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08-471-017— _ — TYP. 16" X 16" '0' BLOCK COL. I LO (4) #6 B, #3 TIES 0 8' I J S SAWCUT AND REMOVE BLOCK - BELOW EXISTING WINDOW AND PREP FOR NEW DOOR. INSTALL TIE COLUMN EACH SIDE. —BLOCK IN EXISTING BATHROOM WINDOW INSTALL NEW TIE COLUMN INSTALL NEW TIE COLUMN AT LOCATION OF NEW WALL AT LOCATION OF NEW WALL Lh F_-_ 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 EPDXY DOWEL 6" INTO TIE BEAM AND SAW CUT AND REMOVE 5'-0" OF AND PREP FOR INSTALLATION OF NEW FOUNDATION. a SCUPPERS PARAPET DOOR. INSTALL TIE COLUMN EACH WALL BELOW EXISTING WINDOW. z ABOVE " SIDE. EXISTING WINDOW TO BE INSTALL NEW TIE COLUMNS. 21-2" X FILLED IN W/ DRYWALL EXTEND EXISTING WALL TO TOP OF EXISTING WINDOW TO BE EXISTING 16" WIDE 3'-0" 4'-p" NEW PARAPET. NI FILLED IN W/ DRYWALL FOOTING BELOW __ _._._._______ _ _ ----_ __-- \1117 371, e� _ A rj 11 1 1 J o MF -20 I - I 1 I I I I F-3 I I I ``' _ I'1 UNDER F-4 U) r n I I EPDXY DOWEL 6" INTO EXIST. I INSTALL NEW TIE COLUMNS AT I I EXIST. I (1 - - FOUNDATION @ 1a" O.C. I INTERSECTION OF NEW BEAM I I I I I (3}4 - L - J 15'-1" I WITH EXISTING WALL.r E -TSE- EXISTING CONCRETE 1 ;o I N BEAM ABOVE I I COLUMN EXISTING DOOR TO BE I I I I o I I I 2 1 r * FILLED IN W/ DRYWALL ( I I o - - -1 1 0 3 STL. COL. 5 r- -I 3" STL. COL. I I I T S5.0 I I _ a a I I I I I I I BEAM ABOVE CN J 0 loI '�' I 4 F-4 4'-1 w F-4 NI I I s5.a I I T (3)f4 L- J I I I I e a 3 -0 1 I 1 •" 1 v 4 12" T X 6' CIA 1 I o I—I— -TSE I N F 2„ 2„ I I I I N 7 V1711I 1L J 5. 9" 1 _- - 1 I PARAPET WALL EXTENDS I I I ' ■I J ( � MF 24 - - 12" ON TOP OF BEAM BEAM CANTALEVERED - r J i; V-4" �F_24 .:.:.. ✓: - - I ABOVE BOT. a'-0" �-y �- 27- � - i I,� #4 ® 12"T X 6' 1 6" THICK NET CONCRETE WALL F-3 F-3 I o •: oo _ QUAD -LOCK, #4 @ a" VERT. 4'-4" 5'-2" 4'-1" ► I J L:.. I v r i i CN J3 @ 12" HOR. I- • 1 -6 ` 5'--711 "D 1 #4 @ 12 T X 6 x x 1 3 55.0 5lo 5.0so C-4 :,r. L.. -.- - __ I- 0)#4 MF -20---- -L_ 6" THICK NET CONCRETE WALL ga • ° • .' . ,, . I ; QUAD -LOCK, #4 ® a" VERT. #3 @ 12" HOR.I I I � - J 7 L - - J 2 6" THICK NET CONCRETE WALL QUAD -LOCK, #4 0 a" VERT. 8'-4" S5.0 F-4 10'-2" S5.0 F-4 #3 @ 12" HOR. Ilk Ilk 34,-9„ „ a FOUNDATION PLAN 1 /4"=1'-0" —J R z X •eof+ Use V goes• goo V V V Y W VV V t7 V fi o s V 0 .see. LEGEND ` ` ` W CCtTRAN 0 SYMBOL DENOTES u u fret/ • �V. + • • NEW 6" THICK NE' CON RET •• • V J V • u I WALL - QUAD -LOCK SYSTEM •••• •••VY •V ••fig EXISTING 8" CALL ,• DO NOT DISTURBfA • FILLED CELL IN EXISTING WALL CONTRACTOR TO CHECK FOR MIAMI 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 STRUCTURAL WALL DESIGN 1 CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS I CAD PRODUCTION CALLOUT CONSULTANT/ NOTES WALL THICKNESS VERTICAL REINF. SIZE ALFREDO;ARTEAGA(JR & BLOCK 8 B 5 @ 32 ASSOC ATA S, u flRP. 850 WEST'at�15TR O Z— SPACING OF VERT. HIALEAN", 14ORIDA,` t 3 REINF. IN INCHES TEL•. 