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Specifications DYNAMIC STRUCTURES JOB 1887 North 1120 West �� SHEET NO OF Iç ) rf� Provo, UT 84604 10.4,. Tel: (801)356-1140 CALCULATED BY DATE 1 I I I i I aAsL S'rtkti t t-t ft/ / . .-,\-r ..__....... IASL ACC r 7- lC • 4, CAS 4,\.w,„.3co 7t,y 1z , T, L.. 1 e \I = 0,3fl a,s i i ,ie : (,, v l I at/ too t.+s c C emP rw 'ram-v f 1 16, I_ l , I DYNAMIC STRUCTURES JOB 1887 North 1120 West Provo, UT 84604 SHEET NO OF �� : ��' Tel: (801)356-1140 CALCULATED BY DATE tjnpri "Cfk�A._ a 1 - _ rpn = 0, t Col 1001 u.�� ( g'% n - Z` 1(7 �r -ice 1- 1 DYNAMIC STRUCTURES JOB 1887 North 1120 West SHEET NO OF i Provo, UT 84604 �f I II ; Tel: (801) 356-1140 CALCULATED BY DATE �vtLL el)4 ------- ------ VAS b: -0>gc- C1b, SU f, o --- i 44< :, A5 �`^ P t'�( r� K, 11J ) is, I C 1 �C gn u 2 u 2' F •�s � r o'L " CO.) CA4 C", r # DYNAMIC STRUCTURES JOB 111114 it I ) 1887 North 1120 West Provo, UT 84604 SHEET NO OF 11 liiir Tel: (801)356-1140 CALCULATED BY DATE r c � i _ � 1�7I'+r_� 4^V�'N (... ' I' � +�,�.- \ V�1�:� i� M1��+r j IflcSt I t eA ( -s,P A-(A.s,L.c->/J(1 5 c(L 21-cc WC2C." s I 4- ' .() ? 'z- > ( v. 5 F -t Z__ I , } 1 1 I i LIGHT STEEL FRAMING MEMBERS LIMITING WALL HEIGHTS„ C, ,.t,Y?- y.'1'X ti '-u<�bTWA4b5?A.hT'. Important Notes 1 No load factor for lateral wind pressure is used for strength determination (Refer to ASD basic load combinations in ASCE 7-02 and IBC 2003). .4 2. A load factor of 0.7 for lateral wind pressure is used for deflection determination as per IBC 2003, Section 1604.3 and AISI-Wall Stud Design Standard. Section B 1. (1°3 Z 4,,QL t.e.-,A C .1 —'j'TAU-'- S'r-tf>S 3. "f"denotes limiting height is contr ed by strength.All other heights are controlled by deflection. 4. Limiting heights are based on ntinuous support of each flange over the full length of the stud. 5. Strength determination inch s checks for bending and shear capacity values of the stud. 6. Strength increase due to cod work of forming is incorporated, where applicable,as per AISI Specification Sec.A7.2 7. Check end reactions for w b crippling. )Studspacings 5 psf 1 15 psf _�__20 psf 1 25psf 1 3Opsf 1 35psf 40psf r 50psf Member ff(in.)0•C- U120/U240'U360 U240 j U360 U600I U240 U360 U600 f U240�U360 i U600 W U240/U360 i U6001 U240 U360 U600 L1240 U360 U600 L/240 U360 U600 ---4.