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08-471-016UNLESS OTHERWISE INDICATED ON PLAN, TWO NO. 5 BARS (MIN.) SHALL BE PROVIDED AROUND ALL WINDOWS AND DOORS OPENINGS. SUCH BARS SHALL BE EXTENDED BEYOND THE CORNERS OF THE OPENINGS NOT LESS THAN 24 IN. (TYP.) SAWCUT AND REMOVE BLOCK - BELOW EXISTING WINDOW AND PREP FOR NEW DOOR. INSTALL TIE COLUMN EACH SIDE. BLOCK IN EXISTING BATHROOM WINDOW TYP. 16" X 16" '0' BLOCK COL. •--- (4) #6 B, #3 TIES @ 8" 5-3/4" THICK NET CONCRETE WALL QUAD -LOCK, #4 0 12" VERT. & #4 ® 16" HOR. AT MID WALL LO I L- — — THICKNESS (TYP.) •u w (- — I — -1 V-4 • �I 6" THICK NET CONCRETEWALL j 2'-3" L . ' DO NOT DISTURB r•.s• 1 NEW 4" THICK CONCRETE SLAM W/ 6"X 6"– W1.4 x I L — F_ — CONTRACTOR TO CHECK FOR W1.4 AT MID–DEPTH OVER 6 MIL. VAPOR BARRIER F-5 6 4 TELEPHONE (305) 285-67231 FAX (305)285-6722 ON SUPERVISED COMPACTED FILL. FILL SHALL ME 535 SW I ST. SUITE 100 MIAMI, FL. 33130 S5.0 I__—_ _ S5.0 COMPACTED IN 12 IN. MAX LAYERS TO 95% OF THE � CONSULTANT/ NOTES STANDARD PROCTOR DENSITY TEST. SOIL L---- —II L-- — ASSOCIATES, CORP. COMPACTION SHALL ME SUPERVISED BY A FLORIDA F SPACING OF VERT. HIALEAH, FLORIbA;3k14. L. MF -20 �-j"------� REGISTERED ENGINEER. (TYP.) I i x x AND WALL INTERSECTIONS. ALSO N0. 9 LADDER TYPE ct�� HORIZONTAL REINFORCING 16" O.C. LAP 6" AT SPLICES APPROVALS/REVISIONS DATE AND CORNERS ABLDG. DEPT. COMMENTS 05/20/2001 012"TX 6' to CN 0 IM SAWCUT AND REMOVE BLOCK - BELOW EXISTING WINDOW AND PREP FOR NEW DOOR. INSTALL TIE COLUMN EACH SIDE. BLOCK IN EXISTING BATHROOM WINDOW TYP. 16" X 16" '0' BLOCK COL. •--- (4) #6 B, #3 TIES @ 8" 5-3/4" THICK NET CONCRETE WALL QUAD -LOCK, #4 0 12" VERT. & #4 ® 16" HOR. AT MID WALL LO I L- — — THICKNESS (TYP.) •u w LEGEND ""w "' 1'-4" SYMBOL DENOTES •• •• + V-4 • r rNEW ESQ9,11407 6" THICK NET CONCRETEWALL j 2'-3" 7'-0" . ' DO NOT DISTURB r•.s• rr•" r ••••r I— — — — F_ — CONTRACTOR TO CHECK FOR 7 F-5 6 INSTALLING, IF EXISTING FILLED TELEPHONE (305) 285-67231 FAX (305)285-6722 CELL IS IN PLACE, CONTRACTOR 535 SW I ST. SUITE 100 MIAMI, FL. 33130 S5.0 I__—_ _ S5.0 STRUCTURAL WALL �+ FALLOUT CONSULTANT/ NOTES 0 L---- --I L-- — ASSOCIATES, CORP. BLOCK 8 B 5 @ 32 850 WEST 68th ST; EET SPACING OF VERT. HIALEAH, FLORIbA;3k14. L. MF -20 �-j"------� NOTE. (2)#5 PROVIDE 1 #5 AT EACH SIDE OF ALL OPENINGS V.O.N. x x AND WALL INTERSECTIONS. ALSO N0. 9 LADDER TYPE ct�� HORIZONTAL REINFORCING 16" O.C. LAP 6" AT SPLICES APPROVALS/REVISIONS DATE AND CORNERS ABLDG. DEPT. COMMENTS 05/20/2001 012"TX 6' to CN 0 IM � (3)#5.: EPDXY DOWEL 6" INTO EXIST. 4 12" T X 6' I I r FOUNDATION Q 18 O.C. MF -12 —{II INSTALL NEW TIE COLUMN AT LOCATION OF NEW WALL INSTALL NEW TIE COLUMN AT LOCATION OF NEW WALL z I M W I � N 1. BEFORE BIDDING, CONTRACTOR SHOULD VISIT THE SITE TO INVESTIGATE THE EXISTING CONDITIONS AND TO ANALYZE THE NATURE AND EXTENT OF THE WORK TO BE PERFORMED. 