906 SE EVERETT MALL WAY 2019 COLUMBIA DEBT RECOVERY Plans 2022-12-02

CAUTIOf� : IF THIS SHEET IS f� 01� 30�� x42�� T IS A F�EDUCED PR �1T MEMBER DEPTH: FLANGE WIDTH: i� ��-'� DECK LINE Y WALL TYPE NOTES: \� BRACE TO STRUCTURE, o � ,a; (EXAMP�E: 6" =600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" �162 X � i � � ALTERNATE SIDES. USE METAL ctS ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS � � > » >- N 1. INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC-ESR-1338 \ , / STUDS � 4-0 O.C, MATCH Z INCHES. FOR ALL "TA SEC110NS MEMBER ARE TAKEN IN 1/100 INCHES. 2 � Q W DEPTH IS THE INSIDE DIMENSION. 2. SEE LIMITING WALL HEIGHT TABLE FOR METAL STUD GAUGE AND SPACING -__ WALL STUD SIZE & GAUGE (3 6OO S 162 - 54 BASED ON WALL HEIGHTS AND STUD SIZES AS NOTED ON EACH WALL TYPE. - 5/8" 20 GA. MIN.) BEND WEB o � STYLE: MATERIAL THICKNESS: ) (EXAMPLE: 0.054 IN. = 54MILS; 1 MIL =1/1000 3. MAX. STUD SPACING SHALL BE 24". � & FASTEN TO TOP TRACK. E-- � (EXAMPLE: STUD OR JOIST SECTION =s 4. MINIMUM FASTENER SIZE SHALL BE #6 - 1-1/4" SCREWS. h \ / MAX. LENGTH OF BRACE 25'-0" w THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE 5. MAXIMUM FASTENER SPACING SHALL BE 12" FIELD AND 8" AT EDGES. � � � � � THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL � � ------- -- ------ ------ c� c� THICKNESS REPRESENTS 95� OF THE DESIGN 6. ALL WALL STUDS TO BE 3-5/8", U.O.N. �? � � S= STUD OR JOIST, T= TRACK, U= CHANNEL, THICKNESS. 7. ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. � � F = FURRING CEILING TYPE AND HEIGHT � � INTERIOR NON-STRUCTURAL NON-COMPOSITE: PER CEILING PLAN � O Z (S)STUD SPACWG 5 PSF (S)STUD SPACING 5 PSF WALL TYPE PATTERN � U o MEMBER (IN.)O.C. L/240 MEMBER (IN.)O.C. U240 i � N J 250S125-18 12" 10'-6" 400S125-43 12" 20'-9" � o � z TOP TRACK SECURED TO WALL o � .� w WALL TAG MODIFIERS: 0 250S125-18 16" 9'-7" 400S125-43 16" 18'-10" �- BRACE W/ (2) #8 SHEET META� � Q N � 250S125-18 24" 8'-3" 400S125-43 24" 16'-5" � C2= 2-1/2'; METAL STUDS SCREWS m � Q o � C3= 3-5/8 METAL STUDS BOTTOM TRACK FASTENED TO � � 250S125-33 12" 13'-2" 4QOS125-54 (50 KSI) 12" 22'-2" � C4= 4" METAL STUDS FLOOR � 16"O.C. MAX. � � .� � � C6= 6" METAL STUDS � � � 250S125-33 16" 12'-0° 400S125-54 (50 KSI) 16" 20'-2" � � 250S125-33 24" 10'-6" 400S125-54 (50 KSI) 24" 17'-7" a C8= 8" METAL STUDS 3 � � � 250S125-43 12" 14'-4" 400S125-68 (50 KSI) 12" 23'-8" � 5/8" GYPSUM - WALL BASE WHERE OCCURS, � � Z BOARD EACH SIDE - SEE FINISH PLANS ,� � 250S125-43 16" 13'-0° 400S125-68 (50 KSI) 16" 21'-6" � OVER METAL STUDS, � ACOUSTICAL SEALANT � w „ , „ , „ F= SEE METAL STUD � . N 250S125-43 24 11 -5 400S125-68 (50 KSI) 24" 18 -10 � � � FLOOR LINE � � m TABI.E FOR SPACING � o 6QOS125-27X 12" 24'-4"• � `�� ,� Z N 362S125-18 12" 14'-0" 600S125-27x 16" 21'-6" . Q WAL L TYP E ��- _ " � WALL TO UNDERSIDE OF CEILING � .