- I —_-- I i , _ _i_•� 12 26 8 1,21'2'1 18 6"1 14'8'112'10"'10'9'1 3'4' 11'7' 9 10"112'1"f 10'9' 9'1" 11'1"f 10'2 : 8'7' 110'3 I 9'8" 1 8'1' 19 7'f 9'3" 1 7 9' 8'7 f 8'7'1 1 T 2" 1 350 S 162-33 16 23 711 19'3' 16 9'1 13'4" 11'7" 9'10'111'9"f 10'7' 8 11°1110'6°f;9'10" 8'3" 9'7'I 9'3 1 7'9' �8'10 1'1 8'9"1 T 5' 6 3'f 8'3"f 1 7 1° 1 7'541 7'5"f 6 7" I 24 ;19 2 fll 16'9"1 14'8'111'1"f 10'2"18'7" 1 9'7'f 1 9'3" 7'9' 1I.8'Ti 8'7" 7'2" 7'10'f T 10'f, 6'9' 7'3"f T 3°f 6'5" 1 6'9'f 6'9'f 6'2' 6' 1 6'f 1 5'9' '1 r12 29 ' 27 20 1'115 11'113'11 1 11'9' 14 6 112 8''10 8 13'5 '11 9 1 9 11 1 17 8' 11'l 9'4' 12 10'6',810° 11'6' 10 ', 8'5'1 10'3 f 9 4° '7 10' 3505162.43 16 26'4'120'11'i18'3'I14'6'1129110'8' 132'111'6'; 98 '12'3110B 9' i11'6'1 10' I85 10'81 96 .8' {9'11'f19'1 1T8" I8'11I 85' , 7I I- --_ .1 ._ y. ._ .. _� ---L 24 23' 18'3';15'115 :17 8"l 11'1'1 9'4' 11 6'! 10' ' 8 5" ;10'3'f 19'4' 7 10' 9'5'I) 8'9`F T 5' 8'B'I j 8 4' T 18'1'f 1711'; 6'8' 17 3'f 173 71 6'8 j 12 31'1'124'8'121'6' 17'1°11411'1 12'T 1156'j 13'7111'5' 14'5"112'7° 10'7* 137";11'l0" 10' 12'10 11319'6 112'4"1109°19'1' 111'5' 10' 18'5" ; 35 t50ksi) 16 28'3''1 22'5° 19'7' 15'6" 13'7" 11'5" 14 1° 12'4' 10'4° 13'1" 11'5° 9'8 1 12 4'110'9' 9'1' 1 11'8 10 2" 8'7' 1 11'2'1 9'9 , 8'3" 10 4 9'1° 1 7'8° I 24 1 24'8' 19'7'1 17'1"1 13'7' 11'10' 10' 12'4"!10'9' 9'1' 11'5" 10' 1 8'5' 1 10'9"1 9'5" 1 7'11' 10'2'1 8'11°1 T 6' 1, 9'9' 8'6" ' 7'2° 1 9 1" 1 7'11"11 6'8" - 3505162.68^ 12 i 33'3'126'5'1 23' 1 18'3'I 16' 13'5' 16'7' 14'6'(17 3'1 15'S' 13 5'1 11'4"j 14'6'�12'8' 10'8'1 13'9' 12 10'2 13 2',11'6' 9 8 12 3' 10 8' 9' {1 ---}} t (60kst) 1 18 3021. 24' 12011'1i6'Tj14'6'172'3"'151 ,13'2'}1I'l'� 14' '123't104113'2' .1 6"9'8' 77�6',1011�' 9'7 17 �105 8'10',117 96'!B2' ' f- 24 li 26 5' 20'11°1 18 3"1 14'6"112 8' 10'8'1 13'2'1 11'6'1 9'8' 1 12'3''10'8'4 9' 11'6' 10' 1 8'6' j 10'11 . 9'6' 1 8' 10_5' 1' T 8ffp„9'8 8 6' 7' I 1 12 126'2'1209°1181"1144' 127"12'7' 13'1 11'5'1 9'7' 112'1°110'7"18'11 ;11'2'1l9'11'1 8'5' 110'4"11 9'5° 1 8' 9'9"f 9 7'7' 68"f 8'5" 71 3626137-33 16 j23 9 f 118'10"! 