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Plans (7) BU P2016 - 00160 RECEIVEPT MAY 117016 0 0 �= TIG! cc W I, 3UILDINGDIViSIO\IS ooO O CDWLt N. rzw PIE R 1 it1689 ,... .. ,, cc CC y cc Red Robin �i I COQ;fit Burgas heo!ogy Where>a u) Lo w O o �- 10154 SW WASHINGTON SQUARE ROAD o D}{.7& tinstion XL ;4`J I.;c;awt; sw fir,a 1.1,0 ton Swale Rd '-,1.W Washington ,- 10154 5Y TIGARD OR 97223 `E44,•,, Washington Square Rd �q • _ pawn BfCfI4J �I,-. 0 _. B,.nkof America to 1a.ncial Cense: LIGHT DUTY STORAGE FIXTURE INSTALLATION a Linco Ti:ir.gv E.JO^ F' I)rit7.1 Gail.. t5 st P,--J 1..;5±•r C VICINITY MAP ENGINEER CODE USED IN DESIGN SCOPE OF WORK SCHEDULE OF DOCUMENTS DESIGNED PER THE 2014 OSSC INSTALLATION OF INTERIOR LIGHT DUTY STORAGE TABLE OF CONTENTS a < < < a SAL E. FATEEN SEIZMIC MATERIAL HANDLING ENGINEERING, INC. Fa = 1 .11 & Ss = 0.98 FIXTURES IN AN EXISTING BUILDING 1 . DRAWING No. 16-0669 1130 E. CYPRESS STREET COVINA, CA. 91724 TABLE OF CONTENTS TEL: (909) 869-0989 2. DRAWING No. 16-0669-A Z LAYOU O 1= o_ E 3. DRAWING No. 16-0669-B 00 SWING ARM & BROWSER FIXTURE DETAILS 4. DRAWING No. 16-0669-C MOVABLE SHELVING DETAILS 5. DRAWING No. 16-0669-D CO- GONDOLA, GONDOLA, SMARTWALL & RUG DISPLAY DETAILS ELI I- 0 icti « « • SPECIAL INSPECTION REQUIRED SEIZMIC State of Oregon Structural Specialty Code CITY OF TIGARD . REVIEWED FOR CO E COMPLIANCE EST. 1985 ❑ Cone"to and Reinforcing Steel Appraved: SEIZMIC ENGINEERING, INC. its Installed in Concrete OTQ ( 3 1130 E. Cypress St. Corrina,California ❑ Special Moment-Resisting Concrete Frame Permit Iti. .,a)F'zof (,�. . l'�7 Te€.(909)869-0989 ❑ Reinforcing Steel&Prestressing Steel Tendons Address ❑ Suite e. Tr . r►.'t,i DRAWN BY: P.O./T.K. ❑ High-Strenghtctural► Bolting ByaDate / ?rf,(7, DATE: 04/18/16 LAST REV.BY: r'—I Structural Masonry 1 �• k7O N REV.DATE: ❑ Reinforced Gypsum Concrete 0 OFFICE COPY TYPE: ❑ Insulating Concrete Fill SCALE: N.T.S. ElSpray Applied Fire-Resistive Materials APRV D BY: SAL E.FATEEN ❑ Pilings,Drilled Piers and Caissons P'f. ❑ Shotcrete c, El Grading,Excavation and Filling i irrlitilli4 -- -- 0 Smoke-Control Systems ,3 .•EGON © Other Inspections .�.. - ;—_—,.�.,,.. _. 6, 01, j9��� "Pa- 44 E. 11\ EXPIRES 12-31-2017 DESCRIPTION: TABLE OF CONTENTS ` DRAWING NUMBER: 16-0669 Q 0 Ir w CC Q O? Dco (D Q rZCY) —7..) 1 i 1 1 I I (------__ (. 0 lj0 0 _ .0,1_1 _ L. J 1. 1 L.!3 • ..