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Plans 1,1,c/ 7/ / 3 g s' s'j IQ ARCHITECTURAL ENTRANCE ELEMENT RE- INSTALLED 'M' LOGOS FORMED ALUMINUM CORNICE MOLDING / WELDED ALUMINUM FRAME W/ ALUMINUM FACE -1 7 Li • i II „ f , • I I I a I 1 IL I 'v' 'or' I L , ____ ____ .. _ j . .. - -._._. ..._ ,....._ - ....,.,. ,., - - L;.•-!-.. � - :.-= fvrr_c .,' ?:r. c,:.� . ..7�: x .., , • -• .x -+pry -. fc4 �. r._ 1 .�. Xk -, ��5����'' -G _ _ c -�! �. f 1 r. ?sS'�—. �. -.: _'� � �: '�J:';.. '.,.,_.. s_.,^ . i _, .: ._'i. ..M; "`c '^itE i. � 2 r - r : q ._,. T , . :i.i -- t.r 7'T. ., ."',' f"f ,'%.�,:` . c: x :",'s:, -- -t.1 + ,C�' i.f� +:.. -.:, -.Jr r ; : ...� - �. f.., r%r' .,i "'; t`.t: ._, r ''� f� r ^.-i: c. T. / I RIGHT SIDE ELEVATION SCALE: 1 /8" 0 1 ' -O" ROUTED 24" LETTERS IN CORNICE \ A ,Rz@�onao ° _ • FRONT ELEVATION SCALE: 1 /8" = 1' -O" '' • DRAWN BY: McDonald's RRSTAURAFT `'' .: I -5 DESIGN & MANUFACTURE DRAWING NAME: L Y TIo S MCD- SCROLL'S FERRY ELEVS t i , DATE: SCROLLS FERRY 8751 COMMERCE PLACE DR. NE, LACEY,WA. 98516 (360) 459 -3200 FAX (360) 456.0415 cl. 1 6.04 SCALE: 1 /8" v 1 ' -O" I, ^ ` PROJECT: MCD- SCHOLL'S FERRY RE-INSTALL ED 'M LOGOS FORMED ALUMINUM CORNICE MOLDING 1 ' FORMED ALUMINUM CORNICE MOLDING • I illiblk I \ =I I M I _ . . / 4 C CI 4 I'. N. .....N. g g ''''''''''''''. I- J ' I I I 1 I 4': c-�_ s. - `"r_" _ :l`:.: =2-_H . .:P4: 7 i -- :: z,if : �j;!:', r :i z, ..-'7: e.r' = = ." '"i`.., .. :i: ,. . r _ , 9 iii - -, . : 44 11 5„ " ;"L"r _ - - ,.Y... Y' ;Z ; 6 a' . 7t 1.5 3 N :Fi .1. ia,.5 ;t:'z"'! 1'ti � .,..�..:Qt.. .... , �1.:,� ::_ - ' :r:_ C.'r i.:4w :.:."1-75,::',-;:,', -i? -- - .��.. � - , 1.L'. .3-,.. . r , N"s�T. S- '--T:' L :�...�• _ �... � ' ..:`� I ?,. c°`i: , 7. . .r. , , r r.7 . ..t T r.: :-.) _ ; '3- --- : _ 2 ;1+'z-r . z r 3 j, ^t' ri c, ,,,F ... rt fi J ry t:. T ; - - ' _ --. S v ._ r - • d s -r'.+ 7 ,, - .•1 Y'._ '� _, +- y-,::. ' S -L ..' M.. �L-- ..._.. td - - I ... '�,' _. . c Z. _.e s., - �'s.? fir, r. ..r_ - t �- �r' e1. F=, �._....+ t � � r: F � '" �: %; �'-; �r r.!._ �u�' �= r�Yr".^." �,:, r, ���-; i',.y..��:: .�. - ,-, �.. - ': - >;% - r�,::. r,r i; :'.. = -^ 1 _ LEFT SIPE ELEVATION FORMED ALUMINUM CORNICE MOLDING SCALE: 1 / ' 1 - O " f \ _ / . I I • / I 1 BACK ELEVATION - r SCALE: 1 /8" a 1' -O" - • D RAWN BY: -..I ~ :' 1-5 DESIG & SCE DRAWING NAME: MGD- SGHOLL'S FERRY ELEVS ELEVATIONS McDonald's RESTAURANT . I , DATE: / 8751 COMMERCE PLACE DR. NE, LACEY, WA. 98516 (360) 459 -3200 FAX: (360) 456 -0415 9.1 6.04 SCALE: 1/8". 1 ' —O" SCHOLLS FERRY y:. '. .,_ ` : PROJECT: MGD- SCHOLL'S FERRY . tin_ 1 . INIII 4 ANNINIIINNII=111111101111111111111=111111011111 JI- I�Irim �l0' • • - - II- - 1�1A Cif 1 a c I a o \ _ _ 1 .illia. RIGHT SIDE ELEVATION ma I . OW c _ 4 L a_ 11 . a I c.. N I _ .- a II I I HEIL I 1 1: _ LEFT SIDE ELEVATION r (% X11 AVDOAIZM _' � L ______ ] • • . , BACK ELEVATION FRONT ELEVATION DRAWN BY: . DJW A 1 DRAWING NAME: McDonald's RESTAURANT ; (I -5 M1 l 1-5 DESIGN & AC 1 URE MOD-9GHOLL'S FERRY ELEVS ELEVATIONS J DATE: '�` I�/ 8 751 COMMERCE PLACE DR. NE, LACEY, WA. 98516 (360) 459 -3200 FAX: (360) 456 -0415 9.1 6.04 SCALE: 1 / 1 6" v 1 '-0" SCHOLLS FERRY `% PROJECT: • ■ MOD- SGHOLL'S FERRY 2'—E," -:-- i , / ),1 , - 1. —4- 41- I. y 2' -5" 2' -4" III iii 1 I 11 1X 1- 1 /b" ALUMINUM TUBES IIII Ill e 4 .0.10 ALUMINUM SNEETM6 O WELDED TO FRAME b / 7 / I ( 3 3B 3G 3D 3E Nil \ N TN RU -BOLT TO MAIN STRUCTURE W/(2)1CX715' BOLTS - 96' 1 11— ( 2) EAG SAMGONNE.CTIONS 0 SECTION@3 I LOCATION e I I 2' -3" 1.11 * ATTACH EACH VERTICAL TRU55 TO PARAPET —1 NV (9))S'X5 . LAGS 052' I— — `— FRONT VIEW SIDE VIEW 3' - 14 2' -4" 0.1 SIDE VIEW FRONT VIEW SECTION C I 1 I A SECTION 1 3' —O" ► < 2' —O" � f ' 1 7 In F 1 r' I i P : / ♦ ♦ ♦ ♦ 441411111111 `�I1 � '.