16'5°113'1°1 11'5' 9'7" �1II't0'f1 10'4" 8'9' 10'T f 19'7" ( 8'1" 1 9'8'f 1 9' 7'7' 8'11"11 8'7' 7'3' 8'4°f 8'2" 6'11' 7 6'f 7'6'f 1 6'5' 1 24 1195'f,16'5"1144 ;11'2"f19'11"1 8'5" 9'8'f1 9' 7'7' 8'5'f1 8'5" 17'1' ;7'11'f!T 11'11 6'8' 1 7'4 11 T4'f 6'4' 16'17t16'10 6' 6'1"f 6'1'f, 5'7. 1 12 285 277'1198115'8' 178 11'6'1142' 12'5"110'5'113'2 116 ' 9'8" 1125'i10'10'19'1' I11'9 10'3' 8'8 1111j9'10 : 83 ;9'10I 9'1' 17Er1 3628137-43 16 2510,20'8"1171 14'2,125 '10'5" 1211';11'3'196 ' 12' 10a51B'10 11' I"9'10 B'3" 110'31194 h710I97"IIB'11 I76' 186"1 83' 7 j I 24 271 I11711'1.15 B'112'5`1010' 9'1' 1 11 f 19'10'1 8'3' ;9'10°f1 91' i TB.j 9' 118'T 1 73' 18'4 II 62' ;6'10*IT9"f1T9"f 6'T 1 T f 1 T f 61 12 305"124'2"'211"1'6'9"1147'112'4"1152 .113'3"111'2'114'1 12'4"I10'5 13'3" 11'7'19'9° 112'7"I 11 1 9'3' 112'1"1106' 8'10'' 112 199" j 8'3" 1 3626137-541 ! i 11(SOksi) 16 1 27 8" 21'11°1 19'2'1 15'2' 13 3°1 11'2"113 10°1 12'1" 10'2'112'10' 11'2' 9'5 1 12'1";10'6" 8'10'1 11'5� 10' 1 8'5" 110'11"I 9'7° 8'1" 1-10 2 1 8 10" 7 6" L 24 j 24 2 1 19'2"116 9 1 13'3°I 11'7 1 9'9' 1 12 1 1 10'6" 8 10" 11'2 11 9 9' 1 8'3 ;10'6°! 9'2° FT 9' 10 + 8 9° 7'4 9'T j 8 4' 7' 1 8 10 1 7 9' 6 6' '1 1 12 . 32 6 125 10' 22 6 117'11'j 15T!13'2'1163"1,14'2'11111'.15'1 13'2',11'1 14'2 1 12 5 110 5'1 13'6 111 9'19'11 '12'11'1113" 9'6° ,11 11 10:5''8'10";.. 3625137-68 — I --�' '- - 1 — ' t 1 } - I 50ksi 16 —}29'T1235',206116'3".,142' 11'11' 149''12'11'11010"113'8!1111"j10'1'11211°111'319'6' 112'31108-I 9' I11'8',10318'7' 1010196' 8' ( ) 24 1125'10'j 27 6'117'11 1 14'2' 12 5'i 10'5';12'11'1 11'3'F 9'6' 111'11",10'5';8'10'1 11'3' 9'10' 8'3' 110'8'i 9'4' 17 1010 3'1 6'11'j T 6' i 9'6' 1 8 3' � T 3625162-33 16 127 f199'11793 113'8' "� - " 111'11'I10'1'112'S"f 111 9'4" I114'f110'S'I 8'9' �10`6"fl911"i 8'4" �I910'fj 96 1 8 89 f 6'9'f11 7'5' 12 132 11'1'1138 1 1 1 111 ,1 10'1°112 f110'10 9'2' 10'9"f�1101"18'6 1910'1 9'6" 8' 19'1'f1 9 17'7° 186"1 8'61173" 177 f17'7°f169" 24 1198 t 173° 151"111'4 f1105 i 89 910 1 9'6 8 1,8'9'1189 11 7'5 1 8' f 18' f T 17'5°1 175'1 6'7" 16'11"116'11'14 64° ! 