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MIN 18 GA STUDS AT WALL <br />MOUNTED ARCHITECTURAL <br />MILLWORK / ATTACHED. SEE <br />DETAIL 6 OR 10/A6.01. <br />LARGE ABOVE <br />CEILING <br />OPENING <br />LARGE BELOW <br />CEILING <br />OPENING <br />BELOW CEILING <br />OPENING <br />ABOVE <br />CEILING <br />OPENING <br />DOOR <br />OPENING DOUBLE DOOR <br />OPENING <br />CEILING <br />LINE <br />TOP TRACK <br />BOTTOM TRACK TYP <br />FLOOR <br />LINE <br />UNDERSIDE OF CONCRETE SLAB <br />. <br />SEE SHEET NOTE 6 <br />10' - 0" MAX4'-6" MAX <br />DOUBLE STUDS <br />DOUBLE <br />STUDS <br />4' - 6" MAX 4' - 6" MAX 10' - 0" MAX 10' - 0" MAX <br />LARGE BELOW CEILING <br />OPENING <br />BELOW CEILING <br />OPENING <br />DOOR <br />OPENING DOUBLE DOOR <br />OPENING <br />BOTTOM TRACK TYP <br />10' - 0" MAX4' - 6" MAX <br />DOUBLE STUDS <br />(FULL HEIGHT) <br />DOUBLE <br />STUDS <br />(FULL HT) <br />4' - 6" MAX 10' - 0" MAX <br />PROVIDE DIAGONAL BRACING AT TOP OF TRACK AT MAX <br />48" OC BETWEEN FULL HT STUDS <br />DOUBLE STUDS <br />(FULL HEIGHT) <br />22 <br />A7.00 <br />10 <br />A7.00 <br />14 <br />A7.00 <br />23 <br />A7.00 <br />10 <br />A7.00 <br />14 <br />A7.00 <br />15 <br />A7.00 <br />11 <br />A7.00 <br />23 <br />A7.00 <br />23 <br />A7.00 <br />14 <br />A7.00 <br />10 <br />A7.00 <br />10 <br />A7.00 <br />14 <br />A7.00 <br />14 <br />A7.0023 <br />A7.00 <br />23 <br />A7.00 <br />11 <br />A7.00 <br />15 <br />A7.00 <br />22 <br />A7.00 <br />16 GA MIN. MTL TRACK <br />(2) #10 SCREWS, TOP / BTM @ 4" O.C. <br />DOUBLE 16 MIN. GA MTL STUDS. <br />CLIP ANGLE - 18 GA x 1 1/2" x 1 1/2" x <br />3" for 3 5/8" STUDS AND 5" FOR 6" <br />STUDS AT EACH SIDE. <br />(2) #10 SCREWS AT 12" OC TOP / BTM <br />AT EACH SIDE. <br />TOP TRACK <br />11 <br />' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />20 GA MIN MTL TRACK <br />CLIP ANGLE - 18 GA x 1 <br />1/2" x 1 1/2" x 3" FOR 3 <br />5/8" STUDS AND 5" for 6" <br />STUDS AT EACH SIDE. <br />2' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />TOP TRACK <br />CLIP ANGLE - 18 GA x 1 1/2" x 1 1/2" x 3" FOR 3 <br />5/8" STUDS AND 5" FOR 6" STUDS AT EACH <br />SIDE. <br />MTL SILL TRACK BELOW. <br />(2) #10 SCREWS AT EACH SIDE. <br />18 GA MTL TRACK AT FLOOR. <br />DOUBLE18 GA MTL STUDS AT BOTH JAMBS <br />AT OPENINGS LESS THEN10'-0" WIDE. <br />MTL TRACK (ES). MATCH GA WITH JAMB STUDS. <br />NOTE: IF 3 5/8" STUD WALL; USE (3) 16GA STUDS @ JAMB, TYP. <br />DOUBLE 20 GA