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Specifications ®1 - 37 1(0 BY G. OHANIAN RACK DESIGN & ENGINEERING CO. DATE 2-1 2 -0 3786 LA CRESCENTA AVE., SUITE 204 SHEET NO....... GLENDALE, CA. 91208 JOB NO RD -6570 SUBJECT '. �:'� TEL:(818)957 -2980 FAX:(818)957 -8603 9 F--5 444 St /20( STRUCTURAL CALCULATIONS OF "LOZIER" STORAGE SHELVING FOR: RECEWED RADIOSHACK FFR 0 ? Ci i Y Ur tai WASHINGTON SQUARE MALL BUII`DINGI�IV ION 9785 SW WASHINGTON STREET TIGARD, OR. 97224 PER UBC 1997 EDITION STORAGE SHELVING CAPACITY: 150 # / LEVEL 4 '� � PROFFS 18445PE CALCS. 1 THRU 3 • OREGON 6 CO K olitOs DRAWINGS: RD -6570 E'XY. 12_ 3 L. 0 2 SH. 1 BY ._. G. OHANIAN RACK DESIGN & ENGINEERING CO. , DATE 2-12-02 3786 LA CRESCENTA AVE., SUITE 204 SHEET NO 2 SUBJECT .., . GLENDALE, CA. 91208 JoB N0. RD -6570 1. ", TEL:(818)957 -2980 FAX:(818)957 -8603 FIXED SHELVING ROLLING SHELVING 48" 36" 18" 18" 48" 24" 1 36" 1 t 18" 1 BRACING io - "X" rn wen "X" BRACING 0 0 m 1 /4 "m GR 5 BOLT DA. - - -- 2 PLACES '' I \ I \ / ,..,(, rk.7 . °° FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW SEISMIC DESIGN 150 # / LEVEL V — 2.5xCaxl x W UBC 1997 SEC. 2222 R 1 =1 Ca= .44xNa Rw =4.4 TRANSV. DIR. (BRACED) Ca =.44x 1 =.44 Na =1 LOAD PER COLUMN K p 5x.15 =.38 K 2 V 2.5x.44x.38 = 09 K BASE SHEAR PER COLUMN 4.4 3/4"x13 GA. FLAT BAR ( "X" BRACING) Ta =.09 "x.75 "x36x.6 =1 .4 K BASE SHEAR PER BAY= 4x.09 =.36 <1.4 BY G. OHANIAN RACK DESIGN & ENGINEERING CO. SHEET NO. 3 DATE 2 3786 LA CRESCENTA AVE., SUITE 204 R -- ' a GLENDALE, CA. 91208 JOB NO. D -6570 SUBJECT TEL:(818)957 -2980 FAX:(818)957 -8603 SHELVING COLUMN 1 3/4" KSI KI = 22 F =36 r .28 = 78.5 !i l i A =.31 !i ii F a = 11.4 Ksi e m i r - _ .28 K { ` , _ , J Q=.7 P =F 0 xA = 3.5 t = LOAD TO COL. P — .38 K .09 x2x96 "x.5x1 .1 5 = 93 "K 18 OVERTURNING M = .09 K x2x96 "x.5x 1 .1 5 = 9.9 K MR = .38 = 6.8 K ° K "K UPLIFT = 9.9 —6 8 = .17 18" BASE PLATE "H FIXED SHELVING Q TENSION = ' =.01 K 2 K t _ 1/8 ., ANCHOR SHEAR = 09 .05 2 USE (2) -1/4 "0 WEDGE TYPE ANCHORS PER BASE PLATE, 2" EMB. (ICBO #4627) ROLLING SHELVING ANTI —TIP TRACK ANCHORED TO FLOOR W/ 1/4"0 ANCHORS ® 24" o.c. ANTI —TIP ARM TEK SCREWED TO MOBILE CARRIAGE W/ (2) 1/4"O TEK SCREWS SHELVING POST CONNECTED TO CARRIAGE W/ (2) 1/4"O TEK SCREWS PER POST RECEIVED FER 0 ^ 2nr ) c1 t ' Of eve BUILDING DIVISION Structural Calculations for Store Shelving Radio Shack -Store No.01 -3716 Washington Sq. Mall, Tigaro, Oregon Radio Shack Thomas A. Pirtle III. Architect N.C.A.R.B. A.I.A. 300 W. 3rd Street, Suite 800 , o ;r. Fort Worth, Texas 76102 -2808 � . 47 41 44 ) February 18, 2002 '7* W 11° EXPI sE : FRANI( W. NEAL 8. ASSOC. INC. Slruclural Engineers 1015 W. Broadway, Suite A Fort Worth, Texas 76104 E -Mail bgreen@fivna -eng. con: (817) 332 -1944 FAX (817) 336 -8620 FRANK W. NEAL 1015 W. Broadway, Suite A 2 SSOC., INC. Fort Worth, Texas 76104 (817) 332 -1944 Structural Engineers (817) 336 - 8620 FAX PROJECT: Radio Shack -Store No.O1 -3716 NO: DATE 02/18/02 PAGE 1 of12 RE: Washington Sol. Mall, Tigaro, Oregon ENGR: BWG CHK: FWN t IS/' G. r,I ''._ Ci a 6 I, ^``r 0. .o° , 7 c 7 ' �,../ z_ a G z, � N e 16, ki EA-f!,,,7 r = 7,-p, / \/ ® 2. .) eL � , i Cw . 44 KL t _ . e, (1, - 2.2) - o: zv 1 i \lJL \ 6 6.), 64 el-. L - -'- O - 1. C'.- Pi 1.5f...E I O - S • i t. T 2 -, c 4:4 (T. = :/: =4, > ° ,: E. rye) . 6 e, t-A. t � --- l - gAc, -f 3t Er✓ VII = 3v 1 r ( v\Jr c 5 a W — 1 ex) ?S ( %" Wt Du { t "5-1" ) W - 7 G PSG (A i w Erge) ' F) i —rar ` - -17 6 (r. .ET ---( k �� V _ «.5 ) (0.5; -' )(1.ok t,J 0 3 C (' (& \ J = ( . y .r' �? �..�°(� ' 2 VI. 6 ^)) ..., J I. FRANK W. NEAL 1015 W. Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 (817) 332 -1944 Structural Engineers (817) 336 - 8620 FAX Radio Shack -Store No.01 -3716 02/18/02 2 of12 PROJECT: NO: DATE PAGE RE: Washington 5q,. Mall, Tigaro Oregon BWG FWN ENGR: CHK: IAN 1:3'4 \,/Au. � -( & ` E ot-i 1C at T" <'i 1 or PALL. S A A 2,' IL - = 15 (.0 -� n /— tZ 1 F f t1z' I� 1/ 4 (I 4 Y. o4 1(.`15' x Z_ ff 1 y it 1 L ii f tab X 4 E-e�: ot-/ 1t2..o r�..:a ( 5 Off i .4 �! d6 I . J � I _ T Y. °°. o`er 6'')(i x 4 (,c74-b (2../ ix 2 FRANK W. N EAL 1015 W. Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 (817) 332 -1944 Structural Engineers (817) 336 - 8620 FAX Radio Shack -Store No.01 -3716 02118/02 3 of12 PROJECT: NO: DATE PAGE RE: Washington Sc. Mall, Tigaro, Oregon ENGR: DWG CHK: FWN IAN r) W&&-L— 65— ( �C7 .�31�r�ztj P es /Ao y 1=A t_ (501-75F./2 r"i ) Z A iC = riA,= .�+.2 — v ) _ 7� -.� E —r - = 4'— 5:45 K. -1 25; ;-s 7// / / /T /; r N ; 1 S L/s:t L�ZA �_ L cE, e TE . k l ykt t-k j 1'` -1.:. J� Gr` _ t 3 - 11÷E 7 . Z A- e::nor.) lj �.�1-7 k -t�F �= r4or t�1•r F?ar 5 c •tDrzD lj\te-n= \ ") = 5.4514-tom) „ / t t ! - �`��J 1� -� - - z I.�j KS 6 / ) .25 3 t tiT - ---- -- _�.. (.4)( d( i<.J) Zfir.4` [. Sc , My eA FRANK W. NEAL 1015 W. Broadway, Suite A 2 ASSOC., INC. Fort Worth, Texas 76104 (817) 332 -1944 Structural Engineers (817) 336 - 8620 FAX Radio Shack -store No.01 -3716 02118102 4 of12 PROJECT: NO: DATE PAGE Washington Sc. . Mall, Tigaro Oregon BWG FWN RE: ENGR: CHK: - i-2„ 1 4--c -c' cat-= — €IA G 4.-;7.7 4°` k V,;=-,,z..,. V _. A, L. ` S—€' S i �� tom" t ---------- J , , s _ __.,.n 1 Gej,„,,..- -1 /-- OFF)(30P3r- = /4: g. pi-F- f H H I4-- U 6 i lent -�. -- (2r/)(3'1 _ to ;-� C14ii:7_ 4 GVE1 - 1 - 1/ I,iG A f3c)J E i M c - ruzNt4,6,= (14:c TI- F)(7 ")( �- ) - 42- , 6 rte- k (// re% r)) M v i T1,) 6, = (60 - -r=) (7'_ 4 ") ( VI_" A z } ° 5Z 5. rr = *1-' 5250.33) - - 1.5-.EF. - / i (> 1. 