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NONLOAD-BEARING SCREWABLE STEEL STUDS AND JOISTS LEGEND: STEEL STUD MANUFACTURER'S ASSOCIATION - ICC ESR-2620 EXISTING PLYWOOD ROOF OR INTERIOR PARTITION—5 P.S.F. CEILING—4 P.S.F. W U) FLOOR SHEATHING - ATTACHMENT E W STUDS ONLY— SEE NOTE 8 0 m mo THROUGH SHEATHING PROHIBITED STUD STUD SPACING JOIST SPACING $ a Z> EXISTING PLYWOOD ROOF OR 2x BLOCKING BETWEEN FRAMING a N SIZE o FLOOR SHEATHING - ATTACHMENT 12" 16" 24" 12" 16" 24" N a THROUGH SHEATHING PROHIBITED MEMBERS - DEPTH EQUAL TO �+ C\I E Cf) 5/8p 9'-7" 8' CENTER 8" T-7" 8'-2" T-5" 6'-6" o FRAMING MEMBERS AT 24" ON 5/8" SOLID GYPSYM BOARD, FLAT FINISH (NO TEXTURE) Z (LS LO �, 2 1/2" 13'-3" 12'-0" 10'-2"f 11'-4" 10'-3" 9'-0" W 25 3 5/8 17'-3" 15-1"f 12'-4"f 13'-3" 12'-3" 10'-10" o EXISTING ROOF OR FLOOR FRAMING -2x MINIMUM MEMBER EXISTING ROOF JOISTS W Q N 4" 18'-8" 16'-2"f 13'-2"f - - - N SIZE - ATTACHMENT THROUGH FRAMING - 2x MINIMUM MEMBER Q U m CO _ _ m V) 6" - - - - ui z PLYWOOD WEBS OF TRUSS + SIZE - PROVIDE WEB BLOCKING w °� r 1 5/8" 12'-0" 10'-0" 9'-6" 10'-3" 9'-4" 8'-1" "' MEMBERS PROHIBITED AT TRUSS MEMBERS w Q N a O 2X4 ACOUSTICAL DROP CEILING - STANDARD > I 2 1/2" 16'-7" 15'-1" 13'-2" 14'-2" 12'-10 11'-3" m N \ z_ 5/16" EYE SCREW (4) 16d NAILS PER BLOCK = p BRAND: USG FROST, SLB EDGE 20 3 5/8" 21'-6" 19'-6" 17'-1" 16'-3" 15'-0" 13'-6" x C 18'-11" M m COLOR: WHITE w LL uj 00 Co 6" 33'-1" 30'-1" 26'-3" 18'-10 17'-6" 15'-9" $ w -71 R �} E is FOR KITCHEN AND FOOD PREP AREAS: 0? W w 1. LIGHT GAUGE METAL FRAMING DIMENSIONS SHALL BE 6. ALL SPANS AND HEIGHTS REFLECT AN L/120 MAXIMUM (4) 1 1'/4" WOOD SCREWS 2X4 ACOUSTICAL DROP CEILING - STANDARD Q 00 NO SMALLER THAN THOSE SPECIFIED ON THE DRAWINGS DEFLECTION FOR WALLS AND L/240 MAXIMUM FOR BRAND: CELOTEX 24"X48" � 2. THE SCHEDULE DOES NOT APPLY TO BEARING CEILING SPANS. WALLS, FLOORS OR CEILINGS. 7. NONLOAD-BEARING CEILING SHALL NOT BE WALKED COLOR: WHITE 3. ALL METAL FRAMING MEMBERS AND PARTS SHALL ON OR USED FOR STORAGE OF ANY KIND. BOTH % (4) TIGHT TURNS 3 5/8" x 20 GAUGE METAL STUD TYPE: VINYL SMOOTH SURFACE CONFORM WITH ANSI SPECIFICATIONS FOR DESIGN FLANGES OF JOISTS SHALL BE LATERALLY �� `2 WITHIN 1 1/2" OF COLD STEEL STRUCTURAL MEMBERS. AST A 446 SUPPORTED. GRADE A. & HEIGHT'S SHOWN FOR STUDS ONLY SHALL ALSO APPLY f}�J 4. ALL FRAMING DETAILS SHALL CONFORM WITH 2010 TO NONLOAD-BEARING INTERIOR PARTITIONS WITH 10 GAUGE BRACING WIRE 24"X48" LAY-IN RECESSED FLUORESCENT FIXTURE, NSA CIS C.B.C. OR GYPSUM BOARD ASSOCIATION HANDBOOK. GYPSUM BOARD ONE SIDE APPROVED PRISMATIC LENS AND ELECTRONIC BALLAST 5. SCHEDULE APPLES TO NON-BEARING INTERIOR 9. CEILING SPAN VALUES ARE FOR SINGLE, FULLY PARTITIONS WITH GYPSUM BOARD ONLY. NO BRACED SPANS. ALLOWANCES MADE FOR CASEWORK OR N OTHER LOADING. 