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03-1559-064SEE COLUMN SCHEDULE FOR I I SIZE, REINF., TIES AND SPLICE �"— SEE COLUMN SCHEDULE FOR SIZE, REINF., TIES AND SPLICE 1/2" ISOLATION JOINT LENGTH 1/2" ISOLATION JOINT LENGTH GRANULAR FILL s GRANULAR FILL o of SEE FOOTING SCHEDULE FOR SIZE AND REINFORCING LAP MESH 30 � SEE FOOTING SCHEDULE FOR M SIZE AND REINFORCING M C) g X X X i . w 2 # 5 CONT. ,.:4;.':. •; CLEAR " � CLEAR Ln or w d 0! t M ©0 t TYPICAL INTERIOR FOOTING OUTSIDE CORNER BAR LAP 48" BAR DIA.TO MATCH LONGITUDINAL REINF. SIZE AND QTY. (2) CORNER BARS LAP 48" BAR DIA. TO MATCH LONGITUDINAL REINF. TYPICAL FOOTINGS INTERSECTIONS WALL BEYOND 1/2- EXPANSION JOINT WHERE EXTERIOR SLABS ABUTTS BUILDING SEE ARCH. FOR STEP 2 FOOTING PER FND. PLAN 30" LAP -2 # 5 SECTION AT DOOR OPENING 1 .1 TYPICAL EXTERIOR FOOTING TYPICAL STEPPED FOOTING DETAIL PLASTIC CONTROL JOINT FORMER 1 4" X_ x� • °• s =• • q . .�••p • I VAPOR BARRIER CONTROL JOINT PLASTIC CONTROL TONGUE do JOINT FORMER GROOVE METAL FORM z r. 3 4" � a cV x x VAPOR BARRIER NO REINF. THRU JOINT CONSTRUCTION JOINT NOTES: Of Q CURB WIDTH AS REQUIRED Q 8" OR LESS (4" MIN.) TOP OF SLAB K0 AND OR AT 20' -0" O/C EACH WAY, USE PREMOLDED STRIPS. 1 4 CONT. 2 - CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. JOINT REINF. AT 16" O/C 3 - SAW CUT JOINT MAY BE PEI IF DONE WITHIN 24 HOURS OF CONCRETE k #6@32" VERTICAL. 4 -- PROVIDE 6x6x- •W1.4xW1.4 3 @ 16" 0/C (PLACING. U.N.O.) SLAB s" GRADE JOINT DETAILS FK V) GREATER THAN o Cy 8" 8" CONCRETE WALL • � 1" CL ADC71 #_ 4 CONY. PER TOP OF SLAB M ( IYP.) 12" OF CURB WIDTH 2 # 4 CONT. EXTEND EVERY Mo FIFTH BAR FOR LAP 6" # 3 0 16" 0/C NOTE: INTO MASONRY ABOVE - 1 - FOR LOCATION AND SIZES OF CURB SEE PLANS AND DRAWINGS BY TRADES. CONCRETE CURBS & SECONDARY POURS WALL BEYOND 1/2- EXPANSION JOINT WHERE EXTERIOR SLABS ABUTTS BUILDING SEE ARCH. FOR STEP 2 FOOTING PER FND. PLAN 30" LAP -2 # 5 SECTION AT DOOR OPENING 1 .1 TYPICAL EXTERIOR FOOTING TYPICAL STEPPED FOOTING DETAIL PLASTIC CONTROL JOINT FORMER 1 4" X_ x� • °• s =• • q . .�••p • I VAPOR BARRIER CONTROL JOINT PLASTIC CONTROL TONGUE do JOINT FORMER GROOVE METAL FORM z r. 3 4" � a cV x x VAPOR BARRIER NO REINF. THRU JOINT CONSTRUCTION JOINT NOTES: \.J 1 - PROVIDE CONTROL JOINT AND CONSTRUCTION JOINT AT ALL COLUMNS AND OR AT 20' -0" O/C EACH WAY, USE PREMOLDED STRIPS. 