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HomeMy WebLinkAboutEVALUATION REPORTI1 'ERD `J TRINITY i EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 (610)651-5847 SCANNED BY St. Lucie County EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report 3532.09.05-R13 FL5444-R12 Date of issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code orl a u Ffi`Lo$€S' olume. The products described herein have been evaluated for compliance with th 6`h Edition (2017) Florida Building Code ections noted herein. Asphalt Roof LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation. Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facalm0e seal appearing was authorized by Robert Nieminen, P.E. on 0/0512017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. b r TRINITY; ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition (2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL(TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL [TST 1740) ASTM D3161 04CA32986 12/03/2004- UL(TST 1740) ASTM D3161 05NK07049 04/15/2005, UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1140) ASTM D7158 05NK08037 06/28/2006. UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009. UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 -& D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC(TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9528) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC(TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3S32.09.05-R13 CeMfimte ClAuthorizoflon 49503 6'nEDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/OS/2017 Page 2 of 12 TRINITY; ERD 4. PRODUCT DESCRIPTION: 4.1 CT20', XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle'a, Landmark`", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, LandmarkTM Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras^', Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar CrestTM, Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials r,;bx-o<,D�ireeccttry for fire ratings of this product. I. .4 WindCla9cation: • 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to �M D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (Vult = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d = 150 mph (V„h =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential5olaris-1 exceeds the calculated uplift force (FT) at a maximum design wind speed of Va,d = 150 mph (V Ir = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. _ Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1113 Certificate ofAuthorirotion N9503 6'e EntHON (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 3 of 12 STEEP SLOPE Use sh nails and four spots of asphah roofing cement for every kill laminate sin e. teWe. liel me Asp to it rool iItg cement s mu meet AS7h1 D4586 Type U. Apply I' spots of asphalt roofing cement trade each corner and atahoul 12' to 13' 1n from each edge. METRIC DIMENSIONS (305 mm) ) (375 mm) 1 (305 mm) (25 mm) i-- (25 mm; TRINITY!ERD LANDMARK TL 13112" 131. - 13V2" (343 mm) (330 mm) (343 mm) 1"(25 mni) 1125 mn1)� I I _I (251mm) I� -- (25mm) Roofing Cement Figure 13-5.. Use sir nails andfourspots of asphdt mofttrgcourml on steepslojxa STEEP 124 14-3f4' 12' Nailing areas for steep slopes (greater than 21:12) and "StomrNalling" Nail between lower 2 nal Ines as shown above. 