6'2116'2'11510", 12 12910' 23'8" 208 165 i 144 '121-' 1411 13' 110'11113'101121 10'2'1 13' 1J 11'4 9T 12'4 10 9" 1 i11'9"11104 i 8'8' 106I 9'7 18'I" I 3623162-43I 16 2T1"1.21'6 109' 14y1'1 13' ;10 11` 13'6 '11'10'1911 112'7 10'11 ; 9'3" 1119 f1104 88 ,tan f 09 j 8'3 i10'2'II9'4 Iil T11`19'-1*-11 88' ` 74` !. 24 23'TI1189'I165i 131114 ; 9'T ;119'f110'4'1.8'8' 1106"f 9'7 18'1 12711 9' ..�T7' 1611f8TI72' 8'4'f162�6'11'IT5f1TSI16'6�' 12 '31 11 j 25'4"1 22 2 1 17'T 1 15 4 112'11" 16 11 113_11° 11 9 4 10";12'11"110'1 1113 11 12'2 1 17 3''13'3 1 11'7' 9 9' 12'8°1 11 1' 9'4° 1 11'9"1 10'3' 8'8" 36(50ks2)54 r 16 29' : 23' 1 20 1°115'11°113'11"I 11'9°1 14 6°1 12'8° 10'8'1 13'5"I1 11 9'1 9'11' 12 8""111'1 1 9'4" ,1 12 110'8"18'10 11'6" 10' 8'5" 10'8' 9'4' 1 7'10" 24 125'4"�20'1°11T7113'11" 12'2"110'3°112'8111'1" 9'4" !11'9' 10'3° 8'8' :111°19'8 18'2" '10'6° 9'2' j 7'9' 1 10' 8'9' 1 T5" 9'4" 8'2" 16'10" 12 .1342')271"238 189''16'5''13'10'117 1'(14'11' 17T11S 10"I 13'10';11'8'114'11'1 13 11' 114'2'j 174'1105"1 11'10' 10" 17 7'1 11' 19'3'I -3628162-681 16 31 124'8' 21'6i17'1'114'11'112'T115'6'113'6'1115 14'5 12'7' 10' 12'iri1'31.9'6' 12'4' 109 9'1' 115' 10 8'5' (50ksi) i 1 ! r: 4,': �� ° t -r---1- 1' 13 , }—i-- 7 j ( , I -._ " '. j 24` -.�2T 1 12i'B' 18 9";14'11'j 13' 1i' :13'6'111'10' 10 t2'T 11' I 9'3 i11 iD 110'4 1 8'8' I:1 f 3' 9'10' 8'3' 10 9' 9'4 i T 11'�10-18'8' I T 4' 1 12 ,2811 22'11"; 20' 115'11°13'11' 11'8° 14'5'112'7' 10'8'I 12'11"f'11'8"19'10°11110"11 11 19'3' I10'II"f4 10'5" 8'10110'3'f 10 ' 8'5' 192"f 19'2'1(710° 362S200-331 16 125'1'f,20'10'1 18'2'1 14'5'1 12'7°1 10'8'112'6"f;11'5"19'8' 1;11'2'f 11 10'8'1 8'11"!10'3'f 10' ( 8'5' I 9'5°1 i 9'5'1 1 8' 18'10° 18'10'7 7'8° ;7'11'117 11"II 71' 1 24 1206f18'2''15 Will'10f 11 19'3° 10'3"f' 10' 85 9'2'119'2'I:,710' 84"18'4'1 74° 1,7'8'I78'f 7 172°f17'2116'8' 166°I165'116'2° 12 316'{ 25 121 101174 110 1':.12'9' 15'9'1129" 11'7'j 14'T)12 9' 109'1179' 12' 12 1" f 111'5'i S'T 112'1'1'1011'I 9'2' {1a10'tj 101")8'6' , 13628200-4311; 16 28'T 278'h19'10'115'9'1139'1117"14'3'1126'1106113'3'111'7"19'9' I171'1110'11', 9'2' j11'3"I;10'4'189" 10'6'1 9'11'18'4' 95'1 9'2" I T9 I 24 2431'119121124113'9'I 12 191'1121't110'I1'! 