24"X24" LAY-IN RECESSED FLUORESCENT FIXTURE, NSA ROOF JOIST CONNECTION DETAIL APPROVED PRISMATIC LENS AND ELECTRONIC BALLAST STUD SCHEDULE WIRE BRACING DETAIL 2 SCALE: NONE 1 SCALE: NONE SCALE: NONE ++ C W O �= N ' O p U —EXISTING PLYWOOD ROOF OR ° >,v 2 FLOOR SHEATHING - ATTACHMENT CHANDELIER W/ DIMMER p o t v+'� 3 ., WALL OR PARTITION - - 2 EXTRA #12 HANGER WIRE ® EA. CORNER THROUGH SHEATHING PROHIBITED 11X3 .0 .0- o v p~ E °�' REFER TO PLAN OF FIXTURE, ATTACHED TO STRUCTURE ABOVE +;v v�� u AND ATTACHED TO FIXTURE BODY RECESSED CANS LIGHT BULB TRIM (E) N- ° +,- EXISTING ROOF JOISTS a 4� o o o�_ 1-1/2" COLD ROLLED TO TAB PROVIDED WITH FIXTURE WITH THREE ® FZPAINTED TO MATCH CEILING COLOR. (N} CONTINUOUS METAL TRACK CHANNEL WHERE SPAN TIGHT TURNS WITHIN 1 1/2", KI HEN H ODaa�ivo��3 � AT WALL EXCEEDS 10'-0" TWO WIRES MINIMUM PER FIXTURE. a� p " a rn RECESSED CANS LIGHT EYEBALL TRIM p a c E,n � N WALL WASHER LINGHT m v, v- a�, o.E v O \ GRID SUPPORT WIRES BY OTHERS E L' ai o ` U ° ° °' �.y AT EACH CORNER OF FIXTURE, TYP. + ® SPEAKER CEILING MOUNTED SEE SPEC BOOK FOR DETAILS a o a (D v c 6 LD U HEIGHT VARIES .-� a� Q-p L v C: REFER TO PLANS O ` x 7' o E C - v ADJUSTABLE "T-BAR" LOCK CLIP FOR +p E W 0 0-0) U �'E o a, W 41 N 7 N 3-5/8"X25 GAUGE METAL POSITIVE ATTACHMENT OF FIXTURE TO { ) U °-v ° °' ' v JOISTS AT 16" ON CENTER "T-BAR". PROVIDE (2) @ EA. END OF SURFACE MOUNTED PENDANT LIGHT .8' A.F.F ° v °' E�'� z 1 FIXTURE. � aNi �vQ- In0Q0 Q REFER TO STUD SCHEDULE _ ° ` ° rsn ` c_o w (4) 1 1'/4" WOOD SCREWS REMOVE EXIT N 2 ° v CEILING & "T-BAR" SUSPENSION m- C, ° SUPPLY DIFFUSER PAINT TO MATCH ADJACENT CEILING °� °� u,w w N'p n-0 U 7 p 24"X24" AT ACOUSTICAL CEILING LOCATIONS t 0 > 0 a�Q�N t p vT 5/8" GYPSUM BOARD (TYPE "X" 3 5/8" x 20 GAUGE METAL STUD 14"X14" AT GYPSUM SUSPENDED CEILING LOCATIONS (R/E) v a `w i W .� Q w ® 'ONE-HOUR' CONSTRUCTION) ® .