MTL STUDS AT BOTH <br />JAMBS AT OPENINGS LESS THEN 4'-6" <br />WIDE. <br />MTL TRACK (ES). MATCH GA WITH JAMB STUDS. <br />MTL TRACK AT FLOOR. <br />METAL STUDS SIZE AND SPACING <br />PER PLAN AND WALL SECTIONS <br />INTERIOR WALLS <br />FASTENERS AT 16" OC STAGGERED <br />WITH (2) EACH MAX. 4" FROM DOOR <br />AND WINDOW JAMB OR TRACK ENDS. <br />TYP. USE HILTI XDNI w/1 1/2" EMBED <br />PROVIDE #12x2" LONG SMS AT <br />RAISED ACCESS FLOOR OR .177"ø <br />HILTI XDNI 1 1/2" EMBED TO <br />CONCRETE SLAB. <br />TRACK <br />#10 SCREW AT EACH FLANGE TYP. <br />>10" <br />STUD PUNCH-OUT <br />TOP TRACK <br />5 EQSPACES12" <br />1" <br />1" <br />(6) #10 SCREWS EACH SIDE <br />TOP TRACK <br />PERPENDICULA <br />R TO METAL <br />DECK <br />5/ <br />8 <br />" <br />5/ <br />8 <br />" <br />10# PAN HEAD SELF TAPPING <br />SCREWS, (2) PER FLUTE <br />ATTACH TO (2) DECK FLUTES 6" X <br />16 GA PLATE WITH MIN. (4) #10 SMS <br />METAL DECK <br />HOLD STUD 1/2" MIN BELOW TRACK <br />FILL VOIDS BETWEEN MTL DECK <br />FLUTES AND PLATE W/ INSULATION <br />AT FIRE RATED PARTITIONS <br />CONT. DEFLECTION TRACK <br />(SLOTTED TRACK SYSTEM) <br />(2) 10# SMS AT EACH FLUTE <br />CONT. 20 GA. X 1 1/4" DEEP RELIEF <br />CHANNEL - ANCHOR TO STEEL PLATE <br />W/ #8 PAN HEAD SELF TAPPING SCREWS <br />AT 24" O.C. AND 6" FROM ENDS. <br />METAL DECK <br />HOLD STUD 1/2" MIN BELOW TRACK <br />FILL VOIDS BETWEEN MTL DECK FLUTES <br />AND PLATE W/ INSULATION AT FIRE <br />RATED PARTITIONS <br />CONT. DEFLECTION TRACK <br />(SLOTTED TRACK SYSTEM) <br />TOP TRACK <br />PARALLEL TO <br />METAL DECK <br />#10 SCREW AT EACH FLANGE <br />TYP. <br />#10 SCREW AT EACH FLANGE TYP. <br />HITLI XDNI PDF w/1 1/2" <br />EMBED @ 16" O.C. TYP. <br />STRUCTURAL SLAB <br />CONT. TRACK <br />2 1/2" FLANGE SLOTTED <br />SLIP TRACK W/ #10 SMS EA <br />FLANGE EA SIDE ALLOW <br />FOR VERTICAL MOVEMENT <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />1" <br /> <br />M <br />A <br />X <br />. <br />16 GA MTL. TRACK <br />2' <br />- <br />0 <br />" <br /> <br />- <br /> <br />8 <br />' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />TOP TRACK <br />WALL STUD 3 5/8" OR 6" <br />(1) #10 SMS EA. SIDE , <br />EA. STUD <br />16 GA HEADER STUD w/(1) <br />#10 SMS EA. SIDE @ 16"O.C. <br />PROVIDE MTL TRACK IF FLAT <br />TOP NEEDED FOR DRYWALL <br />ATTACHMENT. <br />OPENING HEAD HT. <br />2 ROWS #10 SMS @ 4" O.C. <br />20 GA MTL SILL TRACK <br />(1) #10 SMS MIN. @ EA. SIDE, <br />@EA. STUD <br />OPENING <br />SILL HT. <br />OP <br />E <br />N <br />I <br />N <br />G <br />WALL STUD <br />3-5/8" OR 6" <br />18 GA MTL. TRACK w/ (1) #10 <br />SMS MIN. @ EA SIDE @ EA. <br />STUD <br />18 GA SILL STUD w/ <br />(2) ROWS #10 SMS @ 4" O.C. <br />OPENING <br />SILL HT. <br />MTL. TRACK IF NEEDED FOR <br />DRYWALL ATTACHMENT <br />OP <br />E <br />N <br />I <br />N <br />G <br />WALL STUD 3-5/8" OR 6" <br />NOTE: <br />WHEN WORK OCCURS <br />ADJACENT TO AN HABITATED <br />SPACE, REPLACE PDP AT THE <br />TOP & BOTTOM TRACKS WIH <br />A 3/16" SHANK X 1" HILTI KWIK <br />CON II CONCRETE SCREW <br />(ICC ER-5259). <br />#8 SMS @ EA FLANGE TYP. <br />TRACK TO MATCH <br />GA OF STUD <br />0.145" SHANK PDP @ 24" O.C. <br />TYP. AT BOTTOM TRACK TO <br />STRUCTURE EXCEPT AS <br />NOTED OTHERWISE AT 1/--AT <br />CONDITION WITH TRACK <br />BACKING AND FLOOR <br />CABINETS WHEN NOTED. <br />10 <br />" <br /> <br />M <br />A <br />X <br />1" <br />STUD PUNCH- <br />OUT. DO NO <br />LOCATE <br />PUNCH-OUT <br />W/IN 10" OF <br />END OF STUD. <br />#8 WAFERHEAD <br />SCREW TYP. <br />MIN. <br />3" <br />1" <br />- <br />1 <br />1 <br />/ <br />4 <br />" <br />5/8" DEFLECTION GAP <br />DO NOT ATTACH FINISH <br />TO SLIP TRACK <br />USE (2)- .145" SHANK PDP <br />@ 6" STUDS AND <br />GREATER @ 24" OC. <br />USE 1- .145" SHANK PDP <br />@24" O.C. FOR STUDS <br />LESS THAN 6" <br />NOTE: <br />FOR ADDITIONAL FRAMING <br />REQ'S AT THE TOP TRACK <br />SEE SPECIAL <br />ATTACHMENT DETAILS ON <br />THIS SHEET AND <br />PARTITION REQ'S FOR <br />SOUND AND FIRE <br />PROTECTION. <br />2-1/2"-8" <br />VARIES <br />1/2" <br />1/2 <br />" <br />1 1/2" <br />18 GA TOP TRACK BY <br />SLIPTRACK (ICC <br />ESR-1042). THIS TRACK <br />TYPE MAY NOT BE USED <br />FOR EXTERIOR <br />APPLICATIONS UNLESS <br />SPECIFICALLY DETAILED <br />GAUGE <br />STUD <br />SIZE l (in )s (in )4 3 <br />STUD PROPERTIES <br />LAYERS OF GYP. BD. (NOTE 6) <br />20 GA <br />18 GA <br />25 GA <br />2 LAYERS <br />3 5/8" <br />3 5/8" <br />3 5/8" <br />3 5/8" <br />0.616 <br />0.756 <br />0.215 <br />0.479 <br />0.334 <br />0.400 <br />0.09 <br />0.254 <br />19' - 1" <br />20' - 5" <br />14' - 4" <br />17' - 6" <br />1. HEIGHT INDICATES MAX. STUD SPAN BETWEEN FLOOR TO STRUCTURE ABOVE OR TO BRACED <br />CEILING <br />2. WALL DEFLECTION LIMIT = L/240, IF BRITTLE FINISHES ARE TO BE PROPOSED CHECK HIGHER <br />DEFLECTION LIMITS AND/OR PRODUCT MFR. CRITERIA. <br />3. STUDS DO NOT CONSIDER CASEWORK