6.8.1 Hip & Ridge for Landmarkr". Landmark'" IR. Landmark•" Pro, Landmark'" Premium, Landmark'" TL, Landmark'"" Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge"' or NothGate Accessory 17- 97(s' I•—(315mm) RSomm) I (1Semm) Cemenng IT UEZ.1 —1 Scam)I ro 7. inus (eore EhglishOimension Shadow Ridge"' r( 41571E 415116' 125mm) Maim) Noutor Genteemenng 131/4' \� (337mmj Notches forAlignment to 8. the Top Edge of the Prevlous 7 r Capfor55R'(Airnm) Etpasure (1� LMetric Dimension Shadow Ridge"' Exterior Research and Design, LLC certificate of Authorization a9503 6'"EDITION (2017)FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-S847 Evaluation Report 3532.09.05-R33 FL5444-R12 Revision 13: 0910S/2017 Page 8 of 22 ! TRINITY `�R� 92MZ --1250 MMI 4 1915' 1125 Mm) 13 118" 333 II T Ctnlemp Notch I— S "sia. (188rnow), (168MM) 13114' (337 mm) —1 N.Nn these / + r T Cantering b roes to iop 13 Va• 1 Notch } Ad of (194 mm} prtriehxWutfe i (337'n Ile \Ali nthese 9 notches top (19i4mm) of of edge previous course. NorthGate Ridge NorthGate Accessory �p5Laying Notch m n) I I 5' (t esura ���..\Ili Figure l3-20� (1s'e l4phlgitofrhs to cs4fershing(es on bips 4nd Atte, and to &,ale I& coned oxixuure. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico PIPIM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar CrestTM, Cedar CrestTM IR hip and ridge shingles. Exterior Research and Design, L-C. Cenificste oJAuthoriaotion 49503 6s" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof shingles; (610) 651.5847 Evaluation Report 3532.09.05-1113 FL5444-R12 Revision 13:09105/2017 Page 9 of 12 • L.J PROJECT RIO-2577-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIErE BRAND FIBER -CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS COVER PAGE EVALUATION SUBJECT EVALUATION SCOPE EVALUATION PURPOSE REFERENCE REPORTS TEST RESULTS TABLE 1, RESUlT5OF1 TABLE 2A THROUGH TA DESIGN WIND'LOADPR TABLE 6, ALLOWABLE SIRE' TABLE 7, ALLOWABLE WIND LIMITATIONSOF USE JAMES HARDIE.BUILDING PRODUCTS, INC. 10901 ELMAVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE 1 op2 SG'Pg`l z ou�� G �UG�6 2 Sk• 3 LOAD TESTING 3 DWABLE DESIGN LOADS BY PLANK WIDTH 4 5 (ANTS USED IN DEE p 5 MT `��73=ff ES EXPOSURE B 6 IY VOz.I., rI[tgJV RCJ ChY�OCtPPL""�' 6 GN C&C PRESSURES EXPOSURE D 6 (MPH) FOR HARDIEPLANK SIDING 7-12 12 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7 - 10, THE 2014 FLORIDA BUILDING CODE, AND - THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD 1. OGAWA & ASSOCIATES, INC. 18835 ALGONQUIN STREET*43 HUNTINGTON BEACH, CA 92649 714=292-2602 714-908-1815 FAX pGAW, -k SZAT. A •• p�� � ••. FLOR��P` \V �o�FSSIONAL ' � HUNTING-1 ON BEACH. CA 92649 71a-292-2602 714-90e-1615 FA% PROJECT. R(D-257'7-15 DAMES MARDIE BUILDING PRODUCTS: INC. '1E28-542-7343 mro-gdamesrwrlie.curn EVALUATION SUBJECT HardlePtenkil) lap Siding James Hardie Pmducl Trade Names covered In this evaluation: HzmrsPiaN@ Lap Sting. CemPlask$ Siting, Preaafl • Lap Sting EVALUATION SCOPE: SCE i-10 201E Florida ausloing Code 2012 hverrledi t Bo4nirlg Codes EVALUATION PURPOSE: nis omPs Is In dgclmaw 410 naaiaeM d0pW 3-1500046gi:1 wuW local to Ge res5ted by an a5simy or 1,aroiinpAank(CemP1ank, P+sad WP= mv,J or n1et31(rammJ xqn rats Y MX`Ma. REFERENCE REPORTS: 1. NlMel, Ren3n 3148104000-002• Ttan;'vorca load tassag on HamiePiank and Haiss;Panei Fib&-Comen: Pants 2. k'b41)f Reoon 10071704SC00.0M. Tomsverae IOM testing on HarfieFlank and HanfieSningla \\\l. \ vusevy �. 