5 0: a K - 0cd Pot t ) .: Aki klo rt PG*dr f f ) D s Pf • 70AJ �, -'(-Z ( 46 # tz 3 S = A . Pv,Aiti.i VA .. d [. , 7-1,)I' 'I T 14 Cat. ( p r y = 65o o aI<. 5ofi2 Carbon Steel Kwik Bolt H Allowable Loads in Concrete Anchor Embedment 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6, MPa) 6000 psi (41.4 MPa) Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1 270 430 330 430 380 430 470 430 (29) (1.2) (1.9) (1.5) (1.9) (1.7) (1.9) (2.1) (1.9) 74 2' 560 590 630 (6.4) (51) (2.5) 530 ( 530 ( 530 670 530 3 670 ( 670 ( 670 (2.4) (3.0) (2.4) (95) (3.0) (3.0) (3.0) 1 /e 530 990 650 1040 750 1100 850 1100 (41) (2.4) (4.4) .6) . 6) (3.3) (4.9) (3.8) (4.9) 3 /e 2V2* 1200 1290 1370 (9.5) (64) (5.3) 1470 (5.7) 1470 ( 1470 1550 1470 4 1330 ( 1390 ( 1440 (6.5) (6.9) (6.5) (108) (5.9) (6.2) (6.4) 2'/4 1170 1940 1310 1970 1450 1970 1730 1970 (57) (5.2) (8.6) (5.8) (8.8) (6.4) (8.8) . (7.7) (8.8) 72 3 1870 2130 2400 (12.7) (89) (8.3) 2450 (9.5) 2450 (10.7) 2450 2800 2450 6' 2080 (10.9) 2310 (10.9) 2530 (10.9) (12.5) (10.9) (152) (9.3) (10.3) (11.3) 2 1600 3070 1870 3070 2130 3070 2670 3070 (70) (7.1) (13.7) (8.3) (13.7) (9.5) (13.7) (11.9) (13.7) 5 /8 4 - 2400 2850 3290 (15.9) (102) (10.7) - 3840 (12.7) 3840 (14.6) 3840 4190 3840 7 ** 3200 (17.1) 3470 (17.1) 3730 (17.1) (18.6) (17.1) ' (178) ..., (14.2) (15.4) (16.6) 3 . 1970 4140 2320 4140 2670 4140 3200 4140 (83) (8.8) (18.4) (10.3) (18.4) (11.9) (18.4) (14.2) (18.4) 3 /4 4 2930 4130 4800 5870 (19.1) (121) (13.0) 5120 (18.4) 5120 , (21.4) 5120 (26.1) 5120 8'* 4000 (22.8) 4930 (22.8) 5870 (22.8) 6320 (22.8) (203) (17.8) (21.9) (26.1) (28.1) 4 3330 7070 4050 7600 4670 8140 5070 (114) (14.8) (31.4) (18.0) (33.8) (20.8) (36.2) (22.6) 1 6 4930 6000 7070 8400 - 9200 (25.4) (152) (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) 9 6670 (40.9) 7670 (40.9) 8670 (40.9) 10670 (229) (29.7) ( 34.1) (38.6) (47.5) Values shown are for Shear Through The Threads "Values shown are fo r Shear Through The Bolt Body a shear plane acting - a shear plane acting through the anchor 'II' through the anchor '' bolt body. When the ��� bolt body. When the /, shear plane is acting - �� eP g shear lane is actin _ ''P through the anchor through the anchor - �/ < " :" bolt threads, reduce :` ', bolt threads, reduce the shear values b Y the shear value by 20 %. :IJ - 12 %. .. - I J i All other values shown are for shear plane acting through either body or threads. • • FRANK W NEAL 1015 W. Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 (817) 332 -1944 Structural Engineers (817) 336 -8620 FAX Radio Shack -Store No.01 -3716 02/18/02 6 of12 PROJECT: NO: DATE PAGE Washington Sa. Mall, Tigaro, Oregon BW6 FWN RE: ENGR: CHK: I ANDY \/ J V\ ,A�G1_ a V v - l -�.. VVAU ail) _ �/ 4 , P_ P�.l �, Lnz ir� 7 Cti �r v ri.tat.- = 4,O FLF I U 4-4 U ,i � 1; y • • 0 tot r 1-- -- Ac?iv «l R. _ a N - / ( c ( L - ) ( & ") C 4!. -1- G s ' ) rz -4- '27. 6 -; <tA ) I�l k.A (6 (7Lr (; " ) ( l�l �ls ®- FT -- FRANK W NEAL 1015 W Broadway, Suite A o 't SSOC., INC. Fort Worth, Texas 76104 (817) 332 -1944 Structural Engineers (817) 336 -8620 FAX Radio Shack -Store No.01 -3716 02/18102 7 of12 PROJECT: NO: DATE PAGE Washington 5q. Mall, Tigaro, Oregon BWG FWN RE: ENGR: CHK: AN■T ° ( / ALL. ®r .,•'\ t la`N17 0:'-- ! NI El LATaZAL. 5.:1 C' , \ c,ztocc Z4 oz. h- t l—>'. CE,A : � � <...� vet i � .. >a i�'t'. Tegz \ ! I 1 t T.� 4 1 - E , z c')t'JL°": • — V Z t , LOAD 15 Jv l c7 T c_�7 7( N JALL �iAra�4r WALL Y5 &7 (2.'4 -t I:4 )(3s ) P.43 E- t CZ E 24 ,t _ � � —/T f , ' � l f c 3 / a a r j C . \-3 � ° ... �"l�iO (Z4" � � \Z 1 ^ ( V , y . 5S. a 4'i • FRANK W. NEAL Fort Worth, B r 6 104 adw 7 A B,ASSOC., INC. (817) 332 -1944 Structural Engineers (817) 336-8620 FAX Radio Shack -Store No.01 -3716 02/18102 8 of12 PROJECT: NO: DATE PAGE RE: Washington Sq. Mall Tigaro Oregon ENGR: 13WG CHK: FWN C/ vC {. -kc ) I f >it1 1H1 EZt'- t .. l-lpC i 1 °kN1!I� C pl ' ''' r li t ; "_`c oo -C K /at: * L 4.66. ter_; : J t 2'4 - .�� z_� �=tL e.,: �4 E a F F ^�l���V ��. 0.3 \. (, 6 ') Ekq i) f 7,1. 92 A) A T Tz ) Sly 1sj A �t� 1-1 K - - , NTH ! 0 l A, r ( ?L/L:.LOI'T - 4._F >t t-ih? s``.. 't` �"(...� t,. i'�[, iS-b4 wt t�: J of�. ) "Pa Z,Z.2 , p\ ° 7 4 , • FRANK W. NEAL 1015 W. Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 (817) 332-1944 Structural Engineers (817) 336-8620 FAX Radio Shack -Store No.01-3716 0211&102 9 of12 PROJECT: NO: DATE PAGE Washington So Mall, Tigaro, Oregon DWG FWN RE: ENGR: CHK: E-Ar r r Lxrot, o r <*--) i \o1= (CAL t--C) iNicr 0 m. r1 4 i er,'' /_ > (4,47,5 t =.." 5 5 4 > 4-4 r 1i (5e )01 - ,7477; \f L OM /3/57. 1-3 \ ) eatPAL - r. Lsj"-C) STian) 12 e rt-*/pr 7. F 41 '7 /5 0 15 , 6 c NJ 7- t `a 5 6 6 rt- fr 2(2 y FT /Fr - 6 i\J . • 1 t Vth-7-25. • , • 144-1 UNIMAST INCORPORATED Curtain Wall Limiting Height —3 $tUd$ • Technical Services Hotline 800 - 969 - 4110 Wind Load: 5 psi 15 sl Delleclicln. L240 L/360 L/600 L/240 L/360 L /60D L 40 20 psi 25 psi 30 psi 35 psi 40 psi /2 L/360 1/600 L/240 1/360 L/600 U240 L/360 L/600 L/240 1/360 L/600 L/240 1/360 L /600 Member . i Spacing 362CSN 0. 