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HomeMy WebLinkAbout1502 E Lauridsen Blvd - Multipurpose Classroom Technical - BuildingTECHNICAL Permit 7-35 Address 1502 La,uv;dse.r, glvol Project description M ul i purpo se C 5s t rYN 1 CLUk '`1 ?QN1flJ& CWeele, Date the p ermit was finaled 0 Number of technical pages C\ o 3 lr t c) C35- i"1 1- 1 GX p o= 'J R C 0, CRAIG R. OWEN Structural EnWA 9 8362 Consulting Port Angeles, 57.8020 220 0'452 8574 FAX (360) (36Q� t 4 1562- e 5C oo1 t pE-i P 2— 51,53 TAf r ?N os -5 IN; Ty o6 ir I.." )2„ g 12,194, I WiUltipU( ►aase Classroom Facility penmstila Collegeod's Olym pic Design i 3'4 y cs e o"' c. r v G, 3 t 1. ei 1 `tJ. 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Multipurpose Classroom Facility Peninsula College Olympic Design Works 3 re c•lRES 9/21/ ce4 a/c), r, 7, CRAIG R LOWEN, consulting Structural Engi nee 'f.,_ _1st St::-�:'PortCAn Ips, WA.983 2201E. 2 (369 _452857 x FAX 3 60)' -45 =8020 )3 7; .1 3/ lg Zs .0 N fre"f )2j (5) 2 (,67, ;(k. t,6) z,- Z q I/5 z.'7 k' 7,1) 3// o Z� 20 ,J) 33 fa tow 0 >>f)- (YJ 6184,6"45.0 3 (0 (IC f0 IA cl 3.3� -9 Z �5). 7 z�� 2 /13_ �C34 -45)z ?ss 29,3 Z0.3 /wt. 34 0 -t Ac% �3 1 X2 3) Z, 6 2 3 Z oj� 3 23 9� q co3 e ),5 (23.7) 6 0 f -x,(49 V 1.5) 8 Z V p .5 =czCt C4,., a 0 1 *(0+ (6J40-19= 3-3(01 ar• 550 )73.7 a t: 4.,,toc.0 0- t )25— 371A4 G 4 4,, ti )0,i »i Q. vcJ g, yzi( 33)(,i) 89 194,al A L1 14441c 14441c j oulcr e11 i y ()4'0 1 2/60 c,11 ii cl sG -L 6 s 4/ '0v?./`` 4-i ty Y )1A-V /82.2_2/ z 3313 34 3j /L) Multipurpose Classroom Facility Peninsula College Olympic Design Works 12 0o EXPIRES 9 /21/ C t /P) f� t 3 l le f x )7 28,5 1J= (9 ),85 7 j1 2,s %4 Z 1.2 g 1.41 Myr SA' Z CRAIG R O nsulti g ru r= Fl ,,y w truetural �Engineer��� �w� �1Str mag i n e° fish YIA 836 St.= �RorC��n tes 452f8874 CFA 0 33605 457402 .ci, v. 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Consultin Str'"ctura En neer 22+t Ec 1st'�Sttti, Poi :Aiii'° rites; Vi 98362 4460);4021p, 4: FAX 360). 457 7600 rsi FK-. 0)07, /ono7 (z)PS eel 11 Se_ 14 (0 y 1031_ 75 7± e_. 6 21 PJe_►c°f j j w� Op 0 =3, (Z c we") (,3 -13)x) My 6. i( /3 (1,y-v) 3.3 %/205 (3,5) 7, 9 /33f83,? Q R to`J L9 2S S) 62.2 44414 Y' s eye. 17 JDo w�� 2 2 /1 4 4, 33 t om► -733 v/ ,e/ 3.3 7 7 9 E ¢15� 12_ 53, -5 7 *3• c/o; e 371/x` Multipurpose Classroom Facility Peninsula College Olympic Design Works )6 co)73 ctx 2 Xr (z z cs' os 2/511 I A z 147 197 Is zAW" ets'' s-ta 6bee ,2/1 e.th Qe_ 4 fy .9 0 Multipurpose Classroom Facility Peninsula College Olympic Design Works I 00 73 M 04,i4 CRAIG R. OWEN Consulting:Struetural Engineer 2201E 1st St Port `Angeles; WA 98362 (36O)452-8574 FAX;1360) 457.8 20 q` (31'5 7.) t2375" 3' Yz Multipurpose Classroom Facility Peninsula College Olympic Design Works )8 c 17 3 I ..5TU p W %ND zsN X5 L. CRAIG. R. OWEN,,,, Consulting StructuralIEngineer: 220 E. ;1stiSt: ;Port Anje[es; WA';98362 (360)452= 8574'- .FAX 360)''•457 8020:.:,, 2 Piz 6Cypo��) 7)(/ e.; 2)s3P r6 3 3)6/3)r)12) Z! $J /99'9 +T2 y? LS' 1 3 33)() 6cc ?33;5 3 t .70 1-. 25) it Zx 8 1.)