-: Mm. 6. x Q x x — z o x rt LL 7.2 7 2 x TYPE 'A' a ¢ C'3 rt T.q W is u (I' �� a'o _ METAL z C c z SHELVING ~ rr - 1 Goba bs � ►�� 1�I X x X x X x x X co jN N N N N N h tRTr 1 r.: st ft '^ u/ U] T 110.1 .. TYPE'A' TYPE'C' p METAL METAL CONSTRUCTION o S SHELVING -24"DEEP X 48"WIDE X 120"TALL a M1 I IN 110 •-•T' ''—iC ill 101 D TYPE'A'METAL SHELVING TYPE'B' I , METAL IV4 SHELVING 01 PC ❑� � i li1Ik ■ ❑ 7 / / SMARTWALL `• I- -I I \ FOCAL WALL PERIMETER SMARTWALL FOCAL WALL /SMARTb F2 110 81-0" WALL DECOR SWING ARM 78"TALL SECTION ELEC RUG DISPLA WALL DECOR til BROWSER 7,z1- ' C 101-0"f - - w -' H , -i w 2 O E Lu a GONDOLA FIXTURE LEGEND LOADING AT 96" TALL AND OVER < < a a < 3 1- METAL STORAGE RACKS Q TYPE'A' 0_ d -METAL CONSTRUCTION -36"DEEP X 72"WIDE X 120"TALL J -J O J Q ® TYPE'B' g -METAL CONSTRUCTION 10-0 24"DEEP X 48"WIDE X 120"TALL f l C w METAL STORAGE RACKS J \ J L MOUNTED TO MOBILE SYSTEM p GASH TYPE'C' GONDOLA WRAP ® -METAL CONSTRUCTION -24"DEEP X 48"WIDE X 120"TALL \ RUG DISPLAYER 0 METAL CONSTRUCTION Lu J ® Lu 97 5/8"DEEP X 144"WIDE X 1 i0 3/4"TALL ❑ El WALL DECOR SWING—ARM (15 PANELS) -METAL/MDF CONSTRUCTION -52 3/8"DEEP X 180"WIDE X 108"TALL IN WALL DECOR SWING—ARM (10 PANELS) - METAL/MDF CONSTRUCTION CC -52 3/8"DEEP X 120"WIDE X 108"TALL w ® SMART WALL— PERIMETER BAYS } I , 1-- METALNVOOD CONSTRUCTION m O L w2 -29" DEEP X 72"TALL OR 120 3/4"TALL a a ELIJ -48"WIDTH AS SHOWN, UNLESS NOTED AS 2'OR 3'WIDTH W Q ® SMART WALL— FOCAL WALL ❑ CC Q - METALNV000 CONSTRUCTION _ S I- -38 3/4" DEEP X 97 1/2"WIDE X 144"TALL a a ir W 2 M WALL DECOR BROWSER M u) - MDF CONSTRUCTION -48"DEEP X 95 1/2"WIDE X 100 1/2"TALL ® SMARTWALL- GONDOLA - METALNVOOD CONSTRUCTION - SZZI; -48" DEEP X 120"WIDE X 98 1/2"TALL EST. 1985 SEIZMIC ENGINEERING, INC. IN ACCORDANCE WITH PIER 1 1130 E. Cypress St. STANDARDS, ALL AISLES MUST Covina,California MAINTAIN A MINIMUM CLEAR WIDTH OF 91724 36" AT ALL TIMES. MAIN AISLES SHOULD TeI.(909)869-0989 . ,J , MAINTAIN A MINIMUM WIDTH OF NO 41.16 LESS THAN 4 FT. CLEAR IN WIDTH SMARTWALL PERIMETER DRAW E H DATE:N BY: 0P.40�18/K. , OR L.LiK,_: LAST REV.BY: r r L0. a 6 _Jk n r- rrSEISMIC LAYOUT P REV.DATE: w TYPE: 2 E SCALE: N.T.S. w APRV'D BY: SAL E.FATEEN J J Q H cc BUILDING AREA 9,615 S.F. 3 78% % SALES 7,472 S.F. .E0 _` •OFFS. 16% STOCKROOM 1,543 S.F. co �. ` ': f 6% OFFICE/TOILETS 600 S.F. (t'/ • 11.:41''e- {IN4F. FAt (c- EXPIRES 12-31-2017 NDESCRIPTION: —, LAYOUT DRAWING NUMBER: 16-0669-A 0 Q 0 Lu cc Q a) Dm ( � r- ch 181 1/2" / T-- Z ' I- fi O t 1 .0 1/2" 60 1/2" 60 1/2" / 2 112" 1-1 Z MIN. EMBEDMENT W CC Z Q ers j8' NINON a 52 318" — _ - * i cncn .47 * -SEE DETAIL 1 AND NOTE 5 &J w r i * FOR ANCHOR INFO c p PLAN VIEW ATTACH 2 x 4 FURRING STRIP TO STUDS W/#8 WOOD SCREWS @ 16"O.C. "--.._..