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11-959-01516'0" A.F.F. V.I.F. _ 3RD FLR SLAB _ UNDERSIDE OF ROOF STRUCTURE V.I.F. CEILING, AS SCHEDULED. 3 -5/8" X 20GA. METAL STUDS AT O.C. 5/8" TYPE "X" G - THIS SIDE ONL m PARTITION TYPES 5 N TYP. UNDERSIDE OF ROOF STRUCTURE V.I.F. EXTERIOR EXISTING GWB EXISTING WALL V.I.F. CONSTRUCTION & NOTIFY ARCHITECT OF FINDINGS UL # 465 1*1 OL 16' -0 -0" A.F.F. V.I.F. `r T.O. 3RD FUR SLAB UNDERSIDE OF ROOF STRUCTURE V.I.F. tl_li:z__CEIUNG, ADJACENT TENANT 465 �CONT. FIRE STOPPING (TYP). 4/A6 -0 SA- IFS EXISTIN GWB B Y OTHER S O rv.^T..n .fir. 11f.L In wu . Tn rV.[.T.In nr.uroun u.a.. rn AS SCHEDULED. (E) H/C TOILET EXISTING 3 -5/8" METAL STUDS, V.I.F. EXISTING 6" DEMISING WALL, V.I.F. EXISTING GWB. REPAIR AS NEC. FOR EXISTIN (N) FINISH G 5/8" TYPE "X" GWB - G.C. TO PATCH/REPAIR AS NECESSARY UL # .465 I%- Nj m UNDERSIDE OF ROOF STRUCTURE V.I.F. .0 16' -0 -0" A.F.F. V.I.F. `r T.O. 3RD FUR SLAB UNDERSIDE OF ROOF STRUCTURE V.I.F. CONT. FIRE STOPPING (TYP). 4/A6 -0 NON -SALES SALES/ NON -SALES 6" X 20GA. METAL STUDS AT 16" O.C. 5/8" TYPE "X" GWB - BOTH SIDES r UNDERSIDE OF ROOF STRUCTURE V.I.F. s F � I � NON -SALES (E)) H/C TOILET EXISTING 3 -5/8" METAL STUDS EXISTING 5/8" GWB - BOTH SIDES. REPAIR AS NEC. FOR (N) FINISH O STRUCTURAL DEFLECTION ALLOWANCE (1" MIN.) DEEP LEG TRACK - SECURE TO UNDERSIDE OF TRUSSES /JOISTS METAL RUNNER AT STUDS - NOTE : DO NOT SECURE o J •. A SECURE GWB TO METAL METAL STUDS OR GWB TIC � (") RUNNER 6" X 20GA. METAL c� STUDS AT 16" O.C. CN .. EXISTING 6" DEMISING WALL, V.I.F. GWB AT PARTITION TYPES 5/8" TYPE "X" GWB BQ In - THIS SIDE ONLY WHERE OCCURS EXISTING 5/8" TYPE "X" GWB v - G.C. TO PATCH/REPAIR AS UL NECESSARY X LL_ OJ •--I UL # 465 3pcI O rv.^T..n .fir. 11f.L In wu . Tn rV.[.T.In nr.uroun u.a.. rn AS SCHEDULED. (E) H/C TOILET EXISTING 3 -5/8" METAL STUDS, V.I.F. EXISTING 6" DEMISING WALL, V.I.F. EXISTING GWB. REPAIR AS NEC. FOR EXISTIN (N) FINISH G 5/8" TYPE "X" GWB - G.C. TO PATCH/REPAIR AS NECESSARY UL # .465 I%- Nj m UNDERSIDE OF ROOF STRUCTURE V.I.F. .0 16' -0 -0" A.F.F. V.I.F. `r T.O. 3RD FUR SLAB UNDERSIDE OF ROOF STRUCTURE V.I.F. CONT. FIRE STOPPING (TYP). 