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07-685-031
NEW 4" SLAB CONCRETE MASONRY WALL NOTES ALL MASONRY WALLS CONSIST OF 8' CMU WITH GROUT FILLED CELLS AT 48' & 1 # 5.: F'm= 1500 PSI PR ❑VIDE # 8 ( 9 GAUGE ) LADDER TYPE HORZ, REINF, AT 16' ❑.C. TYP. FILL REINFORCED CELLS WITH GROUT HAVING WITH MIN. 10' SLUMP, STRENGHT F'c= 2500 PSI COMPLYING WITH ASTM C476 MAXIMUM LIFT UNBRACED 4' MAXIMUM POUR HEIGHT 10' POUR MASONRY CELLS PRIOR TO THE TIE BEAM CONCRETE POUR DROP SLAB OR BEAM SOFFIT AS READ. TO ACC❑M ❑DATE OPENING PROVIDE ADDITIONAL 2 # 5 BOT. SLAB OR AND # 3 R 9 TIES BEAM 1/' PR ❑VIDE 8' I 1 BEARING. MIN. ADD'L. 2 # 5 FOR DEPTH GREATER THAN 24' OPENING, WINDOW OR DOOR SLAB OR BEAM COORDINATE LOCATION AND GEOMETRY OF OPENING'S WITH ARCHITECTURAL DRAWINGS. WALL FRAMING AT DOOR AND WINDOW OPENINGS COL C3 EXIST. SLAB —x — x— x— x —x —x —x i it I Iiiil 0 0 to o I I I L- -- --I FTG F5 0 0 0 0 0 0 0 0 A SECTION )-SCALE: 3/4" = 1' -0" EXIST. FTG. REMOVE EXIST FTG. TO PLACE N EW F5 FTG. PROVIDE 8x8 CONC. COLUMN AT END AS NOTED IN PLAN ADJACENT TO OPENING. e' CMU WALL WALL FOOTING SEE PLAN — WALL FTG. REINF. . AS NOTED ON PLAN SOILS STATEMENT BASED UPON VISUAL INSPECTION, SOIL CONSIST OF CLEAN INORGANIC SANDY MATERIAL CAPABLE OF PROVIDING A SAFE SOILS BEARING CAPACITY OF 2000 PSF. AT TIME OF CONSTRUCTION, SOILS ENGINEER SHALL SUBMIT LETTER CERTIFYING SPECIFIED BEARING CAPACITY 19' -6" 0 iD N C2 r- WF16 =- I° ❑ ❑ ❑I Ir------------------ - - - --� I C1 Cl I I I I I I I I I I I I I I I I I I I I I I I. I � I I 1 I C 1 + 0' -0" TOP 4" SLAB ON I ❑ I GRADE, OVER WELL COMPACTED I I FILL (95% MAX. DENSITY) AND I I I i 6 MILL VISQUEEN, REINFORCED I I Cl W / 6 X 6 W1.4 X W1.4 W.W.F I I I (D I I co I I LL- I I 3I I LL- I I I I I I I I I I I I C1 I I I I I 1 - I I I I 0i I ❑I I I I I I I 15' -6" I I I I I I I F3 I I I I - -� WF1 6 -9 L, I I I I I I EXIST. FTG. I I I I I I I I I I I I I Cl I I I I I I I I ■ I I I EXISTING I I I I CONC. COL. I I I I NEW WINDOW ■ TO REMAIN I I Cl I I SEE S2 FOR I I I I REQUIREMENTS EXIST. FTG. I I I I I I I I I I I I I ■ I I I I I I Cl EXISTING SLAB I I I I I I I I I I I I I I I I Cl I I I NEW SLAB I I EXIST. FTG. EX ST NGG r L----------------------------------------- - - - - -- - -J 11y L------------------------------------------ - - - - -- 1 - -- — Cl Cl Cl WF16 1 # 5 X 6' WITH 90 BENT