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44 <br />" <br /> <br />A <br />. <br />F <br />. <br />F <br />. <br /> <br />@ <br /> <br />B <br />I <br />L <br />L <br />I <br />A <br />R <br />D <br />S <br />RE <br />F <br />. <br /> <br />P <br />L <br />A <br />N <br />FO <br />R <br /> <br />W <br />A <br />L <br />L <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />2"x2"x48" MECHANICALLY <br />FASTENED ALUMINUM <br />CORNER GUARD, FROM TOP <br />OF BASE TO 4'-4" A.F.F. <br />PROVIDE PAZWALL PLASTIC <br />CAP (PART #PWS-836TC) AT <br />TOP OF CORNER GUARD <br />WALL CONSTRUCTION, <br />SEE FLOOR PLANS <br />EXIST. COLUMN <br />2"x2" ALUMINUM CORNER <br />GUARD 4'-0" LONG ON EACH <br />CORNER. PROVIDE <br />PAZWALL PLASTIC CAP <br />(PART #PWS-836TC) AT TOP <br />OF EA. CORNER GUARD <br />WALL FINISH, <br />REFER TO WALL <br />FINISH PLAN <br />5/8" TYPE 'X' GYP. BOARD <br />ON 3 5/8" CFMF STUD <br />FRAMING FROM FLOOR <br />TO 12'-0" A.F.F. <br />10 1/2"10 1/2" <br />1'-9" TYP. U.N.O. <br />10 <br /> <br />1 <br />/ <br />2 <br />" <br />10 <br /> <br />1 <br />/ <br />2 <br />" <br />1' <br />- <br />9 <br />" <br /> <br />T <br />Y <br />P <br />. <br /> <br />U <br />. <br />N <br />. <br />O <br />. <br />A <br />TYP. <br />SEE FLOOR PLANS <br />FOR WALL TYPE <br />CONSTRUCTION <br />1/2"x6" HDPE CHAIR <br />RAIL, RADIUSED AT <br />EXPOSED EDGES (CR-1) <br />CL <br />FRT WOOD BLOCKING <br />AT 4'-0" O.C. <br />COORDINATE w/ OWNER FURNITURE <br />FOR CHAIR RAIL HEIGHT IN SEATING <br />AREA - REFER TO WALL FINISH PLAN <br />FOR LOCATIONS OF CHAIR RAILS <br />2 1/2" <br />1/ <br />8 <br />" <br />1/ <br />4 <br />" <br />1/ <br />4 <br />" <br />1/8"CARPETVCT <br />CLARK DIETRICH <br />SUPPORTS AT EACH END <br />OF WALL AND AT 4'-0" O.C <br />GYPSUM BOARD EACH <br />SIDE OF CFMF STUDS <br />AT 24" O.C., SEE <br />FLOOR PLANS <br />3-5/8" CFMF TRACK,20 GA. <br />WITH FIRE RETARDANT <br />TREATED NAILER <br />BASE PLATE FOR <br />CLARK DIETRICH - REFER TO <br />DETAIL <br />FOR WALL HEIGHT UP <br />TO 4'-0" USE CLARK <br />DIETRICH PW36 <br />A-501 <br />7 <br />6 <br />A-501 <br />. . <br />8 / A-501 <br />CLARK DIETRICH (PW36) <br />SUPPORTS AT EACH END <br />OF WALL AND AT 4'-0" O.C. <br />GYPSUM BOARD EACH SIDE <br />OF CFMF STUDS AT 24" O.C., <br />SEE FLOOR PLANS (TYP.)6"4'-0" O.C. <br />FINISH GYPSUM END <br />WITH CORNER GUARD <br />ON OUTSIDE CORNER <br /> 4'-0" <br />362S162-33 EACH SIDE OF <br />CLARK DIETRICH (PW36). <br />ATTACH TOP OF EACH STUD <br />TO PW36 w/ (2) #10 SCREWS <br />WALL, SEE <br />FLOOR PLAN <br />5 <br />A-501 <br />. . <br />2 <br />1 <br />/ <br />4 <br />" <br />4 7/8" <br />5 3/8" <br />SS-3 WALL CAP W/ <br />EASED EDGES <br />CLARK DIETRICH (PW36) <br />w/ 8" x 3 3/8" BASEPLATE <br />ANCHOR BASEPLATE <br />w/ (4) 1/2" DIA. HILTI <br />KWIK BOLT-3 <br />EXPANSION ANCHORS <br />w/ 3 1/2" EMBEDMENT <br />4"4" <br />8" <br />3/ <br />4 <br />" <br />1" <br />3 <br />3 <br />/ <br />8 <br />" <br />STUD WALL <br />REFER TO <br />FLOOR PLAN <br />FILL TOP 6" OF STUD <br />WALL WITH MINERAL <br />WOOL, FIXED IN PLACE <br />HOLD GYPSUM BOARD <br />DOWN FROM LEG OF <br />DEFLECTION TRACK <br />BOTTOM OF EXIST. DECK <br />3" <br />REFER TO STRUCUTRAL FOR <br />ADDITIONAL INFORMATION <br />DEFLECTION TRACK <br />F.F. <br />6" 20 GA. METAL STUD <br />@ 24" O.C. -FROM <br />FLOOR TO STRUCTURE <br />ABOVE <br />5/8" GYPSUM WALL <br />BOARD FROM FLOOR <br />TO STRUCTURE ABOVE <br />WALL BASE -REFER TO <br />FINISH SCHEDULE <br />EXISTING STRUCTURE <br />DEFLECTION TRACK -SEE DETAIL <br />16 <br />' <br />- <br />1 <br />0 <br />" <br /> <br />A <br />. <br />F <br />. <br />F <br />. <br /> <br />- <br /> <br />F <br />I <br />E <br />L <br />D <br /> <br />V <br />E <br />R <br />I <br />F <br />Y <br />A-22-AA-15-A <br />F.F. <br />5/8" GYPSUM WALL <br />BOARD FROM FLOOR <br />TO STRUCTURE ABOVE <br />WALL BASE -REFER TO <br />FINISH SCHEDULE <br />EXISTING STRUCTURE <br />16 <br />' <br />- <br />1 <br />0 <br />" <br /> <br />A <br />. <br />F <br />. <br />F <br />. <br /> <br />- <br /> <br />F <br />I <br />E <br />L <br />D <br /> <br />V <br />E <br />R <br />I <br />F <br />Y <br />3 5/8" 22 GA STUD <br />FRAMING @ 24" O.C. <br />9 / A-501 <br />F.F. <br />5/8" GYPSUM WALL <br />BOARD FROM FLOOR <br />TO STRUCTURE ABOVE <br />WALL BASE -REFER TO <br />FINISH SCHEDULE <br />EXISTING STRUCTURE <br />16 <br />' <br />- <br />1 <br />0 <br />" <br /> <br />A <br />. <br />F <br />. <br />F <br />. <br /> <br />- <br /> <br />F <br />I <br />E <br />L <br />D <br /> <br />V <br />E <br />R <br />I <br />F <br />Y <br />3 5/8" 22 GA STUD <br />FRAMING @ 24" O.C. <br />A-15-Z <br />3 5/8" X 20 GA. METAL <br />STUDS @ 16" O.C. <br />5/8" GYP. BOARD <br />WHERE NOTED <br />UNPUNCHED STEEL STUD TRACK-ATTACHMENT REQURED 1 <br />1/2" DIA. EXPANSION BOLTS @ 48" O.C. (2 MINIMUM) X 2 1/4" <br />MINIMUM EMBEDMENT OR 0.140" DIA. X 1" LONG POWDER <br />DRIVEN PINS @ 12" O.C. (ESR-1799 OR APPROVED EQUAL). <br />TOP OF SLAB <br />2 -#10 TEKS, TRACK TO STUD (ESR-1976) <br />3 5/8" X 20 GA. METAL <br />STUDS @ 16" O.C. <br />CONTINUOUS 20 GA. <br />TRACK W/ (4) #10 TEK <br />SCREWS @ 16" O.C. <br />EXISTING STEEL JOIST <br />EXISTING BUILT-UP <br />ROOF OVER RIGID <br />INSULATION <br />NOTE: <br />SUPPORT ALL PIPING, EQUIPMENT, <br />ETC. FROM THE TOP CHORD OF ALL <br />ROOF JOISTS. DO NOT ATTACH TO <br />BOTTOM CHORD. <br />9/30/2025 8:55:52 AM <br />2309147GR <br />ROUND1 <br />BOWLING AND <br />AMUSEMENT <br />2800 N. MAIN ST. SUITE 1100 <br />SANTA ANA, CA 92705 <br />ROUND 1 <br />ENTERTAINMENT <br />3070 SATURN ST. STE. 200 <br />BREA, CA 92821 <br />INTERIOR DETAILS <br />A-501 <br />EXPANSION <br />CLIENT <br />ARCHITECTS <br />PARADIGM <br />www.paradigmae.com <br />Grand Rapids | Phoenix | Traverse City <br />DESIGN <br />ENGINEERS| <br />DATE DESCRIPTION <br />RELEASE DATE <br />SHEET <br />PROJECT <br />PROJECT <br />SCALE: 1 1/2" = 1'-0" <br />TYP. CORNER GUARD DETAIL1 <br />SCALE: 3/4" = 1'-0"A-103 <br />COLUMN WRAP DETAIL2 <br />SCALE: 1" = 1'-0" <br />CHAIR RAIL DETAIL3 <br />SCALE: 12" = 1'-0" <br />FLOOR TRANSITION DETAIL4 <br />SCALE: 3/4" = 1'-0"A-103 <br />LOW WALL SUPPORT DETAIL5 <br />SCALE: 1 1/2" = 1'-0"A-501 <br />LOW WALL SUPPORT DETAIL6 <br />SCALE: 3" = 1'-0"A-501 <br />WALL CAP DETAIL7 <br />SCALE: 1 1/2" = 1'-0" <br />BASE PLATE DETAIL8 <br />A-501 SCALE: 3" = 1'-0"A-103 <br />DEFLECTION TRACK AT WALL9 <br />A-402 <br />A-101 <br />COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S <br />RECOMMENDATIONS AND IN ACCORDANCE WITH THE REFERENCED EDITION OF "SPECIFICATIONS <br />FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI AND ICC <br />ESR-3064P OR APPROVED ICC EQUIVALENT. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A <br />MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL THICKNESS AND LESS, AND MINIMUM YIELD <br />STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. STEEL FOR BRIDGING SHALL HAVE A <br />MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO <br />WEATHER AND WHEREVER NOTED. <br />ALL COLD FORMED LIGHT GAGE STEEL HORIZONTAL STRUCTURAL ELEMENTS (I.E.: JOISTS, <br />BOXED BEAMS, HEADERS, ETC) SHALL BE FABRICATED FROM UNPUNCHED COMPONENTS. <br />WHERE WELDING IS SHOWN ON DRAWINGS IT SHALL BE PERFORMED BY WELDING CERTIFIED IN <br />LIGHT GAGE STRUCTURAL STEEL FRAMING WORK. DO NOT NOTCH FLANGES OF MEMBERS <br />WITHOUT EXPRESSED APPROVAL FROM THE ENGINEER OF RECORD. <br />SCREWED COLD FORMED TO COLD FORMED CONNECTIONS (I.E.: 97 MIL TO 97 MIL MAX) SHALL BE <br />HILTI SELF-DRIVING AND SELF-PIERCING SCREWS PER ICC ESR-2196, OR APPROVED ICC <br />EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND <br />BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS <br />SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. <br />MIL THICKNESS / GAGE NUMBER REFERENCE: <br />27 MIL ------ 22 GA 54 MIL ------ 16 GA <br />33 MIL ------ 20 GA 68 MIL ------ 14 GA <br />43 MIL ------ 18 GA 97 MIL ------ 12 GA <br />SSMA NON-STRUCTURAL/NON-BEARING INTERIOR STEEL STUDS AND TRACKS SHALL BE AS <br />FOLLOWS - TYPICAL U.N.O.: (DESIGN BASIS = 5 PSF INTERIOR LOAD, DEFLECTION = L/240). <br />MAX WALL HEIGHT STUD SIZE-MILS STUD SPACING TRACK SIZE-MILS <br />0'-0" TO 12'-8" 3 5/8" 362S125-27 24" O.C. 362T125-27 <br />12'-9" TO 14'-6" 3 5/8" 362S125-27 16" O.C. 362T125-27 <br />14'-7" TO 19'-6" 6" 600S125-33 24" O.C. 600T125-33 <br />19'-7" TO 22'-4" 6" 600S125-33 16" O.C. 600T125-33 <br />22'-5" AMD GREATER = NOTIFY STRUCTURAL ENGINEER <br />FOR ADDITIONAL INFORMATION, SEE ARCHITECTURAL DRAWINGS <br />SCALE: 1 1/2" = 1'-0" <br />PARTITION TYPES10 <br />12-09-24 FOR PERMITS <br />02-12-25 REVISED FOR <br />PERMITS <br />R2 05-21-25 CODE REVIEW <br />COMMENTS <br />R3 07-30-25 CODE REVIEW <br />RESPONSE <br />R4 00-00-00 CODE REVIEW <br />RESPONSE 2 <br />SCALE: 1 1/2" = 1'-0" <br />STUD TO SLAB DETAIL11 <br />SCALE: 1 1/2" = 1'-0" <br />STUD TO STOP CHORD OF BEAM PERP. TO RIBS12 <br />R4