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// <br />/ <br />CEILING JOIST PER <br />OPENING FRAMING <br />400T150-54 <br />JOIST STUD, TYP.(2) #10 SMS ATTACH WEB OF <br />CLIPPED 400T150-54 TO WEB OF <br />JOIST STUD, TYP. EA. END <br />CLIP FLANGE OF <br />400T150 & BEND BACK <br />TO FORM "L" CLIP <br />TYPICAL CONNECTION <br />A <br />A <br />3 A9.2-8 <br />2' - 1" MAX.4' - 1" MAX.CEILING JOIST PER <br />400T150-54 EA SIDE <br />3 A9.2-8 <br />SECTION Fy(ksi) <br />33 <br />4psfLateral Support of Compression Flange <br />UnsupportedJoist spacing (in) o.c. <br />12 16 24 12 16 24 <br />7'10"7'3"6'6"7'1"6'6"5'9"7'4"6'8"5'10"162PDS125-18 70 <br />12 16 24 12 16 24 <br />6psfLateral Support of Compression Flange <br />Mid-SpanJoist spacing (in) o.c.UnsupportedJoist spacing (in) o.c.Mid-SpanJoist spacing (in) o.c. <br />250PDS125-18 70 <br />362PDS125-18 70 <br />400PDS125-18 70 <br />600PDS125-18 70 <br />33 <br />33 <br />33 <br />33 <br />8'4"7'7"6'8" <br />9'0"8'5"7'7"8'2"7'7"6'9"10'3"9'4"11'9"10'8"9'4"8'2" <br />9'11"9'2"8'3"8'11"8'3"7'5"12'6"11'6"14'1"12'11"11'6"10'2" <br />10'2"9'5"8'6"9'2"8'6"7'8"12'11"11'10"14'6"13'4"11'10"10'6" <br />11'10"10'11"9'10"10'7"9'10"8'10"15'0"13'10"16'10"15'6"13'10"12'3" <br />9'4"8'7"7'8"8'3"7'8"6'10"8'7"7'10"9'10"9'0"7'10"6'10" <br />10'4"9'7"8'6"9'3"8'6"7'8"11'11"10'10"13'8"12'5"10'10"9'6" <br />11'3"10'5"9'4"10'1"9'4"8'5"14'7"13'6"16'2"15'0"13'6"12'0" <br />11'7"10'9"9'8"10'5"9'8"8'8"15'0"13'11"16'8"15'6"13'11"12'5" <br />13'1"12'2"10'11"11'9"10'11"9'10"17'0"15'8"18'11"17'6"15'8"14'1" <br />162PDS125-18 <br />250PDS125-18 <br />362PDS125-18 <br />400PDS125-18 <br />600PDS125-18 <br />1. FOR UNBRACED SECTIONS, ALLOW MOMENT IS BASED ON 2012 AISI SPECIFICATIONS SECTION C3.1.2 WITH WEAK AXIS AND <br />TORSIONAL UNBRACED LENGTH ASSUME TO BE THE LISTED SPAN (COMPLETELY UNBRACED). FOR MID-SPAN BRACED SECTIONS, <br />ALLOWABLE MOMENT BASED ON 2012 AISI SPECIFICATIONS SECTION C3.1.2 WITH WEAK AXIS AND TORSIONAL UNBRACES LENGTH <br />ASSUMED TO BE ONE HALF OF THE LISTED SPAN (BRACING AT MID-SPAN) <br />2. WEB CRIPPLING CALCULATION BASED ON BEARING LENGTH = 1 INCH <br />3. WEB CRIPPLING AND SHEAR CAPACITY HAVE NOT BEEN REDUCED FOR PUNCHOUTS. IF WEB PUNCHOUTS OCCUR NEAR SUPPORT <br />MEMBERS MUST BE CHECKED FOR REDUCED SHEAR AND WEB CRIPPLING IN ACCORDANCE WITH THE 2012 AISI SPECIFICATIONS <br />4. VALUES ARE SIMPLE SPAN CONDITIONS <br />(1) LAYER OF 1/2" OR <br />5/8" GYPSUM BOARD, <br />PERPENDICULAR TO <br />JOIST STUD FRAMING <br />400S125-32 @ 24"O.C., PER SCHED SEE 3 / A9.2-8 <br />STRAP BLOCKING AT MID SPAN PER 4/ A.2-8 <br />1. <br />2. <br />NOTES: <br />ATTACH GYP BOARD TO FRAMING WTIH ASTM <br />C1002 TYPE S SCREWS WITH CORROSION <br />RESISTANT TREATMENT AT 12" O.C. MAX. <br />WHEN GYPSUM BOARD IS TO BE APPLIED TO <br />BOTH CEILING AND WALLS, GYPSUM BOARD <br />SHALL BE APPLIED FIRST TO THE CEILING AND <br />THEN TO THE WALLS IN ACCORDANCE WITH <br />ASTM C840. <br />TYP. <br />5 <br />A9.2-8 <br />12'-0" MAX. <br />#10 @ EA. JOIST STUD & <br />(4) #10 PER BLOCK, TYP. <br />362S162-54, TYP. <br />(2) #10 @ FLANGE T&B <br />EA. END, TYP. <br />TRACK BLOCKING TO <br />MATCH JOISTS. PLACE <br />@ 72" O.C. MAX. & @ EA. <br />END OF STUD, TYP. <br />FRAMED CEILNG <br />SEE PLAN FOR <br />SIZE AND SPACING <br />(1) LAYER GYP, MAX. <br />ASECTION AT TYP. STUD <br />#10 SMS @ TOP & <br />BOT FLANGES, TYP. <br />400T150-54 <br />JOIST STUD, SEE 3/A9.2-8 <br />(1) LAYER OF GYP. MAX. <br />(2) LAYERS GYP. MAX. <br />METAL STUD 18GA (43 <br />MIL) MIN (RDP SHALL <br />DESIGN THE WALL) <br />(3) #10 SMS TO EA. <br />STUD WHERE TRACK <br />IS FASTENED THRU <br />GYP. (2) #10 SMS <br />WHERE TACK IS <br />FASTENED DIRECTLY <br />TO VERT. STUD, TYP. <br />DGYP BOARD ATTACHMENT <br />JOIST STUD <br />WALL TRACKASTM C1002 TYPE S <br />SCREWS AT 12" O.C. <br />#10 SMS @ TOP & <br />BOT FLANGES, TYP. <br />400T150-54 <br />JOIST STUD, SEE 3/A9.2-8 <br />(1) LAYER OF GYP. MAX. <br />(2) LAYERS GYP. MAX. <br />METAL STUD 18GA (43 <br />MIL) MIN (RDP SHALL <br />DESIGN THE WALL) <br />(3) #10 SMS TO EA. <br />STUD WHERE TRACK <br />IS FASTENED THRU <br />GYP. (2) #10 SMS <br />WHERE TACK IS <br />FASTENED DIRECTLY <br />TO VERT. STUD, TYP. <br />BSECTION AT JAMB <br />CSECTION AT OPENING <br />1/16" MAX. <br />(3) #10 SMS TO EA. <br />STUD WHERE TRACK <br />IS FASTENED THRU <br />GYP. (2) #10 SMS <br />WHERE TACK IS <br />FASTENED DIRECTLY <br />TO VERT. STUD, TYP. <br />HEADER <br />(2) LAYERS GYP. MAX. <br />(1) LAYER OF GYP., MAX. <br />JOIST STUD, SEE 3/A9.2-8 <br />400T150-54 <br />#10 SMS @ TOP & BOT <br />FLANGES, TYP. <br />METAL STUD 18 GA (43 MIL) MIN <br />SOFFIT FRAMING, <br />L TRIM 2-1/2 INCH DRML-300 <br />#10 SMS, TYP. <br />COLUMN W/ <br />FIREPROOFING, S.S.D. <br />1. SIM. REVEALS @ STRUCTURAL PENETRATION OF ACT CLG. <br />2. 