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Plans ■ ' / v VV v I • 52' TYPE 'X' GYP- / BD OVER METAL FRAMING. ANODIZED ALUM_ Cr STOREFRONT SYSTEM WITH LAMINATED WELDED ,' x ,' CLEAR SURFACE APPLIED STUCCO SYSTEM LEA E LINE ,• x A• x 3/16• STEEL STEEL ANGLE VANDAL TILE BELW OVER W UALL TE W/ 7WIDE 1x GLASS. SHEATHING AND 7' STEEL ANCHOR DE , R IN D B 5 O 7 -,3 T I L A N D / AN EXTERIOR METAL STUDS. J I i I ANGLES W/ V1' BOLTS. 5/6' TY 'x• GYP. DOOR SUPPL (TYP- BOTH SIDES) S C H M I D T BD. OVER l/9' _ HAT CHANNEL •RCMITHCTa PL. LL B W ��� H RIRWNG 1,70 _ II _ -_ PORTLAND. OR 51201 I 0 O I RECEIVED FAX f 5031 710 -5519 + u' - II of INTERIOR PROVIDE GYP. BD. Y OPENING_ METAL STUD I I 1 COILING OVER)ff AO C i U OPENI !FINISH I i I -0' ` Il •0 I -0 DOOR OPEN GRILL DETERMINED BY 1/9' HAT CHANNEL TILE 1f ■ TILE TENANT) WIDTH 1 WIDTH ®� p ' CITY /�/ TIGARD �® /� 3 STUD 7,GA METAL rLA NYe NS) NECR1NG sruD r- RAINING TO FORM ENTRY 1 FEATURES. I. EXTERIOR EXTERIOR STOREFRONT COILING CO 0 J 1 WINDOW DETAIL DETAIL COLUMN DETAIL DOOR DETAIL 0 3 I I' -m' 2 I. • I' m' 3 I' I' m' 4 ,. • 1.-0. Wog W cn W J QNCC W L Q e!' ISI N z c o v ��� 4 6 . 0 )0°C 7 16 o Z Seo�� CO =o IF VERIFY I c! 0 1' y z II I I r x I STEEL 1 ERIF AFF.� plan I � I _ roved plan, �P� pate /-0/ Q 9'x9'X X W/ 3' LG SLOT FOR DRILL 13/16• DI Fa -- o �y�3 ��� c. riri A. 3/4' A3O1 BOLT IN •• x ,' TA. P /4 SIDES V JI /,' ANGLE (TTP Y I � Q ' ' � � 4' k 4 •3 D !^ ^ / STEEL • TUBE COLU'N Q 1 j J/ ✓ ✓ ✓ / / /IIIVVV /// , x lO STEEL �� l IF TUB - 11 ®� ! EC C IF 8 o 8 13' -0' AFF (y II 4' k ,' N 3/9' N 3' RIFT POJECT NO. WIDE STEEL (3) SIDES ANGLE. 25112 I /,• ANGLE ( TYPJ DATE . _m tp Sept 71, 7005 I , DRAWN BY i O KDI" I CO _� . CHECKED BY o Y I- � /(55 C ,� REVISIONS (y -` 1/1• PL 1 1 /•• X 1 / / / /// LI; I/4' WEDGE ANCHORS / OCT 03 1005 V7 V7 - _________ , 'EMBED / � _ / C CITY OF TIGARD I C 1 I//• - I LANDLORD I S O GROUT 1 CONC A i COMMENTS a Y M AR�1 Li J ' OCT T 1005 lV ` �` 7 n � CCNST REV 6 T s -OREGO OCT 20 7005 INTERIOR A DONST. RE V. 0 3 Ill 5 COLUMN DETAIL 1/ r a�C� 0r 13 a I I -m N Y D R T › R m x _ . o KASSAB JEWELERS a _ • i x ^ a ,. F' " a m m 9306 SW WASHINGTON SQUARE ROAD - -- ; - 3 D 3 , °� 1. V i N o TIGARD OREGON 97223 a a , EA o o v WASHINGTON SQUARE MALL sp r _,, } 18' -0. VERIFY t �' ExISTING STEEL I6' -6' A.F.E. - i FRAME FAT 8'X8'XI/2'X4'— Illlll WI 3' LG SLOT FOR DRILL 13/16• DIA. 3/4 4301 BOLT IN 4' X 4' T.S. vER (3) SIDES I /4' ANGLE ITYPJ 4' X 4' TUBE STEEL COLUMN 4' X10' STEEL / /// TUBE 1 I ` , 13' -0' AFF_ 1 � 4' X 4' X 3/8' X 3' VER F� \ WIDE STEEL (3) SIDES ANGLE. I /a' ANGLE (TYP.) _� I/2' PL 1 I /4' x 1 O 1 /4' W/ 2 3/4' WEDGE ANCHORS 1 - - - 4' EMBED 1I t 7 7 N i GROUT , i 1 CONG_SLAB 0 l J AIL E INTERIOR COLUMN DETAIL . n 5 I• a P ' ti 1 V � #2955 1 ?( . V al Y ,n ' • T•�o.IREGi• , 3 OF01� Y 3. K