-1 ♦ ♦ ♦ ♦ ♦ I " 1 v IIIP 2 -3 FRONT VIEW SECTION SIDE VIEW TRUSS 3A TRUSS 3I3 TRUSS 3G TRUSS 3D TRUSS SE 5 It I SECTION SIDE VIEW 2 . -3 " , FRONT VIEW 0 . NOTE: • • ALL FRAME MEMBERS TO BE 1 X 1 X 1 /8" ALUM TUBES • ALL SIDES OF SECTIONS TO BE SKINNED W/ .090 ALUMINUM. BACKS TO BE REMOVABLE ( USE COUNTERSUNK SCREWS) ij17' A . : II: t \ .41 4111111111 1 1' - 8" t0 8'- 3" . A . © c O N in' 0 - ©- - © M v. III CO Cri 1 g V 2 6 ' -O" • k- 03 u g FRONT ELEVATION Z • ARCHITECTURAL ENTRANCE ELEMENT T ! T � � u , SCALE: 3/8" = 1 -O" CJ g w 1 0 . e 0 , 2'4," I 71 24' DEEP LEFT PILLAR +Z 19 )S DEEP CENTER SECTION t _ P1/ H Yr' REGE99ED AREA 24' DEEP RIGHT PILLAR 02 /A � FRAME ADDITION FRAME ADDITION ( (THRU BOLT TO PILLAR • 1) ( THRU BOLT TO PILLAR *I ) r �'I ,I 1 ' ' Iz I I FLAN VIEW . 2G • DEEP LEFT PILLAR a 1 2W DEEP RIGHT PILLAR • 1 'L i - - {�� %' 1 FRAME ADDITION SCALE: y," n .1 -0 "' FRAME ADDITION ~' .� ( THRU BOLT TO MAIN FRAME) ( THRU BOLT TO MAINFRAME) (2) #10 SELF TAPPING II TEK SCREWS Z -CLIP TO FRAME 22 GA. GALV. COPING WELDED 1' BRACKET 24' O.G. (2) SS X 115" .�/ L CONNECT TO PARAPET TOP PLATE WOOD SCREWS ••, r W/ 5 /0' X 4' LAG SCREWS Z -CLIP TO 2X NAILER • 'r, I 1X1X.128S0TUDE I ALUMINUM FRAME -4P r4/.040 ALUMINUM -' r4/.040 I p STANDING SEAM PAGE ; ., METAL RIB �� 1 'T CLIP FASTENERS � 0 1 W / ‘ LAG SCREWS INTO UPPER MANSARD LINE OF CORNICE .,� / FRAMING 1 / 24' O.G. WOOD SHIM (PT 02I4F ACROSS ROOF BETWEEN RIBS) 1 ATTACH TO FRAMING MEMBER BELOW W/ 1 _ (2) 5/ 1 6" X 4" LAG SCREWS EACH SHIM. i ?�/ FLASH TO °_XI ASPHALT SHINGLES 24 GA STANDING SEAM • ,, I 1 SHIM CONNECTION 1 METAL ROOFING '►. � SCALE: 1" e 1 .' - .1 6 I `\� �1% lk S. ., 1 " P ARAPET EXTENSION DETAIL l (i�,! I -5 DESIGN MANUFAC , � IS� � � O 1Z lvt E R CONNECTION D E T I L 1,1 ;ti 8751'COMMERCE PLACE DR. NE, LACEY, WA. 98516 (360) 459 -3200 FAX: (360) 456 -0415 SCALE: 3' r-0" i • i yI + + 1 + ►Z + + 1 1 , ROOF DECK (4) Ibd NAILS, TYP. (4) Ibd NAILS, TYP. 1/2" PLYWOOD GUSSET CONT. 2X6, TYP. AT EACH BRACE 2X6 BLOCKING ®24" O.G. WOOD ROOF JOIST/ SUSPENDED FROM EXISTING JOISTS WITH TRUSS k5" JOIST HANGERS AT WEB STIFFENER NO EACH END, TYP. ON EACH SIDE (3) Ibd NAILS, TYP. 2X4 DIAGONAL BRACING CEILING AS SCHEDULED @ 48° O.G. ADJUST LOCATION ' IN FIELD TO SUIT 2X4 VERT. STRUT ® lb" O.G. ++ - NEW MENU BOARD \ + CEILING AS SCHEDULED v SCHEDULED ; F.R.P. FINISH TO MATCH EXISTING OVER I/2" PLYWOOD ; NOTE: CONTRACTOR TO ON EACH 510E. VERIFY EXISTING ROOF 2X4 CONT. PLATE, TYP. STRUCTURE CONSTRUCTION. CONTACT ARCHITECT (2) Ibd NAILS, TYP. IMMEDIATELY UPON DISCOVERY OF DISCREPANCIES. ■ B/ VALANCE b'-9" A.F.F. (VERIFY) DINING KITCHEN s. , , .- A A4 SCALE: I "= I' -0" • • s f ii 4 EXISTING ROOF DECK. -, \ 7 5/8" LONG WOOD SCREWS, MAX. \ 5/5" LONG WOOD SCREWS, MAX. h ill i i t i iiii, it,, WWW., \ 41- 7 r li I ■ r, 1 A34 CLIP. PROVIDE AND INSTALL ONE ON EACH SIDE ® EACH END. 2 X 6 BLOCKING @ 16" O.G., TYP. 2 X 6 BLOCK, TYPICAL. P - _ , I , • - - . i (3) Ibd NAILS, TYPICAL. NOTE: CONTRACTOR TO VERIFY EXISTING ROOF STRUCTURE CONSTRUCTION. A35 CLIP. PROVIDE AND INSTALL CONTACT ARCHITECT IMMEDIATELY ONE ON ONE SIDE AND TWO ON THE UPON DISCOVERY OF DISCREPANCIES. OTHER. ALLOW FOR ALTERNATION OF CLIPS. 2X4 VERTICAL STRUT ®16" O.G. t _ 1/2" GYP. BD, TYPICAL. A34 CLIP. PROVIDE AND INSTALL ONE ON EACH SIDE @ EACH END. 41111, B.O. EXISTING CEILING PER 'Ill" SHEET A2. PROVIDE LATERAL BRACING TO , S - RE • , ..' 4' -0" O.G. _ I v • •NTINUO 5 2 X 4 PLATE FINISH PER INTERIOR DESIGN DRAWINGS (2) Ibd NAILS, TYPICAL. A ll,, B.O. NEW SOFFIT PER m � „ i 'III 1 SHEET A2. 2X4 JOIST ®16" O.G. FLEXIBLE TRIM, TYPICAL. (FOR 5PAN5 < 10' -0 2X6 JOIST ® 16" O.G. (2) 16d NAILS, TYPICAL. DINING KITCHEN OR SPANS IO -0" - 15' -0') 1/2" 6YP. BD., TYPICAL. ID SECTION @ SOFFIT A SCALE: I "= I' -O .... . • CUSTOMER I 5 y `��� S DATE � A� S l Z 0 0 �{- J∎ n l) v�u'a l e.vieo G JOB RING INC. `� ENGINEERING, 5544 W. 147TH STREET • OAK FOREST. ILUNOIS 60452 I I r j row McDonald's 30' -0" Overall Height -- 2003 International Building Code -- 90 m.p.h. winds, Exposure Category B Ground Snow Load -- 10 p.s.f. Tulsa, OK d oEss io • GERALD R. ' • Cl) : CAASTEN3 i Z • t9 .. 