2. CONTRACTOR'S WORK INVOLVES EXISTING BUILDING SYSTEMS AND FACILITIES. 3. SLIGHT VARIATION OF ROUTING AND CONSTRUCTION SHOULD BE ANTICIPATED BY THE CONTRACTOR IN ORDER TO AVOID CONFLICTS WITH EXISTING INSTALLATION AND THE INSTALLATION OF OTHER TRADES. 4. THESE VARIATIONS ARE INCLUDED IN CONTRACTOR'S SCOPE OF WORK, AND NO ADDITIONAL COST TO CONTRACTOR'S BID SHALL BE AUTHORIZED. 5. IF CONTRACTOR IDENTIFIES ANY DESCREPANCIES IN THE FIELD, X y NEW 3'-0" x 6'-8" OPENING. NEW STEEL COLUMN - EPDXY BOLT SAWCUT AND INSTALL NEW TIE TO EXISTING TIE BEAM AND EXISTING COLUMN W/ #5 BAR EACH SIDE - FOOTING. SAW CUT BELOW EXISTING WINDOW 1 EPDXY DOWEL 6 INTO TIE BEAM AND SCUPPERS 0 PARAPET AND PREP FOR INSTALLATION OF NEW FOUNDATION, SAW CUT AND REMOVE 5'-0" OF c� DOOR. INSTALL TIE COLUMN EACH WALL BELOW EXISTING WINDOW. z ABOVE SIDE INSTALL NEW TIE COLUMNS. F= 2'-2" 1 EXISTING WINDOW TO BE FILLED IN W DRYWALL w S2.0 EXTEND EXISTING WALL TO TOP OF EXISTING WINDOW TO BE EXISTING 16" WE moil 4f_Ofi NEW PARAPET. FILLED IN W/ DRYWALL FOOTING BELOW — — w z • � • r�v`" o I r : r, C) — "� A I I F-3 _ z I' ' 0 ©I I I UNDER I n i #5 EPO Y DO E 6 1 TO EXIS . INSTALL NEW TIE COLUMNS AT I I EXIST. I I I en Cn I — FOOTING 0 18" O.C. I INTERSECTION OF NEW BEAM I I I F-4 — L 15'-1" I a WITH EXISTING WALL. r — — I I A. 00 EXISTING CONCRETE 1 i0 �N BEAM ABOVE -----"-i i COLUMN + I I I I I I R Im r rt EXISTING DOOR TO BE I I I I I 0 2 1 FILLED IN W/ DRYWALL I I I 0 — —I 0 — ' I I 1 5 I I Z 16" X 16" '0' BLOCK S5.0 I 3" STL. COL. F— — 3 STL. COL I I I I BEAM ABOVE T S5.0 I I N 0 o I COLUMN (4) #6 VERT. 1 1 I I I I I I I I o a, w #3 TIES 0 8 (TYP.) _ I� 4) VERT. 4 2 LL L — + +F -4J NEW 4" THICK CONCRETE SLAB W/ 6"X 6"– W1.4 x 1 I 4'– 1 1 w F-4 N r 55.0 W1.4 AT MID DEPTH OVER 6 MIL. VAPOR BARRIER z — —I L— 14 Qi 16 O.C. � I I B 1 w ON SUPERVISED COMPACTED FILL. FILL SHALL BE ro I c� X I I - COMPACTED IN 12 IN. MAX LAYERS TO 95% OF THE � I I "i STANDARD PROCTOR DENSITY TEST. SOIL I I I I ©_ F– 31-01p r #4 12 T X 6' N COMPACTION SHALL 1E SUPERVISED BY A FLORIDA r — "' I T 2" 2" I I REGISTERED ENGINEER. (TYP.) I 1— �,i — TSE I N I �. _ (1)5L 1 I I I II 5i 9ff — 11 I PARAPET WALL EXTENDS -J —-7 MF 24 — .o F (1) 5 G L — — — 12" ON TOP OF BEAM BEAM CANULEVERED C14oll0 .: IMF -24 �, ABOVE BOT. 0 8'-0" =ATMID CONCRETE WALL — -� — _ I 4 0 12" T X 6' 12" VERT. & F-3 F-3 I o I MID WALL 4'-4" 5'-2 4'-1" (1) LI'I11 96-15" 51--7'$ 1 -6r �4 0 12" T X 6' ° I n b I • 1 1 3 N "' 29�6" 1 UNLESS OTHERWISE INDICATED ON PLAN, ONE S5.0 %91:11 T CN NO. 5 BARS (MIN.) SHALL BE PROVIDED AROUND ALL WINDOWS AND DOORS OPENINGS. ( 2" r — - — MF -20 SUCH BARS SHALL BE EXTENDED BEYOND _ _ _ THE CORNERS OF THE OPENINGS NOT LESS 5-3/4" THICK NET CONCRETE WALL �` M r J IJ THAN 24 IN. (TYP.) 1 _ QUAD-LOCK,4 ®12" .''