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e �2 _ RED DIED 6'� , = Y 4 P • — \ ° °' — c8 OCT 1 2013 CITY OF IGARD BUILDING !VISION b 8 6 I I 1 0 o„ o i 6. CI OF TIGA2D `` Conditionally Approved [ ] See Letter to: Follow [ ] 6' Attached F i � Permit Number: a) 01 - � � — — — Addr Z O �C.t) a (�3t -- 6 \ By: _ Date: CQ� . »' , »-° Approved plans J shall be on joll site. FILE COPY b oI D Q �� ' R A T,0 * - , "� a 1 a•ion \ • .,4 . ni n r �� m Ap A-- ,' A _ .._____ 4. , H 1 , 1 › . YY T[GARD CENTRAL (k.) I Z INDUSTRIAL. PARK ►. o. w.mo� w....a. 0o ew axe xw r fmlm. i j L I — � �. C TIGARD CENTRAL INDUSTRIAL PARK CEDARLAKE COMPANY, INC. BRACING FOR EXISTING PARTITION WALL JP 10 -8 -13 JOB # 17120 J " uCTU I0 /BI / c.,co PROFF l nt cr. / a 12062 OREGON cb , 20, 1° `t>)O 9if W.PP� I " RENEWAL DATE: 12 -31 -2014 l CONTENTS: 17120 -1 THROUGH 17120 -4 PARKIN ENGINEERING INC. CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. (360) 694 -8378 VANCOUVER, WA 98686 FAX (360) 694 -3376 VVWW.JOHNWPARKIN.COM PARKIN ENGINEERING INC. CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. (360) 694 -8378 VANCOUVER, WA 98686 FAX (360) 694-3376 e t (1- 4-1. [ 1r Q , erN(L- P tun n 0, 4 w t) b J) 3 . C :.1 �.l i (6) - 0 r3 4.0 r rr,,>,� 113) c'L R.rtd1S .......-- 1r �M r 4-___- . i . °. `Ira. ........ ._.... ... ____ . _ . . \ ?cit, V 11-C g. A a � � �. c. -. ,G, I ..r•-‹ * 8 !ZV — \ i7lif, e1 E i(11_4A tX4 .s # r I - i*. L . .›, to e, f (6 - # 6 cr.gra • • �0 RI mom, • 3 0 4 v l i t - or '.. • se.,441,13. to IV 0,c, 70 IT - SMITH-ROOT INC. A member of the Smith -Root, Inc. t.ehn oloer For rshenes Come .= family of businesses www.johnwparkin.com PARKIN ENGINEERING INC. CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. (360) 694 - 8378 VANCOUVER, WA 98686 FAX (360) 694 - 3376 " T r C 1 -, 1 i.-p C ?} - n t ei`l- 1 ) p , ;' ry i' ro ` '7 + , ' -I' - -4, r ( - 2 1 -0-0 1-Dis 1 75-- 0 .v It J . • ■ i I S(Jo C4P,4 - C -cg < C o;a�) s -( ro t )4- cm - r - - e . y- id4 n4 S, 9a C -I - A -` - nura. C-k "(` L -4-v (r -i - 'S" 'i- 1 c- ) - 1 , . S 1 i...9 t.6,00 V D T )vs L3 . 1 4.,.. , C 1.---t ti , ,t. 9 y .4. r?,-- I SMITH-ROOT INC. A member of the Smith -Root, Inc. 4 t� 0 t F C in c�opy tur FiF ii[on .,v. family of businesses www.johnwparkin.com PARKIN ENGINEERING INC. CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. (360) 694 -8378 VANCOUVER, WA 98686 FAX (360) 694 -3376 I \` , b I (1,02_ _ I 1l , f )0 1 . 10 4 ( 4 oaVt .CI1 - K --1 - ::: A-- ,r) L? :Ig1 I ; 6 ' fl • ' I l l 2-+ 1,4-1 S x' G is ` )--4._ %1a1 -111., tt s4 Co I. (6- Z.2.-1 • i • A. ,,,,,km z , 06 23 - �� X6$3 0 1,.t 11 11 -11 u to 000 ( ) K. • fn� l i t , � 4 �� P I O t . II 1-7 1. Z,. = ttil t..{. IL , . A. T -. ),--N.,1 d Lt 6 {- L :e • 'ID t ' 7. a .� - J ` 2 .g -1._ , ) I 1 t•- ' SMITH -ROOT, INC. A member of the Smith -Roo[, Inc. iPihnologpfoi FhL�ne, [o� :arvanan family of businesses �► www.johnwparkin.com 1 - iIA,0 --4- . PARKIN ENGINEERING INC. Il.