18408 G KLAHOe , • . , 8/10/2004 CRC Engineering, Inc. WIND LOAD CALCULATION -- Other Structures 21 . - IN Reference:CAa frank folder\MathCAD\frank modules\units defined.mcd select design height above grade ,. r4 * 0 Reference:CAa frank folder\MathCAD\frank modules\ASCE values.mcd -W-2--.0 basic wind speed (3-second gust (mph)) t A if ' exposure category ,Aya. f - 4,:iNvTITA kj5-:±v=„9:7,01,m velocity pressure exposure coefficient LIWRIA topographic factor 1•7;.'74 VOM wind directionality factor Table 6-4 structure importance factor G_gei',:=0. q := [(0.00256)-KiKeK,TViq.(psf) < ASCE 7 § 6.5.13 > _ .. velocity pressure equation ci, = 12.35 psf G_ge; = 0.85 gust effect factor net force coefficient . , O ik sc =0.0126 kg Pw_AscE := [cliRG_Sei)* Vg**Alq < code = "2003 IBC" sect = "1605.3" > Pwind :' (1) •(Pw_ASCE) liSif = 1.00 I x l ies = 30.00 ft effective wind pressure Iii4iind= 0:9,1261:sf I . . . AX, CUSTOMER DATE GRC JOB ENGINEERING, INC. 5544 W. 147TH STREET OAK FOREST. ILUNOIS 60452 3 I N OW L Tb 4 T "4 1 I s Itil 1Y‘ (ALCS 22 5A. ■SALV. CORNS / EIELOE I' BRACKET 23' OZ. I j LON � Il/ T F 9ieT • LA6 T TOP FLATS FV O x �• LAS SCREWS !x!0 Q � / .1]5 STUBE I .. ALUMHUMFRAME _I PV .ONO ALU414114 , PACE , -1 'S CUP FASTENERS NAN.- N-910- LAS SCRER'. HT LNEPER MANSARD LHE OP CORNICE FRAMNS ` 7I OZ. \ :I) . y .. TMS ASPHALT BNHSLES 24 E.A. STARDOM BEAM METAL R001946 '..„;eid ....N.- . 41 i \\� % — -- — % _ 11 4 i - 665+1.11 6UIaAh 7 ' ;_ . PARAPET EXT DETAIL / . DORMER CONNECTION DETAIL SCALE: Y2" e 1 ' -O" CUSTOMER DATE G • JOB ENGINEERING, INC. 5544 W. 147TH STREET OAK FOREST. ILUNOIS 60452 4 r ' o " Sectioh AtraSome,vi log ;ovo /k/ pc, i ® 0 . 0 / 0 ® I s, S'ECTk o N [LEVA \ o • - 1 G11• Wia■Q, • 3 . ► � W alt j. ones To 13‘.1e_ 2 Wide AppRNAlptiv s 2-0" a<.e. V4 E■ Stct ■ov. 3 . (\ . , CUSTOMER - kt_si . DATE - GRC JOB ENGINEERING, INC. 5544 W. 147TH STREET OAK FOREST, ILLINOIS 6045 5 I 1� M1•ae� \, b� q k x o,k�s.w P1Ur\• OA) -41--1 1 .o sQ x olls Viakl (' y l s. S. bilks (4, \) uvA , \a res ' ' 1.1\ � @ eacf- h (-3 back) 1 . iv�/s�eii ova / 4 �Y is 0./1 1 CZ Nvi7--- / ; %OA:WI N 1 ' t rangi , 1 . ( . . \ i 1 rp 1 6:, \ AliA( . • i I ____. -Aki l i z 3 4 5 G ra m � . I. c-1 g3 ' I cT d0 I 3.15'. 2 08 2../5 233' 2. 15' • 233' Z.50' 2.42' k 2,21 �2 Vo / /7i / - / / ', . b,5o' ° O.P\K MEm5t1S EL>✓VAIoN • , 1 ED 1\AA■Niesi k9f, 6 k c4 3 yui katin t� 1t 19a 54.e 017 awe woe s Skrnj\ w iv T-Pc 1 1, A...1 ,24608, Oa • Company : MC 2 Engineering Sept 28, 2004 Designer : Mike Szramek 3:22 PM Job Number : Checked By: . 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Fq fa© 7 2X4 .695 _ 0 c 436 0 .05 1.85 .1 _ 18 3.9-3 .. n- 'g i- ' '? a" L ai- ' - .. 1) E x.51 It aT aLnli I�.rit 9 3 9 © 9 2X4 .091 0 .029 0 1.325 1.05 1.85 .1 5.965 1 .716 3.6.3 i _.7 r .,,fi m .v, =u� 7s� tea- a. - �. Asa" n ; -s -", - . RISA -2D Version 6.0 [E :1Risa1I -5- OREGON- MCD- PARAPET.r2d] Page 7 X61 Company : MC 2 Engineering Sept 28, 2004 Designer : Mike Szramek 3:22 PM Job Number : Checked By: Member Section Forces (Continued) LC Member Label Sec Axlalfkl Shear[k] Moment[k -ft] 49 4 -.063 -.029 -.03 Jar. .. A5 MY _- :abl��^-:. }w!:b!I1kta ���.L %11:i'::G"i Rte.. 3.:n07 Member NDS Wood Code Checks (By Combination) C Member Shape UC Max Loclftl hear ... • clftl Fc'fks FtYksll Fb'fkall Fv'fks RB CL CP Eqn 1 1 1 2X6 .801 5.106 765 5.106 .284 .9 1.65 09 1 ._ 38 1 73 • • 3.9-1 FAA EtglINEMENCES 3 fi 3 2X6 .975 0 .974 0 1.284 .9 1.65 .09 5.628 tM .734 3.9-1 . e ° 0 �� 22`aF I n"ld22�I ,,t '9 1;.8 ` u•�0 R. 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O ff - _ ti .146 7: '' ._;° al- , 01 a - , _R 45 x.. 5 .146 .017 � - .0y29• -� J s•�.�' ��i.. r �;F".9� t M .IF' 9��' 47 t ° 2 03. 