1.50 In.), or Aerosmith Fastening [5383P, head dia. = 0.30 In., shank dia. = 0.144 in., length, 1.50 in,] Jaaco Nail Pro [NP145S, head dia, = 0.30In., shank dia, = D.145 In., length, 1.50 in.] 2. Black nails shall be: ET&F Fastening Systems [ET & F No. ASM-144-0125, head dia. = 0.30 in., shank dia. = 0.144In., length = 1.25 in.], Max Use Corp ICP-C8321h77-ICC, head dia. = 0.30 in., shank dia. = 0.145 in., length =1.25 in.], or Aernsmilh Fastening [5323P, head dia. = 0.30 in., shank dia. = 0.144 in., length, 1.25 in.) Jaaco Nail Pro INP145S, head dia, = 0.30 In,, shank dia, - 0.145 in._, length, 1.25 in.] 3. Vu= ultimate design wind speed 4. Building height = mean mot height (in feet) of a building, except that save height shag be used for roof angle B less than or equal to to- 12-12 root slope), 5. Interpolation to address building height is 60 #) and other HamiePlank width is permitted. 6. 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