12 17' 11' 15' 8' 13' 3' 12' 5' 10' 10' 9' 2' 11' 3' 9' 11' 8' 4' 10' 5' 9' 2' 7' 9' 9' 10' 8' 8' 7' 3' 9' 4' 8' 2' 6' 11' 8' 11' 7' 10' 6' 7' ' 1 16 16' 4' 14' 3' 12' 0' 11' 3' 9' 11" 8' 4' 10' 3' 9' 0' 7' 7' 9' 6' 8' 4' 7' 0' 8' 11' 7' 10' 6' 7' 8' 6'w 7' 5' 6' 3' 8' 1'w 7' 1'w 6' 0' 24 14' 3' 12' 5' 10' 6' 9' 10' 8' 8' 7' 3' 8' 11' 7' 10' 6' 7' 8' 3'w 7' 3'w 6' 2' 7' 9'w 6' 10'w 5' 9' 7' 4'w 6' 6'w 5' 6'w 6' 10'w 6' 2'w 5' 3'w 362CSJ20 12 19' V 16' 8' 14' 1' 13' 3' 11' 7 9' 9' 12' 0' 10' 6' 8' 10' 11' 2' 9' 9' 8' 3' 10' 6' 9' 2' 7' 9' 10' 0' 8' .9' 7' 4 16 17' 4' 15' 2' 12' 9' 12' 0' 10' 6' 8' 10' 10' 11' 9' 6' 24 15' 2' 13' 3' 11' 2' 10' 6' 9' 2' 7' 9' 9' 6'w 8' 4' 8' ' 0' 10' 8' 10'w 8' ' 10" 9'w 6' 6' 8' 4'w 8' ' 3'w 6' 2'w 9' ' 11"w 6' 11'w 5' 10'w 8' ' 8'w 'w 6' 7'w 5' 7'w 362CSW20 12 20' 0' 17' 6' 14' 9' 13' 10' 12' 1' 10' 3' 12' 7' 11' 0' 9' 3' 11' 8' 10' 3' 8' 7' 11' 0' 9' 7' 8' 1' 10' 6'w 9' 0' 7' 8' 10' O'w 8' 9' 7' 4• 16 18' 2' 15' 11' 13' 5' 12' 7' 11' 0' 9' 3' 11' 5' 10' 0' 8' 5' 10' 8' 9' 3' 7' 10' 10' O'w 8' 9' 7' 4' 9' 6'w 8' 4'w 7' 0' 9' 1'w 7' 11'w 6' .8' 24 15' 11' 13' 10' 11' 8' 11' 0' 9' 7• 8' 1' 10' 0'w 8' 9' 7' 4' 9' 3'w 8' 1'w 6' 10' 8' 8'w 7' 8'w 6' 5'w 8' 3'w 7' 3'w 6' 1'w 7' 10'w 6' 11'w 5' 10'w 16 19' 4' 16' 362CSE20 12 21' 3' 18' 7' 15' 8' 14' 8' 12' 10' 10' 10' 13' 4' 11' 8' 9' 10' 12' 4' 10' 10' 9' 2' . 11' 7':' 10' 2' 8' 7' 11' O'w 9' 8' 8' 2' 10' 6'w 9' 3'w 7' 10' 24 16' 10' 14' 1 9' 12' 5' 11' 7' 10' 20' ' 6' 10 ' 1' 0' 6' 'w 19' 3'w 9' 1 0' 1 9' 9' 8' 10'w 8' 4' 10' 6'w 9' 3'w 7' 10' 9' 11'w 8' 9'w 7' 5' 9' 6'w 8' 4'w 7' tw 362CSN18 12 19' 6' 17' 0' 14' 4'. 13' 6' 11' 10' 10' 0' 12' 3' 10' 9' 9' 1' 11' 5' 10' 0' 8' 5' 10' 9' 9' 5' 7' 111' 10' 2' 8' 11' 7' 6' 16 17' 9' 15' 6' 13' 1' 12' 3' 10' 9' 9' 1' 11' 2' 9' 9' 8' 8'w 7' 7'w 6' 6'w 8' 3'w 7' 3'w 6' 3'w 24 15' 6' 13' 6' 11' 5' 10' 9' 9' 5' 7' 11' 9' 9' 8' 6' 7' 2' 19 9' 0' 7' 11• 7' ' 8' 9' ' 9' ' 7' 5' 7' ' 3' 8' 3' ' 8' ' 1' 6' 10' 8' ' 10' 8' 6', 9' ' 5 ' 8 ' 16 18' 362CSJ18 12 7' 9' 18' ' 15' 3' 14' 5' 12' 7' 10' 7' 13' V 11' 5' 9' 8' 12' 2' 10' 7' 8' 11' 11' 5' 10' 0' 8' 5' 10' 10' 9' 6' 8' 0' 10' 4' 9' 1- • 7• 8• 10' 24 16' 6' 14' 5' 12' 11' 2' 11' 5' 10' 0' 8' 5' 10' 10' 4' 10' 9' 1' 7' 8' 11' 9' 8' 8' 5' 7' 1' 10' 9' 1' 7' 11' 6' 8' 8' 10' 7' 8' ' 7' • 7' •. 3' ' ' 9' ' 3. 7, 2: 6 11, 362CSWI8 12 21' 9' 19' 0' 16' 0' 15' 1' 13' 2' 11' 1' 13' 9' 12' 0' 10' 1' 12' 9" 11' 1' 9' 5' 12' 0' 10' 6' 8' 10" 11' 5' 9' 11' 8' 5' 10' 11' 9'. 6'; 16 19' 9' 17' 3' 14' 7' 13' 9' 12' 0' 10' 1' 12' 5' 10' 11' 9' 2' 11' 7' 10' 1' 8' 6' 10' 11' 9' 6' 8' 0' 10' 4' 9' 0' 7' 7' 9' 11' 8 8' • .. 7' 3' 24 17' 3' 15' 1' 12' 9' 12' 0' 10' 6' 8' 10' 10' 11' 9' 6' 8' 0' 10' 1' 8' 10' 7' 5' 9' 6' 8' 4' 7' 0' 9' 0' 7' 11' 6' 8' 8' 8'w 7' 7' • 6' 4' 362CSE18 12 23' 0' 20' 1' 16' 11' 15' 11' 13' 11' 11' 9' ' 14' 6' 12' 8' 10' 8' 13' 5' 11' 9' 9' 11' 12' 8' 11' 1' 9' 4' 12' 0' 10' 6' 8' 10' 11' 5' 10' 0' 8' 6' 16 20' 11' 18' 3' ' 15' 5' 19�i' '12' 8' 10' 8' 13' 2' 11' 6' 9' 8' 12' 2' 10' 8' 9' 0' 11' 5' 10' 0' 8' 6' 10' 10' 9' 6' 8' 1' 10' 4' 9' .1' 7' 8' 24 18' 3' 15' 11' 13' 5' /12' 8') 11' 1' 9' 4' 11' 5' 10' 0' 8' 6' 10' 7' 9' 4' 7' 10" 9' 10' 8' 9' 7' 5' 9' 4' 8' 4' 7' 0' 8' 11'w 7' 11'- 6' 9• 362CSN16 12 20' 11' 18' 3' . 15' 5' 6' 12' 8' 10' 8' 13' 2' 11' 6' 9' 8' 12' 3' 10' 8' 9' 0" 11' 6' 10' 1' 8' 6' 10' 11' 9' 7' 8' 1' 10' 5' 9' 2' 7' 8' 16 19' 0' 16' 7' 14' 0' 13' 2' 11' 6' 9' 8' 12' 0' 10' 5' 6' 10' 11' 1' 9' 8' ' 8' 2' 10' 5' 9' 2' 7' 8' 9' 11' 8' 8' 7' 4' 9' 6' 8' 4• 7' 0' 24 16' 7' 14' 6' 12' 3' 11' 6' 10' 1' 8' 6' 10' 5' 9' 2' 7' 8' 9' 8' 8' 6' 7' 2' 9' 2' 8 0' 6 9" 8 8 7 7' 6 5' 8 4' 7 3' 6 I' 362CSJ16 12 22' 5' 19' 7' '16' 6' 15' 7' 13' 7' 11' 6' 14' 2' 12" 4' 10' 5' 13' 2' 11' 6' 9' 8' 12' 4' 10' 9' 9' 1' 11' 9' 10' 3' 8' 8' 11' 3' 9' 10' 8' 3' . 16 20' 5' 17' 10' 15' 0' 14' 2' 12' 4' 10' 5' 12' 10' 11' 3' 9' 6' 11 %11' 10' 5' 8' 9' 11' 3' 9' 10' 8' 3' 10' 8' 9' 4' 7' 10' 10' 2' 8' 11' 7'• 6' 24 17' 10' 15' 7' 13' 2' 12' 4' 10' 9' 9' 1' 11' 3' 9' 10' 8' 3' 10' 5' 9' 1' 7' 8' 9' 10' 8' 7' 7' 3' 9' 4' 8' 2' 6' 10' 8' 11' 7' 9' 6' 7' 362CSW,6 12 23' 4' 20' 5' 17' 3' 16' 2' 14' 2' 11' 11' 14' 9' 12' 10" 10' 10' 13' 8' 11' 11' 10' 1' 12' 10' 11' 3' 9' 6' 12' 3' 10' 8' 9' 0' 11' 8' 10' 2' 8' 7' 16 21' 3' 18' 7' 15' 8' 14' 9' 12' 10' 10' 10' 13 4' 11' 8' 9' 10' 12' 5' 10' 10' 9' 2' 11' 8' 10' 2' 8' 7' 11' 1' 9' 8' 8' 2' 10' 7' 9' 3' 7' 10' 24 18' 7 16' 2' 13' 8' 12' 10' 11' 3' 9' 6' 11' 8' 10' 2' 8' 7" 10' 10' 9' 6' 8' 0' 10' 2' 8' 11' 7' 6' 9' 8' 8' 6' 7' 2' 9' 3' 8' 1• 362CSE16 12 24' 10' 21' 8' 18' 4' 17' 3' 15' 1' 12' 8' 15' 8' 13' 8' 11' 6' 14' 6' 12' 8' 10' 8' 13' 8' 11' 11' 10' 1' 13' 0' 11' 4' 9' 7' 12' 5' 10' 10' 9' 2• 16 22' 7' 19' 9' 16' 8' 15' 8' 13' 8' 11' 6' 14' 3' 12' 5' 10' 6' 13' 2' 11' 6' 9' 9' 12' 5' 10' 10' 9' 2' 11' 10' 10' 4' 8' 8' 11' 3' • 9' 10' 8' 1 4' 24 19' 9' 17' 3' 14' 6' 13' 8' 11' 11' 10' 1' 12' 5' 10' 10' 9' 2' 11' 6' 10' 1' 8' 6' 10' 10' 9' 6' 8' 0' 10' 4' 9' 0' 7' 7' 9' 10'. 8'. 7' 7' 3' 362CSN14 12 22' 5' 19' 7' 16' 6' 15' 6' 13' T 11' 5' 14' 1' 12' 4' 10' 5' 13' 1' 11' 5' 9' 8' 12' 4' 10' 9' 9' 1' 11' 9' 10' 3' 8' 8' 11' 2' 9' 9' 8' 3' 16 20' 4' 17' 9' 15' 0' 14' 1' 12' 4' 10' 5' 12' 10' 11' 2' 9' 5' 11' 11' 10' 5' 8' 9' 11' 2' 9' 9' 8' 3' 10' 8' 9' 4' 7' 10' 10' 2' 8' 11' 7' 6' • 24• 17' 9' 15' 6' 13' 1' 12' 4' 10' 9' 9' 1' 11' 2' 9' 9' 8' 3' 10' 5' 9' 1' 7' 8' 9' 9' 8' 7' 7' 3' 9'• 4' 8' 1' 6' 10' 8' 11' ''7' 9" , 6' 7' 362CSJ14 12 24' 1' 21' 0' 17' 9' 16' 8' 14' 7' 12' 4' 15' 2' 13' 3' 11' 2' 14' 1' 12' 4' 10' 5' 13' 3' 11' 7' 9' 9' 12' 7' 11' 0' 9' 3' 12' 1' 10' 6' 16 21' 11' 19' 1' 16' 1' 15' 2' 13' 3' 11' 2' 13' 9' 12' 1' 10' 2' 12' 10' 11' 2' 9' 5' 12' 1' 10' 6' 8' 10' 11' 5' 10' 0' 8' 5' 10' 1V .9' .7' 24 19' 1' 16' 8' 14' 1' 13' 3' 11' 7' 9' 9' 12' 1' 10' 6' 8' 10' 11' 2' 9' 9' 8' .3' 10' 6' 9' 2' 7' 9' 10' 0' 8' 9' 7' 4' 9' 7" 8'. 