099 .037 6° , 7': 0 :21; :"s . ,..� tiw . : `• : � 9 �L ' _ - e 6 fl:04 -,,A ._ ' E : 9 a - `4, RISA -2D Version 6.0 [E :\Risa11 -5- OREGON- MCD- PARAPET.r2d] Page 4 2466r oa Company : MC 2 Engineering Sept 28, 2004 V Designer : Mike Szramek 3:22 PM _ Job Number : Checked By: Joint Loads and Enforced Displacements (BLC 4 : NEW WIND) • int Labe L D Directlo Ma•n'tude k - in rad • "2/' 1 8 L X .372 Member Distributed Loads (BLC I : DEAD LOAD) Member Label Direction Start Mae I it • : I . . i_ • _ 1. u - ! I ' ! _ • - [Ai ! - _, _ ■ -' • I • • • End Location[fL %j 1 1 Y -.03 -.03 _ 0 0 3 _ 3 Y -.03 -.03 0 0 ,��!�r"�'•q�t�5r�1 „-:� l � i •�•� MOM ���k��- :.�.�'� 1':i:1mi:Ynl'. _ I° m .' � �a�03'a;� �.��S;�j � 3�,:1; �.��.O�,�wa,��.a�.u, t m.._rsa��s Q�lt::�,,= :::.,a Member Distributed Loads (BLC 2 : SNOW LOAD) lieu•. be D' =e1.:• SnrtMae I d - Lji.d.E • a! Itud "d... S'.rtL.._;`! i.•, _I• _r.•:c_•1 i'! 1 1 Y - 0 . - :: aJ< z s 4 1 � ,, a�: . 1 0 5 0 0 , ,!r. � ;_ _ls . +E . 5 -.05 _ _ 'i�29� •i:j: Vi F:{`r'' ;I,l +I- HF`i�.�. �1'rn,.m. ii arc ,.ltsrta';nira. �i� ^:�`. •,',71 ..,iri#;�#d.(�--AA:1• _ _..,.1')t� -_. 3 3 Y -.05 -.05 0 0 :.._ - ^.x ”. FS: awe -T4.• ":: :q -' •tr[l cri ..0.4= - ; s ' Iti _ i t sir -OF Z;; . is , , r.'.;:'i;;'l'; Member Distributed Loads (BLC 3 : ORIGINAL WIND) , ".11.2. = b:, I ci•1 f.11 I -!FI 11- !IILec ..ii.. _I! li- •Ifl_53 .. -I _•..•: • L °A .. _LS =..•1 l't• 1 1 X 0 8 • 8 0 0 Zi2- :7 - V ir, r � _.__.� ... ... -- --_. ,.__ _- ` � , �' Ga : .. - 3 3� X .028 .028 _ 0 0 F'40 : - R3 m".� ! ii - .. ;.e a, —10 Z L -i°'� k_ e"i i . - _ 2 , �" . - {Ftj `pE ^� � - .�S �. -, .2,73r - ii , .fir- E:�1:'�T�..`-''ati.. t:"ir.. Member Distributed Loads (BLC 4 : NEW WIND) Member La. .1 Dlr.: o tai a! I u!' L ii- • • u - !u I! • - 1.Ii • . Sta •'•=tlo ft ° • E • Location ft 1 1 X .028 .028 0 0 Basic Load Cases _..,• ., C= -,••L r 'I I • 1 uisli.j d EM DEAD LOAD Y None r��� 4 WM LIT. 7� c ) . T.- v.' b .L 1 -` • t `ri'• `�s onie4 ' 7 ..ttziiriritkatattis,1 , 43aintsrtraim © ORIGINAL 4 _ WIND t None — Load Combinations Descriotion olve - D.. SR.. BLC actor BLC actor =LC actor LC actor BLC actor BLC actor BLC actor BLC Factor 1 DEAD. SNO.. Yes 1 1 2 3 1 Joint Deflections C • It_ -•.2 . 1 i I, ► ! _r. ! • I r..•I 0 1 1 .328 �i -.526 W 1.012e-2 � �r W' Qis?cj t Af A xr 1 :+ �.SS102' 1 : a. R.' 2 -w $:'EE4i © 1 3 -.025 9- .016 0 5 6.07 e3 -••� M �� '�: ' ., -- ice': i�� _'. ,..'`s�$�a:Lit © 1 5 0 0 - 4.576e -4 sI` o it3 i flit r.== _. _: U . 3 ; G �: - ,'F`:e ii':" Ta'':f; . .,. • 0 1 7 0l ?ice 0 q -8.89 �9ye'+c -4 RISA -2D Version 6.0 [E :1Risa1I -5- OREGON- MCD- PARAPET.r2d] Page 3 2y6oS, oa Company : MC 2 Engineering Sept 28, 2004 / /4 Designer : Mike Szramek 3:22 PM Job Number : Checked By: - Member Primary Data (Continued) - L. bel I Joint J Joi t - otate de Section /Sha • a Desi, _ List T • e ., - • - • ■ - 'f➢i „' fl = r ^ . rr r. ' 2 r t ri .i d'eC.x tG :: ice I 1 ,z ;; r.1 ��4 `, .alt'i' . r� er - Rti tan u a - t+ i 0'k .I ]` c cl ;4earaa .So..Pirte 'YDII U 7 4 5 2X4 Rectan. la Beam So Pine T . • . cai 4 ^ ..:.1 �:6 NA -V� I VtIg .c_.<.Y r gu ' � _ = ra. _ - - �,il y iill 'uy „�..t_ .: .-g�ri -: Vi i "1 'T,N �. J , W'=T +4 L � ". �'' x - �',nit�s ra:l; ��s 3:L�= �s «_� =i: �'°; R C �� r�r 9a131�._ :.iSo'Pln 'Ty g g 7 8 2X4 Rectan.ular Beam So Pine T •ical • l,,Io r; . �i4�.�r�t , :.: : �1 4,4 .,t . _ `� ?4- . _ _ r ,xgl;i ar' �9�a%m�� So: =F!ine -:: .7gp(cay. Member Advanced Data • ; - • a - ' J Release I Offsetfinl J Offsetfinl TIC Only Physical TOM Inactive 0 1 Yes RE - r © 3 Yes �� tiall trzti:051gi WI 7 91 ,W - .... 40 ratii:; , =IL' * , " 1, — :41:: girl Ts , ii :`.0:AIHR , 5 5 Ell 7 -- Yes 9 9 —� ��� Yes Joint Coordinates and Temperatures Label X fftl Y Ift1 Tema fFj 1 1 I 0 0 �` L{'`''; �` .�4t•: ,. �`s�iT"j'°' '�`i�i -. _ _� ., ._ �t�;rl�.c''n'fr't4iq.'°.,. 21��4�ai:9: "v�ui.