2 - CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. JOINT REINF. AT 16" O/C 3 - SAW CUT JOINT MAY BE USED IF DONE WITHIN 24 HOURS OF CONCRETE k #6@32" VERTICAL. 4 -- PROVIDE 6x6x- •W1.4xW1.4 W.W.F. AT ALL EXTERIOR SLAB -ON -GRADE (TYP1 (PLACING. U.N.O.) SLAB ON GRADE JOINT DETAILS FK V) Of w f- w t 0 wY t M 00 WALL REINF. IF ANY RE: PLANS FINISHED GRADE SEE ARCH. DRWGS. z III�I 04 8" C.M.U. WALL WITH HORIZONTAL JOINT REINF. SEE GENERAL NOTES ISOLATION JOINT SLAB -ON -GRADE SEE FND. PLAN •• • ••�Y • • i • (D 95 % COMPACTION I' I' a_ SEE WALL FOOTING —�- SCHEDULE FOR REINF. DETAIL 3" CLR. WIDTH 'h 3 EXTERIOR WALL FOOTING SECTION • r, r u•••u •G• ••• • • M rC+ir • 4 • i • • • • ••• • G N u • o • M •: rG• u • u • ' � •• • urn • r 8" C.M.U. WALL WITH HORIZONTAL, ••• bases JOINyIE.I�JF. SEE, WALL REINF. IF GENERAL ,NOTES ANY RE: PLANS *•g• c goner, • •e• • r••• r ISOLATION JOINT w SLAB -ON -GRADE SEE FND. PLAN SLAB -ON -GRADE E5 SEE FND. PLAN o- M — x x x x • Q • • Yid : •O• .'O O•• .0:. S ;•• tiiY • ' •• LO 00 •• • 95 X COMPACTION o< SEE WALL FOOTING —= o SCHEDULE FOR REINF. _._. DETAIL 3" CLR WIDTH INTERIOR WALL FOOTING SECTION �J METAL STAIR BY MANUFACTURER L 3 "x3 "x5/16" x4" LONG WITH 3/4 "0 EXP. BOLTS AND 4" EMBEDMENT L 2 "x2 "x14" GALVANIZED WITH 1/2'0 x3" 0 32" 0. C. SLAB ON GRADE 2 5 CONTINUOUS HEADED ANCHOR STUDS AS PLAN STAIR WIDTH + 3'--0" SEE ARCH. DRWGS. SLAB -ON -GRADE TT X X X = • 9 rs� • Cti • • . p • • o• •• r• • •" ' . % p *4P* •Qr Ur • • •n (r! SY,1 �1 • < • � �o • w • • 2' -0„ >r •, •• METAL STAIR AT SLAB—ON—GRADE 0°' N :° ° 4 0 12" c c EACH WAY` 0 . 0 �• 'o C .tr 6" Err CONSTRUCTION OR SEE ARCH. DRWGS. CONTROL JOINT 8 TRENCH DRAIN DETAIL 4" MIN. TYPICAL RECTANGULAR OR ROUND COLUMN SQUARE COL. OR PIER SEE ARCH. DWGS. CONC. SLAB WITH • #4 ® 12" EA WAY 4" MIN. TYPICAL 1 1 WRAP COLUMN WITH CONTRUCTION OR • • 301b. FELT TYPICAL CONTROL JOINT COLUMN BEYOND 8 "THICK CAP W/6 #5 LONG . AND #3024" HOOPS. 11 JOINTS AT COLUMNS AND PIERS (for slab on grade) • NEW C -1 COLUMN BEYOND. 8" CONC. WALL W/ DRILL & EPDXY VERTICAL 30" LAP #5�D8 EA. WAY REINF. W /12" EMBEDMENT. ic- 2 #5CONT. _ DRILL & EPDXY ,SLAB ON GRADE #6 @32" VERT. SEE PLAN WON z° _... m 60 Ld �I /40TVA 0 o °. Quo +: 'u �Qo ° ": .. •o r, 1 6 #8 (T&B) (MIN.) 