05-�a' IS 7 STRU,CTl1^RL''RAG��EN GI N NOTE: FLA,QNO 330M PROVIDE 1 #5 AT EACH SIDE OF ALL OPENINGS V.0,N. + � ` "• • ' t. AND WALL INTERSECTIONS. ALSO No. 9 LADDER TYPE HORIZONTAL REINFORCING 16" O.C. LAP 6" AT SPLICES APPROVALS/REVISIONS DATE enln C nRNFRq SOIL STATEMENT SEE DWG. A1.0 FOR ARCHITECT'S SOIL STATEMENT. Y SITE INVESTIGATION Z 0 6" THICK NET CONCRETE WALL BEFORE BIDDING, CONTRACTOR SHOULD VISIT O THE SITE TO INVESTIGATE THE EXISTING M CONDITIONS AND TO ANALYZE THE NATURE QUAD -LOCK, #4 ® a" VERT. AND EXTENT OF THE WORK TO BE PERFORMED. 2. CONTRACTOR'S WORK INVOLVES EXISTING #3 @ 12" HOR. BUILDING SYSTEMS AND FACILITIES. 3. SLIGHT VARIATION OF ROUTING AND CONSTRUCTION SHOULD BE ANTICIPATED BY Z THE CONTRACTOR IN ORDER TO AVOID < CONFLICTS WITH EXISTING INSTALLATION AND W O� THE INSTALLATION OF OTHER TRADES. 19'-2" THESE VARIATIONS ARE INCLUDED IN 2'-3° 7'-0" CONTRACTOR'S SCOPE OF WORK, AND NO � ADDITIONAL COST TO CONTRACTOR'S BID Z SHALL BE AUTHORIZED. 5. IF CONTRACTOR IDENTIFIES ANY 2 DESCREPANCIES IN THE FIELD, CONTRACTOR 7 F-5 6 IS TO NOTIFY OWNER AND ARCHITECT AND X AWAIT RESPONSE PRIOR TO CONTINUATION OF Lu WORK. 0U) --J_-- __-------1---- —t -- 0LO:E C-0 �i © F7---- L MF -20 _J x L_____J © 1 #40 12"TX 6' ~ I C �1 EPDXY DOWEL 6" INTO EXIST. #4 0 12" T X 6'!; I `` a FOUNDATION 0 1 a" O.C. Lu • I I • S SAWCUT AND REMOVE BLOCK - BELOW EXISTING WINDOW AND PREP FOR NEW DOOR. INSTALL TIE COLUMN EACH SIDE. —BLOCK IN EXISTING BATHROOM WINDOW INSTALL NEW TIE COLUMN INSTALL NEW TIE COLUMN AT LOCATION OF NEW WALL AT LOCATION OF NEW WALL Lh F_-_ 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 EPDXY DOWEL 6" INTO TIE BEAM AND SAW CUT AND REMOVE 5'-0" OF AND PREP FOR INSTALLATION OF NEW FOUNDATION. a SCUPPERS PARAPET DOOR. INSTALL TIE COLUMN EACH WALL BELOW EXISTING WINDOW. z ABOVE " SIDE. EXISTING WINDOW TO BE INSTALL NEW TIE COLUMNS. 21-2" X FILLED IN W/ DRYWALL EXTEND EXISTING WALL TO TOP OF EXISTING WINDOW TO BE EXISTING 16" WIDE 3'-0" 4'-p" NEW PARAPET. NI FILLED IN W/ DRYWALL FOOTING BELOW __ _._._._______ _ _ ----_ __-- \1117 371, e� _ A rj 11 1 1 J o MF -20 I - I 1 I I I I F-3 I I I ``' _ I'1 UNDER F-4 U) r n I I EPDXY DOWEL 6" INTO EXIST. I INSTALL NEW TIE COLUMNS AT I I EXIST. I (1 - - FOUNDATION @ 1a" O.C. I INTERSECTION OF NEW BEAM I I I I I (3}4 - L - J 15'-1" I WITH EXISTING WALL.r E -TSE- EXISTING CONCRETE 1 ;o I N BEAM ABOVE I I COLUMN EXISTING DOOR TO BE I I I I o I I I 2 1 r * FILLED IN W/ DRYWALL ( I I o - - -1 1 0 3 STL. COL. 5 r- -I 3" STL. COL. I I I T S5.0 I I _ a a I I I I I I I BEAM ABOVE CN J 0 loI '�' I 4 F-4 4'-1 w F-4 NI I I s5.a I I T (3)f4 L- J I I I I e a 3 -0 1 I 1 •" 1 v 4 12" T X 6' CIA 1 I o I—I— -TSE I N F 2„ 2„ I I I I N 7 V1711I 1L J 5. 