906 SE EVERETT MALL WAY 2019 POLYWORKS Plans 2022-12-29

CAU IION : F TH S SH �ET S N01 30�� x42�� I tS A I� EDUCED PRIN � ,�'-'�� DECK LINE Y MEMBER DEPTH: FLANGE WIDTH: � � 1s2 X WALL TYPE NOTES: i� i BRACE TO STRUCTURE, � � (EXAMPLE: 6" =60o X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" ALTERNATE SIDES. USE METAL +�,, ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS � \ � / STUDS � 4�-0'� O.C, MATCH Z N 1. INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC-ESR-1338 � w INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN t/100 INCHES. 2. SEE LIMITING WALL HEIGHT TABLE FOR METAL STUD GAUGE AND SPACING 2 � �_- WALL STUD SIZE & GAUGE (3 Q DEPTH IS THE INSIDE DIMENSION. 60O S 162 - 54 BASED ON WALL HEIGHTS AND STUD SIZES AS NOTED ON EACH WALL TYPE. - 5/8" 20 GA. MIN.) BEND WEB o O � STYLE: MATERIAL THICKNESS: » 3. MAX. STUD SPACING SHALL BE 24 . & FASTEN TO TO . �- � (EXAMPLE: STUD OR JOIST SECTION =S ) (EXAMPLE: 0.054 IN. = 54MILS; 1 MIL =1/1000 4. MINIMUM FASTENER SIZE SHALL BE #6 - 1-1�4" SCREWS. � \ MAX. LENGTH OF BRACE 25'-0" � � 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. w � � S = STUD OR JOIST, T= TRACK, U= CHANNEL, THICKNESS. 7. ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. CEiLING TYPE AND HEIGHT o F = FURRING � INTERIOR NON-STRUCTURAL NON-COMPOSITE: PER CEILING PLAN c� � O Z (S)STUD SPACING 5 PSF (S)STUD SPACING 5 PSF WALL TYPE PATTERN ~ V � � o MEMBER (IN.)O.C. U240 MEMBER (IN.j O.C. L/240 0 � J 250S125-18 12" 10�-6" 400S125-43 12" 20'-9" � z WALL TAG MODIFIERS: TOP TRACK SECURED TO WALL o � '� 0 250S125-18 16" 9'-7" 400S125-43 16" 18'-10" Q BRACE W/ (2) #8 SHEET METAL � N � , „ , „ o C2= 2-1/2'� METAL STUDS SCREWS m � '�' 250S125-18 24 8 -3 400S125-43 24 16 -5 � U, w C3= 3-5/8 METAL STUDS BOTTOM TRACK FASTENED TO � � � 250S125-33 12" 13'-2" 400S125-54 (50 KSl) 12" 22'-2" a, C4= 4" METAL STUDS FLOOR � 16"O.C. MAX. � � „ , „ w VERIFY, MATCH EXST. � � � � 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 3 Q J cn 5/8" GYPSUM WALL BASE WHERE OCCURS, � � 250S125-43 12" 14'-4" 400S125-68 (50 KSI) 12" 23'-8" w BOARD EACH SIDE - SEE FINISH PLANS � � z - � 250S125-43 16" 13'-0'� 400S125-68 (50 KSI) 16" 21'-6" � OVER METAL STUDS, N ACOUSTICAL SEALANT � 250S125-43 24" 11'-5" 400S125-68 (50 KSI) 24" 18'-10n N SEE METAL STUD \ � • � � FLOOR LINE � = TABLE FOR SPACING m � I i � o 600S125-27X 12" 24'-4"• � _ WALL TYPE -C=� "�� w 362S125-18 12° 14'-0° 600S125-27x 16" 21'-6" • = WALL TO UNDERSIDE OF CEILING � � � o 362S125-18 16" 12�-2" 600S125-27 X 24 17-7 ; � � " ' " � SCALE: 1-1/2"=1'-0" IWAMT-Wall_type_C-01 � w � 362S125-18 24" 9'-11" • 600S125-33 12" 26'-2" � = z o v � c� � 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 v � � o �., � � °1 3 �0 � 362S125-33 24" 14'-0" 600S125-43 12" 28�-9" 1. STEEL STUDS AND RUNNERS: MINIMUM BASE-METAL THICKNESS: m � •� o � � � � `�fl. � ►n „ , n � � a. 25 GAGE UNLESS INDICATED OTHERWISE ON DRAWINGS OR BELOW: _ ;� � � � � � � N 362S125-43 12 19 -2 600S125-43 16' 26�-� 1) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES, TYPICAL LOCATIONS: WITHSTAND cn CONCRETE ROOF FLOOR � � .