'cv 12 TYPICAL TURNED DOWN SLAB • #4012" VERT. .EA FACE • REMOVE ALL COVER x APPLY BONDING AGENT OF REBARS TO CREATE 4 #4 CONT. E.A. FACE BEFORE POUR A KEY AT BOTTOM. 6 M CONT. 4'- O "x3' -4" 3" x x x x DEAD MAN. f c= 2000psi. • • 4' -0" 8 #7 EA. SIDE OF F G. D L \ 4 EFOXY N MIN. 12" SECTION AT S —F1 12" EXISTING FOOTING 12" © 13392 SOUTH WEST 128 STREET MIAMI FLORIDA 33186 16 REPAIR TO FTG AT GRIDS 14.5/B.1 0 PHONE: 305 - 971 -GFCE - - -- FAX: 305- 971 -4332 E -MAIL: GFCE@GFCE.NET 8 CERTIFICATE OF AUTHORIZATION #9129 REVISION BY 1 1/29/04 PERMIT REV15ION 2 4/19/04 OWNER REVISION 3 (6!8/04 REVIEW 4 9/14/04 OWNER REVISION 5 II/5/04 CxENER4L REVISION 8 8/17/05 GENERAL REVISION \.J 8" C.M.U. WALL WITH #9 GAGE < ,�, JOINT REINF. AT 16" O/C J k #6@32" VERTICAL. J ED PO FK V) 8" CONCRETE WALL WITH #4012" HORIZONTAL AND #608" VERTICAL EXTEND EVERY FIFTH BAR FOR LAP INTO MASONRY ABOVE ISOLATION JOINT SLAB -ON -GRADE SEE FND. PLAN • Ci •• •j• • • • O y PAP .v • Q • �• •••: r •••••Q� •i• �• • • • • • •• " O • • ­0 • V I • • d•• •• • • • • • W • Q • • Q ••+ 95 7 COMPACTION F-- D_ SEE WALL FOOTING ' ' p SCHEDULE FOR REINF. DETAIL 3" CLR WIDTH 8 INTERIOR WALL FOOTING SECTION 14 Of w f- w t 0 wY t M 00 WALL REINF. IF ANY RE: PLANS FINISHED GRADE SEE ARCH. DRWGS. z III�I 04 8" C.M.U. WALL WITH HORIZONTAL JOINT REINF. SEE GENERAL NOTES ISOLATION JOINT SLAB -ON -GRADE SEE FND. PLAN •• • ••�Y • • i • (D 95 % COMPACTION I' I' a_ SEE WALL FOOTING —�- SCHEDULE FOR REINF. DETAIL 3" CLR. WIDTH 'h 3 EXTERIOR WALL FOOTING SECTION • r, r u•••u •G• ••• • • M rC+ir • 4 • i • • • • ••• • G N u • o • M •: rG• u • u • ' � •• • urn • r 8" C.M.U. WALL WITH HORIZONTAL, ••• bases JOINyIE.I�JF. SEE, WALL REINF. IF GENERAL ,NOTES ANY RE: PLANS *•g• c goner, • •e• • r••• r ISOLATION JOINT w SLAB -ON -GRADE SEE FND. PLAN SLAB -ON -GRADE E5 SEE FND. PLAN o- M — x x x x • Q • • Yid : •O• .'O O•• .0:. S ;•• tiiY • ' •• LO 00 •• • 95 X COMPACTION o< SEE WALL FOOTING —= o SCHEDULE FOR REINF. _._. DETAIL 3" CLR WIDTH INTERIOR WALL FOOTING SECTION �J METAL STAIR BY MANUFACTURER L 3 "x3 "x5/16" x4" LONG WITH 3/4 "0 EXP. BOLTS AND 4" EMBEDMENT L 2 "x2 "x14" GALVANIZED WITH 1/2'0 x3" 0 32" 0. C. SLAB ON GRADE 2 5 CONTINUOUS HEADED ANCHOR STUDS AS PLAN STAIR WIDTH + 3'--0" SEE ARCH. DRWGS. SLAB -ON -GRADE TT X X X = • 9 rs� • Cti • • . p • • o• •• r• • •" ' . % p *4P* •Qr Ur • • •n (r! SY,1 �1 • < • � �o • w • • 2' -0„ >r •, •• METAL STAIR AT SLAB—ON—GRADE 0°' N :° ° 4 0 12" c c EACH WAY` 0 . 