1 STAZE � � 'A�p'•,•FLOR\Q.' ,4 • 0 JAMES HARDIE BUILDING PRODUCTS, INC I-BBB-442-7343 info@jamen&hardia.com TEST RESULTS: Table I. Rosulb of Tfanavmali Load T4sting IUU.,O nLVVnVVIM1 O1 M1CC/w HUNTINGTON BEACH. CA 92649 714-292-2802 714.9084015 FAX PROJECT- RIO-2577-15 Repon f =W, 31481046004)02 3148104C00:902 T00717048BOO-00 1007i7"aCOO-003 TesIAqMM foledek Weems TIrzL"ss (fn.1 0:31Z5 0:3125 0.3125 Widthfinl _ 5;26 925 825 8,25 Flame Typr Wandli6, Wi 711S OSS idreai.,. ':Wood2'.k 4'SFF •w(TflW _O$B alieatWV Wood 2'it d-SPF Nd 7116- .OSBshoal" Weed 2-Y4'SPF vdww OSB shaaagn9 Frame Spacbrg (W '12 - 12' 8 .6 Fasl"n- ype '#a waforboad ptr v. 10*90drdyct 5/8'k 0.375-HO mic +' 1 swwoiw HD 4d ring sb'ank`sid'nsg 1.510087X0.21S 4d ring sh2rik 3i6g LS 100x'z 0,21S FadenOr (Mille]) 0.1125 'L025 15. Fastmpq Method Bfindnailedto OSB BtmdnNed.lc OSB 841Wna3etlio OSB Blind naiad 10 OSB lttima;07dad p - 310:4. "133.B - 152 lea Oe:' -Lord "103.5 C61 50.7 ee.0 E00Bisti•TIWN i Ama "33: AM7 0389 e.202 .Fasidlor Load, 2$Iesfefl IsaTadialar) , - U`' 30.8 19:7 103 Adjusted Nltbor-I _I deAriieal limastaoer). W. 35.8 . 35A Nei Fastens( Peneirabs,m (o');:P' - 0.431 0.437 Weoq.Sy'dalyd,Grow.C. -... - C.7D.. 0.70 Nail Shark PLvnetRf(YLS.O._ CJF,q 0.000- Wt1lid ww deslge verse pe[ NOS 2012w £5R-t5S4iIst,.psrkhafion): W Sp.g �q Ca'a.�aiy!az!mpr n:l:Ya+J m.n � mr.�anaasn E v led{ 106f41 Y-0 iXn:IC CQ+.refa]�.O EnB w61 h0 nCE . .._- ,.<y vrraaamam qa mcwrof eafe!y er 3. l u3lank.4kFilg Wmp4ea'Wd, lAS7M C1feB, SfeetCeFd Spsr6iCaEbnlcr_GiaCe li, Type-A:Van-asoes(os irber-Ce.�renf Flat Sneels. -. �vra4vR 4'+7AOc grevily of 0:70 for tMg shank nals htslallea m OSB i8 retntnmeMed by APA TT-009C. Ca;ndnled.Wstm+tir yriltrrlraxd t640 (9 wmpa7udmm M6 tad resWl; end ttR. tw mmo core malm, am vea ha used. csaq Cddek kl ua table, Ne adji'.steE tvBbCra+val design Vapio. W', M talo"ed as ` Wli eetin Where. Co load duration faidw perNDS-2012 Table-2.3.2 for Wtndleaa"uake low = 1.8 IN WMdraWal de!,grl wJua, Mmlal-d per NDS-2012 or ESR-1530. v NsnEYOr app&atpe P = fastenei'0(nbedmWl depth, in. - When rail si=k,' 0; 10.0994m bin s 6.375 &xh ref smooth shank CWS. N0S-2012 eGuaGan ;f 1.2-3) is used'to caY_Idate :rimdraN31 desyl vaae W=1380D Y•dlare. . G = Wood Wti k gravity per Tatile 11.37A (i = aaa she,4 dhmeler, in, When nag slunk, U. is Iei s.11ian0.t239 kItJL or in the Casa 01 ioN151lark na95. Y.0 vAhdra-vat design :allies were c0lainnd I m IMES ESR-1530 TaSe 2. I OOa J NL1a V1xVVIR J I RCG I .Y _ HUNiiNOTON BEACH. CA 92849 714•'292.2602 714-90St815 FAX PROJECT R10.2577-15 JAMES IIARDIE BUILDING PRODUCTS, INC. 1-888.542,7343 inlaglamesnerdieoorn for i 3l" 2A la 2C Ina de5,901024s Y M be Cak414jed Vy p(Dpprbbning tb, INMAw also M CsCn fw..m2r. thereby design bad!. e., b: si nrx�r v vl is kefi [cn`:1ar.1 6r b3r;g s<r, Ibs aP,aw;tSle design ;had Iw vmnu HChbeFThnk':wkMhssnoMod spapingwill bedateni&;ad.- Table 2A, Allowable Daslgn Loads Desoto on Constant Fastener Load, U Water head screw r 0.375" H0, Valle.. concealed (blind .crow) .112` O.0 to YVSP sheath in9 only Fm 6.25:inch nnde.HardleP.ank: - - Design bid =okinmie Wont 16MY05 - -310.4 psi( an -103.5 os1 Ef etWe ba tery • ((p14r;6mdth CI001 d.lo wepOxa X Ip4etmr spruing))144i = ((5. 