9" 1 _- - 1 I PARAPET WALL EXTENDS I I I ' ■I J ( � MF 24 - - 12" ON TOP OF BEAM BEAM CANTALEVERED - r J i; V-4" �F_24 .:.:.. ✓: - - I ABOVE BOT. a'-0" �-y �- 27- � - i I,� #4 ® 12"T X 6' 1 6" THICK NET CONCRETE WALL F-3 F-3 I o •: oo _ QUAD -LOCK, #4 @ a" VERT. 4'-4" 5'-2" 4'-1" ► I J L:.. I v r i i CN J3 @ 12" HOR. I- • 1 -6 ` 5'--711 "D 1 #4 @ 12 T X 6 x x 1 3 55.0 5lo 5.0so C-4 :,r. L.. -.- - __ I- 0)#4 MF -20---- -L_ 6" THICK NET CONCRETE WALL ga • ° • .' . ,, . I ; QUAD -LOCK, #4 ® a" VERT. #3 @ 12" HOR.I I I � - J 7 L - - J 2 6" THICK NET CONCRETE WALL QUAD -LOCK, #4 0 a" VERT. 8'-4" S5.0 F-4 10'-2" S5.0 F-4 #3 @ 12" HOR. Ilk Ilk 34,-9„ „ a FOUNDATION PLAN 1 /4"=1'-0" —J R z X •eof+ Use V goes• goo V V V Y W VV V t7 V fi o s V 0 .see. LEGEND ` ` ` W CCtTRAN 0 SYMBOL DENOTES u u fret/ • �V. + • • NEW 6" THICK NE' CON RET •• • V J V • u I WALL - QUAD -LOCK SYSTEM •••• •••VY •V ••fig EXISTING 8" CALL ,• DO NOT DISTURBfA • FILLED CELL IN EXISTING WALL CONTRACTOR TO CHECK FOR MIAMI 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 STRUCTURAL WALL DESIGN 1 CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS I CAD PRODUCTION CALLOUT CONSULTANT/ NOTES WALL THICKNESS VERTICAL REINF. SIZE ALFREDO;ARTEAGA(JR & BLOCK 8 B 5 @ 32 ASSOC ATA S, u flRP. 850 WEST'at�15TR O Z— SPACING OF VERT. HIALEAN", 14ORIDA,` t 3 REINF. IN INCHES TEL•. 05-�a' IS 7 STRU,CTl1^RL''RAG��EN GI N NOTE: FLA,QNO 330M PROVIDE 1 #5 AT EACH SIDE OF ALL OPENINGS V.0,N. + � ` "• • ' t. AND WALL INTERSECTIONS. ALSO No. 9 LADDER TYPE HORIZONTAL REINFORCING 16" O.C. LAP 6" AT SPLICES APPROVALS/REVISIONS DATE enln C nRNFRq SOIL STATEMENT SEE DWG. A1.0 FOR ARCHITECT'S SOIL STATEMENT. Y SITE INVESTIGATION Z 0 1. BEFORE BIDDING, CONTRACTOR SHOULD VISIT O THE SITE TO INVESTIGATE THE EXISTING M CONDITIONS AND TO ANALYZE THE NATURE AND EXTENT OF THE WORK TO BE PERFORMED. 2. CONTRACTOR'S WORK INVOLVES EXISTING r BUILDING SYSTEMS AND FACILITIES. 3. SLIGHT VARIATION OF ROUTING AND CONSTRUCTION SHOULD BE ANTICIPATED BY Z THE CONTRACTOR IN ORDER TO AVOID < CONFLICTS WITH EXISTING INSTALLATION AND W O� THE INSTALLATION OF OTHER TRADES. 4. THESE VARIATIONS ARE INCLUDED IN oo. CONTRACTOR'S SCOPE OF WORK, AND NO � ADDITIONAL COST TO CONTRACTOR'S BID Z SHALL BE AUTHORIZED. 5. IF CONTRACTOR IDENTIFIES ANY < DESCREPANCIES IN THE FIELD, CONTRACTOR LL IS TO NOTIFY OWNER AND ARCHITECT AND X AWAIT RESPONSE PRIOR TO CONTINUATION OF Lu WORK. 16" X 16" 10' BLOCK COLUMN (4) #6 VERT. #3 TIES 0 a" IFA SEAL: L1J Z 0 r. C) O W M 04/15/2008 Scale: W " 16" X 16" 10' BLOCK COLUMN (4) #6 VERT. #3 TIES 0 a" IFA SEAL: L1J Z 2007 — JONES RESIDENCE r. C) O W M 04/15/2008 Scale: W r ❑ M Z W < rr� V) W O� I- p W oo. = � Z J � /) < _ LL �J Z • W 0U) Cfl 0LO:E C-0 © 463sP � In v Mark A Coltroin AR 0013380 Richard K. Jones, AIA AR 0015755 SHEET TITLE: FOUNDATION PLAN Job No. Drawing No. 2007 — JONES RESIDENCE r. Drawn My: RKJ O Date Platted: ■ 04/15/2008 Scale: (VARIES — SEE DRAWING)* ,