9'2',110'10'1�101' 96" 1±9'11'f 9'6" 8' 9'T11 9' '1 TT i8'T+8'Tf(T 3''78 I 1 TB 1 9',% F'' t 1 12 33'9" 26 9'1 23 5';18'T'16'2";13'8" 16'10'1 14'9' 12'5' 15'8' 13 8' 11'6" 14 9'112'10';10'10'1 14 1 12'2';10 3'1 13 4'1 11 8' 9'10"1 12 5 110'10"j 9 2" !. 1 3626200-54 1 (50ksi) 1 16 1 30'8".24'4" 21 3"'16'10' 14'9' 12'5' 15'4°1 13'4' 11'3'114'2';12 5'1 10'5'113'4"1 11'8'1 9'10'1 12'8"1 11'1" 9'4' '12'2" 10'7'1 8'11'! 11 3' 9'10'1 8'3" 24 j 26'3" 21'3'1 18'T 114'9' 12'10'.10'10' 13'4" 11'8°'9'10' 12'5';10'10"j 9'2' .11'8'I10'2'- 8'7° 11'1' 9'8' ' 8'2' 10'7'I 9'3" 710'1910 167' 73" ; 12 , 136'2 128'8'j 25 1 19'10'11T 4 1 14'B' 18'1"1 1g 9'1 13'3'116'9'1 14'6'1 12'4 '15 9'1 I3 9''11'7° 15 13'1'1 II 1 14'4';12 6'1 12 6'1 13'3'1 11' 9'9" ` 3625200-68r 18 ,t32'10 26'1'I229,1611 is'9 13'3' 165 1144'i[171'�15'3'1133' 11'2' 14 4 1126'1 10 6 t3'Tjfl 111: 10 13' �114 19'7' 121 1'10 fl" (50kst) +-----..1 _ l 1 _�.. .. 1 , 1 —t - - -r-- --1._; L. „24,,,:,28'8"122'9' 19'10j 59'..jl3'9J11'T:1144 76`(10.6u i3':3,j11,T9'9" 12'6 i14'1 02' HI WI 104. 8'ill'4,.H',11 8'4 106 9'2 7'9' : Raleigh,N --:, l 919(84S-1025 Toll f=re0 ' • < : ". 74"4876 z "r' ti` ��',. Las Vegas,NV;Phone(702)643-4330 www.steefnetwork.com Sept YbdS".ti. 1 ) • • ... — Hll AxH P N/N':/ V 9 1 __... _ _ _ _1.R1 II l 11 1,11011A O � 21008790 I. as lie - - vunsuNt ��f� ✓ ��. 1 4 1, n I/[ �__ �� uullN NM1 �� �IL _ to _ h ' _� - { .-v H / / 1 ,fit w I N 1 At(X„-���--- '.vl CI /.VNV/ V V 3�f `' I k \ xV /xY \ N N( J V 1 RI AI 4 Nil r)IVNI // .Vi 7,7 _ _ 7� v-vlv n rvrnv a veli;Nnl oiR y / x nl[ I t elk V LAIN V (N.xP1,1 PI a t IA IA A Ix (FFP , T I N N Y AM4 N HR(LqAl MATH VI II V° �' n ml I -IN Rx11 N nil �\ V/l�LIVNA.1 l° x N.IR 1.X11 RI \ �/ 1 _ NR R R.II 11 AIN 3 fix - o� � ftti?t__t 1 I,1 IN HH�aII �Arlin Holt �� LII/ c 1r\ I, Yll.•lt pf I"; OIYIIN ;Vv I- �< , t ANL N _f \ iA.U11 Yt XI NPI. -"i / \ \i. �.....> V V . -V—C_ -. — P11.1 VI II01,1VAI H PPP r VVAVr11M 11 VI NP lx k 1 ,, ,R — 8 I� '� I w -- f1011H9 VAIV(t ae - N �� :�� t I ��,_ / qIf Yt Y nN AU NI i ioN 11 xi xl Hl, • '// , /� I' V •v I 0,0046 vAI VI v I/1 J \ t `,I • \ \ `„/ l I __. __ — V E Il Ail, VAIN tli 1 I I \\ JF s _vs --_ uu vnwl Irt a O + O i- rgN __V 1 I III 1 42 WY(',HAM 1 _ / V_4. 