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09-709-017' l• v V V v u i Y G r ***so Y♦ r "'too • r •Y c• v • c • v • ♦ r ♦ • 4 U V G yVUyW • W W U y li 4 4••'J •i♦ • • Y YVVe i V Y -O„ 3 -O„ 3,_8„ ,._411 1, -4„ ,._4.. - ,._41. 11_ A� S� -Sly 1'_4" 9'_8" _4 " - -- g _8 - - " -._ '4 Cal-all _ - ; _ 9' -10° -- 1� -411 9' -8" 1'-4I 5' -O" Y G 4 •rG V 1' -0" - 8' -4" 8' -4" 1' -4" 1' -4" 15' -8" `? - -- - - - - - -- .-- ---- - - - - -- - -- - -- - - -- W - -_. �`--- F -- - �71�- ....-- �.�.._i,. . r r . r . y V Y V • v y V V Y V V V V -8" 9' -8" 31 4.. 31_211 11_01 31_211 0 11' -O" 11' -O" 11' -O.. 11' -O" -- 11' -2° - - -_- -- 11' -0" W V y y y y y U V G 4 V V V e. T F3_0 t -- -- - 5T I ■ =1 �4 , w I ST ST I ■ I ■ 1 ST �9 I ■ I 5t I ■ I ST St I ■ tom_ - - - -: - - - - ( - - _ fi.E -_ - - -IF3.0 .. _y • G 1 _ 1 _ 1 5T 5T 5T ST _ 1 _ 1 _ 1 I r F3. F3.0 I r F3.O i'3_C� x'3.0 I ■ ( ST �q , ■ I 5t , ■ I ST ST , ■ I _� (oil i - • j , ■ j s -5 i L F.ox>�.o F2.0 F2.0 F2.O F2.0 I I I I I ��-- -- SEE tO WI Q - �., c%+ I �' "� ARCHITECTURAL cp I N T .fl 611 I o b" Z I I Z �I Iry = DRAWINGS _ I _ C J - bl C (� FOR HEIGHT 4 �' ST ST 1 5T 5T b I G J Q�I I.0 SEE ARCHITECTURAL I~ I F2.OU�2.0� OF2.00FZ.o I -� � I (� � OF GMU WALL --r " N G J. G.J. I 1 DRAWINGS FOR S -6 I I I r I= I r I 14' -D" I 4 4_ I I I ,� HEIGHT OF GMU WALL - I I ■■ J 0 i■ J I ■ I TB -8 EL. + V-2114 " TB -b EL. + 3' -b" NOTE TO GONTf�AGTOF�: - ALL FIELD DIMENSIONS /ELEVATIONS MUST BE FIELD - VERIFIED BY CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. IF THERE IS A DISCREPANCY, PLEASE CONTACT THE ENGINEER OF RECORD BEFORE CONTINUING WORK. - BEFORE COMMENCING CONSTRUCTION, CONTRACTOR MUST REFER TO ARCHITECTURAL DRAWINGS TO VERIFY LOCATION AND ELEVATIONS OF WINDOW /DOOR OPENINGS. ROUGH SIZE OF OPENINGS MUST BE VERIFIED WITH MANUFACTURER. - FOR FLOOR DRAINS AND SLOPES REFER TO ARCHITECTURAL DRAWINGS. RE INI -ORGED M4509R)': 8 RM 6 24 I I I I SIZE OF REINFORCED SIZE OF CENTER TO BLOCK MASONRY BARS CENTER SPA'G. ALL REINFORCED MA50NRY WALLS SHALL BE PROVIDE WITH OB DUR -O -WALL LADDER TYPE HORIZONTAL REINFORCEMENT AT 16" O/C VERTICALLY. HORIZONTAL REINFORCEMENT MIN. OF 4" INTO ALL CONCRETE COLUMNS. 3 DENOTES ADDITIONAL VERT_ BAR IN GONG. S7 FILLED BLOCK CELL. ® DENOTES REINFORCED BLOCK WALL. C�ENEIZAL NOTES: 1.- ALL ELEVATION ARE REFERENCED TO A TOP OF SLAB ELEVATION ( +) O' -O "_ 2.- TOP OF SPREAD FOOTING ELEVATION ( -) 2' -0" TYPICAL UNLESS OTHERWISE NOTED_ 3_- PROVIDE b MIL VAPOR BARRIER OVER WELL COMPACTED FILL, IN ALL ENCLOSED AREAS. 