4" ACT. TRIM IN LIEU OF 2 1/2 L TRIM @ ACT CLG. <br />B.O. CLG <br />SEE RCP2 1/2"2"2" <br />(1) LAYER OF 5/8" TYPE X <br />GYPSUM BOARD, <br />PERPENDICULAR TO JOIST <br />STUD FRAMING <br />CH-STUD 2-1/2" X 1-1/2" 20 GA. <br />J-RUNNER 2-1/2" WIDE WITH 1" LEG AND <br />2" LEG 24 GA. STEEL <br />1. <br />2. <br />3. <br />NOTES: <br />ATTACH GYP BOARD TO FRAMING WITH ASTM <br />C1002 TYPE S SCREWS WITH CORROSION <br />RESISTANT TREATMENT AT 24" O.C. MAX. <br />WHEN GYPSUM BOARD IS TO BE APPLIED TO BOTH <br />CEILING AND WALLS, GYPSUM BOARD SHALL BE <br />APPLIED FIRST TO THE CEILING AND THEN TO THE <br />WALLS IN ACCORDANCE WITH ASTM C840. <br />1-HR RATED HORIZONTAL SHAFT WALL PER UL NO. <br />K-501 OR UL. U415 SYSTEM A 1HR FIRE TEST <br />2' - 0" <br />1" GYP. BD 24" WIDE <br />STUD DEPTHDEFLECTION <br />L/12016'-10"13'-8"250CT-21 <br />2-1/2" 21 mils (25 GA) <br />11'-10"8'-6" <br />5 PSF7.5 PSF10 PSF15 PSF <br />250CT-33 <br />2-1/2" 33 mils (20 GA) <br />L/24011'-10"9'-10"8'-8"7'-3" <br />ALLOWABLE CEILING CH/CT STUD SPAN <br />16'-10"14'-4"11'-1" <br />12'-11"11'-1"9'-11"8'-7" <br />L/360 <br />L/120 <br />L/240 <br />L/360 <br />9'-10"8'-3"7'-36'-2" <br />12'-11" <br />11'-1"9'-6"8'-7"7'-5" <br />0.157"Ø HILTI 'X-U' PDF <br />W/ 1 1/4" EMBED @ 16" <br />OC & 2" FROM ENDS <br />#10 SMS @ TOP & <br />BOT FLANGES, TYP. <br />400T150-54 <br />4" MIN.4" MIN. <br />(E) FLOOR SLAB <br />ST <br />09-30-2027 <br />OARCHITECT <br />FOF CA LE <br />REN. <br />AT ARNNO.SELIC NE <br />C-27893D TECHIT <br />ARC <br />DAVID SCHNEE <br />I <br />U <br />E <br />I <br />H <br />U <br />9 <br />AS.O <br />A <br />F R A N CN <br />4 0 8 0 <br />H <br />I <br />N <br />S <br />L11 <br />AL <br />E <br />CR <br />N D E N VA <br />,N I N G <br />CRAE <br />TCEIT <br />S C <br />S <br />N <br />N <br />G R O U P <br />7 <br />S <br />5 06 <br />C <br />0718 <br />2 <br />P <br />R <br />A <br />O <br />90 <br />A <br />EU <br />C <br />+ <br />ER <br />4 <br />SHEET TITLE AND NO. <br />SHEET NOTES <br />ISSUE DATE <br />PROJECT: <br />CA REG. <br />Project Arch.---- <br />---- <br />BID SET <br />FINAL PERMIT/CONFORM SET <br />04/30/2024 <br />08/02/2024 <br />22575-01 <br />26 CIVIC CENTER <br />PLAZA <br />SANTA ANA <br />CA 92701 <br />SANTA ANA <br />LIBRARY <br />RENOVATION <br />CITY OF SANTA ANA <br />26 CIVIC CENTER PLAZA <br />SANTA ANA, CA 92701 <br />A9.4-3 <br />INTERIOR DETAILS <br />- CEILINGS <br /> 1 1/2" = 1'-0"02 ICL - JOISTED GYP BOARD CLG @ACCESS PANELS <br /> 1 1/2" = 1'-0"04 ICL - ALLOWABLE CEILING STUD SPAN <br /> 1 1/2" = 1'-0"01 ICL - JOIST GYP-BOARD CEILING SECTION <br /> 1 1/2" = 1'-0"09ICL - GYP BD CEILING JOIST - FINISH ONE SIDE ONLY <br /> 3" = 1'-0"10ICL - JOISTED GYP BD CEILING CONNECTIONS <br />#020 <br />ASI <br /> 1 1/2" = 1'-0"13ICL - COLUMN @ GYP BD CLG <br /> 1 1/2" = 1'-0"15ICL - 1 HOUR FIRE RATED JOIST GYP-BOARD CEILING SECTION <br />#178.2 <br />RFI <br />REV #DESCRIPTION Revision Date <br />#020 ASI 03.28.2025 <br />#178.2 RFI 07.30.2025