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HomeMy WebLinkAbout301 Marine Dr Technical - BuildingTECHNICAL Permit Address 3 0 Mckidne �r Project description Aet-1 Ckme,K Es-6N u p ands Pay i4 P OV I u t/1 J Date the permit was finaled o oo N umber of technical pages S (AvvaA talc o S 0_/ 2 9() 1 1`11 1 �Ir CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 S ice, 0T 20 S l L ,c.,.` Ni 1'M %.fi rQJ N tQ /O' e1 c_ �19N 8" J Y c_06 E x Os wr D r, ,J L -140 3X/ 9)(l3,'73) 6) 70)1"' Y, r/ (,7) jl 6 4- 74) 2 2 7 21 64- s (2> c c J (l 2J l 1 00 P-LN rJG 1120' Y:2 2. x I 'L_. p' C Shelter Valley Creek Estuary Zenovic Associates (cf) e ti' dio r G- 4 4 2o 32 r 905 64,60 I l'9 603 f t8 l (Cr C f) o ,e oe4b ,79 .37 0 1 2 6 I e" no; r -7/) .7 (.3 3' A )74 hr 371,8 2, b f 4 10(8 0( )1 J 0 ?Q t.F4 P1ovosIope fl 13)0 A A c 0 Wley. sl ze cm1S 4/00 Q 02 5)(2)(ToY) 5): 712$ e (2 •gkZ) >N So Sc� ref) ca 1 SrZe4- 468. g Q 4 i ��L ✓��i i y. G —1 j e 7 t1 Z I b CRAIG R. 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OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 1 (AG A R_4)(8 I 41 2 (tO 9XI7ao0 a 5e 4 42 27 Sea $864 g Y dwiS)Cee p as± J ,/a p kt I 1 a )',..k) 2'%, r vi ZS FM" OS i sri y w, y r z Ss _4 '85)(W.! )21 �fci 5� 1(C 1 t� q5 8 C (9 2) J P P r 1 U a e X112 0 r(.t,4 cc— ✓a ilf� (2�15���.2 r L I 0 7 �\I 1 ,j lo ��y 2 cv^ 3' /gX 13'.. b �s€ 9 8,2S ck�v -Cc q -Q -1 I 7- Shelter Valley Creek Estuary Zenovic Associates Inc. Ma fix. alS)( l$S,Y42) S Sg l0 1s Jt.$ 3 �n 1„7 f''`' Mai Rx 1 mod. 5 $l'` Z Zoo 3 71 P \--c 232 CRAIG R. OWEN Consulting Structural Engineer WA 98362 220 E. 1st St. Port (360) 452-8574 FAX (36 457-8020 6 25 S r 3 .1X)2) mc. z)0 1 9 4 0 29 Z7.» 'r Z- fc,v 1 5 ,z 27 xCl 8 (2 tco i 5 rY" Nd S eeA 4) j24 y6 1 C y 2 °15)1 4 (84(0) 7 a 2 z. 23 SC cxt 5895 K 3 2" 8t n,1 3' r g� ,l ti EXPIRES 9121 o i (27 74)O2 2'(1,4 3 0 is) zo X 12 v 1/7 S,N3 S x 2 22, Z 1 Shelter Valley Creek Estuary Zenovic Associates qa723 G 423<l P .v 4s',aJ f 0 3 b u 279,7 wet 355 1 3 i177,5t 24 j S i2 4.q Iaf z� S Co `O. A 19s 3906 17?" A0)* Ca l add�J .3 Z.7 1'i�ata 6F bit 6 5 Z 7 2 173 fejt e, Csoll 671.41',%eli' A 6 Ass. or 6 S t EXPIRES 9/21/ 41 b)'( 15 e:fA.We, 7 096 W/o Co NN (9)( 2 b )25) /1)/?),2 33) 13 5) /•5 CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 ,93) 3 7J K►c ispb. 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OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 0/ L& ^1 0../ 1 0 f) 29C36 4 7. 3Q" 0C CJ 154, 13 s. )0) X'f) lZ zQ C .10%+7. 2o34 L 27 4 c So ,PT I298)4 iyGa. 241: V6 u1/ 2 Nn Shelter Valley Creek Estuary Zenovic Associates 722 0 s0 t5 33 33�(a� �S�z(r f yyAX ft tfr X p„ (P. e e- 23 -2$) 4 G j 1 �ar/'o� a.x J'�s S/ .Ze. ceLAV cz a„ GL 6 w,d 4/ JABd.�^ 4 a h,� 0_ et4vutheie +d9' tri 'fir y a e Sep. e C.tA t7 9 I A lt/Ikea-0 ry rr 2 z 900 -eloo 2 <00 32 '3 24 '00 0 0 9 0 ton oo�o z90 Zyno 3zoy 1 2■ Q O 000 ES 9/2 O !k' )_1 o p tJo 1 2.6> t6/. 