�ag -oSL., p'= .,;aw; r ft F:Ta - _ . y0 / 3 3 4.33 _ _ 2.706 0 <': 1 7��` �{ �* T 5 . _ .11�,�i - - n I�'i� � .?i:r � . � �'h �,s : w). w). © 5 y � 775 ^�_ 2.969 L 0 BY. 7W7- � - Y ;q , 1 'd• `� �3s?iPi !'J1➢P3Sir •. arte#a C5�/� "' 4 __, 1Z4 - 7 '. - . fSL : =l4°u� 145,f�•��'.31: Vlgis+li+JiKg.. U 7 844 0 Joint Boundary Conditions Joint Label X fkIinl Y fk/iinl Rotationjk- ftlrad] 1 4 Reaction 't Reaction Ell ' , Qt t� i � E ilt i.: .. s' R'r -E `d (fir r E ' h - .e` `�, .._t7 ; :;14.z NDS Wood Design Parameters - e-0 J- = ' t le-bend to... le-bend bo.. K-o -I CH • r• I U 2X6 5. 106 2 2 © 3 22 6 1.08 2 2 � EN tLyk t 4 � i a s ' 4 1 :1P I L� I M' i3 .E: . ,.' - ° n4; 4 - t '.§ fir© 5 2X4 4.33 2 2 I��r O 7 4 3 � � t � tit r,.� Ui:L, - t S t. iiitEI�.r�re'.'E n'An ,'. ° .,f�";�Li..., `.s� f�Y 9 9 iiirMil 1.906 MIN 2 �_ '" a E P r ,Weir- - i. 7.!;;;.:,---=' . tMV-4: i RISA -2D Version 6.0 [E :IRisall -5- OREGON- MCD- PARAPET.r2d] Page 2 244,6e. co Company : MC 2 Engineering Sept 28, 2004 6/ /DI Designer : Mike Szramek 3:22 PM - Job Number : Checked By: Global Display Sections for Member Calcs 5 U trifaigSecti `4c� Ir -�:. �; �,..,,_- I� o s�for�..Meiltbei��4� I`cs��,;:, =5����.�^ j,'�u,,�'� �,�'�- Include Shear Deformation Yes t e attitard ii *WATat IL:I*..'V ' '` T #:'!r M . P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th I r .a 4.=, eel..-p •r. , ; ,,,A - "�`.I ' E �, , r NDS Wood Code NDS 91: ASD 1,; ';a_; -- . -' yy Lr `=: " =k`s•r -•z,E_ M , ,. a i.:_- i it Concrete Code ACI 1999 Number of Shear Regions _ 4 et` kaP � t fartY�•, Mi ,.a Rat n ; —r ;l� loln eTGIT1 tTi3T'ei0'1'CT'It�� 9 n'� �""�� ���������� -�r� -' Concrete Stress Block Rectangular Bad Framing Warnings No 5 n �.f -rE '. k'.G �..� �. "��:-'���..Y:- II:.., tFlt 1 ' f 'E.: -. Je General Material Properties Label E fksil G (ksfl Nu Therm (11E5 F) Denslty[k/ft "3] 1 •en Conc3NW 3155 1372 . 5 © �� ❑�� „ I 906 .15 .6 .11 u+l�'iT H a,= '•ISr�fa 'eY .1 .. •. .' €.7 , "; n >. ,e' li _ _ FA • � , '�'` ':'x; © • e 10600 4077 .3 ���� °�� � ` ^ 1 _ � '�- . ._ _ .� r�'i °` ff� ;, 'f .z: a 6.a*. rf '' ` W ' 7 fi sh _` .173 7 RIGID 1e+7 0 0 0 Wood Material Properties Label S. : :e - _ II u.! ► _ Il - ui 1 I:I - .a 1 DF Larch Dou•las Fir -L_arc No.1 1 .3 Min. .035 - klt_rt� a .. - I e� � '�.r. t � ° r� _.,4111' r . �� ����.. � . 6fit31t_ < '*, 7Nt General Section Sets .„p ,..c 41: :ICI- . Id !I 1 l: 1 1.I .. 0 GEN1A RE4X4 Beam .en Co c3NW 6 _ 21.333 21.333 NDS Wood Section Sets • - bel Shat D: 'en List T .e M -t -la •es'.n - ul: A i 90270 ...I 01 ;' ' • 0 2X4 2X4 Re ular Beam So Pine �►fM, 5.25 .984 5.359 1 . �� - �.:>��- ��.�. ". ',:R`- E . i ' : - :: =so R afliES:=- =Pt: kt$" V MEM a1§ ® -' Ufa..,. Member Primary Data - _ .11 .ii - • !:t: d-e S:ction/ :- F. ■., _'_ A.: , :i- Deal. 'u - Will _ 1 1 .3 2 6 Rectan.ular Beam So Pine 4. -- -� � -�. i 3 : , r mow- ., ��I - �— - � -- ^� I -� ?t -tr. - `=� � - ._ m _ � = -• z , .:. -. ;:: -- a 7 fi abiel1,' o�t?Ii• t. :,i- �tpieal:. 3 3 6 2X6 • Rectan.ular Beam So Pine T + , ' Ei :t `r - nE`;°.,e'"t:'`.m i �` ` F a I lnf''`- minima 5 5 1 2 2X4 Rectangular Beam So Pine Typical RISA -2D Version 6.0 [E: \Risa \I -5- OREGON- MCD- PARAPET.r2d] Page 1 • • • • • • • 1 I • • • • • I � ! i I 1 I j I I i N RN. b1C3 Ma MOI, I2N.NCI MC 2 Engineering Mike Szramek Sept 28, 2004 at 3:20 PM untltled.r2d • • MC SQUARED, INC. Job: H Ihraill 5 AT ` ' 6 JeS •.vie IT Ord Or �e>9 - OLYMPIA, WASHINGTON 98506 (360) 754 - 9339 Date: By: F t.thad S rOrnl &, ?? - FAX (360) 352 - 2044 Sheet: Page 'f of n- . D D' k� -'D �-v p ► �a- P CH I. .: -O lie c �' � . • - . __ ..._.... '' . E . . I J G• r.J G. • Mfa�: �+ . I . ; 1 : - - - zo c 4 : U.9wp j4•11,S . 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TiiJG pM?P �N� i • o ' y�. l S . 7 �1' T i . . , . �prn.la; - cps � v,,�s -�ER�� '- _ ._� . ...