4/A6 -0 NON -SALES SALES/ NON -SALES 6" X 20GA. METAL STUDS AT 16" O.C. 5/8" TYPE "X" GWB - BOTH SIDES r UNDERSIDE OF ROOF STRUCTURE V.I.F. s F � I � NON -SALES (E)) H/C TOILET EXISTING 3 -5/8" METAL STUDS EXISTING 5/8" GWB - BOTH SIDES. REPAIR AS NEC. FOR (N) FINISH O STRUCTURAL DEFLECTION ALLOWANCE (1" MIN.) DEEP LEG TRACK - SECURE TO UNDERSIDE OF TRUSSES /JOISTS DEFLECTION DETAIL MTL. STUD FRAM SEE WALL LEGEN SHEET A0.1 FOR GAUGE & SPACI� 1-1/2" X 3" X ' CHANNEL CLIP A BOTH SIDES OF ' 1/4" LESS THAN WIDTH, TYP. - A AT EVERY STUD 5/8" #S -12 SCR (3) PLACES PROVIDE 3 J" MI TRACK FIRE STOP AT CEILING X16' -0 -0" A.F.F. V.I.F. `r T.O. 3RD FLR SLAB - - - UNDERSIDE OF ROOF ___ ----- STRUCTURE 11'- :0 1/4" A.F.F. ; V.I.F. V.:.F. 9' -0" A.F.F. V.1.17.$, U.S. OF (E) CO MATCH (E) HEIGHT `r H 11 EXISTING 2 LAYERS 11 ti (E) HEADER/ WALL PATCH & OF WIRE MESH. V.I.F. REPAIR GYP. BD. AS NEC. FOR (N) A —mArtr– FINISH --� 1niT- NON-SALES (E)) H/C TOILET 3 -5/8" X 20GA. METAL STUDS AT 16" O.C. INFILL 5/8" TYPE "X" GWB - BOTH SIDES SCALE: 5 1 1/ 2" =1' -0" O UNDERSIDE OF ROOF STRUCTURE V.I.F. PATCH & REPAIR GYI BD. AS NEB FOR (N) FINISH NON -SALES EXTERIOR EXISTING 3-5/8" METAL STUDS 0 16" O.C. V.I.F. EXISTING 5/8" GWB - BOTH SIDES V.I.F. EXISTING STUCCO V.I.F. O 16' -0" A.F.F. V.I.F. `r T.O. 3RD FUR SLAB _ UNDERSIDE OF ROOF 11' -10 1/4" A.F.F. STRUCTURE V.I.F. V.I.F. U.S. OF (E) CEIUNG"r NG 2 LAYERS RE MESH. V.I.F. CEILING, AS SCHEDULED. SAS NON -SALES EXTERIOR EXISTING 3 -5/8" METAL STUDS 0 16" O.C. V.I.F. EXISTING 5/8" GWB - 5/8" TYPE "X" GWB BOTH SIDES V.I.F. - THIS SIDE ONLY EXTERIOR EXISTING WALL V.I.F. CONSTRUCTION & NOTIFY ARCHITECT OF FINDINGS r-4 M 0 0 0 Q .0 /Q/'�� U) LL I--_O u U) LLI � finn,, H W U__ Q� o; " METAL RUNNER AT STUDS - NOTE : DO NOT SECURE o J •. A SECURE GWB TO METAL METAL STUDS OR GWB TIC � (") RUNNER DEEP LEG TRACK. c� 1 -L CN .. O GWB AT PARTITION TYPES L� BQ In iR CM4a6 ' WHERE OCCURS NOTE: v 0) O- 01 Q cu NO CONNECTIONS ARE TO X LL_ OJ •--I 3pcI BE MADE TO UNDERSIDE z \_CEIUNG LINE OF DECK (O, 0) o CI, METAL STUD/TRACK CEILING LINE k.p FIRE STOP AT CEILING LINE, TYP. PROVIDE DIAGONAL BRACING AT 32" \ O.C. TO STRUCTURE ABOVE (TYP.) v NOTE: DO NOT ATTACH/ SUSPEND FROM BOTTOM L CHORD OF EXISTING STRUCTURE WITHOUT WRITTEN PERMISSION DEFLECTION DETAIL MTL. STUD FRAM SEE WALL LEGEN SHEET A0.1 FOR GAUGE & SPACI� 1-1/2" X 3" X ' CHANNEL CLIP A BOTH SIDES OF ' 1/4" LESS THAN WIDTH, TYP. - A AT EVERY STUD 5/8" #S -12 SCR (3) PLACES PROVIDE 3 J" MI TRACK FIRE STOP AT CEILING X16' -0 -0" A.F.F. V.I.F. `r T.O. 3RD FLR SLAB - - - UNDERSIDE OF ROOF ___ ----- STRUCTURE 11'- :0 1/4" A.F.F. ; V.I.F. V.:.F. 9' -0" A.F.F. V.1.17.