- ATTACH es'ATTACH EA. POST TO FURRING STRIP EXISTING VIEW A - A W/(2) #8 WOOD SCREWS WALL 1 181 1/2" / 318" / / 47 3/4" / 47 3/4" f A 2 7/$'Y 22 1/4" 1,12 7/8'/ 1'1'.L. ANCHOR NOTES: 1. DESIGNED PER THE 2014 OSSC. • .:. - Fa = 1.11 &Ss = 0.98 2. STORAGE CAPACITY: A A SWING ARM FIXTURE = 200# PER BAY 108" — — - 9 — 108" BROWSER FIXTURE = 400# PER UNIT • 105" 3.ASTM A1011 FOR SHAPE Fy = 36,000 PSI GRADE 36. 100 1/2" 4.ALL BOLTS A307(UNLESS OTHERWISE NOTED). :::. .,.. 5.ANCHORS: POWERS POWER-STUD+ SD1, ICC#ESR-2818. 6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE ANCHORAGE OF STORAGE RACKS 8 FEET OR GREATER IN HEIGHT IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY"D", "E" OR"F". (SECTION 1705.11.7) '' / 7. CONCRETE 5"THICK x 2,500 PSI. FRONT VIEW SIDE VIEW / _ 8. SOIL BEARING PRESSURE 1,000 PSF. • . _ « « < r, FRONT VIEW SIDE VIEW 12 G•. 7 118" /• , I 1 <> 7:L\,, * -ANCHOR LOCATION z ---1....11*,--' SEE DETAIL 1 AND NOTE 5 O 2FOR DETAILS ANCHOR INFO 0. CE0 co W 0 CO >- iii W 0 SWING ARM HORIz. BRACT 071/ < < < < 4"x 2"CHANNEL - 1/4"THK. MDF PEG BOARD ':::: ir,..r :::::.:.:•.. ..: ::.:.1: ..: .-:. / SEIZMIC I EST. 1985 SHELF SEIZMIC ENGINEERING, INC. 7.. 1130 E. Cypress St. Covina, California 91724 Illro,._„..,./iPP- 1111 7e1.(909)$69-0989 II DRAWN BY: P.O./T.K. 1 DATE: 04/18/16 LAST REV.BY: REV.DATE: HORIZ. BRACE . 4"x 2" CHANNEL TYPE: SCALE: N.T.S. ..\ APRV'D BY: SALE ATEEN FRAME: a .:::: ,,,.. !„„,:. y illIllIllIllIllIllIllIllIllIllIll11 4"x 2"TUBING 1(0007°. \ ''�I�1 � ,. I li t 1/4"THK. MDF WING ASSEMBLY / Q``� : +,, .' ilk LEVELER TYP. Allibli' I PEG BOARD I� • ` v ALL WOOD MEMBERS. GLUED AND STAPLED ASSEMBLY OFC REG01cS' s 01, EXPIRES 12-31-2017 DESCRIPTION: SWING-ARM & BROWSER FIXTURE DETAILS DRAWING NUMBER: SWING-ARM FIXTURE C BROWSER FIXTURE 16-0669-B t 5 3/4' 3 1/2" 5/8"TYP. 1 5/8"TYP. O Q 518° P. 00 5/8"TYP. 0 11116" 0 LLI 0 D~ 7/16"DIA. 10 GA. 7116"DIA. 3 1/2" 4 0 9 I 3 1/2" lJ CD D co 1 i/2" 10 GA. O 40 cv 03 cn N 14 GA, 318OANCIIOR CJ , Z CD /1/2" • • o 4* HO -1 112" 5/16" 1 • 1116" 3 518" Jr -Tr O ����/�� i Z d • 318"0 ANCHOR SLAB ON / n 7�8" I GRADE WM ug � ( C = CC 528" y 15116" SLAB ON GRADE 4 — L"JJJ W up Q ir E.