OR EQUIPMENT <br />4. ALL LOCATION ON BUILDING FLOOR RELATIVE TO TOTAL NUMBER OF FLOORS IN BUILDING. <br />5. STUDS Fy = 33ksi U.N.O., FLANGE = 1 3/8" EXCEPT FLANGE = 1 1/4" FOR 25 GA. <br />6. OUT OF PLANE FORCES BASED ON ASCE 7, CHAPTER 13 SEISMIC FORCES. WALL HEIGHT PROVIDED <br />IN TABLE SATIFIES SSMA RECOMMENDED WALL HEIGHT DUE TO DEFLECTION CRITERIA. <br />7. WEIGHTS INCLUDE LAYERS OF GYP. BD. + INSULATION: <br />2 LAYERS = 6.8PSF + WEIGHT OF STUD <br />3 LAYERS = 9.3PSF + WEIGHT OF STUD <br />4 LAYERS = 11.8PSF + WEIGHT OF STUD <br />16 GA(50KSI) <br />MAX. STUD HEIGHT BASED ON OUT-OF-PLANE FORCES <br />WALL LOCATION (NOTE 4) <br />LOWER 1/3 MIDDLE 1/3 UPPER 1/3 <br />3 LAYERS4 LAYERS2 LAYERS 4 LAYERS2 LAYERS 4 LAYERS3 LAYERS 3 LAYERS <br />19' - 1" <br />20' - 5" <br />14' - 4" <br />17' - 6" <br />19' - 1" <br />20' - 5" <br />14' - 4" <br />17' - 6" <br />19' - 1" <br />20' - 5" <br />14' - 4" <br />17' - 6" <br />19' - 1" <br />20' - 5" <br />14' - 4" <br />17' - 6" <br />12' - 5" <br />14' - 3" <br />19' - 1" <br />20' - 5" <br />14' - 4" <br />17' - 6" <br />12' - 5" 12' - 5" <br />20 GA <br />18 GA <br />25 GA 6" <br />2.042 <br />2.518 <br />0.778 <br />1.582 <br />0.67 <br />0.809 <br />0.259 <br />0.51 <br />28' - 4" <br />30' - 4" <br />19' - 9" <br />16 GA(50KSI) <br />19' - 9" 19' - 9" <br />26' - 0"6" <br />6" <br />6" <br />26' - 0"26' - 0" <br />28' - 4" 28' - 4" <br />30' - 4" 30' - 4" <br />28' - 4" <br />30' - 4" <br />19' - 9" 19' - 9" <br />26' - 0"26' - 0" <br />28' - 4" <br />30' - 4" <br />28' - 4" <br />30' - 4" <br />19' - 9" <br />26' - 0" <br />NOTES <br />13' - 10" <br />14' - 5" 14' - 5" <br />13' - 10" <br />12' - 11" <br />12' - 5" <br />14' - 0" <br />19' - 5" <br />22' - 1" <br />23' - 6" <br />16' - 11" <br />20' - 1" <br />21' - 7" <br />14' - 0" <br />19' - 5" <br />22' - 1" <br />23' - 6" <br />14' - 5" <br />13' - 10" <br />12' - 11" <br />14' - 0" <br />UPPER <br />1/3H <br />MIDDLE <br />1/3H <br />LOWER <br />1/3H <br />H <br />FLR <br />FLR <br />FLR <br />SAMPLE BUILDING SECTION <br />FLR <br />FLR <br />FLR <br />FOR ADDITIONAL <br />FRAMING REQ'S AT TOP <br />TRACK SEE <br />ATTACHMENT DETAILS <br />ON THIS SHEET. <br />MIN. <br />3" <br />1" <br />1" <br /> <br />M <br />A <br />X <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />-1/2" MIN. BETWEEN GYP <br />BOARD FASTENER AND <br />LEG OF TOP TRACK <br />FOR ALTERNATE SLIP <br />TRACK DETAIL AT INT. <br />PARTITIONS SEE <br />9/A7.00 <br />16 GA TOP TRACK W/ 2" <br />FLANGE <br />GYP BOARD FASTENER <br />TO ATTACH TO LOWER <br />TRACK ONLY. <br />LOWER TRACK GA TO <br />MATCH STUD GA. <br />LOWER TRACK FLANGE <br />SHALL BE 2-1/2" <br />USE (2)- .145" SHANK <br />PDP @ 6" STUDS AND <br />GREATER @ 24" OC. <br />USE 1- .145" SHANK <br />PDP @24" O.C. FOR <br />STUDS LESS THAN 6" <br />1. SEE ADDITIONAL DETAILS AND CONSTRUCTION NOTES FOR ADDITIONAL <br />METAL STUD REQUIREMENTS AT INTERIOR PARTITIONS. <br />2. ALL METAL STUDS AND JOISTS SHOWN ARE SSMA OR EQUIVALENT (ICC-ESR <br />3064P). <br />3. ALL TRACK SHALL MATCH GAUGE OF TYPICAL METAL STUD NOTED IN <br />SCHEDULE UON. <br />4. ALL STUD SPACING IS 16” OC UON. <br />5. ALL STUDS SHALL BE “C” STUDS WITH 1 3/8” FLANGE UON. <br />6. USE THREE (3) STUDS MIN AT THE INTERSECTION OF ALL EXTERIOR AND / OR <br />INTERIOR WALLS. <br />7. ENDS OF STUDS SHOULD SEAT FIRMLY IN THE RUNNER TRACK WHICH MUST <br />HAVE FULL BEARING ON THE STRUCTURE. <br />8. ATTACH EACH RUNNER TRACK LEG TO EACH STUD FLANGE WITH ONE (1) # <br />10-16 SCREW, 5/8” LONG. <br />9. NO NOTCHING OR COPING OF STUDS IS ALLOWED UNLESS SPECIFICALLY <br />DETAILED. <br />10. ALL BRACING SHALL BE INSTALLED AT THE TIME THE WALL IS ERECTED. <br />FAILURE TO INSTALL BRACING AT THIS TIME MAY COMPROMISE THE <br />STRUCTURAL INTEGRITY. <br />11. USE #10-16, 5/8” OR #8-18, 5/8” LONG, LOW PROFILE PAN HEAD SHEET METAL <br />SCREWS (SMS) FOR ALL STEEL TO STEEL CONNECTIONS EXCEPT AS NOTED <br />ON PLANS AND DETAILS. <br />12. A 3/4” MIN CLEARANCE MUST BE MAINTAINED FROM ALL EDGES OF THE <br />STEEL MEMEBERS IN LOCATING SCREWS. A 3/4” MIN OC SPACING MUST BE <br />MAINTAINED BETWEEN ADJACENT SCREWS. <br />13. ALL SCREW RECOMMENDATIONS ARE BASED ON WHICH OUTLINES THE <br />PROPOSED AISI SPECIFICATION PROVISIONS FOR SCREW CONNECTIONS, <br />AND ALLOWABLE SCREW SHEAR STRENGTH VALUES PUBLISHED BY <br />BUILDEX, COMPASS, AND GRABBER. <br />14. FOR ATTACHMENT OF 3/8” TO 3/4” PLYWOOD TO STEEL STUDS AND JOISTS, <br />USE 1-15/16” #10-16 BUGLE HEAD PILOT POINT SCREWS. <br />15. FOR ATTACHMENT OF SINGLE-LAYER ½” OR 5/8” GYP OR SHEATHING TO <br />STEEL STUDS AND JOISTS, USE #10-16 SCREWS, 1” LONG BUGLE HEAD <br />SCREWS. <br />16. ALL CONNECTIONS SHALL BE COMPLETE AS PER THE PLANS AND <br />SPECIFICATIONS AT THE TIME OF INSTALLATION. FAILURE TO PROMPTLY <br />COMPLETE CONNECTIONS MAY COMPROMISE THE STRUCTURAL INTEGRITY. <br />17. SPLICING OF RUNNER TRACK TO BE ACCOMPLISHED BY