Loading...
05-1465-013/111111",\I 71F N N 87 -11" 1 0„ 3' -2„ 8' —g >, F1 50' -4„ F1 22' -0„ 8„ , -0„ F2 r- - WF24 L WF30 WF30 WF24 00 • • O I • �. —1 � � TC r � r I N I C21 L- --I L C N L-- - -J I ITC I r TC I� <S1S4) cv AVERS SEE ARCH. DWG. 0 I I I L 07 I I � I I I I I I C2 I _ I I I I O I I 8 "I - - -- i I i 20, -0„ 5, -0 >, I 1 o C2 I I • j I I r- -� F1 F1 f — � • - -� I I :5 � EL. -2' -6" O O _ L - - -- J TOP OF FOUND. ( I ( C. J. I -l'-6" I i I C2 I I I EL. I I I TOP OF FOUND. - - -- J I I I • - — — ITC C C r -� F I I J I. N I - - - - - -- -------.—.-- - - - - -j O F1 I 00 C I I : J- 0 col 17— _ I — - - C. J. - - j TC 13, -7" WF30 I 0 L— J r--4 —I I C � r A I L J L_____J WF24 L_____J WF24 S1 i I I I C2 1 I C2 I --r I I 7 —117 1 - - - - - - - WF24 _ 28, -6„ I I N I 14, -2„ F2 L__I _-� 14, -2„ L - --� 9?-11 1 F2 I I 00 DF I I O F 1 1 �— —� WF30 39' -1 " ITS TC f 00 o PAVERS SEE J rol ARCH. DWG. 3:1 8" I "I 19'-10" O 9' -11" 9' -11" j TS I "� 0I I I� 0) 2 -- -, I 00 I N I S WF30 1 I r I 2 S6 3 = — • L _WF30 WF30 _I . -2 I C.J. �- 10 TC F2 I - - - r - - - - -- —I t(j I I TC TC I F2 � - --� F2 L J; C ..:..I C2.........� I. O -- J F2 L F2 C r .1 .. ....... ...... .........�.. 0 811 1 TS I 8 ..........:.. of LO I •- :.:...I C2...... I TS 12'- 6 I ...... L— _......I I -1 L, 0 0 00 N TC ti 1 O L I 1— I .:I L I..:.::... � 1 c OWF30 - - - --� - I • F2 �I "'' I TC ............... W 0 0 WF30 I ..... f.. • ..� :... I ....... C2 r °°— ._TEI.. WF30 I r WF30 - I :1 ....... HIGH C,M,U, WALL L —! _l O QO �I REINF. W/1 #5@40'0 /C, F3 F2 VERT. AND CDNC. CAP 8 'x12' REINF. W/4 #5 TIE & BEAM. WF24 I » 7, -4„ 13' -2„ 5'- 2 2 -8 21' -2" 14' -10" 7' -10" 43' -10" FOUNDATION PLAN SCALE: 1/4" = 1' -0" i •. * %OEN No ? r T; C � N C LO 0 r� (D ,E64. 1 si ss FOUNDATION & GROUND FLOOR NOTES: 1) SOIL STATEMENT: THE SOIL AT THIS SITE IS SAND & ROCK ADEQUATE TO SUPPORT A LOAD OF 2000 PSF. AFTER EXCAVATION, A SIGNED & SEALED LETTER SHALL BE SUBMITTED BY THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON. 2) TOP OF ALL CONCRETE FTGS. IS @ -1' -6" BELOW BOTTOM OF SLAB U.O.N. IN PLAN. 3) PLACE ALL CONCRETE SLABS ON 8 MIL VAPOR BARRIER OVER TERMITE TREATED, CLEAN & WELL COMPACTED FILL. C/) w 0 z U 0 w 4) ® DENOTES 8" MASONRY BEARING WALL REINFORCED W/ #6 @32" FOR ZONE 4 AND W/ #6 @16" FOR ZONE 5 VERTICAL BARS IN FULLY GROUTED BLOCK CELL & NO.9 GALV. LADDER TYPE HORIZ. JOINT REINFORCEMENT ©16" O.C. (ALTERNATE JOINTS) 5) DENOTES WINDOW OPENING IN 8" CMU WALL. PROVIDE 2 # 6 ON EA. SIDE OF OPENING UP TO 5' -6" AND TC1 FOR OPENING GREATER THAN 5' -6" 6) T.E. DENOTES 8X8 CONRETE THICKENED+ SLAB EDGE W/1#5 BOTT. CONT. 7) C.J - -- . = CONCSTRUCTION JOINT �--� MAX. POUR = 625 S.F. 1TI ai SEE DETAIL 4 ON SHEET S -4. V 1, 2, 3..... = SECTION MARK # --- -- ; A, B, C..... = DETAIL MARK (LETTER) DIRECTION OF SECTION SHEET ON WHICH SECTION/ ;- DETAIL IS SHOWN SHEET ON WHICH SECTION/ ^^ 1 M. H ajiar & Associates Inc. MOHAMMAD HAJJAR,P.E. EB 8373 — PE 40187 -2750 Douglas Road Suite 200, Miami, Florida 33133 Tel. (305)445 -2399 Fax. (305)445 -2219 PEM OD PHKW CA o DATE 7f" R JOB NO. 20Qi•09 I*AVIN BY Bata AM IM Na IL ELAM S -1