0I 1090 VPIVf 11f 0 )Vr .Tt^III -/.� -I44 �iw�e i° VIA�- v 19 vnwl nlAA ' ✓_L..� -I. rcaF IV :I VA li 1r164D RUIVP t11AAIHUII Ix I11•it iM Ili- A 1„,,.:„. 7 •1 .Gllllr p • TOR,VIEW .__L - _—__ ___L__. _ -.._.1�.__ 1_ Iwn I:N ioux4�la 1 ,.. �FRONT._VIEW __ _ _ I,X 10441 b I L f MI 4 t uv rr: I ' - - A r—\ k�, - + �• N ^ -'xu Pl _ - _ \K,. -y 'v I NOMENCLATUREI. {,��1 �Fl -_. w n�l A // ) A ° ll f n' I e I .._.- '( xR , 9I. _ 'vI- venWse voc A 0 r Nv .. R. --/ I �� w.,{ wv. I I e _ �'-KV-r ,- , F • JB FII A-, we �� .I MIL rLN..N0 AR) L-VrxUCxl -x 141 4,1411144 rovllpx x ,ci..lx Up I I VL,II w . r �f_-1J:mn a • a I _ - gCRAI_AA RRN6 RN Aa 121 < YMaterial Regared +' ° _ // x R�lai AS Ai[I NNJ 4 6 y `I / ws VA)) LI¢ . r Kl ,.c ,A'I.I f ILkll -i ..l k_J l.9 lVl� ` NrIR' VP 1 nnriaL iNix.CM A M,. In Il.ill a,nAtu,A S ve War M �I I -.__... I'Y ,�.ma®y , —- ,• \ � oat RAq s AT t,nA Ivnm Lmn "�'+ Innm...�V 5^ P f F - - 'm an uao , I I iMl� Y ` PERMACYL 5500VHP CHART PART NO 20920085 , ii If-4 1 II all; A u I AupR ¢n. //Ilf 1 _' 4.0 jnr �,,hhTA 0Iwl J.flout 1 I le 21008790 ��__I! `- �aM ur D-21006790— /IR .V. IC) s4PPo R ASCE ASCE 7 Hazards Report AMERICAN SCUM OF CML ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 234.91 ft(NAVD 88) 12264 SW Scholls Ferry Rd Risk Category: II Latitude: 45.443833 Portland, Oregon Soil Class: D - Default(see Longitude: -122.80337 97223 Section 11.4.3) g i o 4 y ) .� 1. . A • HAean1".H" L ,:. Tia " I .�S N ''{ i fs •• ``.. } f, r . ` rr 1 f A -1,.., . I •t f `.i l j.� https:!lasce7hazardtool.online/ Page 1 of 3 Thu Jul 25 2019 Asct AMERIC4N SOCIETY OF CMl ENGINEERS Seismic Site Soil Class: D - Default(see Section 11.4.3) Results: Ss : 0.856 So, : N/A S, : 0.397 TL : 16 Fe : 1.2 PGA : 0.391 F„ : N/A PGA M : 0.473 SMS : 1.027 FPGA : 1.209 SM, N/A le : 1 Sos : 0.685 C„ : 1.228 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Thu Jul 25 2019 Date Source: USGS Seismic Design Maps • https://asce7hazardtool.online/ Page 2 of 3 Thu Jul 25 2019