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OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457-8020 ep 4- L C._-1 06 ■X F-..,... V 4- /1) ''',..1 Diq Lf- -3 s Shelter Valley Creek Estuary Zenoyic Associates T INITIAL TUMWATER CRK ESTUARY SHELTER,COLUMN MOMENTS WITH WIND,FIX COL AT SLAB,SHELTER1 J =72 S =1 P =1 LD =1 SL =2 OUT =3 R =0 F;„,1 Fix co /s 5/4 (2) col x e ,C5(1) ,(3) Fix (44 A41 c.15 R,„v b,fr AJ (y) RQ,r 1rca, tAN Nit a..�ws( Ce Is e We OPT =1 ATYP =1 GROUPS NG =1 ETYP =1 GNAME= BEAM2D COORD NC =1 PS =0 ,102 ,0 NC =4 PS =36 ,114 ,0 NC =5 PS =45 ,117 ,0 NC =6 PS =54 ,120 ,0 NC =25 PS =282 ,196 ,0 NC =26 PS =291 ,199 ,0 NC =27 PS =300 ,202 ,0 NC =34 PS =384 ,230 ,0 NC =35 PS =54 -72 ,0 NC =50 PS =54 ,108 ,0 NC =51 PS =282 -72 ,0 NC =69 PS =282 ,144 ,0 NC =70 PS =282 ,160 ,0 NC =71 PS =282 ,172 ,0 NC =72 PS =282 ,184 ,0 LN =1 NG =1,4,1 LN =2 NG= 6,25,1 LN =3 NG= 27,34,1 LN =4 NG= 35,50,1 LN =5 NG= 51,69,1 OPTION1 NLD =2 r es fi k.d., c Qt© y 0 0 5 JOINT LN =0 A =1 B =72 K= 1,1,0,0,0,1 LN =1 A =41 B =57 INC =16 K= 0,0,0,0,0,0 FORCE LN =1 A =6 B =6 INC =0 LC =1 LD =1724 ,0 ,0 ,0 ,0 ,0 LN =2 A =25 B =25 INC =0 LC =1 LD =2075 ,0 ,0 ,0 ,0 ,0 LN =3 A =6 B =6 INC =0 LC =2 LD -1724 ,0 ,0 ,0 ,p ,0 LN =4 A =25 B =25 INC =0 LC =2 LD -2075 ,0 ,0 ,0 ,0 ,0 BEAM2D PARAMETERS IFOR0 =1 EL 1 -TABLE 1 NP =1 LCN =1 E= 18E +07 A =42 19 I =640 7 GAS =0 NP =2 LCN =1 E= 18E +07 A =129 I =1548 GAS =O NP =3 LCN =1 E= 18E +07 A =129 I =387 GAS =0 EL 1 -TABLE 3 NPP =1 PRES =13 88,13 88 OFF =0 ,0 ANG =90 NPP =2 PRES -13 88, -13 88 OFF =0 ,0 ANG =90 NPP =3 PRES =2 46,2 46 OFF =0 ,0 ANG =90 NPP =4 PRES -2 46, -2 46 OFF =0 ,0 ANG =90 EL 1 -TABLE 6 LN =1 A =1 B =33 INC =1 PR =1 LN =2 A =35 B =48 INC =1 PR =2 Shelter Valley Creek Estuary Zenovic Associates IZ 9 8 7 23 CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -802C r I s Lti=3' 14=49 B =50 INC =1 PR =3 9872:3 LN =4 A =51 B =70 INC =1 PR =2 LN =5 A =71 B =72 INC =1 PR =3 EL 1 -TABLE 7 LN =1 A =1 B =33 INC =1 PRP= 1,2,0,0,0,0,0,0,0,0 NPR =2 LN =2 A =41 B =50 INC =1 PRP= 3,4,0,0,0,0,0,0,0.,0 NPR =2 LN =3 A =57 B =7 INC =1 PRP 3,4,0,0,0,0,0,0,0,0 NPR =2 EL 1 -TABLE 13 LN =1 A =50 B =72 INC =22 RLI =0,0,0 RLJ =1,0,0 EL 1 -TABLE 15 NG =1 NGEN =4 IG= 32,1,1,1 NG =2 NGEN =4 IG= 14,1,1,1 NG =3 NGEN =4 IG= 20,1,1,1 CONNECTIVITY NE =1 NOD =1,2 GA =1 GB =O GC =O NE =35 NOD =35,36 GA =2 GB =O GC =O NE =50 NOD =50,6 GA =O GB =O GC =O NE =51 NOD =51,52 GA =3 GB =O GC =O NE =72 NOD =72,25 GA =O GB =O GC =O END CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 EXPIRES 9/21/ O 1 Shelter Valley Creek Estuary Zenovic Associates I z. rs CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 Ax 3O. 'G a M _75)- oc f.--=1 LTh qt tY Cpr1 (v"F C. Po k /fix 7.7 M^ 385/00 V 17 ?_3 u L I g 33/ V r<k 40 cr l4 sg 7 2-; A o' 19Q CD tN r•f CJ a L c 1 (1 h1 0 t12 •1 0 A S 11 0 [p 14%tl 4 1• n wfd )e4& &e •c :so i I k 0,,,As /n ■e4 c �r 1 r col�aH also /L Cc4 Q,l4( of P 3 4 w /jc ,i� Gf o 9nr f b Z 9 9 1 t^F9irf ktx --)8» r. co W/ 6,4 l t q I L.14 0w4. c\. 