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CC-09-1198_Plans
I LMU Englooering, 1_L- C 8' -4" 8' -4" 1 9460 SW 2nd STRE2T - PEMBROKE PINES, FL 33029 T.305.804.881$ ' F.954.447.5162 I IuIloa @I n eering.cam C�►#47403 10" it 3� (2) 3/8" 0 GALVANIZED SELF 1 "x2 "x1/8 "ALUMINUM 10 "x6 "x1/4" ALUMINUM PLATE TAPPING SCREWS EXIST. ALUMINUM BEAM TOP RAIL 6061 -T6 3/8" 0 THROUGH BOLT 6061'x64" ALUMINUM POST EXIST. CMU PROVIDE 4 SELF 1 "x2 "x1/8 "ALUMINUM PROVIDE STANDARD LATCH BOTH PROVIDE 4 SELF WALL TO CLOSING HINGES TOP RAIL . 6061 -T6 PROVIDE 8 SELF CLOSING HINGES GATES TOP & BOTTOM FOR CLOSING HINGES �E ® . 5 2010 SELF CLOSING LOCK (TYP) PADLOCK EACH OF 4 LOCATIONS WELDED (TYP) TYPICAL w REMAIN WELDED (TYP) WELDED (TYP) 1/8" EXIST. CMU � LUIS M. PLLOA, P.E. d WALL TO �: CIVIUSTRUCTURAL ENGINEER -- - REMAIN 1 "x 1 "x0.064" STATE OF FLORIDA LIC.# 63909 ALUMINUM RAIL CC3NSl1LTANT S 1 "x 1 "x0.064" ALUMINUM RAIL 4 "x4 "x1/4" ALUMINUM POST 6061 -T6 ALLOY 2%2"x1/8" % ALUMINUM POST 1 WITH 1 /2" Ox5" EXP. 1 %1 "x0.064" PICKETS BOLTS @ 12" O.C. @ 5" O.C. (TYP) N 0 a PROJECT co 1 "x1 "x0.064" PICKETS @ 5" O.C. MAX. _ - ARRY UNIVERSITY 2 "x2 "x 1 /8" � ALUMINUM POST WITH 1 /2" Ox5" EXP. 1 "x1 "x0.064" ALUMINUM 11300 N . E . 2nd AVE. BOLTS @ 12" O.C. CHANNEL (BOTTOM RAIL) MIAMI SHORES, FLORIDA 2 "x1 "x1/8" ALUMINUM CLIENT INFORMATION: BOTTOM RAIL 6061 -T6 (TYP) 1 "x 1 "x0.064" ALUMINUM CHANNEL GRADE ELEVATION UNITED IRON & ALUMINUM ^ It ff 3274 N.W. 38TH STREET MIAMI, FL. 33142 r i zt a 1 TYPICAL ° ISSUE DATE // , /� , /� , /� , /� , /� , /� , / , /� , /� , /� / , /� / /�, /�, /�, /�, /�, /�, �, /�, /�, /�, �, /�, /�, /�, /�, , / ISSUED 01/12/10 SECTION OF POSTS TO BE GRADE ELEVATION STANDARD LATCH / a STANDARD LATCH 1 "x2 "x1 /8" ALUMINUM i L EMBEDED IN CONCRETE MUST BE REVISION 1 02105/10 I / BOTTOM RAIL 6061 -T6 (TYP) X/ COATED WITH HEAVY - BODIED j ° a 1 X BITUMINOUS PAINT AS PER FBC / 2007 SECTION 2003.8.4.4 SECTION OF POSTS TO BE C EMBEDED IN CONCRETE MUST BE ,.1t i a / a / COATED WITH HEAVY - BODIED �'` I L () # 4 5 VERTICAL BARS N < a BITUMINOUS PAINT AS PER FBC x 2007 SECTION 2003.8.4.4 i D` #3 TIES @ 12" O.C. L / 4 5 VERTICAL BARS A , „ OX4 " { � 16 2 DEEP FOOTER i E / 117 .� a #3 TIES @ 12 O.C. 6 I / 16 X42 DEEP FOOTER 1 16 ^ 1 DOUBLE GATE DETAIL t ' TYPICAL SECTION A SCALE: 1"= 1' -0" S — 1 DOUBLE GA DET AIL DRAWN Y : PROJECT # CHECKED BY: SCALE: j LU AS NOTED DRAWING: { S -1 i I I r� i 3 I I I I 1 { 1 d 1 FEB 2 5 2010 t . �y as REVIS i I Lil c- A py 00 I Q aGUv. n, J C. - i°f9 ' o , ' (� vvoo 0 1 ovvvvc . o i Shores Village C Miam S o es I 9 ©® ao APPROVED BY DATE _ a oo3o.oa c ZONING DEPT BLDG DEPT SUBJECT "f O CGMPLIANCE WITH ALL FEDERAL STATE AND CCUN'iY RULES AND REGULATIONS 3�1 i