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09-412-0152' X 4' WOOD B!- SECURED to UPI PLATE_ 3' X 3' X 1/4' STL. COL. W/ A 3 1/2' X 12' X 3/8' TOP i BOTT. WELDED ANCHORED TO PLATE W/ 2' X 3/8' LAG BOLTS AND ANCHORED TO CONC_ SLAB W/ 2' X 3/841 EXP. ANCHOR EA. SIDE. PROVIDE INTERMED. SUPPORTS. EXISTING CONC. SLAB CORNER BEAD (TYPICAL) 5/8' GYPSUM WALLBOARD (TYPICAL) WOOD BASE (SEE FINISH SCHEDULE) CT \ (SEE FINISH SCHEDULE) J �a A 7 J 1 I I LOW PARTITION DETAIL SCALE: 3' = 1' -0' ALIGNA —"^ EXISTII PART I, ALIGN V\ dv,m W,o GYP, BD, ON 3 5/8" METAL STUDS (SEE PART. TYPE ON SHT. A2.1) TYPICAL ALIGNMENT DETAIL SCALE: 3' ° 1' -0' CUT FLANGE OF RUNNER AND BEND FLAT AGAINST METAL STUDS. METAL STUDS (SEE FLOOR PLANS FOR PARTITION TYPES, SIZES AND SPACING. 2 LATERAL 5UPPO "='T DETAIL SCALE: 3' = 1' -0' 3' X 3' X 1/4' 2' X 4" WOOD BLOCKING STEEL coLUMN CORNER BEAp (TYPICAL) 1 ,49.1 5/S' GYPSUM BOARD ON 3 5/8' MTL. STUDS (24 GA.) 0 24' O.C. (TYPICAL) 12' X 3 1/2' X 3/8' STEEL PLATE WELDED TO STEEL COLUMN - - - -- -------- - - - --� - - - -- --------- - - -T -1 I I I j ----------------------- I UJ PARTITION DPTAII ,49.1 SCALE: 3' = 1' - 0' ALIGN SURFA(- ,cildD m \ \ \ \y 5/8' GYP. BD. ON 3 5/8' METAL STUDS (SEE PART. TYPE ON SHT. A2.1) EXISTING INTERIOR PARTITION TYPICAL ALIGNMENT DETAIL SCALE: 3' - P -0' LOWEST PRIORITY WALL PRIORITY LEGEND TWO HOUR FIRE AND SMOKE WALL- TWO HOUR FIRE WALL TWO HOUR SHAFTWALL ONE HOUR FIRE AND SMOKE WALL ONE HOUR FIRE WALL SMOKE TIGHT PARTITION RITY PRIORITY HIGHEST PRIORITY 2 PRIORITY 3 PRIORITY 4 PRIORITY 5 LOWEST WALL PRIORITY DETAIL SCALE: 3' = I' -0" 2X FIRE TREATED WOOD BLOCKING ALONG FULL LENGTH OF METAL STUD AT SPACING INDICATED FOR PARTITION TYPE AS REC.Z'p. V- .c i A e I1 II•t 02A If i1Ct ON 3 5/8' MTL STUDS (SEE PARTITION TYPES ON SHT. A/2.1) CA51NET 5ACKING DETAIL SCALE: 3' = P -0" -GYPSUM 50ARD PARTITION NOTES: 1 ALL NEW PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH F.B.G. 1601.13 - INTERIOR PARTITIONS AND TEMPORARY PARTITIONS SHALL BE DESIGNED TO RESIST ALL LOADS TO WHICH THEY ARE SUBJECTED BUT NOT LESS THAN 5 PSF (0240 KN) APPLIED PERPENDICULAR TO THE WALLS, EXCEPT FOR DECORATIVE SCREEN WALLS 2504.5.1 - NONLOAP BEARING STEEL FRAMING SHALL BE INSTALLED IN COMPLIANCE WITH THE PROVISIONS OF ASTM C -154 2506.1 - GYPSUM SHEATHING SHALL BE APPLIED IN ACCORDANCE WITH "101.5, 2506, OF ASTM C 1280 2505 - COMPOSITE NONBEARING PARTITIONS OF GYPSUM WALLBOARD AND STEEL STUDS SHALL BE LIMITED IN HEIGHT IN ACCORDANCE WITH ASTM C 154 2. ALL METAL TRACKS SHALL BE THE SAME SIZE AND GAGE AS THE METAL STUD THEY CONNECT TO, UNLESS OTHERWISE NOTED. 3, ALL STUD TO STUD CONNECTIONS SHALL BE MADE WITH No. 12-14 SCREWS AND SHALL HAVE A MINIMUM OF TWO SCREWS PER CONNECTION. UNLESS OTHERWISE NOTED. 