� o � 362S125-18 16" 12'-2" 600S125-27X 24" 17'-7" � N SCALE: 1-1/2"=1'-0" IWAMT-Wafl_type_C-01 � � °` w � 362S125-18 24" 9'-11" • 600S125-33 12" 26 -2" � � v � 362S125-33 12" 17'-7" 600S125-33 16" 23'-9" Z � � v � � � - 362S125-33 16" 16'-0" 600S125-33 24" 20'-6" � DESIGN BUILD METAL STUD: m � �, � � � ,-+ w �" C .� 3 `fl oNo 362S125-33 24" 14'-0" 600S125-43 12" 28'-9" 0° � � � v �'w N v n � 1. STEEL STUDS AND RUNNERS: MINIMUM BASE-METAL THICKNESS: J � .� ,o � � � � � � u > >� �� N a. 25 GAGE UNLESS INDICATED OTHERWISE ON DRAWINGS OR BELOW: -' 362S125-43 12 19 -2 600S125-43 16 26 -1 a ;� v u. � �n ,a; � �i 1) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLtES, TYPICAL LOCATIONS: WITHSTAND = : � �' � � '� '� `�' 362S125-43 16" 17'-5" 600S125-43 24" 22'-10" LATERAL LOADING (AIR PRESSURE) OF 5 PSF WITH DEFLECTION LIMIT NOT MORE THAN a a 4 CONCRETE ROOF/FLOOR � `� �" �� 0 " � � Q" `" 362S125-43 24" 15'-3" 6005125-54 (50 KSI) 12" 30'-9" J L/240 OF PARTITION HEIGHT. a a Z „ , , „ „ Q 2) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES AT LOCATIONS WITH CERAMIC TILE OR a POWER-DRIVEN fASTENERS C�? � 362S125-54 (50 KSI) 12 20-6' 600S125-54 (50 KSI) 16 27'-11 �- » w a OTHER HARD SURFACE FINISHES: WITHSTAND TYPICAL LATERAL LOADING (AIR 16 MAX. PENETRATION AT � 362S125-54 (50 KSI) 16" 18'-7" 600S125-54 (50 KSI) 24" 24'-5" o PRESSURE) WITH DEFLECTiON LIMIT NOT MORE THAN L/360 OF PARTITION HEIGHT, a � POST-TENSION SLAB N » > >� » > � �� MINIMUM 20 GAGE STUDS AT 16" ON CENTER a ICC-ESR-1752 � 362S125-54 (50 KSI) 24 16 -3 600S125-68 (50 KSI) 12 33 -0 �o a r � �� 0 3) WHERE WALL MOUNTED EQUIPMENT, WOODWORK, AND CASEWORK ITEMS ARE INDICATED OR � a 1-1/2"x4" 12 GA. ANGLE Q 3 6 2 S 1 2 5-6 8 (5 0 K S I) 1 2 2 1 -1 1 6 0 0 S 1 2 5-6 8 (5 0 K SI) 16" 30'-0" E L S E W H E R E A S S H O W N O N D R A W I N G S, P R O V I D E M I N I M U M 1 6 G A G E S T U D S. a � > » > » �� 4) AT PARTITIONS SCHEDULED TO RECEIVE TILE BACKING PANELS OR CERAMIC TILE FINISH, 4 �� CLIP. MATCH BRACE/STRUT ,�; � 362S125-68 (50 KSI) 16 19 -11 600S125-68 (50 KSI) 24" 26 -2 Q f- WIDTH WITH 2 1 Q PROVIDE MINIMUM 22 GAGE STUDS. ( ) # 0 SCREWS, ~ 362S125-68 (50 KSI) 24" 17'-5" 8QOS125-43 12" 36'-1" �� T�• � $ - - 8 w z 5) AT JAMBS OF OPENINGS PROVIDE TWO MINIMUM 20 GAGE STUDS. m � x » > �� » � ^ w� 6) CEILINGS: AT CEILINGS USING MOLD-MILDEW RESISTANT GYPSUM, FRAMING TO BE 16 \ METAL DIAGONAL BRACE AS � z � 400S125-18 12„ 14' 9 '• 8dOS125 43 16' 32'-9" �o = � �� $ INCHES O.C. FOR 5/8" GYPSUM. \ SHOWN ON WALL TYPE '-'-' o 400S125-18X 16 12 -10 • 800S125-43 24 28 -8 v�0 7) REFER TO DiVISION 5 FOR COLD FORMED STUD FRAMING WHICH IS EXPOSED TO WIND � ~ Q �� o� 400S125-18X 24" 10'-5" • SOOS125-54 (50 KSI) 12" 38'-9" �a LOADS AND FOR STUDS CARRYING HEAVY VERTICAL LOADS (STONE TILE THICKER THAN \� o � 400S125-33 12" 19'-0" 800S125-54 (50 KSI) 16" 35'-2" Q z 3/4 INCH, ETC) \\ o W „ . » >� � � �o , � �-'- � 400S125-33 16 17-3 SOOS125-54 (50 KSI) 24 30-9 � b. WHERE PARTITION HEIGHTS EXCEED