25-1.25;• X 124`i 44 = 0.3 -1 sq.n. Fnsbnar bad = design load Xtngmaryarea = -1075x 0,333=-34.5 pounds For 0.25 Ix% Woe Hardler'iak: Designbad=dllimafe fallurs loamF01;-=-.136.8 psil3 =-46;3 psi Elfecon, Inbil ary 1(p:alkvddlh expoa,?d to waahwX fastener .;wo,9Y144l= (ill 25-1 ":5) X 1211-1-14 = C 667 sO!;, Fastww load a darogn load X tdgdlmy area =-46 3.5`]C 0.687=-30 8 pOtiMs The fasle9M.kiads for ai bLlaf pbnll4ddts lio 8 i ear-S.tef[J(0t9d mm tbetwo tests based on plan vndib Caip3arcd aAb+mblc del n (edd • aslMlar bail': tasted Comlaion "dad by area bDutary for pi6. ohctbAn lobe rak:;la-od ilani'aF'ren✓ YVrJ61 - -)" jFC p-§' -m c ac:� -m'ic 9 o -79 525 6.25 - 72 -0,411 40.@ ' '.-33,6' i I,25 7.5 - 12 O.S2i AIZ3• --32A a _ ' i2 ' 0.563 - : 38:9 a` .P- 32.0: - 625 0.561 - 4.4. 31.8 5.25 :138:6. 12 37$67 > 16:8- .8 0.5 12 0 -d4, : .36:8. -- 12 .12- 0.896.- -3i:8 -' Table 29, AIIO 41,1.'Design Loads Based on Constant Faslepsl ldad14d rfrg ellallk sidtigt nai111:5`id69"xd.276'l, tasieners coticoaled @bed na0j al a" O.C. to YVSP sheathing only For uslnsi v6dei-i"PUnid _ r- Herd:aPlank t'Jlrtm c rS ,,, .I:aanuma aaowaoie ham ®.�,N'. n load x m laalooer lo& . 5:25 @ 'Oi222 -'-BE -.39,7.. 6.25 - A -lizi ,. . Z0:0--. s0133 .59.1: -1ITT '. T:S 8.. :1 347 "-663 A0.7. I 8.26 'Arm a. -.0.389 MY -10:7: a25 8 .0.444.44.3. -19i7' i 12 8 059i J30.: --79i7 i(spaumgy144j = {i8.2S1:25i X9J;1 W = CJBg sq.d -19.? @s Cie :endii n to be Caea:i nh Table 2C. A1lowabla Daslgn Load's Based an CrnatantFmtanHiPed, 44 ripg,sTank siding nali (1S"xO.Dg"xD:2t5'T, laslenom concealed (Mind 11416 al 6'O.C. to WSP nhaainb9 only PC' 8:29 Inch 1Yi66 kardiekth , - ` Design load = uthmals Mum luad/FO5 =-1S6 pstl3--50,7:psi EHedrte VW, -Cry=((plagit Hi471 e.poaed!d-yiCdtncr X idsi.Imel spocmle144i =f(8.25-12.6)X 6p'134=0.292sq.11 Fnsiener Toad -design ball )k ligh iaty area=:.86 % 0 292 = 49.3IDs The lasirner badsfOr ab Mtmr plank tsidmwoe cala4aled hacatl on ins same lastenar Dad CakaT+tbd afldwaNe 6esl'n load T Gudenerloaif In51ed tamklorrrPrvmed ny area.lriiniary for IM mrw.,lzn!o t+] Ca4allaled HarLtePlarrl, Widthm IkIGIaB 5 - �' � n 5. A''� 3< w v Fi 3 m 0.167 .116.8 •19,3 -6.25 -- - 6 -..0.208 -(YL6` .193 7.25 -6 '0 50 - +Z d19.3 7. 6: 02M -7S.1F 10:@ 0281 wea.s -1913 $25 :196 6 0292 -64.0. •19.3 6 U177 -67:9 -19.3 II a 0.448 - ad.1 1 -19.2 k1144111i`` D.E AS 41 +' 11 `'Pp�•'• f . UNTI UV,NBE CI. CA s HUNTINGTON N BEACH, GA 928a9 71a-xa2•xso2 49 71d-S08-1815 FAX PROJECT: RIO-2577-15 JAMES HARDIE BUILDING PRODUCTS. INC '"88-542.7343 ut!oAja rneshardia,com DESIGN WIND LOAD PROCEDURES: Flair-c9mont siding b'ansvaria.lom capacrcy (wind loadtapaoty) is Getemfvted Yla wrliphnnoc teeong to vansvca, inad minenel iest standards via IM :tuSvna-!ami lesti.>5 o-n aaw,abie design Icai is delemtined based on a I=or of seedy of 3 apoed to Vg uffniale test load. -%,r the aCo ble desgn Mad is bash m I=V GI aafaty of 3, attnvabia design loadi on Llvf•cenlwl sidig correlate tlV XXIII :o Modred dasgn IXe➢5dres fix AlIdWaDle SYCS Design, aM lhere!we Should as used with Ornbingtiqn blimp equations for Alkwkile $Ness Design (ASO). O7 usdef the c0Tb'me1'wn;oadn9 nquatians for )dlavaWe Stress Design (ASO). irm tasted atlaemble design loads for hrar-eenlenl s:nirp am Mrinod .cz :.n .iw sF6ed :ron.