7 10' 362CSW14 12 25' 1' 21' 11' 18' 6' 17' 5' 15' 2' 12' 10' ' 15' 10' 13' 10' 11' 8' 14' 8' 12' 10' 10' 10' 13' 10' 12' 1' 10' 2' 13' 1' 11' 5' 9' 8' 12' 6' 10' 11' '9' 3' 16 22' 9' 19' 11' 16' 9' 15' 10' 13' 10' 11' 8' 14' 4' 12' 6' 10' 7' 13' 4' 11' 8' 9' 10' 12' 6' 10' 11' 9' 3' 11' 11' 10' 5' 8' 9' 11' 5' ' 9' 11' - • 8' 5' 24 19' 11' 17' 5' 14' 8' 13' 10' 12' 1' 10' 2' 12' 6' 10' 11' 9' 3' 11' 8' 10' 2' 8' 7' 10' 11' 9' 7' 8' 1' 10' 5' 9' 1' 7' 8' 9' 11' 8' 8' 7' 4' 362CSE14 12 26' 8' 23' 4' 19' 8' 18' 6' 16' 2' 13' 8' 16'10 14' 8' 12' 5' 15' 7' 13' 8' 11' 6' 14' 8' 12' 10' 10' 10' 13' 11' 12' 2' 10' 3' 13' 4' 11' 8' 9' 10' 16 24' 3' 21' 2' 17' 10' 16' 10' 14' 8' 12' 5' 15' 3' 13' 4' 11' 3' 14' 2' 12' 5' 10' 5' 13' 4' 11' 8' 9' 10' 12' 8' 11' 1' 9' 4' 12' 1' 10' ' - 7' 24 21' 2' 18' 6' 15' 7' 14' 8' 12' 16' 10' 11' 10' 14' 10' 3' 13' 17' 7' 4' 11' 15' 4' 8' 12' 1 9' 1 1' 0' • 16' 4' 12' 5' 10' 10' 9' 1' 11' 8' 10' 2' 8' 7' 11' 1' 9' 8' 8' 2' 10' 7' g' 3' 362CSW12 12 27' 10' 24' 4' 20' 6' 19' 4' 14' 3' 12' 0' 15' 4' 13' S' 11' 4' 14' 7' 12' 9' 10' 9' 13' 11' 12' 2' 10' 1 3' 7' 16 25' 4' 22' 1' 18' 8' 17' 15' 4' 12' 11' 15' 11' 13' 11' 11' 9' 14' 10' 12' 11' 10' 11' 13' 11' 12' 2' 10' 3' 13' 3' 11' 7' 9' 9' 12' 8' 11' 1' 7 10' 24 22' 1' 19' 4' 16' 4' 15' 4' 13' 5' 11' 4' 13' 11' 12' 2' 10' 3' 12' 11' 11' 4' 9' 6' 12' 2' 10' 8' 9' 0" 11' 7' 10' 1' 8' 6' 11' 1' 9' 362CSE12 12 29' 8' 25' 11' 21' 10' 20' 7' 18' 0' 15' 2' 18' 8' 16' 4' 13' 9' 17'. 4' 15' 2' 12' 9' 16' 4' 14' 3' 12' 0' 15' 6' 13' T 11' 5' 14' 10' 13' 0' N 10' 11' 16 27' 0' 23' 7' 19' 10' 18' 8' 16' 4' 13' 9' 17' 0' 14' 10' 12' 6' 15' 9' 13' 9' 11' 7' 8 8' 2' 24 23' 7' 20' 7' 17' 4' 16' 4' 14' 3' 12' 0' 14' 10' 13' 0' 10' 11' 13' 9' 12' 0' 10' 2' 13' 1 0' 11' 4' 1 9' 1 7' 12' 4• 12' 4' 10' 5' 13' 6' 1 ' 9' 9 11' IMPORTANT: For general notes for Curtain Wall Applicalion, see page 11. 10 9' 9' 1 1' 11' 9' 10' 8' 8' ' 3' Wind Load: 5 psi 15 psi 20 psi 25 psf 30 psf 35 psi 40 psi Deflection: L/240 L/360 ' L /600 L/240 60 L/600 L/240 1/360 L/600 L/240 L/360 L /600 L/240 L/360 L /600 L/240 L /360 L /600 L/240 1/360 L /600 Member Spacing 60CSN20 12 16 24 26' 9' 24' 4' 21' 3° 23' 5' 21' 3' 18' 7" 19' 9' 17' 11° 15' 8° 18' 6' v 14 8 "w 16' 3" 14' 9' 12' 10'w 13' 8' 12' 5' 10' 10 "w 16' 9 "w 15' 3 "w 13' 4 "w 14' 9' 13' 4'w 11' 8 "w 12' 5' 11' 3' 9 15' 7'w 14' 2 °w 12' 4 "w 13' 8 "w 12' 5'w 10' 10 "w 11' 6° 10' 6 "w 9' 2'w 14' 8'w 13' 4 "w 11' 4'w 12' 10 "w 11' 8'w 10' 2 "w 10' 10 "w 9' 10 "w 8' 7 "w 13' 11 "w 12' 7 "w 10' 5'w 12' 2'w 11' 1"w 9' 8 "w 10' 4 "w 9'. 4'w 8' 2 "w 3' 4 °w 12' 0 "w 9' 9'w 11' 8 "w 10' 7 "w 9' 3 "w 9' 10 "w 9' 0 "w 7' 1 D'w 60CSJ20 12 16 24 28' 4' 25' 9' 22' 6' 24' 9' 22' 6' 19' 7" 20' 10' 18' 11' 16' 7' 1s r 17' 10 "w 15' 7 "w 17' 2' 15' 7 "w 13' 7'w 14' 5' 13' 2° 11' 6'w 17' 10'w 16' 2 "w 14' 2 "w 15' 7'w 14' 2 "w 12' 4'w 13' 2' 11' 11'w 10' 5 "w 16' 7'w 15' 0 "w 13' 2'w 14' 5'w 13' 2 'w 11' 6 "w 12' 2' 11' 1'w 9' 8'w 15' 7 °w 14' 2'w 12' 4'w 13' 7 "w 12' 4'w 10' 10 "w 11' 6'w 10' 5'w 9' 1"w 14' 10 "w 13' 5'w 11' 9'w 12' 11 "w 11' 9 "w 10' 3 "w 10' 11 "w 9' 11'w 8' 8 "w 14' 2 "w 12' 10'w 11' 1°w 12' 4 "w 11' 3 "w 9' 10 "w 10' 5'w 9' 6 "w 8' 3'w 60CSW20 12 16 24 29' 6' 26' 9' 23' 5° 25' 9" 23' 5° 20' 5' 21' 9' 19' 9' 17' 3' 20' 5 "w 18' 7 "w 16' 3 "w 17' 10' 16' 3°w 14' 2 "w 15' 1' 13' 8" 11' 11 "w 18' 7"w 16' 10 "w 14' 8 "w 16' 3 "w 14' 9 "w 12' 11'w 13' 8' 12' 5 °w 10' 10 "w 17' 3 "w 15' 7'w 13' 7°w 15' 1°w 13' 8 "w 11' 11'w 12' 8'w 11' 6 "w 10' 1 'w 16' 3 "w 14' 8'w 12' 9'w 14' 2'w 12' 11 "w 11' 3'w 11' 11 "w 10' 10'w 9' 6 "w 15' 4'w 13' 11'w 12' 1'w 13' 6'w 12' 3 "w 10' 8 "w 11' 4 "w 10' 4 "w 9' O'w 14' 8 °w 13' 3'w 11' 3'w 12' 11 "w 11' 8 "w 10' 2 "w 10' 10 °w 9' 10 "w 8' 7'w 60CSE20 12 16 24 31' 2' 28' 4' 24' 8' 27' 2° 24' 9' 21' 7" 22' 11' 20' 10' 18' 3' 21' 6 "w 19' 5 "w 16' 11 "w 18' 10' 17' 1'w 14' 11'w 15' 11" 14' 5" 12' 8'w 19' 5'w 17' 7 "w 15' 4°w 17' 1'w 15' 6 °w 13' 6 "w 14' 5" 13' 2 "w 11' 6 "w 18' 0 "w 16' 4'w 14' 2'w 15' 10 "w 14' 4 "w 12' 6 "w 13' 5 "w 12' 2 "w 10' 8'w 16' 11 "w 15' 4 °w 13' 4'w 14' 11 "w 13' 6 "w 11' 9'w 12' 8 "w 11' 6 "w 10' 0 "w 16' 0 "w 14' 6'w 12' 8 "w 14' 2 "w 12' 10 'w 11' 2 "w 12' O'w 10' 11'w 9' 6'w 15' 4'w 13' 10'w 11' 11'w 13' 6 "w 12' 3 "w 10' 8 "w 11' 6°w 10' 5'w 9' 1 "w 60CSN18 12 16 24 29' 1" 26' 6' 23' 1° 25' 5' 23' 1" 20' 2" 21' 5' 19' 6" 17' 0" 20' 2' " " 16' 0" 17' 8" 16' 0" 14' 0" 14' 11" 13' 6' 11' 10" 18' 4" 16' 8' 14' 6' 16' 0" 14' 7" 12' 9° 13' 6' 12' 3" 10' 9" 17' 0' 15' 6" 13' 6 "w 14' 11" 13' 6' 11' 10" 12' 7" 11' 5" 10' 0" 16' 0' 14' 6" 12' 8 "w 14' 0" 12' 9' 11' 1"w 11' 10" 10' 9" 9' 4' 15' 3' 13' 9'w 12' 0'w 13' 4" 12' 1' 10' 7'w 11' 3' 10' 2' 8' 11'w 14' 6° 13' 2'w 11' 6'w 12' 9" 11' 7 "w 10' 1 °w 10' 9' 9' 9° 8' 6°w 60CSJ18 12 16 24 30' 10" 28' 0" 24' 5° 26' 11° 24' 5' 21' 4° 22' 8° 20' 7" 18' 0" 4" 19' 5" 16' 11' 18' 8' 16' 11° 14' 10' 15' 9' 14' 4' 12' 6" 19' 5" 17' 8' 15' 5 "w 16' 11' 15' 5' 13' 5' 14' 4" 13' 0" 11' 4° 18' 0' 16' 4' 14' 4 °w 15' 9' 14' 4' . 12' 6'w 13' 3" 12' 1" 10' 6' 16' 11' 15' 5'w 13' 5 °w 14' 10° 13' 5' 11' 9 "w 12' 6' 11' 4° 9' 11' 16' 1" 14' 8 'w 12' 9'w 14' 1" 12' 9' 11' 2'w 11' 10' 10' 9' 9' 5'w 15' 5 "w 14' 0 "w 12' 3'w 13' 5' 12' 3'w 10' 8 °w 11' 4" 10' . 