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13-1023-0020 CL J z 0 U U! cn W 0 0 M z w D 0 a N,/16 SCOPE OF WORK- ... 1 EXSTG,. CONCRETE DRIVEWAY TO BE REMOVED & REPLACED W/ NEW CONCRETE DRIVEWAY AS NOTED ON PLANS. 2 NEW CONCRETE RAMP TO BE INSTALLED Al FRONT ENTRANCE CONCRETE & REINFORCING STEEL" 1. CONCRETE MUST BE DESIGNED TO ACHIEVE A MINIMUN COMPRESSIVE STRENGTH OF 31000 P.S.I. IN 28 DAYS. 2. REINFORCING STEEL SHALL COMPLY WITH A.S.T.M. 615 GRADE 60, 60,000 MINIMUM YIELD STRENGTH. 3. CONCRETE GROUT SHALL BE MINIMUM 3,000 P.S.I. WITH MINIMUM SLUMP OF 8 ". r � -AVE �0TI -, I `. EXSTG. CONC. DRIVEW TO BE REMOVED & REPLACED W/ NEW 4' CONC, DRIVEWAY W/ FIBER MESH SITE PLAN 1/16)1 = 1) - 0" A X14' -3" i1'� • NEW CONC. RAMP & WALKWAY 1:12 SLOPE EXSTG. ONE STORY RES. N in PRUUUGLD BY AN AU WWU SK tUUGATIIUNAL PRUUUG_I- 1 PLAN 3/8" =1' -0" ion(30Ud 'lVNOIid0f a3 NS3ooinV NV AEl a3of1wNd 8 "X8" THK. 1 - #5 CONT. DESIGN CHECK FOR GUARDRAIL DESIGN CODE: FLA. BLDG. CODE 2010 DESIGN PARAMETERS: 1) 50 LBS. /LINEAL FT. @ TOP OF BARRIER POST LC►AD= 50 # /FT. X 4.5FT. = 225# 2) 225 LBS. ACTING © ANY POINT POST LOAD =225# NOTE: WITH THE POST LOCATED X48" OC. THE CRITERIA FOR DESIGN (CRITICAL CONDITION IS 200 LBS. APPLIED HORIZONTALLY @ TO OF THE POST MATERIALS SPECIFIED: IAD NTERMIDL�I�ApTE POST: VIA. ALUM. SCHD. 80 �1�4�h8YP�P61 EPOST:Y162' ALUM. SCHD. 80 —T6 S= 0.26 IN-3 SECTION PROPERTIES: FS= 24,200 PSI BENDING_ STRESSES: M =225# X 36 = 8100 LB—IN =8.1 K —IN. Fb= Mc — 8.1 1)= 17.21 KSI MORE THAN 24.2 KSI OK 1 0.552 THE 2X2X1 8 A36 ALUM. POST MEETS FBC. 2010 REQUIREMENTS. 4' 2 "X2 "X1 /8" THK. rZAil NG ® 48'X10C. "MAX WALL ALUM. POSTS WELDED ® ALL JOIN 1 0/1 1:12 SLOPE LBS. 8" THK. WALL ALUM. POSTS 48 �C1 f ' c8 MAX. 2 /14/4D LONG PINTTO 6' XRFX1 /4" ST'L PLATE �ER4WELOLrJCOMP CT F /`_FIBER MESH X /14 /4�ILbNGPNTO 93 %FXEE1/4q" STQL PLATE�� l 6 y N1RE MESH OVERAWE /LL /COMPACT��� #10 LJJ 0) N a_ 0 W <, = �- Ln o ° o W � Ln O C� z D � f'q W U = J WQ Q U z �o ry(j w Q z _J J Q U -{- J rn o v LL_ I DATE SEPT. 2013 cr- w LLJ LL_ v � s r Y" A 1� y r� r. v• cr N z r, V Cfl Q 3: W V7 = �- � o ° o N Q D r Y" A 1� y r� r. v• cr N z r,