� I 1 , e 16>MP -!? is oiJ ' i boa_ I - 1 S `t:*Si 1C1-01% 1^' ....._ ................_....._ ... X608 ..._ - -- - ... I: �o , 1 ' I - .. i , , i j i 1 • i , I , I I ' i I , PxdP L 1 i ��1 K2.Q -dr+ t t< lr • • I , , • 1 I i I I . I i ( r,'i 1 —' f .. � L 1 1 . j i • , . : • ..... .. _. _. ...___. -. . - - - _...... .. I j, .OPLr 'a f I . , _ ; . , en I — 's : t o f ! { - SOt b .e � ' , i Jur , : : I , i 1 ; : , i j I I i ' I • • ' I . • I I , I .'.. j i - i . I , , , • i I • • I I I I I I STRUCTURAL CALCULATIONS FOR EXISTING PARAPET STRENGTH FOR MCDONALD'S AT SCHOLES FERRY TIGARD, OREGON FOR I -5 DESIGN & MANUFACTURERS PROJECT NO. 24608.00 SEPTEMBER 28, 2004 PREPARED AND STAMPED BY MICHAEL SZRAMEK, P.E. I MC SQUARED, INC. 1235 EAST 4 AVENUE, SUITE 101 OLYMPIA, WASHINGTON 98506 -4211 (360) 754 -9339 •FAX (360) 352 -2044 Company : GRC Engineering, Inc. Aug 10, 2004 Designer : fm 2:15 PM Job Number : Checked By: I I Member Section Stresses (By Combination) LC Member Label Sec Axial[ksi Shea r[ksi]__ - Bending[ksi]__ _ Bot Bending[ksi] - 1 2 i M1 T - 1 .008 .115 I .742 -.742 • 2 ® 2 .008 .04 1.526 -1.526 3 3 .008 -.036 1.544 - 1.544 4 _ .4 .008 -.112 .794 -.794 5 5 .008 -.187 -.722 .722 I 6 2 M2 • 1 0 .053. • -1.691 1.691 7 2 ; 0 .053 -1.2 1.2 8 _- . 3 • 0 • .053 . -.709 ' .709 9 4 0 .053 -.218 .218 10 ,: ® - ..: 5- 0 _: . .053 .•' _ :273' - . -. • • -.273 11 2 M4 1 -.658 -.016 .602 -.602 • 12. ® 2 .. • -.658 :.:.•• :016 . .443..... • . -.443 13 3 -.658 -.016 .283 -.283 14 ® 4 -.658 -.016 :. .124 -.124 �1 i 15 5 -.658 -.016 -.035 .035 16 2 M5 1 • .116 .013 • -.272 ' .272 17 111111 2 .116 .013 -.138 .138 18 . 3. .116 ' .013 -.003 • .003 i 19 i 4 i .116 .013 .132 -.132 ' 20 5 . ' .116 .013 .267 ' -.267 . 1 21 2 I M6 I 1 -.985 -.001 .046 -.046 _ 22 • _ : ' . • . '2 -.985 . -.001 ....014 -.014 23 - 3 -.985 -.001 -.017 .017 : 24_. - = 4 =.985 -- =.001 ' -.04& .048 1 25 ' 5 -.985 -.001 -.08 .08 26 2 ' .: • M7 .• . ;.!1 - : .95 :.. -.005 `.22 -.22 - ' 27 I 2 .95 -.005 I .093 ' -.093 28 ®' - :3: .95 .005' -.034. .034 29 l 4 95 I -.005 -.161 .161 : ' ,. - .: :.. . 5 .. • ' .95. . :. .= .0105. •.._..::: ' =.289 : -.. .289. 131 2 M8 1 -.333 .022 -1.008 1.008 32. .•:• . • _... ,. ,.2=.:_:. ... - .333..::: .:.:........ .. ,:;. -:' - ;: ° - -. _. .789. 133 3 -.333 .022 -.571 , .571 . 34 . :: : 4. .. -.333: ';..022.: , , : - ' •-.352 .352 : ®.: - . 35 5 -.333 .022 -.133 .133 36 . 2. M9 •'' .. -.1; .::. - .322 .159' • ' -2.63 2.63 37 _ . 2 .322 .195 -1.466 1.466 ; 38 .® .. :. ,• 3'.'. .322 :-,- _: _ : =` - ... -.065 .065 _ 39 4 .322 .267 1.573 -1.573 40 _ ® •. : 5 .322 . .303: ., . 3.448 ' -3.448 41 2' M10 1 .31 -.28 4.457 -4.457 42 . ' 2 .31 • =.136` -1.023 1.023 43 3 .31 .008 -2.711 2.711 44 • 111..FM .152 • - .607.. .607 45 .296 5.288 -5.288 i . 46 2 M11 1 . 1.206.. - =.262 4.466 -4.466 47 2 1.206 -.136 -.115 .115 48 3. -. 1.206 -.01 • ' -1.792 . 1.792 49 4 1.206 .116 -.566 .566 50 S 5 . 1.206 .242 . • 3.563 -3.563 _1 51 2 M12 1 .298 -.251 3.789 - 3.789 52 O 2 • .298 -.137 -.25 . . ' .25 153 3 .298 -.023 -1.914 1.914 54 4 .298 .091 . -1.202 1.202 55 5 .298 .205 1.885 -1.885 56 2 M13 1 -.836 .002 .053 -.053 _ _ j • _._ . _ _ . . • .. .. ... . . . . . . . . -. � .._ - . __._- _ �___i�_ _ . nn nn n• _n .II r•_ r. GRC Engineering, Inc. Aug 10, 2004 Member Section Forces (Continued) 13 I LC Member Label Sec Axialfkl Shearfkl Moment(k -ftl -. ao • 005 81 2 M18A 1 -.037 -.142 -.025 82:;: �:; : _; =.:..- ,, . :.: ,.,.•., : ,., ::;:: �..: ..:... . - - - : -. ; - _ � -.015 . .., . ,• ....:.: ,... .,, ;. 2 ;:,.. -. .;.., ., � 37" 142 83 3 -.037 -.142 -.004 6_. • 85 5 - .037 86:�:1;:_ „ -.: ,.,....:'...:- .- . M ,186:'���`_.:;.�.: :;- '•.- 1= :` =� =� .. 2 -.47 ld 0 0 89 S k_ ✓ 01011 GRC Engineering, Inc. Aug 10, 2004 Member Section Forces (Continued) 0-1 LC._ -__ Member Label Sec AxialLk]_ _ �_. Shealk] __, _ _ Moment[k_ft] 21 2 M6 1 J -.431 0 0 22. _ 2 . -.431 0 0 23 3 -.431 0 0 ' ( 24: 4 -.431 0 . 