- ill' CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. (360) 694 -8378 VANCOUVER, WA 98686 FAX (360) 694 -3376 6 CA-n.44 u ti., t (0 , LU ) , a, ( 2 7 Cri'1, �) t e - I tLC: /0 r !k¢ I IA.) i Jof , 4 <-a r f i_ \\ 00 2 L. i Off`- f u It t. -/rJ,S GOrd jam" - 3 e _ (F? ?L u SMITH-ROOT, INC. A member of the Smith -Root, Inc. t.� no6gttur�dwk, family of businesses ►, www.johnwparkin.com • • E M C Steel Framing and Metal Lath VIPERSTUD' INTERIOR NON-LOAD BEARING STUDS CEMCO NON-LOAD BEARING STUD PHYSICAL PROPERTIES Dross Efficiive ProPettie; 5 K1 Torsional Properties :•• Product Area Weight Ix Rx ly Ry lx Sc Me lx1000 Cw to Ro Beta (in') ((h/f1) (in) (in) 001 Ills) Nil 10 I (in.16) (i1 100) (in) (in) 1620512515 0.0663 0.235 0.0314 0.688 0.0133 0.448 0.0288 0.0223 666 0.531 0.0077 -1.010 1.28 0.382 16288512523 _ 0.0852 0.301 0.0401 0.686 0.0170 0.446 0.0385 0.0317 948 1.140 0.0097 -1.000 1.27 0.383 2500512515 0.0799 0.282 0.0823 1.015 0.0155 0.440 0.0769 0.0357 1067 0.639 0.0195 -0.892 1.38 0.584 25000512523 0.1027 0.358 0.1052 1.013 0.0197 0.438 0.1031 0.0512 (532 1.370 0.0247 -0.881 1.38 0.585 362 \1512515 0.0973 0.341 0.1936 1.410 0.0174 0.422 0.1690 0.0529 1583 0.779 0.0450 -0.781 1.64 0.775 36200512523 0.1250 0.437 0.2482 1.408 0.0221 0.420 0.2407 0.0766 2292 1.670 0.0571 -0.776 1.64 0.776 4000512515 0.1031 0.361 0.2438 1.538 0.0178 0.416 0.2085 0,0586 1753 0.826 0.0563 -0.750 1.74 0.815 • 1 40080512523 0.1327 0.463 0.3127 1.535 0.0227 0.414 0.2965 0.0849 2542 1.770 0.0716 -0.746 1.74 0.816 .• 6008512515 0.1341 0.466 0.6440 2.191 0.0191 0.384 0.4940 0.0998 2989 1.074 0.1430 -0.622 2.30 0.927 • 60000512523 0.1127 0.599 0.8270 2.190 0.0251 0.381 0.6970 0.1464 4413 2.300 0.1820 -0.618 2.30 0.928 NOTES: 1. 'hit is greater than 200, 2. led was calculated elan assumed stress of 0.6Fy, 3. Yield strength 50 ksi for 0.015F AND 0.023'. All cokulotions were based an AISI-NASPEC 2007 CEMCO NON-LOAD BEARING 1-1/4" LEG TRACK PHYSICAL PROPERTIES Gross Effective Properties 50 105! Torsional Propellies Product Area Weight Is Sc Rx ly By lx S4 Ma Jul 000 (ix Bo Ro Beta (lb/f!) (in') (in') (in) (iO) (in) BO (iW) (inlh) (in') (in) 1620112515 0.0640 0.218 0.0344 0.0395 0.733 0.0109 0.412 0.0214 0.0176 526 0.0051 0.0058 -0.8923 1.23 0.470 -1-- 16298112523 0.0826 0.281 0.0444 0.0508 0.734 0.0140 0.411 0.0294 0,0255 762 0.0110 0.0074 -0.8900 1.22 0.472 250 0.0776 I 0.264 0.0857 0.0655 1.051 0.0124 0.400 0.0532 0.0265 194 0.0062 0.0149 -0.7806 1.37 0.675 2500112523 0.1001 0.341 0.1107 0.0844 1.052 A.0160 0.399 0.0774 0.0424 1270 0.0133 0.0192 -0.7784 1.37 0.676 3629112515 0.0950 0.323 0.1961 0.1048 1.437 0.0138 0.381 0.1144 0.0384 1151 0.0076 0.0344 .0.6753 1.63 0.829 36290112523 0.1226 0.417 0.2531 0.1350 1.437 0.0177 0,380 0.1711 0.0611 1828 0.0163 0.0442 -0.6734 1.63 0.830 4009112515 0.1008 0.343 0.2458 0.1194 1.561 0.0141 0.374 0.1402 0.0424 1270 0.0081 0.0430 -0.6467 1.73 0.860 400813112523 0.1301 I 0.443 0.3111 0.1538 1.561 0.0181 0.373 0.2098 0.0672 2012 0.0173 0.0553 -0.6449 1.73 0.861 6009112515 0.1318 0.449 0.6401 0.2093 2.203 0.0155 0.342 0.3238 0.0632 1893 0.0106 0.1083 -0.5294 2.29 0.947 60080112523 0.1101 0.579 0.8258 01697 2.204 0.0199 0.342 0.4798 f0983 2950 0.0227 0.1392 -0.5278 2.29 0.947 NOTES: I. 