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Specifications (2) b2/06/2007 09:42 5032899439 HOWSER STEEL PAGE 02/10 i. • IL ' . dflGARD TRIANGLE STAIRS HOWSER STEEL VERTICAL LOADS ON STAIRS • MJD I 21- Jun-06 I 13961 • (✓ UT? O ..,--. --... Approved Q,`- .:: ;- 66fiawti r Jl} Approved ,;.... „ ............... :1 ]] F6r c y the %Ka*.as.descr? ),ec' in: ] • - PEfi IT 140..” 3 y�? ":' a1?r 0C�f�.Sy u S ee Letter te•: Follow _`_ [ I � NE ' ' Job Addres s: 4171.... r `t Y � ip fi r' '': ,�. Uate :2 - -e7 te 2,082 f . -' :- -,, id OREGON W, prs:k ilmsb/d RENEWAL12 -31- 'UAW, 1 pp. 13961 -1 To 13961-8 • JOHN W. PARKIN • • (;r. 001119u1.r 6 C71/u. AND BTRUCTaSAL 3011rODOURIt - FILE COPY ___.. . ...._ _______......... _ ......____._....____ .____. __ 132(06/2007 09:42 5032899439 HOWSER STEEL PAGE 03/10 • PARKIN .-E NGINEERING• INC. ; jam, - i CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CBE AVE. (380) 894 - 8378 ( ) VANCOUVER, WA 88680 FAX (3130) 094-3378 %, , ' f/gy 2 -o o 3 (1-i7€-t- le*P..S er7" 1 . 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O. 9 • C- r✓1 Ig 5 1 .4'°) C i7--) y so z LAS. • LZ /o , 1 r 5 es s Prin CO ) r 'Z'1427 fs.f MZ /1"7,) T 5 t b� vrs , ►-� 61.01/ *15 t 1 -.are - / 1 6 vS6 1 . h &Mgr k3a 2 r -'r1't V4.7, k' -(t)) uire ill c F° A l ti, Wd 2-fl j S w (�1s,1.�51at + - Ir-r19'C,t'f' Tr) L4' .r-i9 tit P Lit 6.141 0I36 l 30 ..( — Einthh.libta, kn. pp seeuwn� lm,+u etb adfl_ wwwjohnwparkln.com '02/06/2007 09:42 5032899439 H04JSER STEEL PAGE 05/10 i PARKIN ENGINEERING INC. • 13414,1 -3 .. CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. (880) 694 -8378 VANCOUVER, WA Man 1+'A$ (900) 8849578 • • A ; Tose rErL' c. v 5 0.Ja 'M. . C3b,1. +la °)(y.sfv) 1 .514, P (3 4,o,�9/y is /z) _ 311 Mme o e ° c i - 4 310 ( 012 421.) ( 1� 2 137,7 m"'" m"'" / S B ` 1/L1. rI0 D A z (5 7+ 7 /(° /3 t • f h Z 7 b 14 'S"i' • �-' ; Ncos IZ-- L (RsR.eGr r rf e, ea_ ►� �- PZ 7 0 b�ti 13b.b( 1-) 071-) y 153' L.lS , M 303 ��d. Ir� p4 2. Z l t L. 0 C r ) Wpm* puem' rthn midthRnm.h,e. �� 'wetly nl uc. keeme www_johoawpar tin.eom '02/06/2007 09:42 5032899439 HOWSER STEEL PAGE 06/10 C- . OONgp). ram c't AND errracrTnua. DNIADDITED 600 WABA]NGWN ST. (250) 6948873 ( ), vANCOUVICB., WA 98680. FAX (360) 694-3376 'v X00 rii )/ V ( 7 74 - Lr 5 , N ./y 0-'7124 t , I.S - ' , l' i- } '( '1 v61 Z . s i . 3 S 1,w R' . a. 14 ` ze -..(5 .r (,.I.ZJ..; y. I D°"`'rn ..Ii._Z.r' .._ ' 6 a,7 -. /Yil /7/oL $ sa, 7.3l'''' /) ' .TB. 9 2, rs/8 31.As ,. 