FOR EACH REBAR IN WALL FTG. PLAN: CORNER REINFORCING FOR WALL FOOTINGS FOUNDATION & GROUND FLOOR PLAN 3/16 99 = 1 ' -0" FOOTING SCHEDULE MARK f -1 TYPE BOT. ---------- - - - - -- I C3 8" X 8" CONT. 1 # 5 CONT. I WF16 I ❑ ❑ C3 I I F3 I I I I --------- - - - - --L 3' -0" X 3' -0" X 16" I I F5 I �- 6 # 5 E.W. #3 ©8 TYPE 11 I ❑ I 0 L� r� Cl Cl - - -J Cl ❑ GROUT FILLED CELL & 1 # 5 CD � oD N D r / I° I I I W (V I I REMOVE EXISTING FTG. 1 I I 15' -6" I I I AND PLACE NEW FTG ° I I ° REMOVE & REPLACE I I I C3 I I � EXISTING SLAB AS REQD. I I I I I FS F5 i -- i - - - - - -- EXIST_ FrG_�_ c4 ____ ENCLOSE DOOR I ❑ I 1 ❑ ❑ ❑ ❑ OPENING WITH 8" CMU I I I I L- I 'C3 C3 I - - - -- ----- -- - - - - - -- Cl I I I I ° ° ° ° I EXISTING WALL I I I I I I EXIST. FTG. I I I I I I I I I I I I I Cl I I I I I I I I ■ I I I EXISTING I I I I CONC. COL. I I I I NEW WINDOW ■ TO REMAIN I I Cl I I SEE S2 FOR I I I I REQUIREMENTS EXIST. FTG. I I I I I I I I I I I I I ■ I I I I I I Cl EXISTING SLAB I I I I I I I I I I I I I I I I Cl I I I NEW SLAB I I EXIST. FTG. EX ST NGG r L----------------------------------------- - - - - -- - -J 11y L------------------------------------------ - - - - -- 1 - -- — Cl Cl Cl WF16 1 # 5 X 6' WITH 90 BENT FOR EACH REBAR IN WALL FTG. PLAN: CORNER REINFORCING FOR WALL FOOTINGS FOUNDATION & GROUND FLOOR PLAN 3/16 99 = 1 ' -0" FOOTING SCHEDULE MARK SIZE REINFORCING TYPE BOT. TOP TE 8" X 8" CONT. 1 # 5 CONT. 8 X 8 WF16 16" X 12" CONT. 3 # 5 CONT C2 8 X 16 4# 6 # 3@ 8 TYPE 1 F3 3' -0" X 3' -0" X 16" 4 # 5 E. W. # 3 p 8 F5 5' -0" X5' -0" X 30" 6 # 5 E. W. 6 # 5 E.W. NOTES: PLACE FOOTINS 8" BELOW GRADE TO BE REMOVED ARCH 1 EXISTING SLAB N R OVE EXIST FTG.. TO AD NEW FTG. R OVE & REPLACE E STING SLAB AS REQD. EXISTING LOAD BEARING WALL RO REMAIN CONCRETE COLUMN SCHEDULE MARK SIZE REINFORCING TYPE B" X H" VERTICAL TIES Cl 8 X 8 2 #6 #3 ®8 TYPE C2 8 X 16 4# 6 # 3@ 8 TYPE 1 C3 S X 12 4# 5 # 3 p 8 TYPE 1 C4 8X24 6 #5 #3 ©8 TYPE Q 0 i i Q W ❑ GROUT FILLED CELL & 1 # 5 CD 1`� MASONRY WALL ma # 3 ® 8 HOOK TYPE 1 TYPE 2 COMBINED ENGINEERING SCIENCES CARLOS ENSEnTk j3E ,325§6 CERTIFICAT5 O,'F "•A16JT,40 )AMON 1214 SW 12 GT .... .'. 0 . MIAMI, Fll. 3 `1 gyp, ` , 4. ( 305 )s 8�1?- 634��,2U, S r• , NEW WINDOW SEE S2 FOR REQUIREMENTS No, 9108 J V •I. J ,7 a SHEET 53 OC J u-_ O LL- � N Q Q 0 Q W z CD � Lu r / W W (V J V •I. J ,7 a SHEET 53