4.- COORDINATE ALL 5LA5 DROPS AND DEPRESSIONS W/ ARCHITECTURAL AND MECHANICAL DRAWINGS_ 5.- FOR FOOTING SCHEDULE, SEE SHEET 5 -8. (6.- FOR THICKENED EDGE (T.E.) DETAIL, SEE DETAIL, SEE SHEET 5-1. 1- FOR SAW -GUT JOINT (C.J.) DETAIL, SEE SHEET 5 -1. 8_- FOR EXPANSION JOINT DETAIL, SEE SHEET S -1. 9.- FOR GENERAL STRUCTURAL NOTES SEE SHEET S -9. PRECAST STONE BEYOND - - - -- PROPERTY =� LINE -- -� - MASONRY COLUMN OF FENCE ' (BEYOND) O METAL FENCE i (MANUF_ SUBMIT SHOP DWG5.) t .4 _ I tG TC - - SEE N - - 1 RM6 t}RMb - - - - - -- - gRMro24- - - - -- - "'-- __ \ _ TC tC _ \ _ TG _ TG .__ t \ _ _ _ ._.. ARCHITECTURAL - -- - �- - _ _ co 18F21�b j4 r- -- -_3O ••-- -_ - -- - -- ,WF-1- - - -- I WF -161 --- - - - - --r -- - - - - -- _ - - - - - --r - -- TG - -- �.........,.. -_ _BRl�h24- --- lUF -24 - - - -- -__- _----_ _ ' - N DRAWINGS - -_ FOR HEIGHT F3.0 O F3.0 I r I WF 30 - c4 TG I I II I 1 OF GMU WALL -2 2 -b 4 -4 6 4 -$ ( -O b -O 4 -O ( I 18 8 O 9 O 5 -2 I '-110" - (o -4 4 -9 b' F4" 4' -9" b' -4" 2' =4" I p 1, 8 I 2 O 2' -O all 8�'�- I , all= 0 I I _� I I m ui I N I 3 , I� I UP UP I I r s -s ' I 1 I I 1 �'' I I ° I 2 I , I WF -16 f21. I I _ lua I 1 I S -5 u�l 1 ,r I S -4 I , -- S •�i 1 - -' I I i -_ - 1- -- - -- - - I- - - - - - (8R- c-7;r _ - - I G"�' I 4" REINFORCED CONIC. I I I SLAB W/ 6 "x6 " -WI.4 WI .4 W.W.M. , = I SL. DN. Il" w O O , +O' -O" m, I -- _ N I - I „ �OVER b MIL VAPOi I 1 �= I _ �- . I O TOP OF 12 , O' WF -24. 1� , �p ,_ I„ ( UP COMPACTED FILL ' I - TOP OF I I G -- o - BARRIER AND WEL _ I I CONC. SLAB 5 I , I GONG_ SLAB I Ii I TOP OF I cv' '= 1�_-, Ii I I _ I _ _ -T , I cal 1 LONG. SLAB (TYP. THROUGHOUT I ;� , __ I :,r I I I- I ( I I 1 I I -� f I O .J. F -� -I - -- �- I TG -- TG _ __�t ' -3" 4' -4" 5.0 J _ 1 - 18RMb24_1 'G j SRMto24 I - CJ.� I I - - -� - �SRMro24 _ 'N I o TG I - - - 131-211 rt I O, I I (,� G.J. UJF lro O N' - 1 _ _ �T...- ITC - c� I " -I _ rF -3o I = 1 N , _______ - �u7� -3o ________ ° I' I - '� 15' -0'p ' ' 3' -8" 20' -O" - b' -b" Q b' +_4" b' -b" 13 -2 lei-all - - - -- - I 0 10' -C� "_ &,-411 _ _ T l�0' -4" S 7 4 ._r __- - -- __ _ -- -- - _ _'Ill ���� � �j- i � TIC `- G.J. - -- - - - - -- r -- � ;, - - s -6 m ,�. - - - -- - - LUE _30_ - ._ - - -- - � "I I �--- -- - C.J. I I �- 8 624 TG S -5 I ST ° I I TGl jN tC -4" REINF RGED GONG_ I N I -- - - -- I� 1 BRT'�Ca32 rt m RM CST - - -- -Z � - - - - -- - - - - - - - cA SLAB W /�6 "x6 "- W1.4xWi.4 W .M 1- I I - -- - - -- -- - -I I O - c.