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03-1559-065r c I c I N 4 202 — x--�c 1 ra o d LL- ,•rt �� c G7! Q' >: C • l.i 0 LLJ �>: ice, 4 12" 0/C > HORIZONTAL w a > f . I LL- O/C C 12" 0 C ry VERTICAL TOP BOTTOM k N J U PER PLAN 8" ELEVATOR PIT AS PLAN - r) � % TYPICAL ELEVATOR PIT WALL DETAIL STRUCTURAL SUPPORT SEE FRAMING PLAS - TYP. I I I 1 /4 I I ELEVATOR HOIST BEAM I W12 X 30 TYP. U.N.O. I (1) 3/4 "0 ERECTION BOLT L5X3X5/16X0'-9'- W/ (4) 3/4' 0 HILTI HIT ADHESIVE ANCH. ES. �................ ................. co MASONRY PILASTER BEYOND — k 1" 10" 1/2- PREMOLDED JOINT FILLER WHERE EXTERIOR SLABS ABUTTS BUILDING U N C., HOIST BEAM CONN. DETAIL TYPICAL SECTION AT ELEVATOR SUMP PIT (N.T.S.) nail i A, ronvv COL. FOOTING BEYOND 30" LAP -2 #5 RECESS AS REQUIRED AT ELEVATOR DOOR L 4 X 4 X 5/16" EACH SIDE WITH 3/4" 0 EXP- ANCHOR AND 3 MIN. EMBEDMENT EACH SIDE 3/4" 0 BOLT IN SLOTTED HOLES TYP. ELEVATOR SEPARATOR BEAM CONN. (N.T.S.) 1/2N PREMOLDED JOINT FILLER WHERE EXTERIOR SLABS ABUTTS BUILDING I WALL SECTION AT COVERED WALKWAY o COI I 8" CO )N G. T. E.A. FACE VERT. .EA FACE 4'- 0 "x3' -4" MAN. f'c= 2000p 3/4" = 1' -0" I. DWGS. W/4 #5 LONG 2" HOOPS. OXY 2T. 4 CONT. EA FACE 0 14" VERT. EA FACE )NT. 2'- 0 "x2' -0" 'AD MAN. f'c =2000 psi 12 "x16" WITH 2 #5 CONT. ••• ••• • • • •••• • r • .. ii . ... . . AS PER ELEVATOR REQUIREMENTS 3/16 •Y•• V • We•.• Y • V • Y • . 4 "x3 "x5/16 "x CONT. RIFY SIZE WITH EVATOR SELECTED 3 1/2%3 1/2%5/16% 6" LONG. ' 16" 0/C WITH (2) 5/8" 0 x5" ADED STUDS 2 # 5 CONT. TYPICAL ELEVATOR DOOR SILL (N.T.S.) 8 "X8 "CAP VARIES / 2 # 4 CONT. SEE ARCH. DWGS #9 HORIZ. JOINT a REINF ® 8" o/c 5 24" 0/C MAX. x x— —x x Y`t-y'jgh i•t_-.. i`C;•r'^},at -.,. e, r�o #4® 12" O/C E. W. `" • . ?ry =,y il `c° }•� l` TOP do BOTTOM !! TYP 0 VARIES 11 PLANTER DETAIL /SECTION (N.T.S.) 8" CON C. WALL W/ #5912" • EACH FACE VERTICAL AND COLUMN BEYOND -- 4012" EA FACE HORIZONTAL #8 BAR 0 18" O.C. DRILL INTO EXISTING Rx WATERSTOP AND SET W/ EPDXY COMP. PROVID£�' 59 14" O/C TdcB #6010" 0/C TOP — #50 TOP & BOTTOM FOOTING. f'c= 4000psi. G 0 • DEAD MAN. f'c= 2000psi. EXISTING SF-2 ",, 4 #4 LONG. EA FACE #6 BAR 9 10" O.C. DRILL INTO EXISTING AND SET W1 EPDXY COMP. ' �✓ PROVIDE 10 EMBED. #49 10 " VERT. EA FACE SECTION AT SF -2 8 $ 3/4„ 1' -0" J N GRADE EL. +0' -0" I L511VSMEEWS M. I 13392 SOUTH WEST 125 STREET I MIAMI FLORIDA 331 a6 PHONE: 305- 971 -GFCF 0 FAX: 305 - 971 -4332 E -MAIL: GFCEOGFCE.NET CERTIFICATE OF AUTHORIZATION #9129 REVISION BY 1 1/29/04 PERMIT REVISION 2 4/19/04 OU NER REVISION 3 618104 REVIEW 4 9/14/04 OWNER REVISION 5 11/5 /04 GENERAL REVISION S 8 /I-1/05 GENERAL REVISION CONC. COLUMN N SEE ARCH. DWGS. BEYOND. Y •� 8" X 8" CAP COL. BEYOND W/ 2 # 4 CONT. 1/2- PREMOLDED JOINT y u J�h # 6 ® 24" 0/C MAX. FILLER WHERE EXTERIOR LABS ABUTTS BUILDING #9 HORIZ. JOINT REINF ® 16" o/c 5" SLAB —ON —GRADE SEE FND. PLAN EL. +0' -0" - x x— x x x TT �� 95 % COMPACTION 2 # 5 CONT. WF -24 I WALL SECTION AT COVERED WALKWAY o COI I 8" CO )N G. T. E.A. FACE VERT. .EA FACE 4'- 0 "x3' -4" MAN. f'c= 2000p 3/4" = 1' -0" I. DWGS. W/4 #5 LONG 2" HOOPS. OXY 2T. 4 CONT. EA FACE 0 14" VERT. EA FACE )NT. 2'- 0 "x2' -0" 'AD MAN. f'c =2000 psi 12 "x16" WITH 2 #5 CONT. ••• ••• • • • •••• • r • .. ii . ... . . AS PER ELEVATOR REQUIREMENTS 3/16 •Y•• V • We•.• Y • V • Y • . 