� • c. ff ^^ Q 1 112" E 4 5116° 29132" 1 1 ., ! �. Hi •• .. • : . 2 1/2' MIN.. I' ?4 I L.f. < ° 13 g O I . ... ,. .. 17 2 1/2' MIN. ° d EMB NT., n Eg 120" 314„X5116", SLOT 5/16" 11/2” v n EMB NT. a. . 4. . • ,.° ° °,� au e _ 4 SLOT1e G ..in �l, .�• cn 0 I I . v •e a d _ vrimir ii r 2A 1 112" 2B 1 1/2" 5 17132" =llCll JIPIIP11=11.=;=7=:1I11=II=11=Il;rr IIC l l l l CII Il 11 II II IIE,�� CO "' o O O r �1-1[-il=I1 I 11II.�—..Il��r`- ��� SOIL � �"� SOIL Q E • ' 4 5/32" GI 7 8" € 10 "X 314„ ji iF 1 1/2" 1"X 314„ 1 112" SLOT it I ATTACHED W/1/2"DIA. SLOT ATTACHED WI 1/2"DIA. i0GRADE 5 BOLTS 0 GRADE 5 BOLTS (1)ANCHOR REQ'D PER FOOT PLATE ANCHOR @ 18"O.C. ATTACH W/ �` I ,I �, • I #10 TEK SCREWS 31132"t . 1 718" �1 1 '16",' ,-1� ANGLE POST ,2A, FOOT PLATE DOUBLE "INTERIOR POST" �3- FOOT PLATE SINGLE "END POST" ,3A, ANCHOR DETAIL (STATIONARY) ,3B) ANCHOR DETAIL (ANTI-TIP TRACK) i4 SHELVING TO CARRIAGE CONNECTION /.." 14 GA. NOTES: -5/8„ 1. DESIGNED PER THE 2014 OSSC. Fa = 1.11 &Ss = 0.98 y 1"----/ 17/1'6" 1„ AlII ,� ..„,,lc `\ 2. STORAGE CAPACITY: CORNERS MITERED 13116„ `N USE TWO PER 5/16'DIA, 1�2 SHELVING TYPE A =250# PER LEVEL AT 45 1/4 l - 1 1/2 DOUBLEP 41444%. 1 .11 \ r POSTS ` o \ SHELVING TYPE B =90# PER LEVEL IlSHELVING TYPE C =90# PER LEVEL 14 GA.I 2 11/16" f 1 1/2" ` 3.ASTM A7011 FOR SHAPE Fy = 36,000 PSI GRADE 36. CO 1 1/2" Sill4.ALL BOLTS A307 UNLESS OTHERWISE NOTED . I1) 1-..>1GA. 1" ( 1 44 till 0 /16" - ` I 5.ANCHORS: POWERS POWER STUD 5D1, ICC #ESR-2818. to t, I 6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE ` i • ANCHORAGE OF STORAGE RACKS 8 FEET OR GREATER IN '�� g I 314 J 1/2" HEIGHT IN STRUCTURES ASSIGNED TO SEISMIC DESIGN .1 E i -2I 0 T–i�� / y l L l I CATEGORY"D" "E" OR"F". (SECTION 1705.11.7) ]`.246 0 /� \ 14 GA. P ' 1/2" 1 •15/16" ,� 7. CONCRETE 5"THICK x 2,580 PSI. /-.31 1111111 8.SOIL BEARING PRESSURE 1,000 PSF. c 24", 36" 4:" &72 r 1 0 318" r 114 CCC < < 0 ) I 24" &48" 11111 2 -'1/8';;'"-rLU _ 31_6„ 7/16' 1 1 , i : 0 o �� 9/ 6„ o 1 0 ulo....) • 5� RIVET ('6 DOUBLE RIVET BEAM r7 DOUBLE RIVET LOW PROFILE BEAM , 8 , TIE PLATE ('9' . ANTI-TIP (HOOK) 6 o_ CO LB ATTACH END STOP TO RAIL � GUIDE WHEEL IIIP WI 3.8"-16 BUTTON HEAD SCREW , 1111S44Illt‘ 111160' i 3.91 x 1.59 x 12 GA. ...44Nop.. / ECHANNELS 12 GA. ® � �. �� CROSS BEAM ,� VARI 5 ♦4No. ..„.„.„..,•`.. �� �" ISI ,► ' . 410W1111‘,-. �-7 Jr " Aill 03 07116•�1 Ii 1111friaSCREW,11420 O3/4 ` , � Wa + � �. I a3116"% 2" 8 PLACES `� X 112 HEX HEAD I"% r \1I 1.0711 8 PERCES a I_�. Citi1114o , , 1/8" (1/8") 2" <4.