�_ - _ j`V j .. OVER b IL VAPOR O I I I - - -- I F5.0 I - -' BARRIER AND WELL -' I I I I I 1 I GJ. I I ' - ( `f' I ' I - - - - -- I WF -24 ,,••, _ - -- I as W F3 .0 -`t I , e COMPA TED FILL fl I ! -- ' 2 I I 4" REINFORCED CONIC. I NI J I X3.0 �p 10 (TYP. TH . UCsHOUT) _ � - -`+� ( iL ( _ I ' I SLAB W/ b "x6 " -W1.4 WL4 W.W.M. ( - ( ' I - I� HATE m = I S -6 I 1 I - I t_ ■ 1 ' G.J. 1 - - OVER AND WEL ' ( 0 i i _____ __ ...,. ___ L -I c1J I OVER b MIL VAPO -1- I fi I 1 * I I O _ St I _ �r _ - - _ - -_I I I C.J. 8RMb32 I , -- -- -' - -- S_c} _ I I COMPACTED FILL I `r I „6 1 = I`'' ITC O 1 1 - OI I I 1 (TYP_ THROUGHOUT) - -' bl "t I�0 0 n► I I - - - - I - - -- - -- -- - -- - - -_ --) `_ , U1F -2 -- -J 6 11 I II G.J. _ I _, JI I- - - _ i C �- - - ' - S -4 - -- I m I-'"' ' b' -4_'_ 8 =4' - " 8 FII.Ox6.b 12'LO' ' t ` O Iv Ipm 0 1 I - - "� - I I- I_ - I N 1 G.J. �I - 1 I I 1' = -- I * I I * I �' `" +o' -011 I�q I I I 01 F- W30 Tom= - _ �! - .� j I TOP OF I I ml _ ;' f cA TG - WF 30 -- a"p I CONC. SLAB I 1I - `9 I 1 - 1 r II _ SRI`1b24 - r 8RM624 tC I I ' I J I 1 ._. i - G.J. •' -i I !'». - -- 31' -O 31- D 3 -O 5 8 2 -O 5--all -- 3 Oil 3 _O T-1 cp I I I GI I - -- O o 2 -O ,_ 1 1' -0" _ _ u� -3o _- .1 - J -1 � -o'� -o" 4, o, t 5' -o" _ ._.._1-�' -0° - - -_ ._ �� � _ - - - -- - ' 15' -O" 3 51 411 - S 5 I %o I 18 -O 8 - - - -- I - - - - - -- T 1 �Y _ - I O - - - " �' -o° C-1. 1_77 c . r1 A 2' -0� 0 mt I8 _ �8 - I _ts" F41 o cf) WF -24 -- 1 3.0_� - 1 WF-24 -� TG ......._ - - - - -- _ - I S DN. 2" O I - -_ - - - -- -'t I I--- -� - - -- TC - WF =30 TG _ J ---- - - - - -- tC -- BRMb24 - -- - In N T.E. 12RM�o24 T2Ri�b2� I - -- �- _ •r= r _GJ ST ST �4 O O - - -_ - �- S -7 S -7 O 12RM62r4 = - 112RM6 4 CNI -' N, __ I --b" REINFORCED _ z �I I SLAB W/ 6 "x6 " -WI 4xWL4 W_W_M_ ' p F3.4x4 i cA cW co i F3.4x4_2 1 m _ W FOUNDATION PLAN �' I OVER 6 MIL VAPOR I V2 I I uiI _ I BARRIER AND WEILL -- i I � SC: 3/I6" = 1' -O" ( - I COMPACTED FILL -- ..1 - - -_ - - Q _ I (TYP. THROUGHOUIT) - F4v0 r J _ i 3' -O" 4' -O" 4' -4" 4' -8" 4._41. 4 01 31_0 1� - 31-Q11 1._ 10 6' -4" 1 3' -8" 101 -011- O I uil - - - - ----- - 1 -oil , � _ 011 �� 1O„ 11-011 -- - - TOP OF I TOP OF 5 -6 m CONC. SLAB I CONC. SLAB ' =1 I H PRECAST SCONE I WF -24 - - - -- ._O BEYOND ( _---- ___--- -- - - -- ------- - --.e. __J - - -__ - - -. L- - -- r_ - - -- MASONRY COLUMN _ +I' -b" 8RM632 BEYOND TOP OF MASONRY -1' -8" 2' -0' 2' -0 '+ -O" -1',8" - COLUMN (BEYOND) - - - - -� f -- I' -O "� y� 11 -O" +11-011 TOP OF WALL I_ 2 SECTION SC: 3/4" = 1' -0" 1 SECTION S -1 SG: 3/4" = 1' -0" TYP. SAW -CUT JOINT DETAIL (C.J.) 5G: 3" = 1' -0" NOME- SAW-CUT AND SEAL 1/8" TO 1/4" WIDE 4 1/4 "D MIN. DEEP (SAW CUT BETWEEN (b TO 24 HOURS AFTER PLACEMENT OF SLAB) JOINT SEALING COMPOUND--- f [� EXPANSION JOINT/ MATERIAL - J EXPANSION JOINT E.J. 5C: ll %" . 