11 9 d 01 es,!.6 .,f c l 20.1,., a. d '�`n l.) Shelter Valley Creek Estuary Zenovic Associates INITIAL TUMWATER CRK ESTUARY SHELTER,COLUMN MOMENTS WITH WIND,RESTR COL AT- 4',SHELTERI. J =72 S =1 P =1 LD =1 SL =2 OUT =3 R =0 OPT =1 ATYP =1 GROUPS NG =1 ETYP =1 GNAME= BEAM2D COORD NC =1 PS =0 ,102 ,0 NC =4 PS =36 ,114 ,0 NC =5 PS =45 ,117 ,0 NC =6 PS =54 ,120 ,0 NC =25 PS =282 ,196 ,0 NC =26 PS =291 ,199 ,0 NC =27 PS =300 ,202 ,0 NC =34 PS =384 ,230 ,0 NC =35 PS =54 -72 ,0 NC =50 PS =54 ,108 ,0 NC =51 PS =282 -72 ,0 NC =69 PS =282 ,144 ,0 NC =70 PS =282 ,160 ,0 NC =71 PS =282 ,172 ,0 NC =72 PS =282 ,184 ,0 LN =1 NG =1,4,1 LN =2 NG= 6,25,1 LN =3 NG= 27,34,1 LN =4 NG= 35,50,1 LN =5 NG= 51,69,1 JOINT LN =0 A =1 B =72 K= 1,1,0,0,0,1 LN =1 A =35 B =51 INC =16 K= 0,0,0,0,0,1 LN =2 A =37 B =53 INC =16 K= 0,1,0,0,0,1 FORCE LN =1 A =6 B =6 INC =0 LC =1 LD =1724 ,0 ,0 ,0 ,0 ,0 LN =2 A =25 B =25 INC =0 LC =1 LD =2075 ,0 ,0 ,0 ,0 ,0 LN =3 A =6 B =6 INC =0 LC =2 LD -1724 ,0 ,0 ,0 ,0 ,0 LN =4 A =25 B =25 INC =0 LC =2 LD= -2075 ,0 ,0 ,0 ,0 ,0 OPTION1 NLD =2 BEAM2D PARAMETERS IFOR0 =1 EL 1 -TABLE 1 NP =1 LCN =1 E= 18E +07 A =42 19 I =640 7 GAS =0 NP =2 LCN =1 E= 18E +07 A =129 I =1548 GAS =0 NP =3 LCN =1 E= 18E +07 A =129 I =387 GAS =0 EL 1 -TABLE 3 NPP =1 PRES =13 88,13 88 OFF =0 ,0 ANG =90 NPP =2 PRES -13 88, -13 88 OFF =0 ,0 ANG =90 NPP =3 PRES =2 46,2 46 OFF =0 ,0 ANG =90 Shelter Valley Creek Estuary Zenovic Associates CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 983 (360) 452 -8574 FAX (360) 457 -80 NPP =4 PRES -2 46, -2 46 OFF =O ,0 ANG =90 EL 1 —TABLE 6 LN =1 A =1 B =33 INC =1 PR =1 LN =2 A =35 B =48 INC =1 PR =2 LN =3 A =49 B =50 INC =1 PR =3 LN =4 A =51 B =70 INC =1 PR =2 LN =5 A =71 B =72 INC =1 PR =3 EL 1 —TABLE 7 LN =1 A =1 B =33 INC =1 PRP= 1,2,0,0,0,0,0,0,0,0 NPR =2 LN =2 A =41 B =50 INC =1 PRP= 3,4,0,0,0,0,0,0,0,0 NPR =2 LN =3 A =57 B =72 INC =1 PRP= 3,4,0,0,0,0,0,0,0,0 NPR =2 EL 1 —TABLE 13 LN =1 A =50 B =72 INC =22 RLI =0,0,0 RLJ =1,0,0 EL 1 —TABLE 15 NG =1 NGEN =4 IG= 32,1,1,1 NG =2 NGEN =4 IG= 14,1,1,1 NG =3 NGEN =4 IG= 20,1,1,1 CONNECTIVITY NE =1 NOD =1,2 GA =1 GB =O GC =0 NE =35 NOD =35,36 GA =2 GB =0 GC =0 NE =50 NOD =50,6 GA =0 GB =0 GC =O NE =51 NOD =51,52 GA =3 GB =0 GC =0 NE =72 NOD =72,25 GA =0 GB =0 GC =0 END CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 Shelter Valley Creek Estuary Zenovic Associates PI 0 61_43 T Av Ig?-0 rt V M 24 d X r CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457-8020 ,$,,C;15ThRr I 7 7 'NA.3 3./ v= 229 9 4 -3,C) V 27 tvl 80,61,1 Shelter Valley Creek Estuary Zenovic Associates Inc Ltk )6 .3.3 2_ I Kt 3? 