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PT POST PER PLAN �`= <br /> 3 <br /> OPTIONAL:USE 6"LONG x 12"0 SONATUBE USP STANDOFF POST BASE AS Daniel C.Smith,PE <br /> Consulting Engineers <br /> TO FORM CONCRETE ABOVE GRADE. SPECIFIED or EQUIVALENT FOR 13237 Melvin Arnold Road <br /> POST SIZE: 4x4 PA44E-TZRaleigh, <br /> s1 s s�:NC <br /> 0527613 <br /> 1 <br /> TOP SQUARE or 4x6 PA46E-TZF.$TT_$4't,61. <br /> ROUNDED EDGE PER GC 6x6 PA66E-TZ E;deeksfidansmithpe com <br /> SOIL GRADE SHALL BE <br /> RESIDENTIAL <br /> HORIZONTAL FOR 2 FEET 4 tl 0 a Y2"0 ANCHOR BOLT WI WASHER A I"i ASD <br /> MINIMUM AROUND &NUT-T"EMBEDMENT DECK <br /> POST ON ALL SIDES - <br /> �'.. , .....«..,« ,,,,ts;6ti' fF4 <br /> c4 01dr*uPev,,,,l r{yg <br /> CONCRETE SHALL <br /> { <br /> -s, -' Y ,+f _ <br /> HAVE NORMAL — „w. , m ,! < , d . ' j WEIGHTAGGREGATE" a ' '14-' 4mayy3. <br /> "..., <br /> AND.A MfiIMU " <br /> COMPRESSIVE '17 1 ' ° „_,,-,.271.- 0 4 • 42* A 4 4 Lei .. <br /> S NGT CPC)AT _ _ . 4 ` k 1 <br /> 28 DAYS OF 3000 PSL 4 4 4" '4 ,4 4 i ,a ' F EVERETT <br /> 24" °° �" ��� ® RET i <br /> NOTE: i s a � � � vNED FOR PERMIT <br /> INSTALLER DEPTH 1' 1 I,,. ' 4 'e�' <br /> MUST VERIFY (MIN.) i 1 N <br /> LOCAL FROST , . - 1 tt 00 <br /> DEPTH. USE f bA p\ <br /> " ° q - POURED CONCRETE 0 <br /> THE GREATER i <br /> OF DEPTH ',. 4 : ' . 4.*l 1 IN DRIi.,LED or DUG 0 <br /> SPECIFIED HERE j A .# 4: 44 a ,, , <br /> ,HOLE <br /> &LOCAL FROST <br /> DEPTH. .. - 4 <br /> l V cu <br /> g°, VERIFY MIN.SOIL <br /> 1 i ::. ' , �....Qcu <br /> BEARING>_1500 PSF t!) N W <br /> . ._____ <br /> # 20O <br /> Drawn By: BML <br /> op. - (OPT. SUBSTITUTION 20"x 20") DCSPE x: 18-D-0189 <br /> r <br /> , . . ii <br /> y � �� � ", _ _ 2. .� I - 1 1 �,I „. �, � �' - � 1 � Revision His�fory: <br /> ' i x :For construction <br /> i <br /> 20"Ari0 CONCRETE to DEPTH <br /> " °wia � _ Not for Construc <br /> 0, 'a A. ''" - SCALE:2"=1'-0" ELEVATION VIEW GRAPHIC SCALE(INCHES) <br /> Ntik� Tla" •,'' Sheet: <br /> �/S <br /> � , 3 F-6 <br />