7 ,4 0-3, /6; "' 3a ( l') P 7a, k " � D v J ' /'- s. 1 ;`/' ar z Z. 17 e,2 s S- m 11 S-41‘:: �`—' z 4' 1,01'4 tZb /Pa3 -i3 -: ��. X 0 (,..1 -�) Yli7 �� , ln/ 4 G Sr, y/ v 314 a s.. els 14 ' 4 _ 1 ' f6 a, 4 (7d ),C' 53 7 ' Z Sr, 7 /-9i/ a r" 'g, 1 / ', 6-AV 2) L L ■ u 1` /r3lo I U5sf (z.-) 1 / Li - 0 . 1-.,. , u.i:r1i17 1/1I1 ►-Ps It • P`'— • fri-x 2. A . 1- z,4 W.- L 31t11 Fs blip://www.jobaiwpaTidn_com e-mail: aam.ac Qbawparkic.com • 02/06/2007 09:42 5032899439 HOWSER STEEL PAGE 07/10 4 3.E Kk o i .Expansion Anchor . Iii r 1 ' } - .Carbon Sisel Mk Bolt I) Allouuabl Loads in Concrete 4 • # 20013 psi (19.8 MPa) 3000 psi (20.7 MPa) 4000 pal (27.6 MPs) 8000 pal (41.4 MPa) Anchor Etn _ • Dlemt:ter Depth Tension Shear Tension Shear Tension Shaer Tension Ibh�a) J Pt; (mm) in. (mm) lb (1 Ib (I'M lb ,( lb (1 lb QM) lb (kW) ii i 1'l0 270 430 390 430 380 • 430 470 430 . (29) ( 1.2) (1.9) (1.5) (1.9) (1.7) (1.91 ( , (1 •9) 4 • ''f4 2' B60 590 fi30 � ` (9.4) (61) (2.5) 630 (2.6) 5313 (2 580 630 it I` 3' /4 670 ( 670 (2.4) .Big . (2.4) ( ( I (95) (3.13) • (9.0) ( r 13/41 530 990 , 650 1040 750 1100 860 11013 I; (41) 4) (4.4) (2.9) - (4.8) (3.3) (4.9) (8.8) _ (4.9) if ' °/e .2'/41' 1200 1290 .. 137'0 ,i i (3s) (89) (5.3) 14713 (5.1) 1'470 01) 14170 ' 165D 1470 � • ' L 4'14' 1330 (6.5) 1330 ' (6.5) 1440 (6.5) (6.9) (5.5) 1 (1138) (5 (5.2) (8.4). � •2'b • 1170 1940 1310 1970 14513 19 1730 70 1870 ' ('7) (5.2) (8.6) (5.8) (8.8) (8.4) (8.8) (7.7) . fag) 2400 • •I • (12.7) (89) (8� 2450 (9.5) _-- - (10.7) . 2450 2800 246D I 6 2 2080 (10.9) 2110 (10.9) 2539 (10,9) (1 25) (10.9) l ° }' (152) (9,3) • (10.3) (11.3) 2'/4 18110 3070 1870 3070 . .21 , 3070 2670 3070 �� Cr� - °` (70) p.1) (t3.7) (8,8) (13.7) (9.5) (18.7) (11.9) (13.7) • /e 3290 . II i 59 (102) (10.7) ;gg40 n2� 3840 (14.8) 3840. 4190 • 3840 7: X00 (17.1) 84 70 (17.1) 3780 (17.1) (18.8) (17.1) • (178) (4 1 (154) (16•� 3 9 0 4140 2320 4140. • 2670 4140 3200 4140 • 1 ' '/4 '1 (83) (18.4) 00.3) (18.4) (11.9) (18.4) (142) (13.4) ' ' . � J 4 . , . : 1 . , : • • . - ■ / ' • •.293D 4130 48013 5930 l (19.1) ' z1 ' 0 ) : i' . 5120 (18A) 5120 (21.4) 5120 ( ) 5120 l• 8: :7`"" • (72.8) 4850 (22.8) 5971) .(22.51 (22.9) (203) (17.8) (2 + (26.1) . 4'! 