2' l0 V `18723 INITIAL TUMWATER CRK ESTUARY SHELTER,TALL COL FIX AT SLAB,SHORT COL RESTR AT- 4',SHELTER5 J =72 S =1 P =1 LD =1 SL =2 OUT =3 R =0 OPT =1 ATYP =1 GROUPS NG =1 ETYP =1 GNAME= BEAM2D COORD NC =1 PS =0 ,102 ,0 NC =4 PS =36 ,114 ,0 NC =5 PS =45 ,117 ,0 NC =6 PS =54 ,120 ,0 NC =25 PS =282 ,196 ,0 NC =26 PS =291 ,199 ,0 NC =27 PS =300 ,202 ,0 NC =34 PS =384 ,230 ,0 NC =35 PS =54 -72 ,0 NC =50 PS =54 ,108 ,0 NC =51 PS =282 -72 ,0 NC =69 PS =282 ,144 ,0 NC =70 PS =282 ,160 ,0 NC =71 PS =282 ,172 ,0 NC =72 PS =282 ,184 ,0 LN =1 NG =1,4,1 LN =2 NG= 6,25,1 LN =3 NG= 27,34,1 LN =4 NG= 35,50,1 LN =5 NG= 51,69,1 JOINT LN =0 A =1 B =72 K= 1,1,0,0,0,1 LN =1 A =35 B =35 INC =0 K= 0,0,0,0,0,1 LN =2 A =37 B =37 INC =0 K= 0,1,0,0,0,1 LN =3 A =57 B =57 INC =0 K= 0,0,0,0,0,0 FORCE LN =1 A =6 B =6 INC =0 LC =1 LD =1724 ,0 ,0 ,0 ,0 ,0 LN =2 A =25 B =25 INC =0 LC =1 LD =2075 ,0 ,0 ,0 ,0 ,0 LN =3 A =6 B =6 INC =0 LC =2 LD -1724 ,0 ,0 ,0 ,0 ,0 LN =4 A =25 B =25 INC =0 LC =2 LD -2075 ,0 ,0 ,0 ,0 ,0 OPTION1 NLD =2 BEAM2D PARAMETERS IFOR0 =1 EL 1 -TABLE 1 NP =1 LCN =1 E= 18E +07 A =42 19 I =640 7 GAS =0 NP =2 LCN =1 E= 18E +07 A =129 1 =1548 GAS =0 NP =3 LCN =1 E= 18E +07 A =129 I =387 GAS =O EL 1 -TABLE 3 NPP =1 PRES =13 88,13 88 OFF =0 ,0 ANG =90 NPP =2 PRES -13 88, -13 88 OFF =0 ,0 ANG =90 NPP =3 PRES =2 46,2 46 OFF =0 ,0 ANG =90 NPP =4 PRES -2 46, -2 46 OFF =0 ,0 ANG =90 CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 Shelter Valley Creek Estuary Zenovic Associates Inc is 4 EL 1 =TABLE 6 LN =1 A =1 B =33 INC =1 PR =1 LN =2 A =35 B =48 INC =1 PR =2 LN =3 A =49 B =50 INC =1 PR =3 LN =4 A =51 B =70 INC =1 PR =2 LN =5 A =71 B =72 INC =1 PR =3 EL 1 —TABLE 7 LN =1 A =1 B =33 INC =1 PRP= 1,2,0,0,0,0,0,0,0,0 NPR =2 LN =2 A =41 B =50 INC =1 PRP= 3,4,0,0,0,0,0,0,0,0 NPR =2 LN =3 A =57 B =72 INC =1 PRP= 3,4,0,0,0,0,0,0,0,0 NPR =2 EL 1 —TABLE 13 LN =1 A =50 B =72 INC =22 RLI =0,0,0 RLJ =1,0,0 EL 1 —TABLE 15 NG =1 NGEN =4 IG= 32,1,1,1 NG =2 NGEN =4 IG= 14,1,1,1 NG =3 NGEN =4 IG= 20,1,1,1 CONNECTIVITY NE =1 NOD =1,2 GA =1 GB =O GC =O NE =35 NOD =35,36 GA =2 GB =O GC =0 NE =50 NOD =50,6 GA =0 GB =O GC =O NE =51 NOD =51,52 GA =3 GB =0 GC =0 NE =72 NOD =72,25 GA =O GB =0 GC =O END CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 It EXPIRES 9/21/ 01 Shelter Valley Creek Estuary Zenovic Associates lq 4 Z3 A sheltsc I ,from run shelter5 (S c A a A� wind,1 /2snow 14 to lat for maximum axial =2.1 24f,V8,wet, df incised P 7770 E 1 1424430 F 0X 1024 b =10 75 d =12 c =.9 K 418 K F cE 1 F011 Fcx F012 =F cx el" d� K F cE2 2 e2 b l =353 1 e2 353 F cEI 1+ F cx 2c 1+ F cE2 F cx 2c F ci Fci2 if Fc12 <Fci1 F oil otherwise F cE 1 688.067 F 552.185 2 1 F cEl F cx 2 -c 1 2 1 cE2 F cx 2c F C1 503 484 CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 TUMWATER CREEK ESTUARY SHELTER CANTILEVER 10 3/4 X 12 SHORT GLU -LAM COLUMN CAPACITY Simple Solid- column Design. P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors le l= effective length primary axis 1e2= effective length narrow axis d= wide face dimension b= narrow face dimension c1= 0.8 for sawn lumber ci= 0.85 for round timber piles c1= 0.9 for glued laminated timbers KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber FcE 1= strong buckling