SCREW <br />ATTACHMENT OF A STUDY SECTION BETWEEN VERTICAL STUDS TO THE <br />RUNNER TRACK USING #10-16, 5/8” LONG LOW PROFILE SCREWS. <br />18. SEE 1998 CBS TABLE 25A-G, 25A-H, FOR ATTACHMENT OF SINGLE AND <br />DOUBLE PLY GYPSUM SHEATHING TO METAL STUDS. <br />19. FOR FUTURE PARTITION WALLS, CONTRACTOR SHALL SUPPORT (E) GYP <br />CEILING. <br />20. Fy = 33ksi,U.N.O <br />3/8" = 1'-0"4FRAMING ELEVATION <br />1/4" = 1'-0"14DBL DR/LARGE OPENING HEAD <br />1/4" = 1'-0"10DOOR OPENING HEADER <br />1/4" = 1'-0"23LARGE OPENING BOX JAMB <br />1/4" = 1'-0"22DR OPENING BOX JAMB STUDS <br />1/4" = 1'-0"19TYPICAL STUD CONNECTION <br />1/4" = 1'-0"17TYP TOP TRACK SPLICE <br />3" = 1'-0"21BRACING PER UL 2079 HW-D-0418 <br />1" = 1'-0"13METAL STUD - TYP NON BEARING WALL BELOW STRUCTURAL SLAB. <br />1/4" = 1'-0"18DR. OPENING HDR. W/ 2' - 8' HEAD WALL <br />1/4" = 1'-0"15WINDOW SILL OPENING <4'-6" <br />1/4" = 1'-0"11WINDOW SILL OPENING >4'-6" <br />3" = 1'-0"6BOTTOM TRACK CONNECTION <br />3" = 1'-0"9TOP (SLIP) TRACK CONNECTION <br />12" = 1'-0"3STUD HEIGHT CHART <br />3" = 1'-0"5TOP TRACK CONNECTION N <br />ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND <br />UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED <br />WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. <br />PROJECT NO. CHECKED BY <br />SHEET NO. <br />SCALE @ ARCH E1 <br />SHEET NAME <br />CLIENT NAME <br />ARCHITECT'S STAMP <br />PROJECT TEAM <br />KEY PLAN <br />4/ <br />1 <br />5 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />2 <br />: <br />3 <br />1 <br />: <br />1 <br />4 <br /> <br />P <br />M <br />Au <br />t <br />o <br />d <br />e <br />s <br />k <br /> <br />D <br />o <br />c <br />s <br />: <br />/ <br />/ <br />C <br />o <br />l <br />l <br />e <br />c <br />t <br />o <br />r <br />s <br /> <br />- <br /> <br />S <br />N <br />A <br /> <br />4 <br />. <br />0 <br />/ <br />s <br />n <br />a <br />1 <br />6 <br />1 <br />0 <br />p <br />h <br />4 <br />_ <br />R <br />V <br />T <br />26 <br />. <br />r <br />v <br />t <br />As indicated23008.00 <br />A7.00 -MC <br />sna1610ph4 -PHASE 4 <br />1610 E ST ANDREW PL, SUITE 240 <br />SANTA ANA, CA 92705 <br />TYP. INTERIOR FRAMING <br />DETAILS <br />COLLECTORS <br />- <br />2SPECIFIC NOTES FOR MTL STUD WALLS <br />ISSUE RECORD <br />∆ DATE REASON FOR ISSUE BY <br />2025-1218 PERMIT SET <br />C 2026-0415 REVISION 2 <br />REFER TO STRUCTURAL FOR CONNECTIONS TO <br />EXISTING WOOD FRAME STRUCTURE DETAIL <br />C