1' -0" VARIES TOP OF SLAB (- )7' -4" GRADE _ TOP OF C'RADE Y.- - I I - III -I O 11 1=711 1 -1 I I ._-- - 4" CONC. SLAB 21-0" SEE PLAN DOUBLE MESH 11 III 111 _III -I I 1 -11 I- 7I 8" ­-2-0 5 CONT. THICKENED EDGE DETAIL T.E. CITY OF SOUTH {`�1?rrtl:il D'UHI.DINIG DEEPT. STRUCTURIAI L,XCTION tVI "ROVED BY:. 5C: 3/4" = 1' -0" �'01" 130TAS - Engineering, Inc. 711711 NR 12th Street, Su1te # f24 NinN, FUtl11A 3512{ F­(3053 pi -9112 MT, CIA R'iOm ►u - 1 FLTE`No. 41a�� %, • �� v ),�- Is' p'40V y* `. W L0 L 2- CONCRETE CAP. IL U 8" MASONRY TOP OF WALL ■ ` WALL 8'X8 _ GRADE 2 _ L CONCRETE CAP. �A II VIII r� VIII El IIIII IIIIIi p [V O - REINFORCED MASONRY WALL I 1- l I 117=1 I 1= 1=1 I I -� CV © A CO SEE PLAN FOR 51zE 4 4 II I l II I I I I =� vl SPACING OR REINFORCING GRADE GRADE < 0 ------ REINFORCED MA50NRY WALL _ _ _ GRADE � SEE PLAN FOR SIZE < _ - - - - III - III - III -III III - -1 I - SPACING OR REINFORCING I- III -I 11-1 711 I -I I ROVIDE 09 LADDER PROVIDE 09 LADDER - = Q, A wW TYPE. HORIZ. JNT_ W-11 I TYPE_ NORIZ_ JNT. 5" MASONRY REINF. 16" O.C. (TYP.) REINF. ,v lb" O.C. (TYP.) WALL U A 4" U W U A Y TOP OF FOOTING „; . TOP OF FOOTING w F3.0 MM W BEYOND UP 16 SEE PLAN 4 SGHEDU!_E SEE PLAN 4 SCHEDULE FOR SIZE 4 REINF. FOR 51ZE 4 REINF, 2 SECTION SC: 3/4" = 1' -0" 1 SECTION S -1 SG: 3/4" = 1' -0" TYP. SAW -CUT JOINT DETAIL (C.J.) 5G: 3" = 1' -0" NOME- SAW-CUT AND SEAL 1/8" TO 1/4" WIDE 4 1/4 "D MIN. DEEP (SAW CUT BETWEEN (b TO 24 HOURS AFTER PLACEMENT OF SLAB) JOINT SEALING COMPOUND--- f [� EXPANSION JOINT/ MATERIAL - J EXPANSION JOINT E.J. 5C: ll %" . 1' -0" VARIES TOP OF SLAB (- )7' -4" GRADE _ TOP OF C'RADE Y.- - I I - III -I O 11 1=711 1 -1 I I ._-- - 4" CONC. SLAB 21-0" SEE PLAN DOUBLE MESH 11 III 111 _III -I I 1 -11 I- 7I 8" ­-2-0 5 CONT. THICKENED EDGE DETAIL T.E. CITY OF SOUTH {`�1?rrtl:il D'UHI.DINIG DEEPT. STRUCTURIAI L,XCTION tVI "ROVED BY:. 5C: 3/4" = 1' -0" �'01" 130TAS - Engineering, Inc. 711711 NR 12th Street, Su1te # f24 NinN, FUtl11A 3512{ F­(3053 pi -9112 MT, CIA R'iOm ►u - 1 FLTE`No. 41a�� %, • �� v ),�- Is' p'40V y* `. W L0 L IL U 0 0 L r� G p [V O CV © A CO CL u vl O J w L.L 0 Q, A wW A Q w P 0 A U A U W U A w MM W Date: Drawn: Checked: N.C./J.M.R. Proj. No.: Cad File: JOSE M. REQUEJO FL. RA. 15570 S-1 ia.w•-