factor FcE2= weak axis buckling factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio cEl F cx Fcii 602.127 F cE2 F F 012 503 484 Shelter Valley Creek Estuary Zenovic Associates i x=* 1/0/ �70NA1 EXPIRES 9/21/ 9 20 1%7z3 f P f 60.233 c db c f SR SR =0.12 F ci Flexure with Axial Comnresston M 1 582400 M 2 5 Fbli =2611 F b21 1578 K b .609 K cE 418 M 1 .6 f bl fb1 =2.257 10 b d M 2 '6 f b2 f b2 =0022 d.b R le2d RB =6.054 b 11 F =KbEE1 FbE =2.367 104 B 2 2 CSR f cc f b1 f b2 F cl fc fc fbl F b11 1- Fb21 1 F cEl `F cE2, F bE, CRAIG R OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 M1= strong axis moment, pound inches M2= weak axis moment, pound inches Fb 1 i= allowable bending design value strong axis Fb2i= allowable bending design value weak axis KbE= 0 438 for visually graded lumber KbE= 0 609 for products such as machine stress -rated lumber and glued laminated timber KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber fb1= pnmary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combined Stress Ratio CSR =0.962 Shelter Valley Creek Estuary Zenovic Associates shelttcl,from run shelters (c-NtA) wind 1 /2snow 15.33' to .sL t's for maximum axial K 2 1 24f,V8,wet,df, incised P 10530 F =1024 b =1075 d =12 c =.9 K F cE l F ci l =F ex F c12 =F cx l el ,d, K cif Ei FcE2 2 1 e2 b, E i 1424430 E $33x 1 FcEI F cx 2•c F c1 Fc12 if Fci2 <Fc11 F Cl 1 otherwise G3 1 =387 I5 33x)2, 2 1 e2 387 K 418 F cEl 572.477 F cE2 459 423 1+ FcE1 F cx 2-c 1 1 F cE2 1 IF cE2 F cx F cx 2c 1 2.c1 CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457-8020 TUMWATER CREEK ESTUARY SHELTER CANTILEVER 10 3/4 X 12 TALL GLU -LAM COLUMN CAPACITY Simple Solid- column Design. 2 F cE2 F cx F ci2 428.575 F 428.575 P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors lel= effective length primary axis 1e2= effective length narrow axis d= wide face dimension b= narrow face dimension ci= 0 8 for sawn lumber ci= 0.85 for round timber piles ci= 0 9 for glued laminated timbers KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber FcE l strong buckling factor FcE2= weak axis buckling factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio F cE l F cx, c c Fed, 519 105 It Shelter Valley Creek Estuary Zenovic Associates i x EXPIRES 9/21/0 2 1S7 f P d•b SR f F ci Flexure with Axial Comnresston M 1 497800 M 2 5 Fb =2611 F b2i 1578 K =.609 K 418 fbl =M 16 fbl 1.929.103 b•d M f b2 f b2 =0.022 d b R let RB =6.339 b FbE FbE 2.159.104 R B CSR f c •2 F f c 81.628 SR 0 19 f b1 I f F bli 1 c F cEl, CRAIG R OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 M1= strong axis moment, pound inches M2= weak axis moment, pound inches Fbli= allowable bending design value strong axis Fb2i= allowable bending design value weak axis KbE= 0.438 for visually graded lumber KbE= 0.609 for products such as machine stress -rated lumber and glued laminated timber KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber fb 