+rertlents in ASCE 7-10 F:p:re 20.5-1, Figure 28.5.18. and Figure 26.5-ir. Far finis anaysls, to Calgdale WePreslitm In Tables a, 5. and 0, In, Mad mr-lbi tatial AFL be 1, smonlans'xi!h ASCE 7-10 SWIe n 2 A cemduhng nomeaai loads us+r ul7onab`e She= desxJn, load calnNmilMn 7. Load oantrovdio l 7 uses a load famorof 0.6app to dfe'wind middy pfespura Equation 1, a,=000250'K,-Kr.Ka-V° fray. ASCE 740 equaitl+l 3GA:) q, . mi-cily pless+ae nl he-Va z K, .veloc%y prewure espesurz madltiem erakleicd at heyle z Kr, , topogmphc =w K, , vbd directionality factor V .'basic . wind Equation 2. V-'!w (re( 201218C 1I 2014.919C Sec.^on 1602.1 defxsac(Is) urn , uferna!o do6agn wV,d speeds 3ser6,W gust MP Hit daternikled Innn 12012 IOC, 2014 FOC) Figures 7009A, B, or D: %SI:E 7-10 Flgmss 20.Sf A O. a C Eggauoh ]. p=%*(GCwGCa fret. ASCE 740 ew)aaon J0.& )i GC. , prgdoa.Y oaeaal possum cpeffx aM.and gust-eRera raw GCS , product nlpnlorrral �eL9Wdmrd6Popl wvl0ui:i-e5ud Lador .p'. "..-sign presstee men itrr sk lag IeSavelJe de$ig�i Innd lor.sidungl I 'empne dasgt pressures suPS,lib a 9, into Equation 3. ion A. p�,W258-K.'K>: KeV,a'(C+CsGC�) Aac+rants Stress Dest.on, ASCE `?-10 Secron 2. a. i, road mmpnaaon T Equalign 5. 0.6D •0.6V1 (rel,'ASCE 7-p0sttdin 2. i, r. aatl m•wbatir :) 0 . dead road W vend haC lhaddue to wud Vottoddi 70 deno one No Abwable Saris Desi�rPrc=ure, aAoyrisefoatl lacrorlwW(evna)front Equa:mn +rup(deslpr, re=are)de:eutined Tram equa3ma Equation 8, P.n.'@.6•Ip)' Equation 7, P•„= O.G'10.0025p'Ha K,; Ka V,e''(GC, GGa] Equation 7 is used to pcp.(ere Table a;'S. and 6: To dztemine The a0snable u�3Yriate bask •wind speed by Hardin Shcg.n Tana F. sofwe Egoaaar..7 fur Vw. Equation a, V,s=(p-e0.6.0.00256'K,:K�-y'iGC.-GCj)os ApPYKabieto r1 Moda spedfedid Exeepdens I Mmogh3.&12o)2)eC.2013.FDC)SKaamI609.1f., to dererndne Me aAawobie domeyl drdign,windspeea(Vaso) for'Ha7c!io Siding 7n rab/e ,, aWt fee conversltin 7nrFriWd Lelow, Equation 9. V�e•V�s':ifl:@)ca (,a1, 2012)BC 82014 F&C Se-0.4I 4fleIII/��� Va,,.Romrla design wind speed(3-seccrd gusi rpM) fel 20128Cd 2ds4 FBC S"ddk.1,;0GAWA ' Table 3. CoufOclents And Constsnte'used In Dolormining V and P. N 01v zoned Heiglg (01 EzpB 'ExpC I Eltp.D Kn K. GC, GC, 045 0.7 0.85 1 I:m rIs50 1 0.55 -1:4 0.18 20 0.7 09 I I'm I GAS -1 t 0113 25 0.1 -0.94 ti12 1 1385 -ia ale 'w 07. 0.98 1,18 t Us -1 d 0:18 35 O.Td IMI 1.19 1 0.05 44 BAB 40 0.70 I.Da 1.22 1 0:85 -I a O.le 43 0.785 1,085 1.245 1 0.85 .1.4 Ole 681 1.09 1:27 1 0.85 •ha GA8 55 0,03 1.11 f.29 1 0.85 •La Ode of go '1.13 1:31 1 0.85 -TA 0.13 100 C.99 126 1 " I h.60 I 1 U.@5 1 -1 a 0.18 i 21 c ♦ =moo FLOFt��P FSS%0NA, I '.... .ON yl, w �J JAMES HAROIE BUILDING PRODUCTS, INC. 1-888.542.7343 . infoQlameshardie. eom wwanw.rnw,n a, ncc, «-. HUHTINGTON BEACH, CA e76.9 114=292-2602 '14-908-1815 FAX PROJECT: RID 2577:v5 ToblO 4, Alowable Stress Onelgn • LOmponenl and Gleddln9ICEC7 Pressiuve fP5F1 iv ba.Rweicewdm v.r:,.,,<v-•:.,a r...sa.l w:..., e_..f_ j Waul Spam (3. - - - send9m1) 160 105 Ila its 120 1zito I41 150 Ian Im 180 190 2co 210 Ne" 1fl1 8 -B B 1,1 8 .8 8 B 8 B B B 8 8' 5 -16A _ -15.9 ;17.5 -19,1 •20:6 •24A ' '•28.3 •32.5 - '0 -41.7 -48.8 .52 1 .57.8. I -14.4 - .15-9 ,.17:5." -<19.1 `._ .. -_24:4'. :.%28.3 ':.325- '•37.0 "-41,7 :.-46.8 -52.1 -578 .83.7 26 -14A '45.9 .17.5' .19.1 -20.8 •21.4 - 49.3 :-32,5 VZEPP -01-7 -40.8 -321 67.8 -63.7 30 •144 - - 55.9. •175,: -19.1 r20.6 . 