0 25 5 -.431 0 0 26: 2 M7 1 .416 -.001 -.002 27 2 .416 -.001 0 28' 3 .416 -.001 • .:0 29 4 .416 -.001 .002 .30': - 5 `:416 -.001 .003 31 2 M8 1 -.146 .005 .01 _:32_- - 2... _:146 .005 .007 33 1 3 -.146 .005 .005 34 '; . ::._: - .. ... - _.. : -. - .. :.. .003. .:. . 4 . ..:.. .- :. ,,., .146 . .::- ::- .- :. .. .005 - 35 5 -.146 .005 .001 ::36. -'' -'' 2_ • . :._: ::':: M9 ;:.. 1 .141 - _:•,'.. - .'.04 :025 37 2 .141 .049 .014 3 141. 058 0 39 4 .141 .067 -.015 40 =: ::; :.: . '5 .: :. :.::;:..141 - :076 : ' -.033 41 2 M10 1 .136 -.07 -.042 42 _ .. 2 ... : -.136 • -.034 .01 43 3 .136 .002 .026 44. . 4 ..- ..., .136 .038 .006 45 i 5 .136 .074 -.05 46::: :::2 ' M11 _ 1.- •: :.;. .528 -.065 .042 ■ 47 2 .528 -.034 .001 48:::: 3 .528 -. -.002 :017 49 4 .528 .029 .005 50 . :_ . _:. .; _:::_.:..:.... _ -- - ' 5 - ' .528 .061 ::. =.034 51 2 M12 1 .13 -.063 -.036 52 _ - 2 :13 i -.034 I - .002 53 3 .13 -.006 .018 _54':;..,:- ::. -:. _ •.._:;_,...::;, . -_ . .... _ :.:.. -.;. .4 "= - - '.13':: .. , ._ ._ .023 . - , :.011. 55 5 .13 .051 -.018 ' 1: 366-_ 0 0. 57 2 -.366 0 0 - 59 4 -.366 0 -.002 60 -. _. ; -: 1;� •_. • ,:. .. 5 ... - 61 2 M14 1 -.058 0 -.001 63 3 -.058 0 0 64 :. - .L 4;. =.058. 0 : 0 65 _ 5 -.058 0 0 ' 66=:._ 2 , : ; `. M15 1 .. , ::'. .003 -: .004 67 _ 2 .047 .003 0 68 .. . . : : . . ; . -'- :. -. ... 3 :. .047 : .003. H -.002 . 69 4 .047 .003 -.004 70 _ . , .. 5 .047 .003 : ' .007 71 2 M16 1 -.115 -.005 -.011 72 _ 2 ;.115 -.005 -.007 73 3 -.115 -.005 -.003 74 ' .. ...:. ; 4:: ` : -.115 -.005 :001 75 5 -.115 -.005 .005 76 2 M18 1 : .013 .011 .._,003 77 2 .013 .011 -.003 78 : 3' • .013 .011 =.004 79 L 4 .013 .011 _- -.004 __ ._._ r,'+• nn 1 i_ __.__ n /\ f/�.1- L -..1. L- IJ-- \- :�..1: C J-- .��1�- J -��IJ- -. AA nn f1 A J1Jl 1'l n GRC Engineering, Inc. Aug 10, 2004 Joint Reactions (By Combination) (Continued) 11 I - LC Joint Label X fkl Y [kl MZ [k -ftl , ,'.':Totals:. ' ... .42q". :; -... _ :076 `:.'_,. • 5 2 COG (ft): X:.771 Y: 11.666 Load Combinations Description Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 SL + DL Yes 1 1 2 2 3 4 t +. - - �:_2:.. Yes :; .,,..,... _.. '.- ..:1 :.. 1::.' -. • �2': ' . '2 .'3�- , . _. �1 ;4 . 3 SL + DL + WL.. Yes 1 1 2 2 3 1 4 Member Distributed Loads (BLC 1 : snow) Member Label Direction tart Ma • nitude k/ft d..End Ma • nitude d... Sta Location ft % End Location ft % 1 M1 Y -.029 -.029 0 0 Member Distributed Loads (BLC 2 : dead) Member Label Direction to Ma•nitude k/ft d..End Ma•nitude k/ft d... Start Location ft % End Location ft % 1 M1 Y -.01 -.01 0 0 Member Distributed Loads (BLC 3 : wind pos) Member Label Direction Start Ma • nitude k/ft d..End Ma • nitude k/ft d... Start Location ft % End Location ft % 1 M9 X .036 .036 0 0 3 M11 X .036 .036 0 0 .4. ...__..... M12_...,,... - - -.:. X = .. ..:.036. . .036- - 0 -, - .. -0. Member Distributed Loads (BLC 4 : wind neg) Member Label Direction Start Maanitude[k/ft.d..End Magnitudefklft.d... Start Locationfft. %1 End Location[ft.%] • 1 M9 X -.036 -.036 0 0 X.. .. 036 ._::` 1 =: ,, ' ::, :: .036: ='� _ 2° : , ,:.0': ' . .- _.. : :0 ?'- :: . 3 M11 X -.036 -.036 0 0 , =:4 -M12 . •:: .'; X ::;: .. :,= ��. '� = :036 >:: =.` . _ . _, .. •... 0_':":5,.. ' Member Section Forces LC Member Label Sec Axialfkl Shearfkl Moment[k -ftl 1 2 M1 1 .003 .029 -.007 2. _ . ._,.... ' ._::. . .:•. :;,_; . •e:"::', %':'. .� .o:: 0114`:.:= : . 3 3 .003 -.009 -.015 41:. r .. : : . 4'?' .. 003 r ;' 008. 5 • 5 .003 -.047 .007 - 1 7 2 0 .013 .011 • 9 4 0 .013 .002 • '10:_. _ _ ,. ... 5 0 013 -.003 11 2 M4 1 -.288 -.004 -.006 12 - .. _.- - :..:-` }' 1. . -. : --, . - -. -. . • 13 3 -.288 -.004 -.003 14:' -. : - - - ;: _:. . ., -. :... . . - . , - . . :::Ti:. r:.;4 ::..:: .. .:.. .:.. : .: . . 288 : _ •�_:::. :�:::: : ' 004:.:: '.:'. ::r -. 001 : - 15 5 -.288 -.004 0 16. 2 M5.:.: ;; :. ; :.:1 . ., . _ .:051: .. 