STUD MANUFACTURER S RECOMMENDED SPANS, PROVIDE � w 400S125-33 24" 15'-1" 8QOS125-68 (50 KSI) 12" 41'-11" �� STRUCTURAL CALCULATIONS. � U a- m NOTE: ALL STUD INFORMATION IS BASED ON: 800S125-68 (50 KSI� 16�� 38�-1" Z� J ` STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 800S125-68 (50 KSI� 24" 33�-4" x = ICC ESR-3064P o � � LIMITING WALL HEIGHT TABLE-L/240 DESIGN BUILD METAL STUD WALL SWAY BRACE Q � SCALE: NONE IWAMT-Height_table-�_240-SSMA � � SCALE: N.S.C. IWAMT-Design_Build-Metal_Stud � SCALE: 3"=1'-0" IWAMT-Dia_brc_hd_con-01 � z � M � � W � z � w � � � � 400S162-54 HORIZONTAL BRACE. � Q � STRADDLE STUD BELOW AND FASTEN � O � TO TOP TRACK WITH (4) #8 SHEET � " �O METAL SCREWS (2 EA. SIDE OF STUD) o � O � U N w Q � BOTTOM TRACK WITH z W � � x x POWER-DRIVEN FASTENERS AT o z 16"0.C. M AX. � � � O � �I I� � ICC-ESR-1752 � � � i W Q � � � r�'°h� li ' � � o� � x J I I � Mq I� I #10 SCREWS (TYP.) -' M z � k I I � �� N W �.— _ I I I �� I � I� � ��I I..:� ACOUSTICAL SEALANT z W � Q � i i .. �..i z w � � � � ' CONCRETE FLOOR � Q � I� I � � �` � � W F— 1� � aV a � � > W � �' � � W � METAL STUD WALL, SEE WALL TYPE � � (� SCHEDULE o > U O W Q � � HORIZONTAL WALL BRACE WALL BASE FULL HEIGHT NON-RATED WALL w � SCALE: NONE IWAMT-Ac_iso_hor_brc-01 � SCALE: 3"=1�-0" IWAMT-Base_typ-01 � � — � � _ � � ^ � I..L� ~ O O z w � � w � 5/8" TYPE "X° GYPSUM Q W BOARD BOTH SIDES. � m METAL STUD PARTITION PER W � WALL TYPE SCHEDULE. c� x w � . i o � - cn FRY DRYWA�L MOLDING � Y w ENCLOSURE o � — — —— — — W — — — >- � I I EXISTING SILL BELOW. Q � i � o I I END QF WALL PAINTED BLACK. o ( I � W � i ( BLACK NEOPRENE GASKET � _ _ _ _ _ L J_ _ _ _ COMPRESSED AT LEAST 20� m � OR APPROVED SEALANT AT RATED PARTITIONS. o � � o J � OF MULL►ON EXISTING EXTERIOR WINDOW Q (n _ SYSTEM v' J o Qz PARTITION AT WI N DOW � W � 0 � SCALE: 3"=1'-0" IPISF-Partition_window-01 � Q w � - `L w � < g � Q = W = MAX. 100 Ib. PER STUD. � � o o � /, � 0 � Z Z � . W J J w (n � i 16 GA. METAL STUD 16" O.C. _ � � o o � z (� ALL BACKING STUD TRACKS � w z z � �`' � � � cna ¢ � � ^ i i - � � � a. o � f- o � � 1 I O U Z Z � U - I j j U � z z � >- N H I i j � 0�0 � � � U I � � Q � i i � 16 GA.X6"X1-1�2" � � o, Q, �, o, - i i UNPUNCHED METAL TRACK � W o 0 0 0 0 = i � W/LEGS CLIPPED & BENT � � � N N N N c., - a .- � o � �ri �- � � � I �. EA. STUD. ATTACH TO EACH � ❑ � N N .- - � � � ��'� \� STUD W/3(#10) SE�F-DRILLING � o 0 0 0 0 � � � � ( �� AND SELF-TAPPING SHEET �`' � � i i � _ � � � � �'� METAL SCREWS (TO MIN. 3 ~ - � i i i �1'� STUDS) EXTEND BACKING 1 � � i I . . � i i � I<y I BAY BEYOND EDGE OF `� � i � I i ' CABINET / EQUIP. o PA/PM: C. KANG � i � � � � z� i i i i � DRAWN BY: R.F. i i � � C � � I I % � i i DO NOT CUT FLANGES � � i i NOTE: � JOB NO.: SEA18-6190-01 i �/�`J i STUDSEN SUPPORTING Q ' SHEET - l cn . � " Z p� � O - BACKING DETAIL FOR MISC. EQUIP. � • Q � W � � SCALE: N.T.S. IWAMI-Wall_equip_backing-01 = o i � �