Laserfiche WebLink
00 <br />CONT. CONCRETE —FILLED CONT. CONCRETE —FILLED CONT. CONCRETE —FILLED <br />(TAMPED SOLID) 'U' BLOCK 11 (TAMPED SOLID) 'U' BLOCK II.. <br />I.I ° (TAMPED SOLID) 'U' BLOCK <br />COURSE W/ (1) #5 CONT. ° II COURSE W/ (1) #5 CONT. I II COURSE W/ (1) #5 CONT. <br />LAP SPLICES MIN. 25" TYP. LAP SPLICES MIN. 25" TYP. LAP SPLICES MIN. 25" TYP. <br />�I Il • li . <br />TYP. EXTERIOR SIDE: TYP. EXTERIOR SIDE: II' <br />FINISH W. STUCCO TO MATCH FINISH W. STUCCO TO MATCH <br />(1) #5 VERT. REBAR IN CONC.— .II (1) #5 VERT. REBAR IN CONC.— all. EXISTING MASONRY WALL. EXISTING MASONRY WALL. Ij (1) #5 VERT. REBAR IN CONC.— <br />z FILLED CELL (SEE FLOOR PLAN or I.I z FILLED CELL (SEE FLOOR PLAN or ° II . INSTALL PER ASTM C-926 INSTALL PER ASTM C-926 I FILLED CELL (SEE FLOOR PLAN or <br />v FOUNDATION PLAN FOR REQUIRED c~n FOUNDATION PLAN FOR REQUIRED TYP. TYP. FOUNDATION PLAN FOR REQUIRED <br />w LOCATIONS. LAP REBAR MIN. 25" II• w LOCATIONS. LAP REBAR MIN. 25" ,II II ° LOCATIONS. LAP REBAR MIN. 25" <br />_ ® SPLICES TYP. II. _ @ SPLICES TYP. II' °II CO? SPLICES TYP. <br />a <br />M NEW 8x8x16 MASONRY UNITS NEW 8x8x16 MASONRY UNITS • NEW 8x8x16 MASONRY UNITS <br />PAINT FINISH BOTH SIDES �I.. PAINT FINISH INTERIOR SIDE II PAINT FINISH INTERIOR SIDE <br />00 (THIS LOCATION ONLY) °I I. 00 ONLY • i I .I j ONLY <br />G co I 4 <br />SAW —CUT EXIST. CONCRETE <br />SLAB THIS AREA FOR NEW J NEW MIN. 6" THICK 3,OOOpsi d4 NEW MIN. 4" THICK 3,OOOpsi I I ° NEW MIN. 6" THICK 3,OOOpsi <br />REQUIRED CONT. CONC. FTG. :I I. CONCRETE W/ 10 / 10 6x6 W.W.F. I CONCRETEWALK W/ FIBERCRETE I CONCRETE W/ 10 / 10 6x6 W.W.F. <br />AND FIBERCRETE REINFORCING. 1T REINFORCING. EXISTING SURFACE 14 AND FIBERCRETE REINFORCING. <br />EXISTING CONCRETE I EXISTING CONCRETE TOP OF NEW SLAB TO MATCH 41 1 TOP OF NEW SLAB TO MATCH GRAVEL TO REMAIN z 1 1, TOP OF NEW SLAB TO MATCH <br />SLAB TO REMAIN I SLAB TO REMAIN TOP EXISTING CONCRETE SLAB ILI R TOP EXISTING CONCRETE SLAB I TOP EXISTING CONCRETE SLAB <br />ELEVATION (TYP.) Im <br />ELEVATION (TYP.) I. ELEVATION (TYP.) <br />II <br />\\\\\\\ I \\\\\\\\\\\\\\\ //\ ///\\\�,\\\\\44 <br />\ e <br />•e \ \ \ \ I / /\/ \\ / \ • I I / \ \\ \\ a • \ \ \ \ \ \ <br />//j/j/j/j///j/j •. � I! i /j/j/j/j/j/j/j� // <br />/�\/�\/�\/�\/�\/�\/\\/ • _ J ° /\ /\\/\\/�\��\��\��\��\�� !�\i.\\\\�\i\\� \\ \ Via, /\\\�\���\\i�\\!\� \ <br />\ %\\ \\\//\ <br />NEW CONT. MIN. 1'-4" wide—.///�/\ <br />x 1 —8 high CONC. FTG. <br />NEW CONT. MIN. 1'-8" wide NEW CONT. MIN. 1'-8" wide <br />W/ (2) #5 s CONT. LAP 1 —4 1 —8 1 —8 <br />SPLICES MIN. 25" TYP. MIN. x 1'-8" high CONC. FTG. MIN. MIN. x 1'-8" high CONC. FTG. <br />W/ (3) #5's CONT. LAP W/ (3) #5's CONT. LAP <br />3'-0" SPLICES MIN. 25" TYP. SPLICES MIN. 25" TYP. <br />01 <br />M. <br />WALL SECTION-' A 9 WALL SECTION 9 B <br />' WALL SECTION ' c <br />7 <br />SCALE 3/4" = 1'-0" SCALE 3/4" 1' = —0' SCALE 3/4" = 1'-0" <br />00 <br />RISK CLASSIFICATION: II <br />BUILDING CLASSIFICATION: II <br />BASIC WIND SPEED: 140 m.p.h. <br />WIND IMPORTANCE FACTOR: 1 <br />WIND EXPOSURE: C <br />WALL SECTIONS <br />© COPYRIGHT, <br />2017 <br />H. THAYER HERSOM, <br />ARCHITECT <br />AND ASSIGNED OTHERS. NO <br />UNAUTHORIZED USE <br />OF ANY <br />PART OR ENTIRE DRAWING <br />AS <br />PRINTED ON THIS SHEET. <br />o <br />UIn <br />N <br />U <br />w <br />0 <br />v <br />�— <br />E <br />= <br />Q <br />E <br />U <br />J <br />O <br />� <br />r <br />LL <br />L <br />C`I <br />i <br />L <br />T <br />L <br />O> <br />w <br />(,()ry <br />ry0cy) <br />wLLJ <br />0 <br />Iwo° <br />Lu <br />�o0) <br />Q <br />~ <br />II <br />M <br />C <br />cV <br />I¢- <br />af <br />w <br />c`� <br />x <br />� <br />O <br />(5 <br />z <br />w <br />rx <br />a <br />r <br />O <br />pj <br />r <br />r <br />U <br />0 <br />o <br />W <br />E <br />d <br />N <br />1E1 <br />r� <br />w <br />w <br />� <br />z <br />C\2 <br />co <br />to <br />C4 <br />p.� N <br />LO <br />� U <br />oM CD0rn <br />L0 n00 <br />U <br />c� rn <br />LO <br />o ,n <br />Q� <br />U <br />�o00 <br />THESE CONSTRUCTION <br />DOCUMENTS <br />HAVE BEEN PREPARED <br />BY <br />H. THAYER HERSOM, ARCHITECT <br />(FL. AR10528) AND ARE HEREBY <br />CERTIFIED TO COMPLY <br />WITH ALL <br />APPLICABLE SECTIONS <br />OF THE <br />FLORIDA BUILDING <br />CODE, <br />5th <br />EDITION (2014). <br />I <br />v <br />I <br />11 <br />1�11I <br />17052 <br />10/17/17 <br />SHEET <br />A-A-33 <br />