4 "x3 "x5/16 "x CONT. RIFY SIZE WITH EVATOR SELECTED 3 1/2%3 1/2%5/16% 6" LONG. ' 16" 0/C WITH (2) 5/8" 0 x5" ADED STUDS 2 # 5 CONT. TYPICAL ELEVATOR DOOR SILL (N.T.S.) 8 "X8 "CAP VARIES / 2 # 4 CONT. SEE ARCH. DWGS #9 HORIZ. JOINT a REINF ® 8" o/c 5 24" 0/C MAX. x x— —x x Y`t-y'jgh i•t_-.. i`C;•r'^},at -.,. e, r�o #4® 12" O/C E. W. `" • . ?ry =,y il `c° }•� l` TOP do BOTTOM !! TYP 0 VARIES 11 PLANTER DETAIL /SECTION (N.T.S.) 8" CON C. WALL W/ #5912" • EACH FACE VERTICAL AND COLUMN BEYOND -- 4012" EA FACE HORIZONTAL #8 BAR 0 18" O.C. DRILL INTO EXISTING Rx WATERSTOP AND SET W/ EPDXY COMP. PROVID£�' 59 14" O/C TdcB #6010" 0/C TOP — #50 TOP & BOTTOM FOOTING. f'c= 4000psi. G 0 • DEAD MAN. f'c= 2000psi. EXISTING SF-2 ",, 4 #4 LONG. EA FACE #6 BAR 9 10" O.C. DRILL INTO EXISTING AND SET W1 EPDXY COMP. ' �✓ PROVIDE 10 EMBED. #49 10 " VERT. EA FACE SECTION AT SF -2 8 $ 3/4„ 1' -0" J N GRADE EL. +0' -0" I L511VSMEEWS M. I 13392 SOUTH WEST 125 STREET I MIAMI FLORIDA 331 a6 PHONE: 305- 971 -GFCF 0 FAX: 305 - 971 -4332 E -MAIL: GFCEOGFCE.NET CERTIFICATE OF AUTHORIZATION #9129 REVISION BY 1 1/29/04 PERMIT REVISION 2 4/19/04 OU NER REVISION 3 618104 REVIEW 4 9/14/04 OWNER REVISION 5 11/5 /04 GENERAL REVISION S 8 /I-1/05 GENERAL REVISION 15790 SW 88TH AVE MIAMI, FL 33157 AR 0017521 NOTE: ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ IN CONJUNCTION WITH EACH OTHER. THESE INCLUDE, BUT ARE NOT LIMITED TO: ARCHITECTURAL, SURVEYING, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, SPECIALTY DRAWINGS, & WRITTEN SPECIFICATIONS. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISCREPANCIES, ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB. All graphic material appearing herein, unless indicated otherwise, are the property of the Architect as instruments of service for use solely on this project, and may not be duplicated, used or disclosed without the written consent of Mark E. Reardon, R.A. The architect retains all common low, statutory and other reserved ,rights: SEAL: FRESNEL E.. R N Z FLORIDA wPE 46618 J ON UJ LIJ V+ © Z CO C 0 U. ti LL LL LL 0 z t� 00 � LL U) J LU z 000 2 Rolf w DRAWN BY: D.I.- E.0 -M.M DATE: 6/1+4/05 SCALE: AS NOTED SHEET NO.: S ^202 N Y r � tli 9 y u J�h 15790 SW 88TH AVE MIAMI, FL 33157 AR 0017521 NOTE: ALL DRAWINGS FOR THIS PROJECT ARE TO BE READ IN CONJUNCTION WITH EACH OTHER. THESE INCLUDE, BUT ARE NOT LIMITED TO: ARCHITECTURAL, SURVEYING, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, SPECIALTY DRAWINGS, & WRITTEN SPECIFICATIONS. CONTRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND THOROUGHLY CHECK ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK. REPORT TO THE ARCHITECT ENGINEER ANY DISCREPANCIES, ERRORS OR CONDITIONS THAT WILL ALTER CONSTRUCTION AS INTENDED BY THESE DRAWINGS. ARCHITECT IS NOT RESPONSIBLE FOR ANY WORK AND /OR MATERIALS FURNISHED ON THE JOB. All graphic material appearing herein, unless indicated otherwise, are the property of the Architect as instruments of service for use solely on this project, and may not be duplicated, used or disclosed without the written consent of Mark E. Reardon, R.A. The architect retains all common low, statutory and other reserved ,rights: SEAL: FRESNEL E.. R N Z FLORIDA wPE 46618 J ON UJ LIJ V+ © Z CO C 0 U. ti LL LL LL 0 z t� 00 � LL U) J LU z 000 2 Rolf w DRAWN BY: D.I.- E.0 -M.M DATE: 6/1+4/05 SCALE: AS NOTED SHEET NO.: S ^202