� � •" o � ¢" w 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 � � 362S125-43 24" 15'-3° 600S125-54 (50 KSI) 12" 30'-9" J L/240 OF PARTITION HEIGHT. � Z Q 2) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES AT LOCATIONS WITH CERAMIC TILE OR a � POWER-DRIVEN FASTENERS � a 362S125-54 (50 KSI) 12" 20'-6" 600S125-54 (50 KSI) 16° 27'-11" � 16" MAX. PENETRATION AT � Q OTHER HARD SURFACE FINISHES: WITHSTAND TYPICAL LATERAL LOADING (AIR 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 cn „ � „ �v� 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 �Q 3 WHERE WALL MOUNTED EQUIPMENT WOODWORK AND CASEWORK ITEMS ARE INDICATED OR � d } ) � � a 1-1/2"x4" 12 GA. ANGLE Q o� �Z 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 5-68 (50 KSi) 16" 30'-0" �� ELSEWHERE AS SHOWN ON DRAWINGS, PROVIDE MINIMUM 16 GAGE STUDS. Q a i� C L I P. M A T C H B R A C E/S T R U T ,� �W�� „ , „ � � �� 4) AT PARTITIONS SCHEDULED TO RECEIVE TILE BACKING PANELS OR CERAMIC TILE FINISH, WIDTH WITH (2) #10 SCREWS, N N=�� 362S125-6 8 (5 0 K S I) 1 6 1 9 -1 1 6 0 0 S 1 2 5-6 8 (5 0 K S I) 2 4 2 6�-2 Q Q PROVIDE MINIMUM 22 GAGE STUDS. 36 2S125-68 (50 KSI) 24" 17'-5" 800S125-43 12" 36'-1� 5) AT JAMBS OF OPENINGS PROVIDE TWO MINIMUM 20 GAGE STUDS. TYP� m W��-�3 � w z \ o I]C a -'� o 400S125-18X 12" 14'-9" • 800S125-43 16° 32'-9" �Z 6) CEILINGS: AT CEILINGS� USING MOLD-MILDEW RESISTANT GYPSUM, FRAMING TO BE 16 METAL DI A G O N A L B R A C E A S -' Q° X '�o INCHES O.C. FOR 5�8 GYPSUM. \ SHOWN ON WALL TYPE _ � aa w 400S125-18x 16" 12'-10"� 800S125-43 24" 28'-8" i o 7) REFER TO DIVISION 5 FOR COLD FORMED STUD FRAMING WHICH IS EXPOSED TO WIND �� ~ Z °° � �� 400S125-18X 24" 10'-5" • SOOS125-54 (50 KSI) 12" 38'-9" �a LOADS AND FOR STUDS CARRYING HEAVY VERTICAL LOADS (STONE TILE THI C K E R T H A N � � \ � N 3/4 INCH, ETC) �� 400S125-33 12" 19'-0" 800S125-54 (50 KSI) 16° 35'-2" Q Z � 4 0 0 S 1 2 5-3 3 16" 17'-3" 800S125-54 (50 KSI) 24" 30'-9" �°�- b. WHERE PARTITION HEIGHTS EXCEED STUD MANUFACTURER'S RECOMMENDED SPANS, PROVIDE �� w STRUCTURAL CALCULATIONS. 