$, U.S. OF (E) CO MATCH (E) HEIGHT `r H 11 EXISTING 2 LAYERS 11 ti (E) HEADER/ WALL PATCH & OF WIRE MESH. V.I.F. REPAIR GYP. BD. AS NEC. FOR (N) A —mArtr– FINISH --� 1niT- NON-SALES (E)) H/C TOILET 3 -5/8" X 20GA. METAL STUDS AT 16" O.C. INFILL 5/8" TYPE "X" GWB - BOTH SIDES SCALE: 5 1 1/ 2" =1' -0" O UNDERSIDE OF ROOF STRUCTURE V.I.F. PATCH & REPAIR GYI BD. AS NEB FOR (N) FINISH NON -SALES EXTERIOR EXISTING 3-5/8" METAL STUDS 0 16" O.C. V.I.F. EXISTING 5/8" GWB - BOTH SIDES V.I.F. EXISTING STUCCO V.I.F. O 16' -0" A.F.F. V.I.F. `r T.O. 3RD FUR SLAB _ UNDERSIDE OF ROOF 11' -10 1/4" A.F.F. STRUCTURE V.I.F. V.I.F. U.S. OF (E) CEIUNG"r NG 2 LAYERS RE MESH. V.I.F. CEILING, AS SCHEDULED. SAS NON -SALES EXTERIOR EXISTING 3 -5/8" METAL STUDS 0 16" O.C. V.I.F. EXISTING 5/8" GWB - 5/8" TYPE "X" GWB BOTH SIDES V.I.F. - THIS SIDE ONLY EXTERIOR EXISTING WALL V.I.F. CONSTRUCTION & NOTIFY ARCHITECT OF FINDINGS r-4 M 0 0 0 Q .0 /Q/'�� U) LL I--_O u U) LLI � finn,, H W U__ Q� o; " H J W 0) CD Q p M SCALE: W r 3/41 =1, -0" 3 CD a' M CD W > J z U. Z D CITY OF SOUTH MI BUILDING DEPT. w � W STS UCTURA SECTIO LJ UNDERSIDE � O Q Q Z OF ROOF CC STRUCTURE (N) WALL SEE WALL : +OVED gY V.I.F. SCHEDULE. z 0 0 m w = 1` 0 L (A to (n ANCHOR LOCKER TO WALL NEAR TOP & BOTTOM OF LOCKER AT EACH END OF ROW OF LOCKERS PLUS EVERY 36" (MAX.) ALONG THE LENGTH OF ROW. LOCKER. PROVIDE 2 X 4" P.T. F.R. BLOCKING BETWEEN STUDS FOR ATTACHMENT OF LOCKERS. DETAIL © DETAIL © DETAIL AO SCALE: SCALE: 4 LOCKER ATTACHMENT DETAIL SCALE: -09' 1 BLOCKING DETAIL NTS 6 METAL TRACK FIRE STOP 6 =1-0 '=l r AUG 14 201( o o J •. A ('� C0 � (") I c� 1 -L CN .. O N :3 L� BQ In iR CM4a6 ' c v 0) O- 01 Q cu C -p d U X LL_ OJ •--I 3pcI z � c (O, 0) o CI, -�, �r'- A cu k.p In \ v Q) L U Q1 s L Q H J W 0) CD Q p M SCALE: W r 3/41 =1, -0" 3 CD a' M CD W > J z U. Z D CITY OF SOUTH MI BUILDING DEPT. w � W STS UCTURA SECTIO LJ UNDERSIDE � O Q Q Z OF ROOF CC STRUCTURE (N) WALL SEE WALL : +OVED gY V.I.F. SCHEDULE. z 0 0 m w = 1` 0 L (A to (n ANCHOR LOCKER TO WALL NEAR TOP & BOTTOM OF LOCKER AT EACH END OF ROW OF LOCKERS PLUS EVERY 36" (MAX.) ALONG THE LENGTH OF ROW. LOCKER. PROVIDE 2 X 4" P.T. F.R. BLOCKING BETWEEN STUDS FOR ATTACHMENT OF LOCKERS. DETAIL © DETAIL © DETAIL AO SCALE: SCALE: 4 LOCKER ATTACHMENT DETAIL SCALE: -09' 1 BLOCKING DETAIL NTS 6 METAL TRACK FIRE STOP 6 =1-0 '=l r AUG 14 201( "' '����tl J •. � . r z iR CM4a6 ' SHAT N0: A6 -0 PARTITION TYPES TITLES g, DETAILS