444 3993 - 22.5 370 :TI:7 776.8 '-52.1 -5 -83.7 •I0:6 ..:182 -19,0 -21,7 : 55.4 ,5 .:Ja.9 : --3B,b -0 r - -48.8 -Sa.d ,8 ;2 -66.4 1 40 -15.T -77,3 -I9.0 s2Qi ''-22:6 --TO.5 •307 J9:3- -d0.1 -d53 708 -5a.8 -627 70.1- 45 -132 =17.9 79.0 .21A - ':23.3 47A -31.7 -36.4 -41.5 48.8 -i2.3 .58.5 •84.B- -0L4 1 50 -I8.7 -1flt @0.2'. 421 - -24.1 -28.2 -32.7 -37.6 42.8 A8:3 $1.1 ".60.3 -88.8 53 -lTi1 -18.9 -20.7-226 -24,7 :-28:9 -33.6. -s9.S 73:8 ae.6. 700 - J3 :202 1 .3111 • 1.8 -38 43.7 1 -50.2 1 -57.6 65.5 -14,0 . Table 5, Allowable Sirees Deelgn - COMPOnent andCleddlnv fC$C1 Preaaums fP5F1 m m Rwalni.A :IV A- un.,a e..e�:. _ w�.w �_.-__-:-_.-.,__ __..• �tna'tpeerl (3- _ . seand it too 105 Ila. Its ;20: 130 14q ,1 .160 170 160 t90 200 2to Ha�gbl-0n G c C C- 15. - C. •212 333 -25:2 =29:0 -34:4 J9.5 44:9 ,50,7 -So,e 67 ] -i01 -77:7 20 -f8-b- - :5 :5 .•248. 46.7 - -91,4 - •38.< 41.8 47.5 •53,7 '60.2 .67.0 •7413' •S1,9 25 -t9:4 - :Yl4'. -23: 356 , -27.9. m..6 -38A --43.5 -090 '58.0 - -629. .700' -77.5 :85-5 30 -202 -22:3 -24;5 -28.7 -29A <14:2 -39.5 -055 51,8 -584 :85:5 -73.0 -80.9 •09.2 35 -20,8 .210 - -25.2 •. :6 30,0 . .2. -40A -48,9 -53,3 -00:2.. .-67.5 -75,2 .813. .914 40 -715 -23.7-: -18.0 ..$11:9 �0.9 -36i3 -/2.0 '-08:3 Sd.9 4020 =09,5 -77:4 -85,8 •24.5 45 -?2.0 442 -38:8 ;19:L -31.6 .37.1. '-43:1- :49.<, -582 ."63d< -71,2 �793 67.9 -:A 3A5 -292 •2 2 .:29;7_4' :30A - -04:1' -.:SO.fi,-57:b •bTo- -i2.9 -5i .9 ss- .•22.9 •?S3 ; -2. .7 ..-30.3,'I J M' 48... '=y:9 =51:5 - .. a58..-.. •ea2 '.74:2 -iT7 .01.8: •1 10 r_ 35:9 1.: .:43 = :9 +: _5 .. +73.3 .•-83-4 ,1.. +,05.5 -1 7,0 I:100;0 -00.7.8 Table B, Allowable .Stryus'.Daol9ri - COnfPMOdt and Cfatldlnd rCAClP oav:aaMeatro...i.i.: xL. and W) too .la. 17o ti5 12g' '17a � '14g: 150 IG1 - 170 780 15U 260 210 • 557 B;I - -30,8 .15,9 1.6 -a7:8 N4.4 1-a -68:8 -787 -85,0 :03:i 20 -2T.3 .-24.fl -27.0. -297i,- -32t1 J7:7."' -• 3.7 i0:1 bku 64.4' - 422 .Ba.d.1 419,1 .-982 25 - •73:1 .28;0. .:-30,6 J32 -39.07 -45.3: ;52.a 59.1 •88 7-4-9 63,a -02A -1C1.9 1 30 -3.9 `"-2a4 -29.01 - 7*rl -345 -. :W.4 - :-48.9 .578 $1.3 -892 -77.5 .a;7 -IC5,5 35 :245 -27:1 •T9.7 -.. - -32„S' -35;3 •d1:5', --48.1- 1' - 35:2 _ fi2.8' •70.8 . -F9:5 -"ae.b +98:1- -108.3 JO -215 :277 - -30.5 ., 'n43:3 -X2 75 '39,3',".-5a.8 - 64,a _227 Z -909 -100.7 •i11:Q 45 45.7' - 183`' '31.1- :34,0' '- -374 - '•43:4 : -50.3' -57:3 -05.7 "''-8-Y.2 -9Z7. •1027 =113J 50 . -18.2 •20.9 �. .-31.7>. -�<ib. .37 2 0 '-Bi 3' .58.0. 67.1. .=74:2, -75.7' -$d;9 :R6' SI04.8 MKS 55 -28:0 -29.3:' .1 2-:' 2 •34,3 . .-8 0 ' :52.2 '-59.9 -88:1 -7 .9 -6fi.2 •09.1 -100.< 1L4 :WU 1a -3 A' -40. _ T. - .0 -1aA. •119.8 -133,a. l"'b"' a, 5- -ue a me basev on ASCE 7-10 and =esWed! valb the 2012 I6C. 20121RGeM 140 2014 N4d3 Bt31ds9 Code. p,1 OGA •�:• U S7 f �� o __,cis �(ORIDp•••� AL E 0 HUHTINGTON BEACH, GA 92649 7/4-292.2602 744-908-1015 FAX JAWSHARDiE BUILDING PRODUCTS, IHC PROJECT; RID-2577.75 1-888.542-7343 djo@j3m9sIlarlFB.rlm �... I CE7.10C ��No. p$121 Table 7, Allowable Wind Spend (mph) for HaftliePlank lap SkOn fAnatydda/Method7n ASCF 7r10 Chapter JO CSC Para f and �\ ' 201218C, 2004 FBC 1 2072 IBC, 2014 FBC v2 rA ••• STATE OF 1 _�Q�n•.