4. ALL METAL TRACK CONNECTIONS TO CONCRETE OR STEEL SHALL BE MADE WITH 2- 0.1111 INCH DIAMETER POWER DRIVEN FASTENERS SPACED AT 12' CENTER TO CENTER, UNLESS OTHERWISE NOTED. 01 .� \ A r r� l� 3/4' POPLAR WOOD CASING TO MATCH BUILDING STANDARD 3/4' POPLAR WOOD DOOR JAMB (TYP.) DOOR (REFER TO DOOR SCHEDULE) 1/2' POPLAR WOOD DOOR STOP 2 x WD BLOCKING 1 /2' GWB ON MTL STUDS (REFER TO PARTITION TYPE SCHEDULE) \ \ INT. DOOR JAM 1/2' POPLAR WOOD DOOR STOF 3/4' POPLAI POOR JAME 3/4' POPLAI WOOD CASIf 2 x WD BLC 5/8' GWB Oh TO PARTITIC EXT'G. PARTITION ' /s' I. I. 2'/2' AW to M 5 /HEADER DETAIL DOOR JA M5 DETAIL SCALE: 3' - 1' -0' 11 ANCHOR SURFACE MOUNTED CURTAIN TRACKS TO GYPSUM BOARD CEILING WITH A MINIMUM OF J' CURTAIN TRACK DIAMETER FASTENINGS OR TRACK CONCEALED CLIPS SPACED NO MORE THAN V-0' D.C. NOTE: ALL #BOLTS AND WASHERS TO BE STAINLESS STEEL 10 CURTAIN TRACK DETAIL. ,49.1 SCALE: 3" 1' ^0' (;Ify of- 1ye('ii rpi MAW STRUCTURAL S� �`ill�I�'s. Ak I CARLOS DIAZ & ASSOC ARCHITECTS, P.A. A,A, 0003014 ARCHITECTURE INTERIOR DESIGN 1526 N.W. 89th CT MIAMI, FLORIDA 33172 TEL: 305 599 2888 FAX: 305 599 3885 © 1991 GARL05 DIAZ 4 A550G. ARCHITEGT5, P.A. 3 5/8' 18 GA METAL RUNNER. the Copyright PYotecticn Act. SECURED t0 STUDS W 1118' POP RIVETS OR SELF- TAPPIW5 SCREWS. EXTENDED RUNNER SOLID SUR1^AGE FORMICA. t0 NEXT STUD OF EACH SIDE COLOR:WHEAT MATRIX M OF ITEM TO BE ANCHORED 333, COORDINATE W/ (GODRD INAT1= LENGTH, BAPTIST INTERIOR DESIGN LOCATION AND HEIGHT DEPARTMENT, W/PLANfi) \ CORNER BEAD (TYPICAL) 5/8' GYPSUM WALLBOARD (TYPICAL) WOOD BASE (SEE FINISH SCHEDULE) CT \ (SEE FINISH SCHEDULE) J �a A 7 J 1 I I LOW PARTITION DETAIL SCALE: 3' = 1' -0' ALIGNA —"^ EXISTII PART I, ALIGN V\ dv,m W,o GYP, BD, ON 3 5/8" METAL STUDS (SEE PART. TYPE ON SHT. A2.1) TYPICAL ALIGNMENT DETAIL SCALE: 3' ° 1' -0' CUT FLANGE OF RUNNER AND BEND FLAT AGAINST METAL STUDS. METAL STUDS (SEE FLOOR PLANS FOR PARTITION TYPES, SIZES AND SPACING. 2 LATERAL 5UPPO "='T DETAIL SCALE: 3' = 1' -0' 3' X 3' X 1/4' 2' X 4" WOOD BLOCKING STEEL coLUMN CORNER BEAp (TYPICAL) 1 ,49.1 5/S' GYPSUM BOARD ON 3 5/8' MTL. STUDS (24 GA.) 0 24' O.C. (TYPICAL) 12' X 3 1/2' X 3/8' STEEL PLATE WELDED TO STEEL COLUMN - - - -- -------- - - - --� - - - -- --------- - - -T -1 I I I j ----------------------- I UJ PARTITION DPTAII ,49.1 SCALE: 3' = 1' - 0' ALIGN SURFA(- ,cildD m \ \ \ \y 5/8' GYP. BD. ON 3 5/8' METAL STUDS (SEE PART. TYPE ON SHT. A2.1) EXISTING INTERIOR PARTITION TYPICAL ALIGNMENT DETAIL SCALE: 3' - P -0' LOWEST PRIORITY WALL PRIORITY LEGEND TWO HOUR FIRE AND SMOKE WALL- TWO HOUR FIRE WALL TWO HOUR SHAFTWALL ONE HOUR FIRE AND SMOKE WALL ONE HOUR FIRE WALL SMOKE TIGHT PARTITION RITY PRIORITY HIGHEST PRIORITY 2 PRIORITY 3 PRIORITY 4 PRIORITY 5 LOWEST WALL PRIORITY DETAIL SCALE: 3' = I' -0" 2X FIRE