'hit is greater than 200, 2. Ixd was calculated at an assumed stress of 0,611, 3. Yield strength 50 ksi for0.0155 AND 0.023. Ai calculations were bused on AISPIASPEC 2007 .• 2003 & 2006 IBC TABLES FOR NON- STRUCTURAL FRAMING REF -1 COMPOSITE LIMITING HEIGHTS 1 LAYER 518" TYPE X GYPSUM BOARD DESIGN 5 PSF 7.5 PSF 10 PSF PRODUCT THICKNESS SPACING ON.) (0.C.) 11120 11240 L1360 11120 11240 11360 Lf120 11240 1)360 12 13'7" 11- 3" 9' 11" 11' 10" 9' 9" 8' 7" 10' 9" 8' 10" — 182VS12515 0.0155 16 12' 4" 10' 2" 9' 0" 10' 9" 8' 10" — 9' 6" 7' 11" — 24 10' 9" 8' 10" — 9' 1" — — 8' 0" — — 12 13'10" 11'4" 10'1" 12'1" 9' 11" 8'9" 11'0" 8'11" 7' 11" 162VDS12523 0.0230 16 12' 7" 10' 4" 9' 1" 11' 0" 8' 11" 7 11" 9'10" 81" — 24 11'0" 8'11" 7'11" 9'4" — — 8'4" — 12 16'6" 15'3" 13'4" 13'6" 13'4" 11'8" 11'8" 11'8" 10'6" 250VS12515 0.0155 16 14' 4" 13' 11" 12' 2" 11' 8" 11' 8" 10' 6" 10' 1" 10' 1" 9' 5" 24 1 1 ' 8" 1 1' 8" 10' 6" 9' 6" 9' 6" 9' 0" 8' 3" 8' 3" 8' 2" 12 19' 7" 1 5 ' 6" 1 3 ' 7" 17' 1 " 13' 7" 11' 10" 15' 4" 12' 4" 10' 8 250VDS12523 0.0230 16 17 9" 141" 12' 4" 15' 4" 12' 4" 10' 8" 13' 4" 11' 2" 9' 8" 24 15' 4" 12' 4" 10' 8" 12' 6" 10' 8' 9' 3" 10' 10" 9 8" 8' 4" 12 19' 6" 1r9" 15' 5" 15' 11" 15' 6" 13' 6" 13' 9" 13' 9" 12' 3" 362VS12515 0.0155 16 16' 10" 16' 2" 14' 0" 13' 9" 13' 9" 12' 3" 11' 11" 11' 11" 11' 0" 24 13'9" 13'9" 12'3" 11'3" 11'3" 10'6" 9'9" 9'9" 9'4" 12 21' 10° 18' 2" 16'1" 19' 1" 15' 11" 14' 1 " 17 4" 14' 5" 12' 9" 362VDS12523 0.0230 16 19' 10" 16' 6" 14' 8" 17' 4" 14' 5" 12' 9" 15' 0" 13' 1" 11' 7" 24 1r4" 14' 5" 12' 9" 14' 2" 12' 7" 11' 0" 12' 3" 11' 5" 9' 9" 12 20' 11" 17 8" 15' 4" 17' 7" 15' 5" 13' 5" 15' 3" 14' 0" 12' 2" 400VS12515 0.0155 16 18 8" 161" 13' 11" 15' 3" 14' 0" 12' 2" 13' 3" 12' 9" 10'11" 24 15' 3" 14' 0" 12' 2" 12' 5" 12' 3" 10' 5" 10' 9" 10' 9" 9'3" 12 21' 10" 18 2" 16' 1" 19' 1" 15' 11" 14' 1" 17 4" 14' 5" 12' 9" 400VDS12523 0.0230 16 20' 10" 17' 3" 15' 1" 18' 3" 15' 1" 13' 2" 16' 4" 13' 8" 11' 11" 24 18' 3" 15' 1 " 13' 2" 15' 5" 13' 2" 11' 6" 13' 4" 12' 0" 10' 4" 12 27' 6" 22' 5" 19' 11" 23' 0" 19' 11" 17' 7" 19' 11" 18' 3" 16' 1" 600VS 12515 • 0.0155 16 24' 5" 20' 7" 18' 3" 19' 11" 18 3" 16' 1" 17 3" 16' 8" 14' 8" 24 1911" 183" 181" 163" 181" 141" 14'1" 14'1" 1710" 12 30'0" 24'3" 21'5" 26'6" 21'S" 18'10" 24'0" 19'7" 17' 3" 600VDS12523 0.0230 16 22' 3" 19' 7" 24' 0" 19' 7" 17' 3" 20' 9" 17' 11" 15' 9" 24 2 4' 0 " 19' 7" 1r3" 19' 7" 17' 3" 15' 2° 17' 0" 15' 9" 13' 9" • Notes: 1. 1. Viperstud VOS based on minimum yield strength - 50 ksi (design thickness - 0.023 ", minimum steel thickness = 0.022 ") 2. Viperstud 25 based on minimum yield strength = 50 ksi (design thickness = 0.0155 ", minimum steel thickness = 0.0147 ") 3. Viper composite limiting heights based on single layer of 518" thick Type X gypsum board full height on each side with screws spaced 12" o.c. to framing members as per ASTM C754.04 4. These limiting heights are also published in ICC ESR -2620, and ATI CCRR -0154 5. Heights per ICC -ES AC 86 -08 V,i (cErCO)