• 3 E 3 Q°o Q o (2) #10 SELF TAPPING PAN HEAD SHEET METAL SCREWS AT EACH STUD FINISHED FLOOR RETURN AIR GRILLE PAINT TO MATCH ADJACENT CEILING REVISIONS/DATE 24"X24" AT ACOUSTICAL CEILING LOCATIONS 14"X14" AT GYPSUM SUSPENDED CEILING LOCATIONS D LIGHT FIXTURE BODY & DOOR (SCHEMATIC). TOILET ROOM EXHAUST FAN DUCTED TO ROOF ROOF JOIST CONNECTION DETAIL ® U GYPSUM BOARD CEILING LIGHT FIXTURE ATTACHMENT SCALE` "ro"'E 2 Ir � 4 SURFACE MOUNTED DUAL HEAD EMERGENCY SCALE: NONE `J SCALE: NONE 4=15LIGHT/EXIT SIGN 120V W/ BATTERY BACKUP -8' A.F.F �. IXIT R R TRACK LIGHT (48" LONG TRACK) 10'(} FOR PERPENDICULAR CONDITION 0" A.F.F CLIP FLANGES / FOLD WEB ATTACH EXISTING FLOOR OR ROOF EXISTING FLOOR OR ROOF W/ (4) #8 X 1 1/2" WOOD SCREWS. A SHEATHING - NO ATTACHMENT SHEATHING - NO ATTACHMENT ICC ESR-2196 THROUGHT SHEATHING ALLOWED THROUGHT SHEATHING ALLOWED EXISTING FRAMING MEMBER EXISTING FRAMING MEMBER EXISTING PLYWOOD ROOF OR pkESS�AIl� 2x MINIMUM FLOOR SHEATHING - ATTACHMENT y NDN O BLOCKING BETWEEN FRAMING THROUGH SHEATHING PROHIBITED q , EYE SCREW WITH 1 1/4" MINIMUM MEMBERS AS REQUIRED PENETRATION EXISTING ROOF OR FLOOR JIT71 NO. 63640 FRAMING -2x MINIMUM MEMBER {E) * Exp. 09/30/2022 SIZE - PROVIDE WEB BLOCKINGLLJ O( O 4 ) TIGHT TURNS ON SPLAY AT TRUSS MEMBER. C WIRES, TYPICAL AT EACH END + OR 2X WOOD BLOCKING AS NEEDED `/ V EYE SCREW WITH 1 1/4" MINIMUM BETWEEN STRUCTURAL FRAMING. 12 GAUGE SUSPENSION WIRE AT PENETRATION 4'-0" ON CENTER EACH DIRECTION 2x BLOCKING - DEPTH EQUAL ( 3 ) TIGHT TURNS ON SUSPENSION TO FRAMING MEMBER 4 12 GAUGE SPLAY WIRE AT 45 WIRES, TYPICAL AT EACH END s DEGREES IN (4) DIRECTIONS AT 1 1/4" DIAMETER ELECTRICAL (4) 1 1/2" WOOD SCREWS,ICC ESR-2'96 12'-0" ON CENTER EACH WAY METALLIC METING COMPRESSION 3 5/8" x 20 GAUGE METAL STUD POST - TIGHT TO STRUCTURE BRACE AT 4'-0" O.C. ALTERNATING ( 3 ) TIGHT TURNS ON SUSPENSION 3 >_ CONTRACTORS OPTION: W/ (4) #8 X 1 1/2" WOOD SCREWS WIRES, TYPICAL AT EACH END '` TO ROOF FRAMING EACH LEG. SIZE e w PROVIDE AN ICC-ES ESR-1222 AND GAUGE TO MATCH STUD WALL > PRE-MANUFACTURED COMPRESSION ADD ADDITIONAL BRACE AT STRIKE NOTE: o STRUT INSTALLED PER SIDE OF DOOR ( 3 ) WIRES MAXIMUM PER SCREW uj MANUFACTURERS RECOMMENDATIONS STUD BRACING DETAIL 3 (E> SCALE: NONE 1 1/4" DIA. ELECTRICAL METALLIC STRUCTURE ABOVE [\(\E) FACE OF WALL OR PARTITION TUBING COMPRESSION PST AT 3 12 GAUGE SUSPENSION WIRE AT 12'-0" ON CENTER H WAY - - 4'-0" ON CENTER EACH DIRECTION 12 GA. SUSPENSI WIRE INSIDE o COMPRESSION ST (DASHED) 8" MAXIMUM 1/8" DIA. LT AND LOCKING NUT C THROU 5/32" DIAMETER HOLErze ANCHORAGE TO WALL AS 1 1/ DIA. ELECTRICAL METALLIC Q REQUIRED AT 32" ON CENTER TVE GHT OVERSLEAIN R NNERVE - NOTCH TO FIT 12 GUAGE SPLAY WIRE AT [� Q MAIN RUNNER OR CROSS TEE 45 DEGREES - (4) DIRECTIONS ac 12'-O" ON CENTER EACH T- AR CEILING @ 12' AFF " " o O DIRECTION - SPLAY WIRES mj oCS I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 III I L I I SHALL NOT BE ATTACHED TO CROSS TEES - T-BAR CEILING ® 10' FF {E) c,Q MAIN RUNNER - LEVEL PRIOR C Q LAY-IN ACOUSTICAL PANEL TO SETTING COMPRESSION POST NJ7 J*ZJ =j WALL CLOSURE ANGLE WITH 20 GA, 2" 2" 2" LAY-IN ACOUSTICAL PANEL, TYPICAL 1Z (R/ ) LEGS - RIVET EACH RUNNER OR MAXIMUM, TYPICAL CROSS TEE '(R A.F.F FIXED END CROSS TEE TO ANGLE L3 5/8" x 20 GAUGE METAL STUD AT TWO ADJACENT WALLS OR PARTITIONS VERTICAL COMPRESSION STRUT BRACE AT 16" O.C. NOTES: SOFFIT DETAIL : � 'I" SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E, AND F SHALL BE DESIGNED SCALE NONE E 12 GAUGE SUSPENSION WIRE AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM 636 AND THE CISCA FOR AT 4'-0" ON CENTER EACH WAY SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING €13.5.6.2.2 ASCE 7-051: FACE OF WALL OR PARTITION A. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT SLOTTED ANGLE SPACER - LESS THAN 2 INCHES; IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END 2" x 2" x 20 GAUGE NOTCHED OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER Drawn By A. DANG ANGLE END IN EACH HORIZOTAL DIRECTION SHALL HAVE A 0.75 INCH CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON THE CLOSURE Chocked By MAIN RUNNER OR CROSS TEE ANGLE. C. FOR CEILING AREAS EXCEEDING 2500 SQ. FT., A SEISMIC SEPARATION JOINT OR 1771 Date 10-28-21 OF FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT ;I,I,I;I,ilili j i i i i i i i i i l l I i I i I I I I I I I i I WALL CLOSURE ANGLE WITH EXCEEDING 2500 SQ, FT. SHALL BE PROVIDED UNLESS A STRUCTURAL ANALYSIS Scale 2" LEGS IS PERFORMED. IT D. SPRINGKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE Job No. AS NOTED 1/2" CLR RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. LAY-IN ACOUSTICAL PANEL E. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE 8" MAXIMUM BRACING. FREE END F. LIGHT FIXTURES, CABLE TRAYS, AND ELECTRICAL CONDUITS SHALL BE CEILING PLAN SUPPORTED INDEPENDENTLY OF THE CEILING. AT TWO ADJACENT WALLS OR PARTITIONS G. SUSPENSION WIRES SHALL NOT BE SMALLER THAN NO. 12 GAGE SPACED AT 4 FEET ON CENTER NOR HANG MORE THAN 1 IN 6 OUT OF PLUMB. H. THE PERIMETER ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE Drawing No. SUPPORTED A MAXIMUM OF 8 INCHES FROM WALL. I. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK. C C I L NIGP L/� 11 2 CEILING SUSPENSION DETAIL SCALE: 1//4" = 1' AE=l �J LJ ❑ SCALE: NONE � I Of Sheets