.:�`.'� :•.. �'. ❑ ao #4 0 16" WOR. AT MID WALL 1 THICKNESS (TYP.) 5-3/4 THICK NET CONCRETE WALL QUAD -LOCK, #4 0 12" VERT. Ac #4 0 16" HOR. AT MID WALL THICKNESS (TYP.) FOUNDATION PLAN 114"T1'_0" 114:1 2I 2 7::� L — J 10'-2" S5.0 F-4 J r••r •ww • c rr•r• v"• _�y •u w LEGEND ""w "' C01IRMN SYMBOL DENOTES •• •• + r 4 • r rNEW ESQ9,11407 6" THICK NET CONCRETEWALL j - QUAD -LOCK SYSTEM EXISTING 8" CMU `WALLL . ' DO NOT DISTURB r•.s• rr•" r ••••r ��. FILLED CELL IN EXISTING WALL CONTRACTOR TO CHECK FOR EXSITING FILLED CELL PRIOR TO INSTALLING, IF EXISTING FILLED TELEPHONE (305) 285-67231 FAX (305)285-6722 CELL IS IN PLACE, CONTRACTOR 535 SW I ST. SUITE 100 MIAMI, FL. 33130 MAY DISREGARD NEW FILLED CEL DESIGN 1 CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS I CAD PRODUCTION STRUCTURAL WALL �+ FALLOUT CONSULTANT/ NOTES WALL THICKNESS VERTICAL REINF. SIZE ALFREDO ARTEAGA JR. & ASSOCIATES, CORP. BLOCK 8 B 5 @ 32 850 WEST 68th ST; EET SPACING OF VERT. HIALEAH, FLORIbA;3k14. REINF. IN INCHES TEL. 305-8287a7� + '' STRUCTURALfINER; NOTE. FLA. REG."NO. 33070 PROVIDE 1 #5 AT EACH SIDE OF ALL OPENINGS V.O.N. x x AND WALL INTERSECTIONS. ALSO N0. 9 LADDER TYPE ct�� HORIZONTAL REINFORCING 16" O.C. LAP 6" AT SPLICES APPROVALS/REVISIONS DATE AND CORNERS ABLDG. DEPT. COMMENTS 05/20/2001 5 DOWEL i t 15 DOWELS MARS 0 18 " O.C, 6" INTO EXISTING CONC. SLAM W/ � HIT-HY 150 EPDXY RESIN BY HILTY q (TYP.) NEW 4" CONCRETE SUM (SEE SUM SPECS VA1�OR BARRIER DOUBLE COMPACTED W.W.M. A LL VAPOR BARRIER: #5 CONT. VAPOR RETARDER CONSISTING OF 6 MIL MIN. POLYETHYLENE WITH JOINTS LAPPED 6" AND SEALED, INSTALLED UNDERNEATH THE SLAM K'1'SECTION DRILL & EPDXY J W W Cr) zw< Lu 0 VJ LU Im W � W CO 0_ _ O0 SOIL STATEMENT SEE DWG. A1.0 FOR ARCHITECT'S SOIL STATEMENT. SITE INVESTIGATION CONTRACTOR IS TO NOTIFY OWNER AND ARCHITECT AND AWAIT RESPONSE PRIOR TO CONTINUATION OF WORK. #5 VERT. NEW 8"X12" CONC. COL "A". SEE COL/ SCHEDULE # 5 DOWEL MARS, EXIST. 4" CONCRETE 6" EMBEDDED INTO EXISTING CONC. SLAB TO REMAIN FTG. W/ HIT HY 150 EPDXY RESIN BY HILTI Scale: 1"=V-0" 16" 24" i EXIST. MF -16 FTG. SEAL: +w � • f � � '3' Mark A'ytltrmin AR �Ot�133M0 Richard K.' ,)ones,'' AIA . AR 0015755 SHEET TITLE: FOUNDATION PLAN Job No. Drawing No. 2007 –JONES RESIDENCE Drawn By: RKJ S2.0 Date Fluted: 04/15/2008 Sole: (VARIES –SEE DRAWING) ct�� AIA . AR 0015755 SHEET TITLE: FOUNDATION PLAN Job No. Drawing No. 2007 –JONES RESIDENCE Drawn By: RKJ S2.0 Date Fluted: 04/15/2008 Sole: (VARIES –SEE DRAWING)