4" 9' 0 "w 60CSW18 12 16 24 32' 1' 29' 2' 25' 6' 28' 0' 25' 6' 22' 3' 23' 8' 21' 6' 18' 9' 22' 3" 20' 3" 17' 8" 19' 5' 17' 8" 15' 5' 16' 5' 14' 11' 13' 0' 20' 3' 18' 4' 16' 1'w 17' 8' 16' 1' 14' 0" 14' 11' 13' 6° 11' 10' 18' 9° 17' 1' 14' 11'w 16' 5' 14' 11' 13' 0 "w 13' 10° 12' 7" 11' 0" 17' 8' 16' 1°w 14' O'w 15' 5' 14' 0' 12' 3 "w 13' 0° 11' 10' 10' 4'w 16' 9" 15' 3'w 13' 4'w 14' 8' 13' 4°w 11' 8'w 12' 4' 11' 3' 9' 10'w 16' 1°w 14' 7 "w 12' 9'w 14' 0' 12' 9°w 11' 2'w 11' 10' 10' 9' 9' 5'w 60CSE18 12 16 24 33' 8' 30' 7" 26' 9' 29' 5" 26' 9" 23' 4' 24' 10" 22' 6" 19' 8" 23' 4' 21' 2' 18' 5' 20' 5' 18' 6' 16' 2° 17' 2' 15' 8° 13' 8" 21' 2° 19' 2' 16' Tw 18' 6' 16' 10' 14' 8" 15' 8' 14' 2' 12' 5" 19' 7' 17' 9' 15' 4'w 17' 2° 15' 8" 13' 7'w 14' 6' 13' 2' 11' 6' 18' 5" 16' 7 "w 14' 5'w 16' 2° 14' 8° 12' 10 °w 13' 8' 12' 5° 10' 10 "w 17' 5'w 15' 8'w 13' 8'w 15' 4' 13' 11 °w 12' 2'w 13' 0' 11' 9' 10' 4 "w 16' 7'w 15' 0 °w 13' 1 °w 14' 8' 13' 4 "w 11' 7 "w 12' 5' 11' 3' 9' 10'w 60CSN16 12 16 24 31' 3' 28' _ 5° 24' 10° 27' 4' 24' 10' 21' 8' 23' 0" 20' 11' 18' 3" 21' 8' 19' 8' 17' 2° 18' 11" 17' 2" 15' 0" 16' 0" 14' 6" 12' 8" 19' 8' 17' 11° 15' 8" 17' 2° 15' 8" 13' 8" 14' 6" 13' 2" 11' 6° 18' 3' 16' 7" 14' 6° 16' 0' 14' 6' 12' 8" 13' 6° 12' 3° 10' 8" 17' 2' 15' 8' 13' 8' 15' 0" 13' 8° 11' 11" 12' 8" 11' 6". 10' 1' 16' 4° 14' 10' 13' 0" 14' 3' 13' 0' 11' 4' 12' 1° 10' 11' 9' 7" 15' 8' 14' 2' 12' 5' 13' 8" 12' 5" 10' 10" 11' 6' 10' 6' 9' 2' 60CSJ16 12 16 24 33' 5' 30' 4' 26' 6' 29' 2' 26' 6' 23' 2' 24' 7° 22' 4' 19' 7' 23' 2' ' ° 41110 20' 3' 18' 5° 16' 1' 17' 1" 15' 6" 13' 7' 21' 1° 19' 2° 16' 8' 18' 5° 16' 8° 14' 7' 15' 6' 14' 1" 12' 4' 19' 7' 17' 9' 15' 6' 17' 1' 15' 6° 13' 7° 14' 5" 13' 1" 11' 5' 18' 5° 16' 8" 14' 7' 16' 1' 14' 7° 12' 9° 13' 7" 12' 4" 10' 9" 17' 6' 15' 10' 13' 10° 15' 3' 13' 10" 12' 1° 12' 10' 11' 8" 10' 3' 16' 8° 15' 2" 13' 3'w 14' 7' 13' 3° 11' 7° 12' 4' 11' 2" 9' 9' 60CSW16 12 16 24 34' 6° 31' 4' 27' 5' 30' 2° 27' 5' 23' 11° 25' 5' ' 23' 1' 20' 2° 21' 9' 19' 0' 20' 11' 19' 0° 16' 7' 17' 7' 16' 0' 14' 0" 21' 9' 19' 9' 17' 3" 19' 0' 17' 3' 15' 1' 16' 0" 14' 7' 12' 8' 20' 2' 18' 4' 16' 0° 17' 7' 16' 0" 14' 0' 14' 10° 13' 6' 11' 10' - 19' 0' 17' 3" 15' 1' 16' 7' 15' 1' 13' 2' 14' 0" 12' 8" 11' 1' 18' 0" 16' 5' 14' 4° 15' 9' 14' 4' 12' 6' 13' 3' 12' 1° 10' 7° 17' 3° 15' 8° 13' 8 "w 15' 1' 13' 8' 11' 11' 12' 8' 11' 7' 10' 1' 60CSE16 12 16 24 36' 6° 33' 2° 28' 11' 31' 10' 28' 11" 25' 3' 26' 10' 24' 5° 21' 4° 25' 3° 23' 0' 20' 1" 22' 1° 20' 1' 17' 6' 18' 8" 16' 11° 14' 9" 23' 0" 20' 10" 18' 3" 20' 1° 18' 3' 15' 11' 16' 11' 15' 5' 13' 5' 21' 4' 19' 4' 16' 11° 18' 8' 16' 11° 14' 9' 15' 9' 14' 3' 12' 6' 20' 1" 18' 3' 15' 11' 17' 6° 15' 11" 13' 11' 14' 9' 13' 5' 11' 9° 19' 1° 17' 4" 15' 2 "w 16' 8° 15' 2' 13' 3' 14' 1' 12' 9' 11' 2' 18' 3' 16' 7' 14' 6'w 15' 11° 14' 6° 12' 8' 13' 5' 12' 2" 10' 8° 60CSN14 12 16 24 33' 7" 30' 6' 26' 8' 29' 4' 26' 8' 23' 3' 24' 9° 22' 6' 19' 8' 23' 3° 21' 2' 18' 6° 20' 4° 18' 6' 16' 2' 17' 2' 15' 7' 13' 7' 21' 2' 19' 3" 16' 9' 18' 6' 16' 9' 14' 8' 15' 7' 14' 2° 12' 4' 19' 8' 17' 10' 15' 7' 17' 2' 15' 7' 13' 7" 14' 6' 13'' 2' 11' 6' 18' 6° 16' 9' 14' 8' 16' 2° 14' 8' 12' 10° 13' 7' 12' 4' 10' 10' 17' 7° 15' 11' 13' 11° 15' 4' 13' 11' 12' 2" 12' 11' 11' 9' 10' 3' 16' 9' 15' 3' 13' 4' 14' 8' 13' 4° 11' 8' 12' 4' 11' 3' 9' 10' 60CSJ14 12 16 24 35' 11' 32' 8° 28' 6' 31' 4° 28' 6' 24' 11' 26' 6' 24' 0' 21' 0' 24' 11' 22' 7" 19' 9" 21' 9' 19' 9° 17' 3' 18' 4' 16' 8' 14' 7' 22' 7' 20' 7' 17' 11° 19' 9' 17' 11° 15' 8" 16' 8' 15' 2' 13' 3' 21' 0" 19' 1° 16' 8' 18' 4" 16' 8' 14' 7° 15' 6' 14' 1' 12' 3' 19' 9° 17' 11' 15' 8' 17' 3' 15' 8' 13' 8" 14' 7' 13' 3' 11' 7' 18' 9' 17' 1" 14' 11' 16' 5' 14' 11° 13' 0° 13' 10' 12' 7' 11' 0' 17' 11' 16' 4' 14' 3' 15' 8' 14' 3" 12' 5" 13' 3° 12' 0' 10' 6° 60CSW14 12 16 24 37' 1' 33' 8" 29' 5° 32' 5° 29' 5° 25' 8° 27' 4" 24' 10''' 21' 8' 25' 8" 20' 5° 22' 5' 20' 5" 17' 10' 18' 11' 17' 3° 15' 0" 23' 4' 21' 3' 18' 6' 20' 5" 18' 6' 16' 2" 17' 3' 15' 8' 13' 8' 21' 8' 19' 8' 17' 3° 18' 11' 17' 3' 15' 0" 16' 0" 14' 6' 12' 8' 20' 5° 18' 6° 16' 2° 17' 10° 16' 2° 14' 2° 15' 0' 13' 8' 11' 11' 19' 5' 17' 7' 15' 5' 16' 11' 15' 5° 13' 5' 14' 3' 13' 0" 11' 4' 18' 6' 16' 10" 14' 9' 16' 2' 14' 9° 12' 10' 13' 8' 12' 5° 10' 10' 60CSE14 12 16 24 39' 3' 35' 8' 31' 2° 34' 3' 31' 2' 27' 2° 28' 11' 26' 3' 22' 11' ti 2 . 24' 8' 21' 7' 23' 9' 21' 7' 18' 10' 20' 0' 18' 2° 15' 11° 24' 8° 22' 5° 19' 7' 21' 7' 19' 7' 17' 2' 18' 2" 16' 6' 14' 5' 22' 11' 20' 10' 18' 2' 20' 0' 18' 2" 15' 11' 16' 11' 15' 4' 13' 5' 21' 7° 19' 7° 17' 2' 18' 10' 17' 2' 15' 0° 15' 11' 14' 5' 12' 7' 20' 6' 18' 8' 16' 3° 17' 11° 16' 3' 14' 3' 15' 1° 13' 9' 12' 0' 19' T 17' 10' 15' 7' 17' 2' 15' 7' 13' 7" 14' 5" 13' 2' 11' 6° 60CSW12 12 16 24 41' 4' 37' 7' 32' 10' 36' 1° 32' 10' 28' 8° 30' 5° 27' 8' '24' 2' 28' 8' 26' 0' 22' 9' 25' 0" 22' 9' 19' 10° 21' 1° 19' 2' 16' 9" 26' 0' 23' 8' 20' 8' 22' 9' 20' 8° 18' 1" 19' 2' 17' 5° 15' 3" 24' 2° 21' 11° 19' 2' 21' 1° 19' 2' 16' 9" 17' 10' 16' 2' 14' 2' 22' 9° 20' 8' 18' r 19' 0" 18' 1' 15' 9' 16'' 9" 15' 3' 13' 4° 21' 7' 19' 8' 17' 2° 18' 10' 17' 2' 15' 0° 15' 11° 14' 6' 12' 8' 20' 8' 18' 9' 16' 5° _ 18' 1' 16' 5° 14' 4' 15' 3' 13' 10" 12' 1' 60CSE12 12 16 24 43' 9' 39' 9' 34' 9' 38' 3' 34' 9' 30' 4' 32' 3' 29' 4' 25' 7° 30' 4' 27' 7' 24' 1' 26' 6' 24' 1' 21' 0' 22' 4° 20' 4' 17' 9' 27' 7° 25' 1' 21' 11' 24' 1' 21' 11' 19' 1' 20' 4" 18' 5' 16' 1" 25' 7' 23' 3' 20' 4° 22' 4' 20' 4' 17' 9' 18' 10° 17' 2' . 15' 0' 24' 1° 21' 11' 19' 1' 21' 0' 19' 1° 16' 8' 17' 9' 16' 1' 14' 1° 22' 11' 20' 9° 18' 2' 20' 0" 18' 2° 15' 10° 16' 10' 15' 4' 13' 5' 21' 11" 19' 11° 17' 4' 19' 1" 17' 4' 15' 2" 16' 1' ' 8' 10" IMPORTAVT: For oeneral omen Inr Curtain wan nns,ar,,,. " "e ..,,." I. -12' Curtain Wall Limiting Height — 6" Studs UNIMAST INCORPORATED Technical Services Hotline 800-969-4110 16 • FRAN IC W. NEAL 1015 W. Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 Structural Engineers (817) 332 - 1944 (817) 336 -8620 FAX PROJECT: NO: Shack -Store No.01 -3716 02/18/02 12 of12 NO: DATE PAGE RE: Washington Sq. Mall, Tigaro, Oregon BWG FWN ENGR: CHK: dNV _VAN -L. 5- � «/ - \i A Gam/ 11 j��:i LORAL. V 0 `;._. \ \fik-lc,c)D • ST'uC",.) WP--.1.....t_ 0?:',....4.