TREATED WOOD BLOCKING ALONG FULL LENGTH OF METAL STUD AT SPACING INDICATED FOR PARTITION TYPE AS REC.Z'p. V- .c i A e I1 II•t 02A If i1Ct ON 3 5/8' MTL STUDS (SEE PARTITION TYPES ON SHT. A/2.1) CA51NET 5ACKING DETAIL SCALE: 3' = P -0" -GYPSUM 50ARD PARTITION NOTES: 1 ALL NEW PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH F.B.G. 1601.13 - INTERIOR PARTITIONS AND TEMPORARY PARTITIONS SHALL BE DESIGNED TO RESIST ALL LOADS TO WHICH THEY ARE SUBJECTED BUT NOT LESS THAN 5 PSF (0240 KN) APPLIED PERPENDICULAR TO THE WALLS, EXCEPT FOR DECORATIVE SCREEN WALLS 2504.5.1 - NONLOAP BEARING STEEL FRAMING SHALL BE INSTALLED IN COMPLIANCE WITH THE PROVISIONS OF ASTM C -154 2506.1 - GYPSUM SHEATHING SHALL BE APPLIED IN ACCORDANCE WITH "101.5, 2506, OF ASTM C 1280 2505 - COMPOSITE NONBEARING PARTITIONS OF GYPSUM WALLBOARD AND STEEL STUDS SHALL BE LIMITED IN HEIGHT IN ACCORDANCE WITH ASTM C 154 2. ALL METAL TRACKS SHALL BE THE SAME SIZE AND GAGE AS THE METAL STUD THEY CONNECT TO, UNLESS OTHERWISE NOTED. 3, ALL STUD TO STUD CONNECTIONS SHALL BE MADE WITH No. 12-14 SCREWS AND SHALL HAVE A MINIMUM OF TWO SCREWS PER CONNECTION. UNLESS OTHERWISE NOTED. 4. ALL METAL TRACK CONNECTIONS TO CONCRETE OR STEEL SHALL BE MADE WITH 2- 0.1111 INCH DIAMETER POWER DRIVEN FASTENERS SPACED AT 12' CENTER TO CENTER, UNLESS OTHERWISE NOTED. 01 .� \ A r r� l� 3/4' POPLAR WOOD CASING TO MATCH BUILDING STANDARD 3/4' POPLAR WOOD DOOR JAMB (TYP.) DOOR (REFER TO DOOR SCHEDULE) 1/2' POPLAR WOOD DOOR STOP 2 x WD BLOCKING 1 /2' GWB ON MTL STUDS (REFER TO PARTITION TYPE SCHEDULE) \ \ INT. DOOR JAM 1/2' POPLAR WOOD DOOR STOF 3/4' POPLAI POOR JAME 3/4' POPLAI WOOD CASIf 2 x WD BLC 5/8' GWB Oh TO PARTITIC EXT'G. PARTITION ' /s' I. I. 2'/2' AW to M 5 /HEADER DETAIL DOOR JA M5 DETAIL SCALE: 3' - 1' -0' 11 ANCHOR SURFACE MOUNTED CURTAIN TRACKS TO GYPSUM BOARD CEILING WITH A MINIMUM OF J' CURTAIN TRACK DIAMETER FASTENINGS OR TRACK CONCEALED CLIPS SPACED NO MORE THAN V-0' D.C. NOTE: ALL #BOLTS AND WASHERS TO BE STAINLESS STEEL 10 CURTAIN TRACK DETAIL. ,49.1 SCALE: 3" 1' ^0' (;Ify of- 1ye('ii rpi MAW STRUCTURAL S� �`ill�I�'s. Ak I CARLOS DIAZ & ASSOC ARCHITECTS, P.A. A,A, 0003014 ARCHITECTURE INTERIOR DESIGN 1526 N.W. 89th CT MIAMI, FLORIDA 33172 TEL: 305 599 2888 FAX: 305 599 3885 © 1991 GARL05 DIAZ 4 A550G. ARCHITEGT5, P.A. The Deslgn and Drawin26 For this Project are the property of the Architect and are protected under the Copyright PYotecticn Act. ARCHITECTURE 0,4f;ZL05 DIAZ M W31 1526 N.W. 89th GT. MIAMI, FL 33I-12 pH: (3m5)599 -2868 z u W O M Cr Z w ] �- M 0 oc o oQ W o o � � V Cie 0 0 ° Lu o F— Z v OWNER INFORMATION: TERANEN, INC. A Florida Corporation 0333 SUNSET DR SOUTH MIAMI, FLORIDA 33143 DETAILS 4 NOTES SCALE AS NOTED PROJECT NO. 091016 DATE 03.18.09 REVISIONS: SHEET A9.1 OF 20 v