3330 7070 40511 , 71300 4670 .' • 8140 5070 I r , • (114) . (144.8) (31.4) (18.0) (32.8) (20.8) (36.2) (22.6) • 1 6 4930 5000 7010 6400 9200 (25.4) (152) (2 - 9200 (297) 92013 (3 1.4) 6200 (37.4) , (40.9) (40.'9) 76701 '(40.9) ( g o (40.9) (' • (? ( ( . . _ • 1. Velum slam are tar a shear Ptane aellno through the enohar bolt. • - Shear Through no Threads Sher Through The Bolt WAY . bedy. When the cheer plain le acting through the anchor MAU/ eth, ad= the ahstr entles W 1596, • 1111 lens alin lhto anchor bolt r7 "'P ► � - �_ 2. Vgluee ahem ere fora Shear P r+9 ugh th ane - •a �.� thin h the anchor boRlhraeds, '''ti' r L y , ' • , e • r . '•.e : r _ p I e0y. When the phew Aisne 6 acting +rg i ' � • �- ,.• • •"� � 1111.:.r..-... •�• 1 b earvalus ° d• ` 3r '/ . '` 1j . {,; , ; .ys. reMlltee the shear Mr 796• .":1 4- , a = :�:' � :i�• . . ,, 4 -_' All oiler Won ahou+m are tor cheat plane retina through either batly : mil :�: '; " n• w , de. . • . i. j }. ( ;3;: 4[c _ 1 SR 115: i'r 0 - 5713. - 000 / www.ue.h1111.corn I HA11 PmductTltchnla(Ookle 2812 I Correa ;1-600-383 - 44381+ auw"..hllti•com ,- 02/06/2007 09:42 5032899439 HOWSER STEEL PAGE 08/10 3ci6,1 -c n WoodWorks® Sizer SOFTWARE: FOR WOOD DESIGN b.wbg WoodWoorsz Biro 2002a June 20, 2006 1027010 ' •. CrttIC I Rasutts 1 REACTIOB fibs] llaximtaa.. . 4p1ift: D Bearing: 4967 967 0' 14'44" 9BE7L (Ma] +v max: 4967 -V max: -3385 X.oad Combination 01: D only 41 • 4 0' 14+-6" • BENDING ribs -ft] +M max: 16814 Load Combination 411: A only 16614 AL • A. 0' 5' 14'4° DEFLECTI0 [an[ Max Limn: 0 Max Total: 0.4 Load Combination 01: D only ( 1 -0.14 - 0.24 0 ' 7''3" 14L8' • `02/06/2007' 09:42 5032899439 HOWSER STEEL PAGE 09/10 • • • 1 3 x •1 tio.l ^7 WoodWorks® Suer SOFTWARE FOR WOOD' DESIGN Ampg WeodWo MAP! 21102 .June 20, 2006 16:17:49 I : • " • CNtteal Results REACTION [Inc] • • Meximum. -. apl,ift : 0 • Bearing: 3372 • t 372 • 101-6" • 9RE&R (lba] +V max: 3372 -V max: -3372 Load Combination #1: D only 372 • • • Q ' A C 10'-8" • BENDING [Ina -ft3 +K max: 12947 • .Load Combination on #1: D only 12947 • • • • • • 0 3' -3' 10 • DeiLECTION [in) Max Live: 0 Max Total: 0.3 Load Combination #1: D only • A _ ` • - 0.05 - •_�5 - 0.13 -` • • 102/06/2007 09:42 5032899439 HOWSER STEEL PAGE 10/10 1;1491- 'Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Ion stringer.wba WoodWorl zU 5taer 2002a June 21,'2008 0927:28 � •- C R0suns REACTION Elba] Maximam.. . Uplift: 0 Searing: 6221 • 6221 0' • 18'-6' MAR [1be] +V max: 6221 -V max: -6221 Load Co binatian 01: D only • \� 4 0 ' • 18 • SENDING Elba -ft] 41(1 mar: 25302 Load Oodbination #1: b only 5302 9 ' 3 " 181.8" DG.E7.FC' ION (ix] Max yL9e: 0 • Max Total.: 0.0 Load Combination 01: D only • 0.27 7 • -0.47 . 0' 9' - 3" 1840" • •