-f-ar..1=7 E -7, ? 1 , 7 F , 97. , 5 - k .-7 , -,; ) 1Z 1 r ' 'F' — 6 ° Z6t '' c - 1 G k i3. G Ffer is (I, ? ! „ C) C . z 0, 'ES? 24 -7 0 t2 . '2 FW Z, r 6 ,, re. "0. c- / 72 ee e Ed :-0 e.. ' t '. t -71 - Tv0 C• L . 0( 5 7t.to BY G. OHANIAN RACK DESIGN & ENGINEERING CO. 2-12-02 3786 LA CRESCENTA AVE., SUITE 204 SHEET NO.... DATE . ... - GLENDALE, CA. 91208 JOB NO. RD -6570 SUBJECT ......� TEL:(818)957 -2980 FAX:(818)957 -8603 STRUCTURAL CALCULATIONS OF "LOZIER" STORAGE SHELVING FOR: E RCEIV RADIOSHACK FEB ,ri) CI FY U i'UMW WASHINGTON SQUARE MALL BUILDING DIVISION 9785 SW WASHINGTON STREET TIGARD, OR. 97224 PER UBC 1997 EDITION STORAGE SHELVING CAPACITY: (, PR OFF S 150 # / LEVEL ���,�31PVE 18445PE , A O REGON CALCS. 1 THRU 3 ' 47/10 OHO" axp. 12_ 31 -0 2 DRAWINGS: RD -6570 SH. 1 • G. OHANIAN RACK DESIGN & ENGINEERING CO. . .... DATE ... 2 . 12 - 3786 LA CRESCENTA AVE., SUITE 204 SHEET NO. ? GLENDALE, CA. 91208 JOB NO .. RD -6570 SUBJECT TEL:(818)957 -2980 FAX:(818)957 -8603 FIXED SHELVING ROLLING SHELVING 48" 36" 18" 18" 48" 24" 36 I I 18 I \ i a " X " BRACING - ___-__ IL _ - . CIG �-.. "X" BRAN .� / up 0 0 .- � - - - - N -- i 4 "m CR 5 BOLT 2 PLACES N -, i , 1 11/ , 7 ce ! r 4 FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW SEISMIC DESIGN 150 # / LEVEL V _ 2.5xCaxl x w UBC 1997 SEC. 2222 R 1 =1 Ca= .44xNa Rw =4.4 TRANSV. DIR. (BRACED) Ca =.44x1 =.44 Na =1 LOAD PER COLUMN K P= 5x.15 =.38 K 2 v= 2.5x.44x.38 = 09. K BASE SHEAR PER COLUMN 4.4 3/4 "x13 GA. FLAT BAR ( "X" BRACING) Ta =.09 "x.75 "x36x.6 =1 .4 K BASE SHEAR PER BAY= 4x.09 =.36 <1.4 B G. OHANIAN RACK DESIGN & ENGINEERING CO. DATE ... 2 -1 2 -02 3786 LA CRESCENTA AVE., SUITE 204 SHEET N0.. 3 GLENDALE, CA. 91208 JOB NO. RD - 6570 SUBJECT TEL:(818)957 -2980 FAX:(818)957 -8603 SHELVING COLUMN 3/4.. KSI KI _ i F =36 r — .28 = 78.5 , , I A =.31 F = 1 1 .4 KSI • r 28 TIM -_J Q=.7 Pa =F axA = 3.5 t =.or LOAD TO COL. P = .38 K .09 x2x96 "x.5x 1 .1 5 = 93'K 18 OVERTURNING M OT = .09 K x2x96 "x.5x1 .15 = 9.9 M = .38 =6.8 K UPLIFT = 9.9 K - 6.8 K = .17 K t 18" M1 BASE PLATE FIXED SHELVING Q TENSION = ' _ 01 K "" t "" 2 K t =1/8.. ANCHOR SHEAR = 09 = .05 2 USE (2)-1/4"0 WEDGE TYPE ANCHORS PER BASE PLATE, 2" EMB. (ICBO #4627) ROLLING SHELVING ANTI —TIP TRACK ANCHORED TO FLOOR W/ 1/4"0 ANCHORS © 24" o.c. ANTI —TIP ARM TEK SCREWED TO MOBILE CARRIAGE W/ (2) 1/4"0 TEK SCREWS SHELVING POST CONNECTED TO CARRIAGE W/ (2) 1/4"O TEK SCREWS PER POST ,00_ IUD FFR 0 9 /*I'' Cal Y BUILDING DIVISION Structural Calculations for Store Shelving Radio Shack -Store No.01 -3716 Washington Sq. Mall, Tigaro, Oregon Radio Shack Thomas A. Pirtle III. Architect N.C.A.R.B. A.I.A. 300 W. 3rd Street, Suite 800 ' Fort Worth, Texas 76102 -2808 • co �.•. 8 • 11 .1 PE t w OREGON February 18, 2002 9 q� Yn � Q b K W. BENET.F30 FRANK W. NEAL & ASSOC., INC. Structural Engineers 1015 W. Broadway, Suite A Fort Worth, Texas 76104 E -Mail bgreen@fwna-eng.com (817) 332 -1944 FAX (817) 336 -8620 i FRANK W. N EAL • 1015 W. Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 (817) 332 -1944 • Structural Engineers (817) 336 -8620 FAX PROJECT: Radio Shack -Store No.01 -3716 NO: DATE 02/18/02 PAGE 1 of12 RE: Washington Sct. Mall, Tigaro, Oregon ENGR: 13 W CHK: FWN __ I fl` JG. .l `a 16 4 / f E R! 4 iR ST ..' i7o1 . .e\ =,€�. l 'pack`, Lit 3 � „I 1 . c- 4,./CA,/ � 4_ a '' Ea e {� I l/E %k°ik/ BA --,:3 ' r1i r1' / V 2. 5� ''. A � / N. Cw "" . 44 KL - 4--\ (1.2 ) -- 6Z • i t f __ _ _ A , L A V L. :: ((= C..; 6A��t ",� l— :1. �" �<'�+� �__r...-- - I J ` 1. 2_ 1,-4 - 6 L. E 1 4- S • li 7 1. 0 F\ , 44 \ u.'4:=:,,, c"'R.> <r.-,- r 1"° Val . 3v 1 (!TA -0 v�Jr��L,..s s qtr ►� A ) - 76 . (4 -t7" wu) FF`,c ) t -e/ 2-40O FGA & ' 0\e, k - \ S c 1--k- 1 (z -5) (o.sue )c.c.$)'6 \ 1 0 GL' 1 ( t-.c x)) 5. 6 FRANK W. NEAL 1015 W Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 Structural Engineers (817) 332-1944 (817) 336 -8620 FAX Radio Shack -Store No.01 -3716 . 02/18/02 2 of12 PROJECT: NO: DATE PAGE RE: Washington Sc�. Mall Tigaro Oregon l3WG FWN ENGR: CHK: — FAH b`f /.L.L. e ..:r°( sTet- , / 111 I /z -E= Ie) (.o -1 -X - t7-- 1 l e" I /z • ___ lk" + ( I 4 /(. o4s 1(. /517 X Z -71- I Tr 4- >4 = ,,,,,!. 7 _\_ , c>. 2. t et 1. t,i . X . mC7 ..Q' -/ T e :TI .) OF =- �°.1 i ii T 1 tz - I 0 ,e1- 8 t t) `I° 7 1 — __A.._.—. I . FRAN I( W. N EAL 1015 W. Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 (817) 332-1944 Structural Engineers (817) 336-8620 FAX Radio Shack -Store No.01-3716 02/18/02 3 of12 PROJECT: NO: DATE PAGE Washington Sci. Mall, Tigaro, Oregon DWG FWN RE: ENGR: CHK: I ANT>( V.4k— ..K. 4 —...-M-CS 5 i i"---..) --.....------- _—__—_...._......--..,—... .,„.... , ti :<;17‘ in:),K-; e D ./ffr . 1 (.4):" tA77.92At LcA ,-, (50F5. F.Y2 F Z-3 6) °J ) , :› n ---4 r.4- 5:4-5 K..--1,) ,,.. 75, s ■4s-y- c-a_■.A- 7//: , //:/.:7„ Ft9 (.. F r b N .> -f‘ 1 0 .,`.., or. . -* Holv ; 1 is - 1t- 1-ci Lic:t t..7.fizAL ._ Ls-v F"Zoi- TOrk-"=-: e- e five : A t a,Akk 1 PE.' ri'l T1 p-,-Dr LL FA7,- • 0 u - cp.% 6, e.-I.Te-- LE 1 - 4E r5.4c - , V._-‘1,1 -Ac rkat-t Fic> fri kV 'I = ,, IA Len ' • 2%. (\`‘-'‘ - 5-45 k—It---) = ,i — Zt. Ve,St 1 1-_A . - _ / /AI / • . --i---7.;"%. - e. -- 1-----'4' I La 1. '... -- / ----:::-..-L-=_-_—:— . FRANK W. NEAL 1015 W. Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 (817) 332-1944 Structural Engineers (817) 336-8620 FAX Radio Shack -Store No.01-3716 02118/02 4 of12 PROJECT: NO: DATE PAGE Washington Sc. Mall, Tigaro, Oregon 13 W G FWN RE: ENGR: CHK: s Td&NA1 - 71" VAL-t- ,..› or: . t .< 0^-:‘ CL ''2 ‘, ‘D2 C , -1/-* (2F7)(3()?