400S125-33 24" 15'-1" 800S125-68 (50 KSI) 12" 41'-11" v o w m NOTE: ALL STUD INFORMATION IS BASED ON: 800S125-68 (50 KSI� 16" 38'-1" Z N J Q STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 800S125-68 (50 KSI� 24" 33'-4" " Q N ICC ESR-3064P z (y LIMITING WALL HEI�HT TABLE-L/240 DESIGN BUILD METAL STUD 7 WALL SWAY BRACE � � T-Hei ht table-L_240-SSMA � � SCALE: N.S.C. IWAMT-Design_Build-Metal_Stud / SCALE: 3 =1 -0 IWAMT-Dia_brc_hd_con 01 � zo SCALE: NONE IWAM g _ � z �w � o �0 NOTE: J � PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT � LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION "' " Op INDICATED w � � O � Q Oo w BOTTOM TRACK WITH z � � POWER-DRIVEN FASTENERS AT o z 16"0.C. M AX. c�`'.� � J O g" DOOR HANDLE ICC-ESR-1752 � � J H LIGHT SWITCH/SENSOR Q Q � THERMOSTAT J � Z _ #10 SCREWS (TYP.) Q = x �. �:: � � �.:.. ACOUSTICAL SEALANT N � a z � I =- �.".I o > � � � � CONCRETE FLOOR � � ^ I �` - I � J �„�„� � a Z > �-- �� . a . w W V ~ � �, � w � m � W � � O � � W U J /� LT. SWITCH / T STAT INSTALLATION WALL BASE � "' _ w ' ' " FULL HEIGHT NON-RATED WALL w � ��; IWAMT-Base_t 01 � Q — S C A L E: 3/8"=1'-0" I M I M I-L i g h t_s w i t c h_T_s t a t-0 2 � SCALE: 3'=1 -0 YP- � � _ — F- L1 � W = MAX. 100 Ib. PER STUD. ~ O z w � �w 16 GA. METAL STUD 16" O.C. � i i � ALL BACKING STUD TRACKS 5/8'� TYPE "X" GYPSUM Q w i i BOARD BOTH SIDES. r. i i i m � i i ' � � � WALLLTYPEDSCHEDULEN PER U � i � - x w i i i 16 GA.X6'�X1-1/2" Y i i UNPUNCHED METAL TRACK o i ' W/LEGS CLIPPED & BENT � � � � � � � I EA. STUD. ATTACH TO EACH FRY DRYWALL MOLDING w � I I .^� � i i �•' � STUD W 3 10 SELF-DRILLING = i � i ( � � �# ) _ ENCLOSURE ,- Q i i i i �.� AND SELF-TAPPING SHEET _ _ _ _ o W i i i � � ��' METAL SCREWS (TO MIN. 3 -- - - - � U� � i i � � r�j'� STUDS) EXTEND BACKING 1 I I EXISTING SILL BELOW. a J i i i I�y I BAY BEYOND EDGE OF I i I o Q i i i � i ' CABINET / EQUIP. I I END OF WALL PAINTED BLACK. o � � W i i � i � I � BLACK NEOPRENE GASKET w � i i i COMPRESSED AT LEAST 20� � i i i Np�: L�J OR APPROVED SEALANT AT m (n RATED PARTITIONS. o w i i i DO NOT CUT FLANGES Z � � �� i BETWEEN SUPPORTING J O o i STUDS EXIST�NG EXTERIOR WINDOW a W � � OF MULLION SYSTEM �' z . o Qz , BACKING DETAIL FOR MISC. EQUIP. PARTITION AT WINDOW � J � SCALE: N.T.S. IWAMI-Wall_equip_backing-01 � O SCALE: 3 =1 -0 � Q w � o " ' " IPISF-Partition_window-01 U . � � � w o� � G � 3 F- � 400S162-54 HORIZONTAL BRACE. o Q w � � � � � STRADDLE STUD BELOW AND FASTEN = � � � w w w a o c� J w � ¢� TO TOP TRACK WITH (4) #8 SHEET � J �, o N METAL SCREWS (2 EA. SIDE OF STUD) �o U O � U � / � � 0 � � N U Z Q , � �c x � O' � U w W O O � I II II I 0 Q r� o � II � p o � � � � ,o\p•�M/N x � i = o 0 I w � I o'• ' �I � � o �I I �� I �� I � Q � �V � � I � Z PA/PM: C. KANG 0 N j � II � � DRAWN BY: R.F. � I� �I�I �I II � JOB NO.: SEA18-6210-01 w ''W cn cn / � � / SH METAL STUD WALL, SEE WALL TYPE a � � SCHEDULE Z � 0 U � � N � � HORIZONTAL WALL BRACE � • � � w � � � SCALE: NONE IWAMT-Ac_iso_hor_brc-01 � 3 i �