1= primary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combmed Stress Ratio F b2i 1 f b2 f cE2 f bl F bE CSR 0.898 Shelter Valley Creek Estuary Zenovic Associates Inc. F 1571 b =1075 d =12 ci =.9 K FcEI .z 1 el d K F cE2 2 1 e2 Fc1l Fcx F ci2 =F cx ,b, 1 el 387 1 =387 K 418 1+ F cEl F cx 2c F ci Fci2 i F c12 <F c11 F ci 1 otherwise F cEl 572.477 F cE2 459 423 CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 sheltncl,tall yy axis TUMWATER CREEK ESTUARY SHELTER wind,l /2snow 15.33' to lat supt slab,k =2.1 CANTILEVER 10 3/4 X 12 TALL GLU -LAM 24f,v4 wet,df, incised COLUMN CAPY w/ NARROW AXIS WIND P 10530 E i 1424430 Simple Solid- column Destan. i x=* 2 1 F cEI F cEl F cx 1 Fcx 2.c i c i 1 IF cE2 1 I F cE2 2 F cE2 F cx F cx F cx 2.c 2.c C F 442.108 P= column load El= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors lel= effective length primary axis 1e2= effective length narrow axis d= wide face dimension b= narrow face dimension ci= 0.8 for sawn lumber ci= 0.85 for round timber piles ci= 0.9 for glued laminated timbers KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber FcE1= strong buckling factor FcE2= weak axis buckling factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio Shelter Valley Creek Estuary Zenovic Associates z3 9ce 7 A f P d•b SR f c F ci Flexure with Axial Compression M 2 437172 M 1 5 Fblr =2611 F b2i 1578 K bE .609 K cE 418 M fbl d 2 b•d M 2 .6 fb2 b2 d• b l el d R B 2 b f =81 628 SR =0 185 fb =0019 f b =1.891 10 R B 6.339 FbE F bE =2.159.10 CSR R 2 B f ,2 c F ci Fbli 1- f bl f c F cEl, F b2i 1 CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 M1= strong axis moment, pound inches M2= weak axis moment, pound inches Fb 1 i= allowable bending design value strong axis Fb2i= allowable bending design value weak axis KbE= 0 438 for visually graded lumber KbE= 0 609 for products such as machine stress -rated lumber and glued laminated timber KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber fb1= primary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combined Stress Ratio fb2 f c if b1 2 F cE2 F bE, CSR =1 492 Shelter Valley Creek Estuary Zenovic Associates 24 18723 sheltnc2,tall yy axis wind,1 /2snow 15.33' to lat Supt at slab,k =2.1 comb 5.wet,df, incised F ex 2285 b =10.75 d =12 ci =.9 K F cE l 1 l el ,a, Fcil Fcx Fci2 Fcx K FcE2 e \2 2 b 1 e l 387 1 e 2 387 K c E 418 F cEl 636.339 F 510.673 1+ FcEI 1+ Fcx F cx F cx 2.c i A 2 -c c 1 FcE2 F ex 2•c i Fci Fci2 if Fci2 <Fci1 F ci 1 otherwise CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 TUMWATER CREEK ESTUARY SHELTER CANTILEVER 10 3/4 X 12 TALL GLU -LAM COLUMN CAPY w/ NARROW AXIS WIND P 10530 E i 1583330 Simnle Solid- column Design. 