-5r)((7;2)6 1 -----) 4 4---- ;M 4 i 60 ,1 ' C- E---- CO () t (" P5r ) ------ 60 Pc_F- i-I 01/K Af3 ( A) i Pe N31 (g , - , 0rurKilv6,-=" (14:Z 0-F)(7 -7 4- 6" ) --,- Ac . 6 Frit: (11727 "Uri) ( 0 Ft—r ") ( y( -"A?.) - 52.5. 0 r 1 -----=.----------- / S1 (5i. -5 ..", goStez;MN.K.0 TO be UT" Ftri NAT ) a'. AAJC.. t. to I?, 7 - icTit.41.aPit-770A,/, = --1- .6 - 1 ?o 1,-rt (') m F,A, 1 A M P E.:3-1/3c7ptlerAir ...... ................________. ____.___ 5 of12 Carbon Steel Kwik Bolt II Allowable Loads in Concrete Anchor Embedment • 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1' /s 270 430 330 430 380 430 470 430 (29) (1.2) (1.9) (1.5) (1.9) (1.7) (1.9) (2.1) (1.9) '/4 2' 560 590 630 (6.4) (51) (2.5) 530 (2.6) 530 ( 530 670 530 3 670 (2. 670 (2.4) 670 (2.4) (3.0) (2.4) (95) (3.0) (3.0) (3.0) 1 /e 530 990 650 1040 750 1100 850 1100 (41) (2.4) (4.4) . ) 6) • (3.3) (4.9) (3.8) (4.9) '/e 2 1200 129 1370 (9.5) (64) (5.3) 1470 (5.7) 1470 ( 1470 1550 1470 474* 1330 ( 1390 (6.5) 1440 (6.5) (6.9) (6.5) (108) (5.9) (6.2) (6.4) 2' /i 1170 1940 1310 1970 1450 1970 1730 1970 (57) (5.2) (8.6) (5.8) (8.8) (6.4) (8.8) (7.7) (8.8) '/2 37:' 1870 2130 2400 (12.7) (89) (8.3) 2450 ( 2450 (10.7) 2450 2800 2450 6* 2080 (10.9) 2310 (10.9) 2530 (10.9) (12.5) (10.9) (152) (9.3) (10.3) (11.3) 2'/4 1600 3070 1870 3070 2130 3070 2670 3070 (70) (7.1) (13.7) (8.3) (13.7) (9.5) (13.7) (11.9) (13.7) 5 /e 4" 2400 2850 3290 (15.9) (102) (10.7) • 3840 (12.7) 3840 (14.6) 3840 4190 3840 7** 3200 (17.1) 3470 (17.1) 3730 (17.1) (18.6) (17.1) (178) ...; (14.2) (15.4) (16.6) 3 1970 4140 2320 4140 2670 4140 3200 4140 (83) (8.8) • (18.4) (10.3) (18.4) (11.9) (18.4) (14.2) (18.4) 3 /4 4 2930 4130 4800 5870 (19.1) (121) (13.0) 5120 (18.4) 5120 , (21.4) 5120 (26.1) 5120 8** 4000 (22.8) 4930 (22.8) 5870 (22.8) 6320 (22.8) (203) (17.8) (21.9) (26.1) (28.1) 47: 3330 7070 4050 7600 4670 8140 5070 (114) (14.8) (31.4) (18.0) (33.8) (20.8) (36.2) (22.6) 1 6 4930 6000 7070 8400 9200 (25.4) (152) (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) - 9 6670 (40.9) 7670 (40.9) 8670 ( 10670 (229) (29.7) ( 34.1) (38.6) (47.5) ' Values shown are for Shear Through The Threads " Values shown are fo r Shear Through The Bolt Body a shear plane acting a shear plane acting pm through the anchor al through the anchor i i i bolt body. When the �p bolt body. When th shear plane is acting � ' �, shear plane is acting . ��°" A.p through the anchor through the anchor , `.:- bolt threads, reduce : - -:: bolt threads, reduce the shear values by the shear value by ' 20 %. ` 1 J 12 %. _ - , All other values shown are for shear plane acting through either body or threads. FRANK VV. N EAL 1015 W. Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 Structural Engineers (817) 332-1944 (817) 336 -8620 FAX Radio Shack -Store No.01 -3716 0211&102 6 of12 PROJECT: NO: DATE PAGE Washington Sd. MaII, Tigaro, Oregon DWG FWN RE: ENGR: CHK: I A 1\&7°f WALL, t-.L �71 V\ A u_r3'f of V — 1 c_, — 13A- \ /VALI_ 5YS 1-1 t ...._ a -----,--- VI %� 6 " � , � ��._- GJ vii TALAL_ • 60 PL F" i (----- U v,l F---a --)(- 1 A 1 4 14t 1� ; —. 1 .4k&.K 2_..a \/ 1 'VCtn.l11 -.1C, AC:1,017 ). c`1. .) Ho = (14.z =)(-71 6 1 (24 24 _t. (�,,,)- A 6 F .A f 1 ;eT -je7,1-,1' t- - - 0 0• _ _. --- ? , (>[ 5 ,6 ) FRANK W N EAL 1015W. Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 (817) 332-1944 Structural Engineers (817) 336-8620 FAX Radio Shack --Store No.01-3716 02/18/02 7 of12 PROJECT: NO: DATE PAGE Washington •Scl. Mall, Tigaro, Oregon BWG FWN RE: ENGR: CHK: I At\i1 (2--N/E efiNT 1 N.1 (-121 1, CI t-4 1,-,k-Kt 0 - VD VW\ 7,..4‘` . Th ts•A LoAD 15 5./1707.,TIT) T( IAJALL, WALL 'j/372 t-1 177/77 - 77. •7/Z: ( TSE) r D 14 A (-S c. FRANK W. NEAL 1015 Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 (817) 332-1944 Structural Engineers (817) 336-8620 FAX Radio Shack -Store No.01-3716 02/18/02 8 of12 PROJECT: NO: DATE PAGE Washington Sq. Mall, Tigaro, Oregon DWG FWN RE: ENGR: CHK: LIPPOVt:r / 0\ " kl ( L 67 (=A - LA61, t7E".k 1 .„. 0•41 t`til,P iti I 731. 9 z A ) 7 > • i\ -Nc•a„ Mk2:1 ■Aj A , ••:,cp,,i NI-0 10 67,A, -53 u r,„) L.L0 ocAi 6C 3 L - 1 - 10(- 1 17 :2 Z Z :2_ , • FRANK W. N EAL 1015 W Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 (817) 332-1944 Structural Engineers (817) 336-8620 FAX Radio Shack -Store No.01-3716 02/18/02 9 of12 PROJECT: NO: DATE PAGE Washington 5ct. Mall, Tigaro, Oregon 13WG FWN RE: ENGR: CHK: k- h---p IN (Ay \ 3r Lois.° rair2.j 0 Is- < Tri H V1 VEFT cool/ALI:3m- /...;v57. . 4 5K - up \ 0 vi Ve) ( "5 16 I .G 6-„o CS NJ I?, Fr' /rr e Fbiz, "5E267 Acre.S_AliWivE-5 Curtain Wall Limiting Height —3 Stud Wind Load: Deflection: Member 362CSN20 15 psI 30 pet 35 pet 5 psI 20 pet 25 psI 1/240 1/360 L/600 1240 L/360 1 /600 L/240 L/360 1 /600 L/240 1/360 1/600 L/240 L/360 1/600 L/240 L/360 L/600 Spacing 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 . 16 24 12 16 24 12 16 24 12 16 24' 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 17' 11' 15' 8' 13' 3' 12' 5' 10' 10' 9' 2' 11' 3' 9' 11' 8' 4' 10' 5' 9' 2' 7' 9' 9' 10' 8' 8' 7' 3' 9' 4' 8' 2' 6' 11' 16' 4' 14' 3' 12' 0' 11' 3' 9' 11' 8' 4' 10' 3' 9' 0' 7' 7' 9' 6' 8' 4' 7' 0' 8' 11' 7' 10' 6' 7' 8' 6'w 7' 5' 6' 3' 14' 3' 12' 5' 10' 6' 9' 10' 8' 8' 7' 3' 8' 11' 7' 10' 6' T 8' 3'w 7' 3'w 6' 2' 7' _ 9'w 6' 10'w 5' 9' 7' 4'w 6' 6'w 5' 6'w 19' 1' 16' 8' 14' 1' 13' 3' 11' 7' 9' 9' 12' 0' 10' 6' 8' 10' 11' 2' 9' 9' 8' 3' 10' 6' 9' 2' 7' 9' 10' 0' 8' 9' 7' 4' 17' 4' 15' 2' 12' 9' 12' 0' 10' 6' 8' 10' 10' 11' 9' 6' 8' 1' 10' 2' 8' 10' 7' 6' " 9' 6'w 8' 4' 7' 0' 9' 1'w 7' 11'w 6' 8' 15' 2' 13' 3' 11' 2' 10' 6' 9' 2' 7' 9' 9' 6'w 8' 4' 7' 0' 8' 10'w 7' 9'w 6' 6' 8' 4'w 7' 3'w 6' 2'w 7' 11'w 6' 11'w 5' 10'w 20' 0' 17' 6' 14' 9' 13' 10' 12' 1' 10' 3' 12' 7' 11' 0' 9' 3' 11' 8' 10' 3' 8' 7' 11' 0' 9' 7' 8' 1' 10' 6'w 9' 0' 7' 8" 18' 2' 15' 11' 13' 5' 12' 7' 11' 0' 9' 3' 11' 5' 10' 0' 8' 5' 10' 8' . 