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CENTERLINE OF <br />BOLT & FLUTE <br />Planni <br />LIGHTWEIGHT OR NORMAL <br />1/2" WEIGHT CONCRETE <br />MAX. DECKING <br />4 <br />00 40 <br />ATTACH TO STRUCTURE <br />" <br />04 p 4 00 �p <br />WITH 3 8DIA. HILTI KB—TZ <br />/ <br />EMBEDDED 2" MIN. ® 24 O.C. <br />44 O 4 O <br />ICC ESR-1917 <br />40 a p <br />1 <br />G.C. TO VERIFY <br />I <br />3" 12 GAUGE X 1" WIDE <br />MAX. CEILING CLIP, U.O.N. <br />p <br />O �pp4 �p p <br />p 00 <br />1 <br />p OD pR <br />bAN <br />3 TURNS AT HANGER WIRE <br />p p <br />p <br />R <br />TYPICAL AT EACH END <br />p4 p �p <br />p <br />O O <br />(2) 12 GAUGE (ASTM A641 CLASS <br />anta Ana, Ca.. 5 <br />1 OR SIMILAR) SLACK WIRE <br />HANGERS FOR 2' X 4' FIXTURES <br />O <br />THAT WEIGH LESS THAN 56 <br />POUNDS (HEAVY DUTY GRID <br />SYSTEM REQ.), PLACE ON <br />DIAGONAL CORNERS OF FIXTURE <br />// Master <br />TENANT <br />HANGERS FOR CEILING GRID, <br />Date: <br />ATTACHMENT TO DECK ABOVE <br />SIMILAR. SEE "HEAVY DUTY <br />�'� �'� <br />D G C <br />SUSPENDED CEILING" DETAIL <br />---------------------- <br />2 #8 S.M.S. <br />EACH SIDE <br />---------------------- <br />e '' / <br />LIGHT FIXTURE <br />56 POUNDS MAX. <br />\ <br />•,• `~ <br />'' 1 <br />I <br />"I E <br />#3 <br />AREA SQUARE FOOTAGE <br />�s o <br />#4 ; p <br />EXISTING 640: 3,298 TOTAL SF <br />HEAVY DUTY T—BAR <br />� <br />Indexing 0 <br />EXPANDED 640: 4,486 TOTAL S <br />CEILING SYSTEM <br />Nib 1 1 2 ; p <br />1 <br />EXISTING 600: 5,480 TOTAL SF <br />#� 1 <br />o <br />I I <br />I I <br />I I <br />I I <br />I I <br />I <br />I 1 <br />I <br />I <br />0 <br />0 <br />REDUCED 600: 4,292 TOTAL SF <br />20 <br />LIGHT FIXTURE HANGERS <br />1 <br />ISMIC JOINT CLIP <br />SEISMIC JOINT CLIP INSTALLATION <br />LFH SCALE: NOT TO SCALE <br />BRKRM SCALE: N.T.S. <br />SEIJNTCPINSTALL SCALE: N.T.S. <br />4 <br />4 <br />� <br />p 0 <br />O <br />THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS <br />c <br />OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND <br />® <br />PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR <br />WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION, OR PUBLICATION BY <br />ANY MEIHOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER- <br />MISSION FROM SPACES. TILE TO THESE PLANS AND/OR SPECIFICATIONS SHALL <br />REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL <br />CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. <br />215 <br />0 <br />» 8„ 0 <br />7" <br />8 131, <br />8 <br />15 <br />14 <br />13 <br />12 <br />1 <br />MAIN BEAM SEISMIC JOINT CLIP <br />MNBMSEIJNTCPINSTALL SCALE: N.T.S. <br />TYPICAL LIMITING HEIGHTS — INTERIOR STUD FRAMING <br />Stud Stud Stud Allow. Partition, Partition, Furring, one <br />PRESCREEN CORRECTIONS <br />FLOOR STRUCTURE <br />design. width spacing deft. one layer two layers layer <br />1 10.08.25 <br />— SUBMIT TO 09.15.25 <br />� <br />I I <br />I I <br />I I <br />RELEASED TO <br />_ 09.03.25 <br />FN(16GA. <br />25 gauge (.0179 min.) <br />CONT. ; ; 10 8 <br />I I <br />3 <br />/g 0 EXPANSION ANCHORS <br />NO. DESCRIPTION DATE <br />3/g"0 EXPANSION ANCHORS <br />TRACK TBcB <br />w/11/2" DEEP FLANGE i i <br />x2 �� <br />EMBED w/ STD WASHERS <br />162S125-18 1 5/8" 16 L/120 7 9 f 6 4 d 5 6 d <br />» <br />x2 EMBED w/ STD WASHERS <br />w/#10 S.M.S. EA. SIDE ; ; <br />(ESR-4266) <br />L/240 6'11"d 6'1"d 5'6"d <br />REVISIONS <br />(ESR-4266) <br />TO EACH STUD <br />L/360 6'1"d 54"d 4'10"d <br />COMMERCIAL INTERIORS <br />I I <br />000 <br />I <br />24" L/120 6'4"f 5'2"f 416"f <br />LIEN <br />L/240 6'1"d 5'2"f 4'6"d <br />. <br />L/360 5'4"d 4'8"d 4'3"d <br />■ E <br />I I � 1 <br />I I <br />PLANNING & DESIGN <br />1 MIN. <br />$. ' a.. <br />250S125-18 2 1/2" 16" L/120 10'2"f 8'3"f 7'2"d <br />1.5 MAX. <br />20GA.x13/8" FLANGE 1 1 <br />, ° <br />STUD KICKER <br />L/240 9'7"d 8'3"d 7'2"d <br />3150 BRISTOL, STE 205 I COSTA MESA, CA 92626 <br />. <br />� <br />METAL STUD ®16 o.c. <br />(400S37-33 ©16 o.c.MIN.) i i <br />a <br />SIZE & SPACING — <br />PER WALL SECTIONS � <br />L/360 8'4"d 7'4"d 6'8"d <br />949.724.1499 Iwww.s aces—oc.com <br />DRAWN <br />—. <br />L4x3x 16GA. <br />I I <br />METAL STUD BRACE <br />i 1 METAL STUD <br />w/(3)#10 S.M.S. --- <br />TO Lx U.N.O. <br />24 L 120 83 f 69 f 510 f <br />o ■CALIFORNIA COUNCIL FOR = <br />x1'-4" LONG <br />(3)#10 S.M.S. 1 1 Ca?4 —0 o.c. <br />L/240 8'3"d 6'9"f 5'10"d <br />RP/AG <br />DATE <br />(3)#10 S.M.S. <br />1 <br />L/360 7'4"d 6'S"d 5'10"d <br />—_ � <br />- <br />CD <br />L4x3x16GA.x1'-4" LONG <br />, » » , „ <br />16 L/120 12 2 f 9 11 f 87 f* <br />y <br />09.02.25 <br />CHECKED <br />HANGING METAL STUD <br />i i _I Q <br />L/240 12, 2" d 9 i l f 8, 7„ d* <br />- <br />SIZE AND SPACING <br />PER PLAN/SECTION <br />i i SUSPENDED CEILING <br />L/360 11'4"d 9'11"d 8'7"d* <br />o R DNTL <br />RP <br />ELEVATION PER PLAN <br />C OR SIGNER <br />C RCi <br />24" L/120 9'11 "f 8'1 "f 71011f* <br />I EXPXWIS 01 CID#61411 <br />PRINT DATE <br />09.10.25 <br />L/240 9'11"f 8'"f 7'0"d* <br />1 <br />= 80J 1ION000 VINNO411VOE = <br />L/360 9' 11 "d 8' 1 "d 7'0"d <br />20 gauge (.0329 min.) <br />250S125-30 2 1/2" 16" L/120 14'5"d 11'10"d 10'3"d* <br />L/240 11'7"d 10'2"d 912"d* <br />10 <br />BRACE <br />10 <br />UECK <br />CONNEU <br />1'ION <br />g <br />IWALL BRACING @ INT. GLAZING <br />g <br />BRACE <br />10 <br />DECK <br />CONNECTION <br />7 <br />SCALE: 1 =1 —0 <br />WALL BRACE SCALE: 3 4 = 1 —0 <br />SCALE: 1 =1 —0 <br />L/360 10' 2"d 8' 1 O"d 8' 1 "d <br />24" L/120 11'10"d 9'8"f 8'4"d* <br />L/240 10'2"d 8' 10"d 8' 1 "d <br />L/360 8'10"d 7'9"d 7'O"d <br />362S125-30 3 5/8" 16" L/120 17'7"d 14'4"d 12'5"d* <br />L/240 15'6"d 13'6"d 12'3"d* <br />L/360 13'6"d 11'10"d 10'9"d* <br />24" L/120 14'4"d 11'8"f 10'2"d* <br />L/240 13'6"d 11'8"d 10'2"d* <br />L/360 11'10"d 10'4"d 914"d <br />18 gauge (.0428 min.) <br />250S125-43 2 1/2" 12" L/120 18'1" 15'10" 14'4" <br />SIXTH <br />L/240 14'4" 12'6" 155" <br />L/360 12'6" 10'11" 9'11" <br />FLOOR <br />USG FOOTNOTE: <br />LIMITING HEIGHT FOR 1/2" OR 5/8" THICK GYPSUM PANELS AND 5 PSF UNIFORM LOAD PERPENDICULAR TO PARTITION OR <br />FURRING. USE ONE —LAYER HEIGHTS FOR UNBALANCED ASSEMBLIES; USE TWO —LAYER HEIGHTS FOR MULTI —LAYER ASSEMBLIES. <br />DETAILS <br />FOR FURRING, STUD ATTACHED TO TOP AND BOTTOM RUNNERS AND FREE—STANDING UP TO 12—FT. HEIGHT. *STUDS <br />EXCEEDING 12—FT. HEIGHT REQUIRE MID —HEIGHT ANCHOR TO EXTERIOR WALL. ASSEMBLIES WITHOUT FACE PANELS AND <br />SHEET <br />CHASE WALL PARTITIONS REQUIRE VERTICAL CROSS BRACES 4FT. O.C. MAX. LIMITING CRITERIA d—DEFLECTION, f—BENDING <br />STRESS, v—END REACTION SHEAR. CONSULT LOCAL CODE AUTHORITY FOR LIMITING CRITERIA. THIS LIMITING HEIGHTS DATA IS <br />FROM ASTM C754 AND SSMA (STEEL STUD MANUFACTURERS ASSOCIATION ssma.com) <br />Sheet Title <br />IMPORTANT: THE "TYPICAL" PHYSICAL AND STRUCTURAL PROPERTIES AND APPLICABLE TABLES PUBLISHED IN THIS FOLDER <br />REPRESENT CHARACTERISTICS AND/OR STEEL STUDS CURRENTLY AVAILABLE FROM A GROUP OF STEEL STUD MANUFACTURES. <br />CONSULT STUD MANUFACTURE'S PHYSICAL AND STRUCTURAL PROPERTIES, STUD THICKNESSES AND LIMITING HEIGHT TABLES TO <br />Pro ect Number 2068.928 <br />J <br />DETERMINE FINAL STUD SELECTION. GENERAL CONTRACTOR TO PROVIDE ALTERNATE OR EQUAL PRODUCT MATERIAL NOTE: <br />SPECIFICATION IF USG SA923 "DRYWALL/STEEL FRAMED SYSTEM" IS NOT UTILIZED FOR THIS PROJECT. <br />5 <br />4 <br />3 <br />2 <br />10MITING <br />HEIGHTS <br />A-5.1 <br />Sheet Number <br />LIMHTS SCALE: 3" = 1'-0" <br />