1 x=* F CEl 2 1 F cE2 2 F cE2 F cx 2c 1 c F 496.866 P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustuient factors 1e1= effective length pnmary axis 1e2= effective length narrow axis d= wide face dimension b= narrow face dimension c1= 0.8 for sawn lumber c1= 0.85 for round timber piles c1= 0.9 for glued- laminated timbers KcE= 0.3 for visually graded lumber KcE= 0.418 for products such as machine stress -rated sawn lumber and glued laminated timber FcE1= strong buckling factor FcE2= weak axis bucklmg factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio 2s 5'8723 Shelter Valley Creek Estuary Zenovic Associates f P c db f SR F Flexure with Axial Compression M 1 5 M 2 437172 Fbli =2611 F b21 2611 K f 81.628 SR 0 164 609 K cE 418 M 1 .6 f b1 fbl =0.019 b•d fb2 =M26 fb2 =1891 10 d•b RB l e2d RB =6.339 b F bE =KbE'2 F bE =2.399.104 R 2 CSR f f b ,F Fbli 1– f CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457-8020 M1= strong axis moment, pound inches M2= weak axis moment, pound inches Fb 1 i= allowable bending design value strong axis Fb2i= allowable bending design value weak axis KbE= 0.438 for visually graded lumber KbE= 0.609 for products such as machine stress -rated lumber and glued laminated timber KcE= 0.3 for visually graded lumber KcE= 0.418 for products such as machine stress -rated sawn lumber and glued laminated timber fb 1= primary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combmed Stress Ratio F b21 1 f b2 I f 'f c bl `F cE2, F bE CSR 0.889 Shelter Valley Creek Estuary Zenovic Associates d sheltnc3,tail yy axis wind, l /2snow 15.33' to lat Supt slab,k= 2.1,spe cial comb,wet,df, incised P 10530 E 1 1424430 F 1571 b =10.75 d =12 ci 9 K 418 K F cE2 2 1 e2 b Fci1 =F cx F ci2 F cx l =387 1 e 2 387 K cE' F cE 1 2 F cE l 572.477 1 e1 a l FcEl F cx 2c 1+ cE2 cx 2c F c1 Fc12 ff Fci2 <Fci1 F c11 otherwise F 459 423 TUMWATER CREEK ESTUARY SHELTER CANTILEVER 10 3/4 X 12 TALL GLU -LAM COLUMN CAPY w/ NARROW AXIS WIND Simple Solid column Design. 2 1 F cEl F cx 2c F cE l F cx ci 1 F cE2 F cE2 F cx, 2•c 1 CRAIG R OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 F C1 442.108 P= column load E1= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors le l effective length primary axis le2= effective length narrow axis d= wide face dimension b= narrow face dimension ci= 0.8 for sawn lumber ci= 0.85 for round timber piles ci= 0 9 for glued laminated timbers KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued- laminated timber FcE 1= strong buckling factor FcE2= weak axis buckling factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio F cx, c Shelter Valley Creek Estuary Zenovic Associates Inc i x=* 9a 723 f f 81 c d•b c SR f F ci M 1 .6 fbl 2 b•d R leld B 2 b SR =0.185 Flexure with Axial Compression M 1 5 M 2 437172 Fbli =2611 F b21 2394 K b .609 K cE 418 fb =0019 M 2 .6 f b2 fb2 =1.891 103 d• b R 6.339 F K bE E 1 bE FbE 2.159.104 R 2 CSR f fbl FC1 f F b11 1– F cEl, Fb21 1 CRAIG R OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 M1= strong axis moment, pound inches M2= weak axis moment, pound inches Fb 1 i= allowable bending design value strong axis Fb21= allowable bending design value weak axis KbE= 0 438 for visually graded lumber KbE= 0.609 for products such as machine stress -rated lumber and glued laminated timber KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber fb1= primary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combined Stress Ratio f b2 f 1 f 2 cE2 F bE, CSR 0.995 Shelter Valley Creek Estuary Zenovic Associates S ew ey PMd J co r1 A,N, )6 4.