003 003:. .. _ 17 2 .051 .003 .001 18. :. 3 0'51• 003. 0: _.: . . 19 4 .051 .003 -.001 20..: - � -; . ..:..:..... � . r . 5 -- .051 - .: - .003. - • - . _ -_ -.003 GRC Engineering, Inc. Aug 10, 2004 -Basic Load Cases BLC Description Category , X Gravity Y Gravity Joint Point Distributed 1 snow None 1 r: 3 wind pos None 4 - .. :wind . None 4 Joint Boundary Conditions Joint Label X [Win] Y [k/inl Rotation[k- ft/rad] 1 LS1 Reaction Reaction . r .,�,... ,LS2::. ,. .. ....; , ..:::::.::.,',:�;::._ -�;. Reactionr;::::. ea�tion; 2 , .;. 3 LS3 Reaction Reaction Hot Rolled Steel Design Parameters Label Shape Lengthfftl Lb- outfftl Lb -infftl Lcomp toplft[Lcomp botfff • K -out K -in Cm Cb Out s... In sway 1 M1 fram 1.542 .';:. �;:... -, .. ; r.�: -' . ::x.1:395.. . _ : •.. - : : . . .:i:• � -` .. ..... .-`..:,",.,f,..':"-...2:_, ... ± 2.. _ M2 - - fram._..- . r -::.• s , -.,., .,. :. . . 3 M4 fram 1.542 :4.:,: ,_.. M5.:.. , .: . .,, . ._1.542 , . ;.. ._ - .. . _ -. =; - _. , __ _ . - - ,::-.4.:::....:.: 5 M6 fram 3.825 :6 ....... M7,:::::-.''.,.. :,.. ,- 4.287.. :: ,: r .:z:_.. _. .. -::: -. -. .. : -,.:. -, _.. -_ .. _ 7 M8 fram 1.542 •8. M9'`. fram 1 . ._ 9 M10 fram 4 .10 -. ' :,. M1.1. - . - .fram 11 M12 fram 3.166 13 M14 fram 3.5 - _ T 3166 - ,:�.. _ .,14;:_,= :,�:M15.... -• fram . _ ...:, _ 15 M16 fram 3.522 _ r_. . -' fram._ : ..:177.. .r.. - - _ .. '::.,=-_...'! .._.. - 17 M18A fram .289 r:18:.- M:18B.;, .. - fram ,,:.- 2:856 ...:.. ..::..... . -:- ;;:::_:".•': _ . ''--.:.-'.':'25:-,. - - . - . Joint Coordinates and Temperatures Label X fftl Y Iftl Tema [Fl 1 _.. LS1 .25 0.1458 0 2 - _ - . - , .._ ......._ .._,._:-: .: , , --- ,: -- 3 LS3 4.3542 4.5 0 5 N2 0 1 0 ? .r, .:.. N •. . -. - x= = :: .�:K, 7 N4 0 5 0 . 9 N6 0 8.5 0 10 ' N7. 1: .542 ; A .: , 8.5 0 . 11 N8 0 11.666 0 N Joint Reactions (By Combination) LC Joint Label X fkl Y (kJ MZ [k -ft] 1 1 2 LS1 -.046 .153 0 2 • 2 LS2 '' . ..004.: r . 005 .. 0... 3 2 LS3 .463 -.082 0 k■, CUSTOMER DATE GRC JOB ENGINEERING, INC. 5544 W. 147TH STREET OAK FOREST. ILUNOIS 60452 °( i I1 ir ti ecfioVk'‘5> 1 <L'9 1 555G \\ 0 ` h / \,00 S66x 0 Wal\ , Muvv■ firms cA -4 it-- 2.x4 (i) 5I (O .) 7 7 \ sick b�WestA-- ,-. 11 Yasek kmefial seams )) ‘ , \ N (k . 1 \ - \ 00.- o''''' '\ . \ ‘ 1 " - :;, , " . oc o iklum , ; v; (0,Uti `f -E'wb es') � �i��� I t, 1 ) ��� sort w 1 L =q 24- say - '' \ (@ each S ) q f%Nlikoi ' ' t(Yed ivy ya awe m cis - ir � Vv\c) v .l _11 e� 2x4 Wavls'a.rk wo 0 Yeb s;�s I� o e (ks\t'iilil I \ fly 61-QA(5) [ 1: Trill t_‘,5x,5)( (mil. 1 k v.\ . e: \`C 214 ;. W - 2 s Holly °\< ' Ai CUSTOMER DATE - GRC JOB ENGINEERING, INC. 5544 W. 147TH STREET OAK FOREST, ILLINOIS 60452 S I t 9-- A 2, O‘V81 7 Y if )---/// A� kw\ 4 pYac!c. I I� 1 1 2- �� r 1 Is *AIN A, /�I�lte1 fs. 4 gy . m'"•) 9 . � oft hoar z s b [..k.::, S �ra�me _� ; � � ��� = 535 --1 y / {i t' ‘ ; ) - ll I t I i • 2 :. L- M nn O\ • (Cokrl . (L.L.1-1. ) /k� s'dow, G Sk1 '►MavIs 3 04. Yd`Mav\ 1 1 . ( ' 3 4' ovte )cm \76t vsa\ ova ca sde o ik vA• i■ • DEi Al L• - islyAilv 034.1 dL from- ✓ • {III § 1L Weld to -tube, 4 No` eX \'A`aii nv,skyv , -ov, It I� \e Nu69cc� P -I \l Av QAnq � h e e � r 1 t Ole k t ksi‘s j . P. %a15 to 4 ,EYdWwvv j \wwWoNs': wk: - 165 Ops (\c + vizi4 joists, i ce°CA VA'. + ' Ibs x - 4 " l M1 IN9 • a • M5 7 M4 4 M188 -.082 • 0.483 3 u nj c re W S 0 rr L - (@, d pi e I �a ov) M8 X12 0.004 3 as 4 0.005 (1 1G1(z�6� 0.,53 ( reed Results for LC 2, SL + DL « WLneg Reaction units are k and k -8 • GRC Engineering, Inc. ® ^ fm • T Aug 10, 2004 at 10:48 AM i ♦ mcdonalds sianaae - 08- 08 -04s2d M1 I M5 8 7 • I�' 1 ptid T " a l vew�ApeArs `(dW1e,S )( 1.) \igce.$) •kz • M4 I 873 -.M7 0.079 I — I • c ,© Q y • .. ..__ M8 m I ' ° .127 112 0.123 0.038 1 < \y 1 1 • Results for LC 3, SL + DL • Wtpos Reaction units are k and k -R GRC Engineering, Inc. � � ® 1- a fm 1� I Aug 10, 2004 at 10:48 AM mcdonalds signage - 08- 08- 04.r2d