9' 3' 7' 10' 10' 0'w 8' 9' 7' 4' 9' 6'w 8' 4'w 7' 0' 15' 11' 13' 10' 11' 8' 11' 0' 9' T 8' 1' 10' O'w 8' 9' 7' 4' 9' 3'w 8' l'w 6' 10' 8' 8'w 7' 8'w 6' 5'w 8' 3'w 7' 3'w 6' 1' 21' 3' 18' 7' 15' 8' 14' 8' 12' 10' 10' 10' 13' 4' 11' 8' 9' 10' 12' 4' 10' 10' 9' 2' . 11' 7' ' 10' 2' 8' 7' 11' 0'w 9' 8' 8' 2' 19' 4' 16' 10' 14' 3' 13' 4' 11' 8' 9' 10' 12' 1' 10' 8' 9' 0' 11' 2'w 9' 10" 8' 4' 10' 6'w 9' 3'w 7' 10' 9' 11'w 8' 9'w 7' 5' 16' 10' 14' 9' 12' 5' 11' 7' 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NI 10 ^toV • N N 33' 5' 30' 4' 26' 6' 29' 2' 26' 6' 23' 2" 24' 7' 22' 4' 19' 7' 23' 2' 18' 5' 20' 3" 18' 5' 16' 1" 17' 1" 15' 6" 13' 7" 21' 1' 19' 2' 16' 8" 18' 5' 16' 8' 14' 7' 15' 14' 12' 6' 1" 4° 19' 7' 17' 9' 15' 6' 17' 1' 15' 6' 13' 7° 14' 5° 13' 1" 11' 5" 18' 5" 16' 8° 14' 7" 16' 1' 14' 7' 12' 9' 13' 7" 12' 4" 10' 9" 17' 6' 15' 10' 13' 10' 18' 0' 16' 5' 14' 4' 15' 3' 13' 10" 12' 1' 15' 9' 14' 4' 12' 6' 12' 10' 11' 8' 10' 3' 13' 3' 12' 1' 10' 7' 16' 8' 15' 2' 13' 3'w 14' 7' 13' 3° 11' 7" 12' 4' 11' 2" 9' 9' 60CSW16 34' 6' 31' 4" 27' 5' 30' 2' 27' 5' 23' 11' 25' 5' 23' 1" 20' 2' 21' 9" 19' 0' 20' 11" 19' 0' 16' 7' 17' 7" 16' 0' 14' 0" 21' 9' 19' 9" 17' 3° 19' 0' 17' 3" 15' 1' 16' 14' 12' 0° 7' 8° 20' 2' 18' 4' 16' 0' 17' 7' 16' 0' 14' 0' 14' 10" 13' 6° 11' 10' 19' 0" 17' 3° 15' 1" 16' 7" 15' 1' 13' 2' 14' 0" 12' 8" 11' 1' 17' 3' 15' B° 13' 8 "w 15' 1' 13' 8' 11' 11' 12' 8" 11' 7" 10' 1' 60CSE16 12 16 24 36' 6" 33' 2' 28' 11' 31' 10" 28' 11" 25' 3" 26' 10' 24' 5' 21' 4° 25' 3' 23' 0" 20' 1" 22' 1" 20' 1' 17' 6" 18' 8' 16' 11" 14' 9' 23' 0" 20' 10" 18' 3" 20' 1' 18' 3' 15' 11' 16 '11' 15' 5' 13' 5" 21' 4' 19' 4' 16' 11' 18' 8" 16' 11" 14' 9' 15' 9° 14' 3° 12' 6" 20' 1° 18' 3' 15' 11' 17' 6' 15' 11" 13' 11" 14' 9" 13' 5' 11' 9" 19' 1" 17' 4' 15' 2 "w 16' 8' 15' 2" 13' 3' 14' 1' 12' 9' 11' 2' 18' 3" 16' 7" 14' 6 "w 15' 11' 14' 6' 12' 8' 13' 5" 12' 2' 10' 8" 60CSN14 12 16 24 33' 7' 30' 6' 26' 8' 29' 4" 26' 8' 23' 3" 24' 9' 22' 6' 19' 8' 23' 3' 21' 2' 18' 6" 20' 4" 18' 6" 16' 2' 17' 2' 15' 7' 13' 7' 21' 2' 19' 3° 16' 9° 18' 6° .16' 9' 14' 8° 15' 14' 12' 7' 2" 4' 19' 8" 17' 10" 15' 7" 17' 2' 15' 7' 13' 7" 14' 6' 13'' 2' 11' 6' 18' 6' 16' 9' 14' 8' 16' 2° 14' 8° 12' 10° 13' 7" 12' 4" 10' 10' 17' 7' 15' 11' 13' 11' 15' 4° 13' 11° 12' 2" 12' 11' 11' 9" 10' 3' 16' 9' 15' 3" 13' 4' 14' 8' 13' 4' 11' 8" 12' 4" 11' 3" 9' 10' 60CSJ14 12 16 24 35' 11' 32' 8' 28' 6' 31' 4' 28' 6" 24' 11" 26' 6' 24' 0' 21' 0' 24' 11" 22' 7" 19' 9" 21' 9" 19' 9' 17' 3" 18' 4' 16' 8' 14' 7' 22' 7" 20' 7' 17' 11' 19' 9' 17' 11' 15' 8" 16' 15' 13' 8" 2' 3" '21' 0' 19' 1" 16' 8' 18' 4° 16' 8" 14' 7" 15' 6' 14' 1' 12' 3' 19' 9' 17' 11' 15' 8' 17' 3" 15' 8' 13' 8' 14' 7" 13' 3" 11' 7' 18' 9' 17' 1' 14' 11' 16' 5" 14' 11" 13' 0" 13' 10" 12' 7" 11' 0" 17' 11' 16' 4" 14' 3' 15' 8' 14' 3" 12' 5' 13' 3' 12' 0' 10' 6' 60CSW14 12 16 24 37' 1' 33' 8' 29' 5" 32' 5" 29' 5" 25' 8' 27' 4' 24' 10" 21' 8' 25' 8" 20'' 5" 22' 5" 20' 5" 17' 10" 18' 11' 17' 3' 15' 0' 23' 4' 21' 3' 18' 6" 20' 5" 18' 6" 16' 2" 17' 15' 13' 3' 8' 8' 21' 8" 19' 8" 17' 3' 18' 11' 17' 3' 15' 0° 16' 0" 14' 6' 12' 8' 20' 5' 18' 6' 16' 2' 17' 10° 16' 2' 14' 2' 15' 0" 13' 8" 11' 11" 19' 5' 17' 7" 15' 5' 16' 11' 15' 5" 13' 5° 14' 3' 13' 0' 11' 4' 18' 6" 16' 10' 14' 9' 16' 2' 14' 9" . 12' 10" 13' 8' 12' 5' 10' 10' 60CSE14 12 16 24 39' 3' 35' 8" 31' 2' 34' 3" 31' 2" 27' 2' 28' 11' 26' 3' 22' 11' 24' 8° 21' 7' 23' 9" 21' 7' 18' 10° 20' 0' 18' 2' 15' 11" 24' 8" 22' 5' 19' 7' 21' 7' 19' 7" 17' 2' 18' 16' 14' 2" 6' 5' 22' 11" 20' 10° 18' 2' 20' 0" 18' 2" 15' 11° 16' 11' 15' 4' 13' 5" 21' 7' 19' 7' 17' 2' 18' 10' 17' 2' 15' 0" 15' 11' 14' 5" 12' 7" 20' 6" 18' 8' 16' 3' 17' 11' 16' 3' 14' 3' 15' 1" 13' 9' 12' 0' 19' 7' 17' 10' 15' 7' 17' 2° 15' 7° 13' 7" 14' 5' 13' 2' 11' 60CSW12 12 16 24 41' 4' 37' 7" 32' 10" 36' 1" 32' 10' 28' 8" 30' 5" 27' 8" 24' 2" 28' 8" 26' 0" 22' 9° 25' 0" 22' 9' 19' 10' 21' 1" 19' 2' 16' 9" 26' 0" 23' 8' 20' 8' 22' 9° 20' 8" 18' 1' 19' 17' 15' 2" 5' 3" 24' 2' 21' 11' 19' 2' 21' 1' 19' 2° 16' 9' 17' 10' 16' 2' 14' 2' 22' 9' 20' 8' 18' 1' 19' 0' 18' 1' 15' 9' 16' 9° 15' 3' 13' 4" 21' 7' 19' 8' 17' 2' 18' 10' 17' 2' 15' 0' 15' 11' 14' 6" 12' 8' 20' 8' 18' 9' 16' 5" 18' 1' 16' 5' 14' 4' 6' 15' 3" 13' 30" 12' 1' 60CSE12 12 16 24 43' 9" 39' 9' 34' 9' 38' 3' 34' 9' 30' 4' 32' 3" 29' 4' 25' 7' 30' 4' 27' 7° 24' 1" 26' 6' 24' 1' 21' 0' 22' 4' 20' 4' 17' 9" 27' 7° 25' 1' 21' 11' 24' 1° 21' 11' 19' 1' 20' 18' 16' 4" 5" 1' 25' 7' 23' 3' 20' 4' 22' 4' 20' 4' 17' 9' 18' 10° 17' 2" _ 15' 0' 24' 1° 21' 11' 19' 1' 21' 0' 19' 1" 16' 8' 17' 9" 16' 1' 14' 1' 22' 11' 20' 9' 18' 2' 20' 0' 18' 2' 15' 10' 16' 10" 15' 4' 13' 5" 21' 11' 19' 11' 17' 4' 19' 1' 17' 4' 15' 2" 16' 1' �4' 8° IMPORTAVT: For oeneral nntec tnr Curtain wau nnn■rarnn "° " II -12' 10" Curtain Wall Limiting Height — 6" Studs UNIMAST INCORPORATED Technical Services Hotline 800.969.4110 I") 16 FRANK W. NEAL 1015 W. Broadway, Suite A &ASSOC., INC. Fort Worth, Texas 76104 Structural Engineers (817) 332 -1944 (817) 336 -8620 FAX PROJECT: Radio Shack -Store No.01 -3716 02118/02 12 of12 NO: DATE PAGE RE: Washington Sq. Mall, Tigaro, Oregon BWG FWN ENGR: CHK: I A "..A ,77( • \I"J Ica C3 - .. t_,.`e `l~ �'� �� �6 3' � ' . '3,r? E L4A., - - _ rti 12 1 132-7 r 6 e .. , ( A A" er. • • 4 4 1 14 7 ::: 1`+ltt 3 0.... — Sr \ • •