•. Ft o Rio?,, �• i` ���///if/lIJ/F Cven'wknls'uaaa'vi Tabfv a GIu:W6onalPr V,. ABawabia, urunla12 Design Ww1. SPead, 13.secmTd OoN mp91 fdrna[;e, NOmnal Des9r• VAYJ, Speed. !3-6eaa1d9ust mph) J,iO[�biek r.Ivi7�i aae?M1etlbi20121BC, X114 �'BL7 Seabn 15051,1. as dat".P"d (2012YOC-I014FSCI� FIQ a 16O 8'ac ' J-p>bcx„0 nnleb:u's 41w«'NI if. Sxcd00nnt i In-rn,r11] a7 j.012 r0G. 2016 Feci 9.rcn I 16O9f 1 WWvtd-eYQDwte rale9ay WeW 4xpd61xa UI Sexg K Prei1 x Pr000q TWdMess frcn09) Vj:WS IilXllea) FeYPe Type 49adgr Spaonq Rome Typo Fastener 6 Oaq^9 fnctIes)' elgdu:9 t 3 H(fee pwn e C D 3 C u .x,>c.:aca Dea.'vr Ladd tPSF) cape ispG EApO 1- K 'GC, GC„ +a:0.sYtang 5170 . ' 825 No 8xl. 5'e'bng li 0.378' HD r9ted wal4rhdad WWAI' & siiewed toN/5P 2X4 load Or 209a.: sled harnrg,' 7/1S•7h1p1 WSP •hmt0a+tl ' 12 0.15 268 243. . 221 1 207 Me 171 1 :103'S 1 a T nag 10 1et60 t OSS .1 A C I8 20 268 :M 216 -TIT 207 10 167 -143.5. 07 0.e 1.CB 1 'am ;4 418 25.- 6-8 `231 207 1T9 164 Ica3s' 7.2- 094 1,12 1 0.%-IA ais .00 268 228 203. 207. /75 tall -f035 07 0.98 116 1 085 .14 418 35 'i62 223' . 20.'i-.. 203 ' 173 1% -I035. 033 1.01 1.19 1 0.9S .1.4 old ,. 00 :252 220 '- 2W - 100 Ila IS? 'dW'S 0:78 1,04 121 1 PB5 .A i '0.1a 45, :253 -217 207, 190 168 955 -IMS 0785 IM5 Y265' t 00 -t 4. 0.18 SO 249 '. .-St& .1 s9... 103 '16b 157 .1033 .4d1. 1pe 7_7 1' OB6 1� bie '55' -740.: 213 197 -' l>m- 165 153 11035 -0.81. f II I3e.. 1 085 -t4 aaa 80 '2U: 2.1 198 .198- id3 15I 03.d. O.als. 1:13 Cal I 095 •1 t 0 :d l0O '20f_ - 178- IBT 156, 133 130 .015, 0:0 'lts 1.43, mao -I. OBS .1.3 0,18 - 'lank . s'18 f 428 ' No.,ezf- S18•tang x 0.1V No OOtHM' vxafxhao . sorews' SON 11Q8YAd Iei45P ... 2X4 wdod w20 ga. -Fleet lrernNO, 7JI i57t7tY sheaf ig 12 .. 0:15. .238" Ire, -195 - 183 ' 168 1511. .-SG.B ' 0.r. OBS '1.03 ta64 ' i OAS =1 4 OAS 20, 238 200 .-190_. -1S3. 181 f47 - B0:6c 0.7' 0.9 LC8 1. OBS <L4 O.fS 23 2M 306 i87• "183- -TSB 145 .YOB.. .07. d:51/ 't:t2. .L. OAS .14 0.13 .. 30' 236 -,200,'..tS4.: d83. 155 142. We p]: am, I:e- -IA 0,18 35 1 197' . 101; 179 52 140 -0Qb 473 1,01 '.f 19 +. 085 da 0-1a .�. 227, '194. ':1'79': 178 -'750 I3A -edd: 47s III 1n 0.65 A.4 OAS 45 223 992 V7 113 1t 137 �W8 E5 I.005 1245 t.O,BS'.1.4 C.15 50 IaO F 9 170 i3T i36 Z_6 0.81 i09 127 f. 0B5 4A 0-13 55. - 188t tT.4.. -I08 .145 135 _aae 0.83 ,T,13 129 1, O,eS •13 AID OAS 80 .Ien :173 168 144 i1r AOd C.6g I,tA tBr- •14 OJO 1W 157:' 'I!8' . 137 .;22 114 .4x1'6 ,OBT 1.26- 1,43 mSO 1 0,95 '-18 AIS HaN�eP'ant . - 5ji8 - 7.25 No. A 1- S%e•toopx 0.3T5'HD noted Bfir4 sa7wad 1o.W$P -:..< ??u MI?cd or20:9a. 51ee1'- ,fra7lPgl; d18'in)dk W9P - 12 -:045 :193.E r475..: ,. 665...150 . 13fi -65.3'.. 0.7 nu 103 hA60 :±' Oes aA. OAS - 20 :138.. 171 lea 145 133 -es1. 07 <0.9 ,1:Ca 1. G85 -hd qaa '25'" 184 1201f12 - 168 -ISO 142 430- a5.4 07 .aw 1:12 0:85 44 0.16 30. -ISO' -'.185.'. ..-185. - 139 128 .�65,3- 07_ Oval I;S 1 O65 .14 A.1L 35 -777' '103.'. 151 137. I2B 4iB.3 033 1t01. '1.19 4- 4B5 •1:g O,tB 40 -175- 161. 158, 135 125 c5a - 076 1.04 i.22 OAS 11.1 'd; IS 45 .: f12 169. 1so 134 124 - -553 17B5 I.M. L245 t 0,85 4.A UJ8 30 170 158 153 13? 122 -653" net 1.a9 127 1 0.05 •1.4 Oli655'169' 1ST ISl- 131 121 -659 483 1.11'130 t 0,85 -Id. O; to 80 193 187. < 155.., 150 130 120 .85.3 " . gas . lea.. 1.31 1' om 1A -cite 100 100 . -142 139:,. 124 110 -103 a53.. 