0 �• 'o C .tr 6" Err CONSTRUCTION OR SEE ARCH. DRWGS. CONTROL JOINT 8 TRENCH DRAIN DETAIL 4" MIN. TYPICAL RECTANGULAR OR ROUND COLUMN SQUARE COL. OR PIER SEE ARCH. DWGS. CONC. SLAB WITH • #4 ® 12" EA WAY 4" MIN. TYPICAL 1 1 WRAP COLUMN WITH CONTRUCTION OR • • 301b. FELT TYPICAL CONTROL JOINT COLUMN BEYOND 8 "THICK CAP W/6 #5 LONG . AND #3024" HOOPS. 11 JOINTS AT COLUMNS AND PIERS (for slab on grade) • NEW C -1 COLUMN BEYOND. 8" CONC. WALL W/ DRILL & EPDXY VERTICAL 30" LAP #5�D8 EA. WAY REINF. W /12" EMBEDMENT. ic- 2 #5CONT. _ DRILL & EPDXY ,SLAB ON GRADE #6 @32" VERT. SEE PLAN WON z° _... m 60 Ld �I /40TVA 0 o °. Quo +: 'u �Qo ° ": .. •o r, 1 6 #8 (T&B) (MIN.) 'cv 12 TYPICAL TURNED DOWN SLAB • #4012" VERT. .EA FACE • REMOVE ALL COVER x APPLY BONDING AGENT OF REBARS TO CREATE 4 #4 CONT. E.A. FACE BEFORE POUR A KEY AT BOTTOM. 6 M CONT. 4'- O "x3' -4" 3" x x x x DEAD MAN. f c= 2000psi. • • 4' -0" 8 #7 EA. SIDE OF F G. D L \ 4 EFOXY N MIN. 12" SECTION AT S —F1 12" EXISTING FOOTING 12" © 13392 SOUTH WEST 128 STREET MIAMI FLORIDA 33186 16 REPAIR TO FTG AT GRIDS 14.5/B.1 0 PHONE: 305 - 971 -GFCE - - -- FAX: 305- 971 -4332 E -MAIL: GFCE@GFCE.NET 8 CERTIFICATE OF AUTHORIZATION #9129 REVISION BY 1 1/29/04 PERMIT REV15ION 2 4/19/04 OWNER REVISION 3 (6!8/04 REVIEW 4 9/14/04 OWNER REVISION 5 II/5/04 CxENER4L REVISION 8 8/17/05 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, is 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. FRESNEL E. HERNANDEZ FLORIDA PE 46618 Vl X UJ °a J /UJ p V MM LL Z W (� LL 06 J /R V9 LL 0 Z .. 0 00 SEEN LL @) UJ D x LU z Ooco NORTH DRAWN BY: D. 1. - E.0 - M.M DATE: 6/14/05 SCALE: AS NOTED SHEET NO.: S -2011 a� 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, is 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. FRESNEL E. HERNANDEZ FLORIDA PE 46618 Vl X UJ °a J /UJ p V MM LL Z W (� LL 06 J /R V9 LL 0 Z .. 0 00 SEEN LL @) UJ D x LU z Ooco NORTH DRAWN BY: D. 1. - E.0 - M.M DATE: 6/14/05 SCALE: AS NOTED SHEET NO.: S -2011