-1 1, !` ■- 2 3/8" 1„ 1 1 J4,� •�� N `/ l 111% Alb 0 • © fr •, I a C C C / `► 3.70 x 1.70 '" u� 911 3/ VA'IES �� ` x 12 GA. 1 13116" 1 ' �� INT. CHANNELS 7 8" NT- �� �1�//IN 1 14 n, �� o4 —I- A 1- 12 GA. '' 0 IfiSEIZMIC 9/16" / f 4' 4.5" a' •I'l 9/16"1oO EST. 1985 0 SEIZMIC J 7 ENGINEERING, INC. 1130 E. Cypress St. 10)/ GUIDE RAIL W/ ANTI-TIP ,11, MOVABLE CARRIAGE ASSEMBLY ( VIEW C - C ,12) END STOP lGENERAL CONFIGURATION Covina, California / _ � 1 ,._ _./ , '__J 91724 Tel.(909)869-0989 DRAWN BY: p.o./1,K. TYPE C DATE: 04/18/16 TYPE A TYPE B LAST REV.BY: i 72" 1 36 48" t t 48" .24"I REV.DATE: 24" TYPE: - - N. - -- T SCALE: N.T.S. 19 112" 19 1/2" APRV'D BY: SAL E.FATEEN __ ___ BEAM LEGEND 40" 40" 19112" . . P , c'Y �' -DOUBLE RIVET BEAM O 3, 19112° ,•` • • • • • -DOUBLE RIVET LOW PROFILE BEAM O7 <t- ' /.• 19112" . 19112" • 4 �, 120" 4 „ 120" . . - - _ 120" ---- �0 • 01` fig°, 19 1/2" 19 112' q� E. E Ao-F, EXPIRES 19 112" 19 1/2" 12-31-2017 ----- DESCRIPTION: 36" 36", . . - 191/2" 191/2" MOBILE 3"1 - I LIGHT DUTY \ \ \ . u STORAGE 3 FRONT VIEW SIDE VIEW 3 3 FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW FIXTURES DRAWING NUMBER: MOBILE LIGHT DUTY STORAGE FIXTURE ELEVATIONS 16-0669-C o �•.— 0 O SOFFIT CC EXISTING WALL I `\ I(1:::::› ll . wrr Q 0 TYP. O M 0 �•� i OD Q CV N I %' �' �) 1 /�. - -- r Z Q) F'� 1 , r":„5,,,:,2.-;--,.. \ II 11 GA.WALL I il SOFFIT © 4 I. `Y/ ! O I— 012 GA. CLIP ATTACHMENT BRACKET SLAT WALL 1"THK.WOOD SHELF �`� Z1 / WELDED TOON BOTIi SIDES DF POSTCLIP1 12 GA. CLIP5116"0 BOLT �� _IJ cc STANDARD _ _ Iii di 1 r I • I WELDED TO 0 II W co C I 9. 60 J 11 GA. 1/4" 20 MACHINE 1 STANDARD ©. CO "` SCREW �I 11 GA PLATE PLAN VIEW W/5/1 LA (3) #12 WOOD i i THREADED HOLE 0 5 d- 1"x 0.14" SCREWS I 12 GA0 .SHELF BRACKET i / r� -� Lu 15 SLAT WALL 12 GA HEADER I O P, \ �BASE DECKLu 15 I SLOTS TYP. BRACKET i i�`, 0 - 1 x 6 FURRING STRIP 4 11 FURR NGt; ''�- --•j j U' 5/16"CJ LEVELER STRIP ',i ATTACHED BY OTHERS `� `■� ..... / .- .`.. 1 .-- 1 SMART WALL FIXTURE STANDARD r2- STANDARD TO WALL CONNECTION DETAIL (-3 SLAT SLAT WALL TO STANDARD ATTACHMENT �4� SHELF ,5, SOFFIT CONNECTION DETAIL C GENERAL CONFIGURATION � 1 � J � J L1 t � FOCAL WALL t 144" 2"x 24"x 115" MITER _ FOLDED WALL PANELS 4 /- 97 1/2'' / / 97 1/2" / i 38 3/4" SMART WALL -/ \\V l 96„ — 4 29 GONDOLA 1 t " / i 120" $" ,, �23 3/8"-/ 84" lir 23"—/ 1� — — Z T 1 • I �J G n I"I l / 3" ��7 " 1 � 1 24 i < < < < _ I . — — T i -38 3/4" .,15 1/2"7"// 41 3/4" - 41 3/4" A 5 1/2" 1 " --20"-/ X20"-' 1 1/4\ 45" 1,4" 1,4" 24" 45 - J • �^ / 1 1 120 3/4" " 120 25132" 1 = — \ 23 318" 93 3/4" " I 98 1/2" 1 i -_� 24" 1 �� 1 i 111 Z J 1 i — 7 ' — 72" 24 I 1 " I z . 