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10-1035-028181 -411 E L 81 -011 L Ql -011 26 P.C. - SHEARWALL #2 PILE CAP SCALE: 114"=V-011 DEPTH =12" 010 69 "c /c T. 4 5. EW. (T) DENOTES TEN51ON PiLE 0 � SHEARWALL ELEVATION � 6 SCALE: 1/4 " =I' -0" S K*AiVA EL. 351 -6" L 1 SHEARWALL ELEVATION 0 SCALE: I 14" =I' -01' R R R r3� SHEARWALL *2 -PLAN VIEW 6.60 SCALE: 1/411=11-011 C 301 -0" #4 tv6 "c /c (VERT.) 04 66 "c /c (VERT.) r 11 5 1 b0F B w *S o6 "G /G E1= 3' -0" 6 81 -011 1 41 -011 41-011 81 -011 (8)+8 49 1c16 No) V 612 "c c 8) % 612 "c% W % 612"c/c, (16) #8 012 "c% g SHEAR ALL 18 � I 6 1 b0F SHEARWALL #1 - PLAN VIEW 6.60 SCALE: 11411=11-011 SHEARWALL SPLICING VERTICAL REINFORCING CENTER TO CENTER) BAR - SPACING GREATER THAN 3db F113AR 4,000 PSI UW PSI 6.000 PSI 7tA00 PSI 8000 PSI 9,000 PSI 10000 PSI 04 25 (in) 22 (in) 20 (in) IS (in) 11 lint 16 lint 16 (in) 05 31 (in) 28 (in) 25 (in) 23 (in) 22 (in.) 21 (in) 20 (in) % 31 (in) 33 (inJ 30 (inJ 28 (in) 26 lint 25 lint 23 (inJ 01 54 (in) 48 (in) 44 (in) 41 (In) 38 (in.) 36 (inJ 34 (inJ +'8 62 (in) 55 (in) "' E70 (inJ 41 (in) 44 (in) 41 (in) 35 (in) 49 69 (in) 62 (in) 51 (in) 52 (in) 49 (inJ 46 (in) 44 (in) X10 11 (in) 615 (in) 64 lint 58 (in) 55 (inJ 51 (in) 49 lint 'll 85 (Tn.) 16 (inJ 69 (in.) 64 (in) 60 (inJ 51 (in) 54 (in) 08 Well: I SHEARWALL SPLICING VERTICAL REINFORCING (CENTER TO CENTER) BAR - SPACING < THAN 3db 1='c BAR SiZE 4,000 P& %000 PSI 6,000 PSI 7,000 PSI 8000 PSI 9,000 PSI 10,000 PSI 04 31 (in) 33 lint 30 (In.) 28 (in) 26 (in) 25 (in) 23 (in) +5 46 lint 41 (in) 38 lint 35 (in) 33 (in) 31 (in.) 29 (inJ ►6 55 (in) 50 (in) 45 (in) 42 (in) 39 (in) 31 (inJ 35 (in) �1 al (111) 12 (in) 66 (in) 61 (inJ 51 (inJ 54 (in) 51 (inJ *8 92 (in) 83 (in) 16 (in) 10 (in.) 65 (in) 62 (in) 59 (inJ +9 104 (in) 93 (in) 85 (in) 19 (in) 14 (in) 69 (inJ 66 (in) 010 116 (inJ 103 (inJ S4 (inJ 81 lint 82 (in) 11 (inJ 13 (In-) X11 121 (in) 114 (inJ 104 (inJ 96 (inJ 90 (in) 85 (in) =W(In) Ahki BERMELLO AJAMIL & PARTNERS,' IN . -f.r Fitectur -Engineering Planning, Interor Desigl Lai)dscape Architecture ,tea - 260`1 �1-outh E2ryc we Drive 10tVIQ6r Miami, Florida 33133 (305) 859 -2050 Fax (305) 86 T00 a. fl� 1 PLANNING ARCHITECT. rid E I f N WILMO i SA AR C H I T E C T U RE P L A N N I ,a G. 19310 Montgomery Arenas 301 - 500 -2900 (F 301 -590 -8130 STRUCTURAL ENGINEER: �N %INEW p �PI61JL A N E�I�i6' a ORAMON R. DONNELL PE. 0011680 i cmtisprnpu�cr7�r6u4t ■PEDRO J. DUOUESNE rmusttLR7ia&ti �❑yAIIDgAyyM.�♦ALSAISA PE 004613D p ^'. ISOIQ JWbA1th OT. t LAW FIPMCAM F ° •TAT@ OF FLOFWA - AUTXOFUATId, Na CM 7006 MEP ENGINEER: - 2121 Ponce de Leon Blvd., Suite 350, Coral Gables, FL 33134 new phone: 305.569.1692 fax: 305.569.1693 Dallas . Houston Nashville . Miami . Richmond cord project number. IT CONSULTANT: GENE BURTON &ASSOCIATES 1893 General George Patton Drive 5840 West 1 -20, Suite 150 'Tklin Tenneasee37067 Arlington Teaas76017 j h - •6(33763100 PMne:8173632486 F— .615.3763114 Fae:8173632753 WeAdte_ wsvw.gbainaxom Medical Equipmeal and CommunicadowPlannem • 1 • , ��V - s Vf r , .• 'r 22 7 64 y. ; PERMIT SET REVISIONS: • ;Ilk n ..lot .R 4p PROJECT NAME: . SMH- CLINICAL EXPANSION � n FOUNDATION PACKAGE PHASE R 1�. PROJECT ADDRESS: 7400 S.W. 62nd Ave. 0—. L 1 /:.....: 'f91 A'f SCALE: AS SHOWN DATE: 07 -W2010 DRAWN: CHECKED: BH CADD FILE: H:TNSTITIUTIONAL DRAWING TITLE: ' SHEARWALL PILE CAP AND'► DETAILS SHEET NO. x' S6m60F*"'**" +11r t ;