0.99 126 a;43.:P60 1...9:85 •Y.a 5 ie Har"Pianx &t6 75 No. a l- 5.WITSx 0.375'HD dDaM wcilPliwad xVeNsr Mild B Owed Ip NJ9P -2X4Vfodd or 20ga, 9)eC1: frsMng„ 7llE'thlfJi WSP SIMa11Yn0 12 0-15. '208, 108 t171 16f-'. '..146 133 4 3 0.7 '4B5 '107 rllw 1 1 0.85 -L4 ,416 20 2G0 LIE 167. '161 142 130 4Q.B ' 07 Os' . I:De 1 0.8= 4.4 OAS - .25 208 -179' 154 101 -139 IZ7. £.3 0.7 0.91-Li2 085 1:4 0.13 30 203 -176 1 181 .:I61 136 125 023 0.7. 090 .1; 9 1 Mn -1.4 0,le 35 203 173, 158. 158 134 123' '-62.3- 0:J 'C01' 1.* I -ass .LA 6,18 40 19B I70.' 737 156 132 171.' 62.a 0.78 1:41 I:22 I 0.65 •f.-0' 41B • 35 196 . 160- I58. 152 130 121 2.3 0365 1.055 1.24`v 1 Om .14 0:18 50 193 - led 154. 150 120 f10 .62.3 OBI ;Z ti'7. t 045 :1.4 0.IS 55 191 165 153 48 128 112' 12T bet 'A,II. 1; i O.CS -1:4 C.16 60 198 163 1 152 1 148 127 119 R.L 0E5 773 UI t OBS -U Eta IDO 156 139 1 130. 121 107 101 472.3 a.0 1,28 --t a3 hx 1 0.85 •l* u:l? H.vuiePiarq • - W16 8 Na.0z1. SIt•lorl9x 0,375-HD bb d lvatorll¢ao wewsr Blindsteel' =ewed to WSP 2X4 brood Or 20 Ila, fr"g, 7J16 tricke5 VISP �rew't9 12 0-15 199 lea le" 154 139 1 I27 38.9 0.7 Oala_ 1 103 1 0.65 •14 3:19 20. ilia 175' 160 154 136 '124 -M9 07 D.9 1,08 I 005 •14 d14 25 tell 171 -157. IS•- 133 122 395 07 n9• 112 t 0. a5'4t a13 30 198 -768 ,154 154 130 Ito -SB9 OP tad 116 1 965 •1.4 Old 35 194 155' 152 151 128 118 �fi.^a J.13 111 IIa I 0.35 44 LIB 40 100 163 160 148 126 116 0`1 0.74 1G 122 1 CES •14 0.16 187 101 I69 f45 12 5 115 -Se9 17P5 LOOS 1.245 1 0% -U 0.:a 50 184 139 147 143 123 114 -%.a OEI 1b i.27 1 065 54 015 -55 132 158 148 141 122 113 -569 am ( III- 129 1 1105 44 0.18 617 ISO T58 145 139 121 112 6E2 0.65 113 131 I Od5 .11 0" Old 1W 149 iffi'- 126 115 101 98 -SP..9 19B LM Ie] n+6O 'I CPS -Id a JAMES HARDIE BUILDING PRODUCTS. INC. 1.13D8-542-7343 inia�Ian-d:5har0i8. am , HUNTINGTON BEACH, CA 9284u 114-292-2602 714-906-1615FAX PROJECT: RIO-2677.15 11,I+'��.OGA, .� • v V,1 = STATE _ - ���t4S�siFORO ON ,/� �I/iJ//II aoNllcidnW used in Ta01d 8 calwlaikm fur Y,e 20127BC; 2014 FBG 201218C, 2014 FBG Mogi,ahre• Ultimate Design Wind. SPeed. fid ('sJF.risoAd09Wre ABms�li0; Nattina! Design Wad, S0c . jil tvhmph41 mm0pghs) Apvc-ddti(101VOC. 2f4Pscl setlgn 1000.;.1. x detv'rnsied 5y 12012 ice. 2614 F9E1 Fylxe41WRA, B. wC 4.siat vt.ite auo0903 d! (201] 18f-. 2014 F6i:)$er4 `tr. I s500AA WM ex06SICe: =Md (IM02stri, calegotyPro5✓,r9 FrWOc4 •' Dic3rlass 1l5tltn stones Fa510n0r Type Fastendr Spacing Fn1rn0 Typo Type Fast" sp4a11g (lnalaq Bu7tOng Helghi" i7BOt1 s c D a C 0 a 04*u1a ^dewl IF F) E.Os .Evc FAD N % 6c. Cc' HardiePWnk - 5?Ie 8,25 N0.8xI- 5J8'kngx 0375• HX) 11bO0tl waie+head ? 614rd sam111d lO WSP 2%J vwod u20ga. sted se tldng,. 7118TiNU1 W$F sheatli4g. 12 0-15 194 1 175 160 IW 138" 124 •R4 - 01 096 T.O:. ti 6 'I OR5 -1.4 0.19 ,_20 .. - 194 1 171 156 450 133 121 .A 4 07 no 1,w I. Des -1.4 O.19 25' I94 166 1S) 160 130 tiD -54.a 0SG 112 1 ass 4 o13 - 50. 199 164 '151" 150. 12? 117 .5a4 o.] O.DO ..Is I Offs •14 0.19 ' -35. 190' 16Z 149 147 125 115 54:+ e.73 IL: L10 i 0.95 .14 cis .40 . - I88 159 - .147 144 123 114 •54s a.Td t W 1.22 1 065 -14 a 19 -45 .163 IA Y46- 142 122 1f3 1 54A '0.755 I0M I1.Y45 1 o_as eA .Tie ..So ' 180 158 1" 140 121 112 1 .94 a:at I im I 0.39 •14 019 •55. 178 . 154 143' 138 119 111 -54.4 0.83 it 179 l 085 •tA c 1s " tY? IM 153 'I42 .136 its 110 -VA Os5 N3 131 1 Q83 44 0'ts :148- ' 129 ,121'. 113 700 94 •5IA O.a$ 1.]5 i.43 tr03 I, O.sS •18 0.I9 Na13yPiac"r. ' S'i6 825 No.e x I. 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