Laserfiche WebLink
ATTACH METAL STUD RUNNER TO <br />DIAGONAL METAL STUD UNDERSIDE OF ROOF STRUCTURE. <br />DIAGONAL METAL STUD BRACING TO <br />BRACING TO STRUCTURE ! PROVIDE FIRE BARRIER DIAGONAL METAL STUD BRACING TO <br />STRUCTURE ABOVE, AS REQ'D. ABOVE AS REQUIRED FASTEN SEALANT --DEPTH AS REQUIRED BY STRUCTURE ABOVE, AS REQ'D. <br />ASSEMBLY RATING FASTEN AT 48" O.C. (TYPICAL) <br />AT 48" O.C. (TYPICAL) <br />FASTEN AT 48" O.C. (TYPICAL) (! <br />REFER REFLECTED CEILING PLAN FOR j l <br />CEILING HEIGHTS REFER REFLECTED CEILING PLAN FOR REFER REFLECTED CEILING PLAN FOR <br />� <br />CEILING HEIGHTS - <br />] CEILING HEIGHTS - - <br />-- <br />CEILING <br />REFER TO REFLECTED CEILING PLAN <br />0 3-5/8" METAL STUDS H1 SIDES O.C. <br />0 GYP. BD. EXTEND GYP. TBD. TO FOR CEILING HEIGHTS & TYPE. <br />METAL STUDS AT 16" O.C. w/ 5/8" ' x 0 GA. METAL STUDS AT 16" <br />w/ 5/8' GYP. BD. O ! w/ 5/8 TYPE X GYP. BD. <br />D T " ABOVE 6" ABOVE FINISHED CEILING - <br />EXTEND GYP. B O 6 ( OTH SIDES EXTEND STUDS UDS AND <br />FINISHED CEILING HEIGHT HEIGHT GYP. BD. IN WET AREAS] I. GYP. BD. TO UNDERSIDE OF DECK <br />ABOVE U.L. DESIGN #U465 <br />j <br />NOTE: WALLS SHALL BE PLUMB NOTE: WALLS SHALL BE PLUMB <br />TO WITHIN 1/4" TOP & TO WITHIN 1/4" TOP & BOTTOM <br />BOTTOM AT MILLWORK AT MILLWORK LOCATIONS <br />NOTE: WALLS SHALL BE PLUMB LOCATIONS <br />3/4" PLYWOOD., MONITOR SIDE; OVER <br />TO WITHIN 1/4" TOP & BOTTOM NOTE: ALL PENETRATIONS T3-5/8" METAL STUD FRAMING AND <br />AT MILLWORK LOCATIONS 5/8" GYP. BD. (SEE DETAIL 15/A401b <br />THROUGH WALL SHALL BE FIRE l FOR VENT HOLES NEEDED) <br />CAULKED TO MAINTAIN ONE <br />0 �I 1 HOUR FIRE RATING 0 <br />I� NOTE: WALLS SHALL BE PLUMB <br />NOTE: MOISTURE RESISTANT GYP. NOTE: MOISTURE RESISTANT GYP. TO WITHIN 1/4" TOP & BOTTOM <br />BOARD IN WET AREAS BOARD IN WET AREAS AT MILLWORK LOCATIONS <br />I <br />NOTE: SEE DETAIL 14 & 15 ON <br />SHEET A401b FOR VENT HOLES <br />NEEDED <br />I I I � <br />O! BASE PER FINISH PLAN O BASE PER FINISH PLAN,OI BASE PER FINISH PLAN <br />REFER TO SHEET A103. REFER TO SHEET A103. REFER TO SHEET A103. <br />I� li <br />i <br />+ N BATT INSULATION 2A = SAME WALL TYPE AS '2' BUT WITH A 6" STUD <br />1A -SAME WALL TYPE AS 1 ADD SOUND S <br />1B = SAME WALL TYPE AS T BUT WITH A 6" STUD & ADD SOUND BATT INSULATION 2B = SAME WALL TYPE AS '2' BUT WITH A 1-5/8 STUD <br />CT' CT' <br />SCALE: 3/4" 1'-0 TYPICAL INTERIOR PARTITION WALL SCALE: 3/4" = 1'-0" ONE -SIDE GYP. BD. SCALE: 3/4" = 1'-0" INTERIOR ONE HOUR RATED U.L. #U465 SCALE: 3/4" = 1'-0" BACKWRAP / CASHWRAP WALL SOALBo b m i°�i�" <br />3 5/8" X 20 GA DIAGONAL <br />3"X3"X3"X18 GA CLIP <br />BRACING @ 48" O.C. <br />ANGLES TO TOP TRACK <br />AND TO THE <br />ANDIAGONAL <br />N <br />STRUCTURE <br />BRACING W/(2) #10 <br />SCREW CONNECTIONS, <br />EA. LEG. CLIP ANGLES <br />-- Al 48" O.C. MAX. <br />EX. METAL ROOF DECK A EX. METAL ROOF DECK <br />J <br />3 5/8" X 20 GA TRACK <br />20GA. SLIP TRACK W/ 6"X20GA, SOX BEAM BY <br />20GA. SLIP TRACK (2) #10 TEKS G.C. SECURE TO SEAM <br />FASTENED TC TOP CHORD FASTENED TO BOX <br />W/ (2) 0.157" PAFS <br />OF JOIST