{ Xs• (1 ag f7'r z 9 3572' G 587 S l A (Z3 3s 72-) i) (ph )t) 33)(200(2 c% d` S, IZC A (2 34)( -7 ofl7)(I33)(Zo 1 t )a /I 3(0, -ss2) r.2? 227 e )40 Co1U Pi.. p ®v, 2.24 CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 (Z9,._q z lop 9c 1' "i (,o c) pAx 2_ 1(7, "jo2)4 5x°1 c �,C1 NG. k 4 9 cd,,,./4/./ 4)% /��p- ?ei• 14 Shelter Valley Creek Estuary Zenovic Associates )o 3z 4 ZCo(, t7 .6 Mn via_ .(e" I te))1200) z6 _�L cs,Ls r,( $y,,cL o ,s IF s7� �K P- 1 M n L �120 1 =252 P 3 q6 A �1 S3 Y NA -1 23 I ,2_1('‘ 2- x 2 Ca 4 N Q ,a�" )o rS UaS` Q x n X v a TS 4 4 7/11 3! 2J It II 23\ 1 s6 raj La�3 1 4 SO 1 X 1 o x vq 1J�` S t 1 tq r' O y 2 ')9 t Zl I V U L G R. OWES sneer CRAI 62 Consulting Structural les W A 0 220 1�� St. 574 FAX (360) 457-8020 4 .^TtC1 S et. (ng aQ 1'Q Z�i 2 E 1 =04 azi) Q0 yy TsS“'�'i-4 Gr b 0,So .„0,-------- �Z� r O e," fi cox, -7-2 Ks, 3 i 2 r S6 fv a, b 0/7 so t Shelter Estuary r Valley c and Ass ociate' 0 CD r -10 g JZ (gJ (I Z) =-537 2 )00 k7_`t\V Y HEX ATM 4.$ 7 2 r ia,31 .{.�L a /ef+yY HEY N v'rj Q N dtA 17^ J J__ n) A3 Tx/rLD Ro 77) 7 G �y (\f\ "L 1 (2 �J0 gSJ� M ‘k (Ae? 1 )-7:75. 'T`i-, A (.31:0)/0)(1,0 0 ("al) 636, CRAIG R. OWEN Consulting Structural Engineer WA 98362 220 E. 1st St. Port 1 (360) 452 -857 FAX (36 457.8020 tt, ottA fts ),7,r)( tf'o'oNJ 642 w, 2 3J r:i 1 11% K ce_ 0 A KrL r■ cue 524"4.46,, goc b =3, z9,i r 2 41- 9 -1 9/21/ 0 4 7 u v Shelter Valley Creek Estuary ZenOV %C and Associat A d/ toy e �D�s 0 /4 0 ex j`wfa‘ ,44- a VI �1 fp x I ri 4 QN,i ¢O, F )�20 30 7.9 6 T- %loxSA z )1S) 3.73 0 0 0 P CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 17175 J 1 r tZ:st4.9) c 4 EXPIRES 9/21/ T 2 6 2 7 A) 2,5 .00 -C 8 g a z2 1,s( 39 32 987 6 2 `C t.-/c .i Z2 ;21 r (9 j' 40-LA ?cir lg I 2 1 G 2g 1, .3 (N a 5)443 ct.44.AAA- c__10.e 46 4- 0( 7`4 6 k 20 U Cie t wr.,) (2) 0 I9 3 Shelter Valley Creek Estuary Zenovic and Associates 5k /ifo t, 67 o Sy X 19 G f7T G t W ><v n�s N 0.3/1 X C� Mg 4/ Arlo N S CA L co n1'l CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 )1, Z 9 `f ---,-v, .4 i 0) f I i E rr .....,6,›-I i ib LL-4 H ts-• L x ht Lg A' 3 moo/ Shelter Valley Creek Estuary Zenovic Associates A 7-9f/03 cp 111 Vg>< }3k'.6 0-9't 06. G L c3LQCK SPA4)Yi LA -TIDE l T� e S e (e- .5 o 9 'v4.0Aots pi h 2 Spa ,NCO„' 8 /2 .5 Loeg 3/ 3/ 9/ ,AY e 3' NO iTh 4 I, p P /i r� J�eyoNi s H- aar. x 4 A a4J: cr r r vJ e L p /...)32114 l Z ,bC T A) L 4J 1'4 J +s f c va a;6o ve Q S i x .q 4 i CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 cJ 'f J Q 1 345x)3.4 �3 GkOs Shelter Valley Creek Estuary Zenovic Associates 1 .B 92721 bhz. lo ti/ Are