/# /6 6eis t 3y 1sz Atc, F, X41, 1l1z)gz59tt„ M 33)4 9', A 77//'4)0 Z/j/ frit* 1 V 1 4112- 41 a.al 4 0c, Il20& e_.G zo) c ?S$a,ot c, L (l, 331'29,41-00 27J) )2s t- a „aQ: Crt (r c„ l)5oo)( NA. 17F `()04dx /.)s!() 3 F_ ,517 )7oc�) ON I tlo /40,3 26.90 2392 l-b 3s gg 1 2 1 11 =/700 Multipurpose Classroom Facility Peninsula College Olympic Design Works 19 it e 19 00 i7 Dr°p r Z o1 3 r e c a4 e 73 5 33 f -)13 4-113 259 CRAIG R. OWEIV Consulting- Str'uct ral:Engineeir-' 220 E Yst "St: ReidAyiielisTWA1913362 (360) 452.8574 'FA360)- "457 =8020 (0 i t 4631 42.A. 1F" POW 32.5 814- 8T -17o +(s ,7 1 125E 616 -t 84 4 7,0 111, baad. 3 NT g8 i s� (25 9)70 7 9 Z ,F— j9 7 o7) 8 13 X 76 M ,,46t4 J x (312)t)_Z l 39/6 1611 r 616 13,2x k°° 710 'L 11• 4 626 t 00/ 73 Multipurpose Classroom Facility Peninsula College Olympic Design Works IZ Z9�ty1F ,3 z);, `8 y f,29 ,1 3 1 z 20 230 P /4. J9>9 `1 b4,CM r2406 20 2-q 3 89)2-ed.., 4 cp :s9 z (13 )o„5 i- a 5 -.9S 6 4 -Tkr wr z 3,62 3 30 3 g (1 ,,,e 2: 3CG 03 J5) -'11/2"*5)/ .1•37 72 z. 2[4h1‘.4 -i-6,5j Z g6. 7R., EXPIRES 9/21i 5 G7) 0 CRAIG; R? -QWEN Consulting Structura Eng ii�ee l. 4 220 E. 1 'st� St. Port An eles; WA 98362' -1 I (360) 452.8574: FAX360)457.8020 /z, z� 3S= 25',4 e Y� (3.) 3�-� 34 Na ANA. 2 29 fi- -3.S Z34 7 -1 4 2_ JS/ Z 434 1- 7oss; I ?5/ L te"j w An1 Lc( uke. <Q.,„674b 19, S !Qif o vt Multipurpose Classroom Facility Peninsula College Olympic Design Works 2l 0 0/73 0). C.)(0 0 5>( 6 i0,5 Z 20.g 223 '12 ectx-�� O lse e--r.; w, a a ,ri+ 1 ,Me. \"4-- Q e, .1, A k4 4,9 o 1 nia c.QQ,a i j` 3 <e.r 1 4. CiN C� d o) ,4 T S s tIC T lbw g ;fie iNT 4.4.0 n f I C 2o EQ?1 IA) J,` oilaop4.. I' ^'IAA-44. u✓ia e CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port An eles, WA 98362 (360) 452 -8574 FAX g (360) 457 -8020 Multipurpose Classroom Facility Peninsula College Olympic Design Works Z Z, Oo t7 pencoll 11 3 long 1.5x5.5df #2@ 16 "wind +1 /2 snow Simple Solid- column Desmn. P 1222 E i =1600000 F =2376 1350x1 lx1.6 b =1.5 d 5.5 c =.8 K =.3 K FcEI =1 2 1 e1 a, K cE E FcE2 1 e2 b Fc1i F cx F c12 1 e =135 l e2 6 1+ F F cx 2c 1+ F cEl 796 708 �F cE2 cx, 2c F ci F ci2 if Fc12 <Fc11 F cl l otherwise FcE2 3 10 F cEl 1+ F cx 2•c 1 1+ PENINSULA COLLEGE MULTI PURPOSE RMS STUD CAPACITY 2 2 F cE2 F cx 2-c F C1 731 608 CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457 -8020 P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors 1e1= 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 cEl F cxi C F cE2 cx, c 731.608 F ci l i x= 2.3 00173 F 2 2 3 3 7 10 .56 EXPIRES 9/21/ P Multipurpose Classroom Facility Peninsula College Olympic Design Works I f P c d•b f 148.121 SR c SR 0.202 F cl Flexure with Axial Compression M 1 4999 M 2 =1 F b11 =2153 900x1.3x115x1.6 F b21 2476 2153x1 15 K bE 438 K cE 3 M fbl 2 b.d f b1 =661 025 M26 fb2 =0485 fb2 d b 1 R R 18.166 2 b FbE K bE E 1 FbE =2- 124 10 R /f •2 CSR c f b1 f F cEl, Fb li 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= pnmary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combmed Stress Ratio F b21 f b2 '2 f c f bl