W/ (2) 0.157" 0 BREAM 24" G.C. <br />I�AF� <br />METAL STUD @ 16°' <br />- EX. BEAM O.C. <br />METAL STUD @16° <br />__ <br />CEILING CEILING <br />E. JOIST O.C. <br />� I ! METAL STUDS SECTION <br />DETAIL <br />TMCK TO BRACE DETAIL <br />SCALE: 3" = T-0" <br />SCALE: <br />I ! i <br />I i <br />METAL STUDS SECTION DETAIL <br />I i <br />I I <br />METAL TRACK PER SECTION <br />DETAIL <br />HILTI X-ZF # 32 P8/36M <br />(0.145" SHANK DIA) <br />FASTENERS @ 16" O.C. <br />li <br />I � <br />CONCRETE SLAB <br />Mehl Stud Size Schedule <br />SIZE <br />DESIGNATION <br />@ 16" O.C. @ 24" O.C. <br />SEE NOTES <br />EXTERIOR AND LOAD BEARING STUDS <br />2 1/2" <br />250S162-33 <br />12'-6" <br />10'-9" <br />25OS-162-33 <br />13'-0" <br />11'-6" <br />250S162-33 <br />13'-10" <br />12'-0" <br />3 5/8" <br />362S162-33 <br />16-0" <br />13'-6" <br />362S162-33 <br />'IT-3" <br />15'-01, <br />362S162-33 <br />17'-11" <br />15'-7" <br />362S162-33 <br />18'-6" <br />16'-9" <br />362S162-43 <br />19'-3" <br />- <br />362S162-54 <br />20'-0" <br />- <br />362S162-68 <br />22'-0" <br />- <br />6" <br />600S162-33 <br />20'-0" <br />600S162-33 <br />25' 3" <br />22'-0" <br />600S162-33 <br />26'-V <br />22'-10" <br />600S162-33 <br />26'-8" <br />23'-8" <br />600S162-43 <br />28'-0" <br />- <br />600S162-54 <br />30'-0" <br />- <br />600S162-68 <br />32'-0" <br />- <br />INTERIOR, NON -LOAD BEARING, AND FURRING STUDS <br />15/8" <br />162S125-18 <br />9'-6" <br />8'-3" <br />21/2" <br />250S162-18 <br />12'-6" <br />10'-9" <br />250S162-27 <br />13'-0" <br />3 5/8" <br />362S162-18 <br />16-0" <br />13'-6" <br />362S162-27 <br />17'-3" <br />15'-0" <br />4" <br />400S162-18 <br />17'-3" <br />14'-3" <br />40OS162-27 <br />18'-6" <br />16-3" <br />611 <br />600S162-18 <br />20'-0" <br />15'-0" <br />600S162-27 <br />25'-3" <br />22'-0" <br />/GAUGE CONVERSION MILLS <br />Mills <br />Gauge <br />18 <br />25 <br />27 <br />22 <br />33 <br />20 <br />43 <br />18 <br />54 <br />16 <br />68 <br />14 <br />1. HEIGHTS LISTED ARE MAXIMUM UNBRACED HEIGHT. CONFIRM STUD SIZES, LOADS, <br />AND SPANS WITH STUD MANUFACTURER. <br />2. EXTERIOR AND LOAD BEARING STUDS SHALL BE STRUCTURAL STUDS ONLY. <br />3. "EQUIVALENT" STUDS MAY BE SUBSTITUTED FOR INTERIOR AND NON -LOAD BEARING <br />STUDS. <br />4. RUNNER/TRACK GAUGES TO MATCH STUD GAUGE. <br />5. WALLS OVER 12'-0" HIGH TO BE LATERALLY BRACED @ 8'-0" VERTICAL WITH 1 1/2", 16 <br />GA. COLD ROLLED CHANNELS CLIP ANCHORED TO METAL STUDS. <br />STORE 06261 <br />910 SE EVERETT MALL WAY <br />Construction for: <br />-____ a,_«_v <br />Architect of Record <br />I I my� �I11 <br />C C R T L A N H <br />M C R C A N <br />ARCHITECT <br />711 N. FIELDER RD. <br />ARLINGTON, TX 76012 <br />PH: (817) 635-5696 <br />FAX (817) 635 5699 <br />y_a�. �y <br />Seal <br />Architect Job No.: <br />33N2022 <br />Nextore Store Design Revision No.: <br />a <br />Nextore Project <br />or-oA1 <br />Brand Design Type: <br />P3 <br />ISSUE FOR: <br />® CONSTRUCTION <br />Title <br />SECTIONS <br />DETAILS <br />04/19/2022 <br />Drawn By <br />STAFF <br />Checked By <br />CM <br />Sheet <br />