47" 3 1„ 47" ..� 40 cow 1 �, 1v i t 31" y 1 j 31"/ ❑ v r \ " i l' -44" il' FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW VIEW A-A VIEW B-B 7 i ELEVATIONS co SMART WALL & FOCAL WALL DETAILS AND ELEVATIONS J w 1— 1/4"THK. PLATE 118" I TYP . o NOTES: CONNECTORS TYP. 1. DESIGNED PER THE 2014 OSSC. Fa = 1.11 &Ss = 0.98 Lc1 aaQC 2. STORAGE CAPACITY: GONDOLAS =50# PER SHELF CARPET DISP. =50# PER ARM FOCAL/SMART WALL =50# PER LEVEL 6.. 3. ASTM A1011 FOR SHAPE Fy = 55,000 PSI GRADE 55. O _1Ts° TUBE STEEL Fy = 46,000 PSI SEIZMIC iliii-- 0 � 40" 0 4. ALL BOLTS A307(UNLESS OTHERWISE NOTED). �i ; 5.ANCHORS: POWERS POWER-STUD+ SD1, ICC#ESR-2818. EST. 1985 �,� I ' 6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE SEIZMIC / HSS3"x3"x12 GA. r I f �' BRACE TUBE HSS 3"x 3" �� r ANCHORAGE OF STORAGE RACKS 8 FEET OR GREATER IN ENG11INEERING, EECypr, St. �, \ x 12 GR �' HEIGHT IN STRUCTURES ASSIGNED TO SEISMIC DESIGN Covina California /i HSS 3"x 3"x 12 GA. 125' 25° BRACE 118"�/ <TYP' CATEGORY"0", "E"OR "F". (SECTION 1705.11.7) 91724 ATTACH W/ COLUMN HSS 3"x 3" 7. CONCRETE 5"THICK x 2,500 PSI. Tel.(909)869-0989 HSS3"x3"x 12 GA. 318"0 BOLTS 1 1 ri,„ x12 GA. 8. SOIL BEARING PRESSURE 1,000 PSF. BRACE TUBE BRACE DRAWN BY: P.O./T.K. 5/16'0 BOLTS TYP. U.N.O. DATE: 04/18/16 7" DATE: BRACE CONNECTION DETAIL 1/8"V <TYP. LAST REV.BY: REV,DATE; 97 5/8" G'-4" 2 1/2" • 4'-2" TYPE: 1 MIN. EMBEDMENT t 110 3/4" 109 1/4" , SCALE: N.T.S. ~� yy 11## nil HSS 3"x 3"-/l 1"xi"x16 \_1"x1-1/2"x16 GA APRV'D BY; SAL E.FATEEN 3 A 1��41�� 1L {1t�l 20-112" GA TUBE �. TUBE �! ` ' COLUMN `` ‘c� �� (2) REQ'D PER UPRIGHT FRAME • • • • • • • • a _ r �� •,>-r 611/2" 2 ' f 4 1, likk V UPRIGHT FRAME p HSS 3"x 3" OREGON COLUMN BASE TUBE 1/$„V �TYP. x 12 GA. 0 oFC 01, 1g�� 144'' /`y\ BRACE i --1, ��! £. FA��`�� �� i �� r I CONCRETE INN • • !„ I :, �' 1 I \ .t. -� EXPIRES a a a e a•.= PLAN VIEW ,�q' � 4';� 12-31-2017 a a. • ,' - 4 0 .d � DESCRIPTION: SMARTWALL, G- - __a "• -a ` ' e FRONT VIEW SIDE VIEW FOCAL WALL & a a [I11l'il'il71'.[I'AII11' IIII'�i. [l.~s RUG D I S P LAY SOIL FIXTURES \�7 ANCHOR r ) RUG DISPLAY RACK ELEVATIONS DRAWING NUMBER: /` RUG DISPLAY RACK DETAILS & ELEVATIONS 16-0669-D