F bE 5/3// EXPIRES 9/21/9 CSR =0418 Multipurpose Classroom Facility Peninsula College Olympic Design Works pencol2 16' long 1.5x5.5df #2@ 16 "wind +1 /2 snow Simnle Solid column Design. P =125 F cx 2376 b =1.5 d 5.5 c =.8 K F cEl 2 l el F K 1 e2 ,b F 011 =F cx F ci2 =F cx E i 1600000 1350x1 lx1 6 1 =192 1 =12' K =.3 F cEl 1 Fcx 2.c F cEl =393-88 1 F F cx 2•c 1 F c1 Fci2 if Fc12 <Fc11 F ci 1 otherwise FcE2 =7 PENINSULA COLLEGE MULTI PURPOSE RMS STUD CAPACITY 1+ F cEI 2 IF CM F cx F cx 2•c c 1 1 FcE2 F cE2 F cx F cx, 2c F C1 379 457 CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 P= column load E1= 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 c1= 0.8 for sawn lumber 01= 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 l strong buckling factor FcE2= weak axis buckling factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio c F 379 457 F ci2 2.194 10 1 x=* 25 1 1 EXPIRES 9121/ 0 Multipurpose Classroom Facility; Peninsula College Olympic Desian Works 1 f P f =15152 c di) c SR f F c1 Flexure with Axial Compression M 1 =10112 M =1 F bii =2153 900x1.3x115x1.6 F b21 2476 2153x1 15 K bE 438 K cE .3 M 1 .6 f b1 2 b•d M 2.6 f f =0485 d- b SR 0 04 RB leld RB= 21.664 b 2 F bE bE'E F bE =1493.10 R 2 B f ,2 CSR F c1 fb 1.33710 f bl c Fbli 1 F cE 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= pnmaiy axis bending stress fb2= flatwise bending stress FbE= cntical buckling design value for bending members CSR= Combined Stress Ratio F b2i 1 EXPIRES 9/21/ 0 1 f b2 2 f c f bl F cE2, F bE, CSR 0 648 Multipurpose Classroom Facility Peninsula College Olympic Design Works pencol3 20' long 1.5x5.5df #2@ 16 "wind +l /2.snow Simole Solid- column Design. P' =125 Fcx 2376 b =1.5 d 5.5 c =.8 F cEl =KcE E1 2 FcEl 252.083 l el K FcE2 2 l e2 ,b Fcil F cx F c12 F cx d E i 1600000 1350x1 lx1 6 1 el 240 1 e 2 K =.3 1+ cEl CX 2c 1+ FcE21 cx, 2c F c1 Fc12 if F c12 <Fell F cl l otherwise F cE2 7.5.103 PENINSULA COLLEGE MULTI PURPOSE RMS STUD CAPACITY 2 1+ FcEl cx 2c 1 �F cE2 2 F cE2 F cx F cx 2•c c F C1 246.382 CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 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 FcEl= strong buckling factor FcE2= weak axis buckling factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio cE1 cx, c F c12 =2.194 10 x F cl l 246.382 EXpines 9R1 /Q I Multipurpose Classroom Facility Peninsula College Olympic Design Works f P d-b f =15152 f SR SR =0.061 F ci Flexure with Axial Compression M 15800 M =1 F bll 2153 900x1.3x1 15x1.6 F b21 2476 2153x1 15 K 438 KCB =.3 fb1= pnmary axis bending stress fb2= flatwise bending stress FbE= cntical buckling design value for bending members M 6 1 CSR= Combined Stress Ratio fb f 2.089.10 b d M f b2 f b2 0.485 d• b RB leld RB= 24.221 b K bE.E 1 EXPIRES 9/21/ O 1 F bE FbE =1 195.10 3 R 2 B \2 CSR /fc fbl ,Fcl Fbli 1- fc F cE1� 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 11= 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 f b2 I I C f b1 F cE2 F bE CSR =1 036 Multipurpose Classroom Facility Peninsula College Olympic Design Works