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cn <br />5/4' c P-O' <br />A= BEAM RBA PLANS <br />G 4 GDDLE ORI�5P+05T S <br />I I <br />P.T. ft POST W Tmm M w <br />o. <br />51MPSON ABUb6 POST BASE <br />w <br />- 16' Sa. GMU BASE <br />Ompe OF OPT. STONE VDm <br />(4) 05 BARS VIT • BASE <br />w <br />FINISH FLOOR <br />w14 PORGY SLAB <br />-1 11=1 I I III=1 I —I 11=1 111 —= ,1 11= <br />-III=1 I I I I I —I 11- NO 6OWAGTM SOIL. <br />STANVARD 40' BEND <br />I <br />05 BARS ® 6' O.G. EA. MIRY <br />l 2'-' S4 <br />011 <br />64' TA RIM <br />8'-0' TAM <br />,-ib, 61-83 RX HT. <br />0'-0' FIN. FLR <br />1/4' = Pi <br />8'-0' T.O M. <br />.� 61-8' HDR HT. <br />0'-0' FIN. FLK <br />F.6. <br />O.H. zOPEN� Fb. <br />DATE: <br />09/14/2015 <br />1V4. T.O. RI <br />L l: h i � <br />JOB NO. <br />HA9139 <br />1 1 � '� <br />� ....I i <br />VIh�1510NA1 1 1 II �� �.� <br />i ! _ <br />l <br />l I i� <br />_)( <br />SHIN6RDOF f <br />j IL I �I <br />pp <br />l <br />DESIGN BY: <br />-- <br />.. II J� i i1 <br />I <br />it i II II <br />r '.I T.O. <br />DRAWN BY: <br />JRH <br />Il <br />CHECKED BY: <br />GC <br />l .,I l,l f 1 Ll J <br />I .. _ 12 <br />IF <br />PROJECT: <br />3615-HA9139 <br />I <br />L li IL ii II <br />� <br />I� <br />L. <br />if I. 5 <br />l III I Ili II a <br />1 <br />CHECKED BY: <br />JRH,JGZ <br />l I <br />>1II�II1�ili�I <br />III I I.. <br />I I 1 ', I'. <br />II ll if 11 l 1, ICI l� J[ i1 <br />! Il II i 1, 11 !I I <br />i ., _ � <br />I: <br />EST: <br />-- <br />II _ li , . <br />!I a II �: � !I ii ' , � - <br />� � �� � �� � u R <br />if <br />CONST. MNGR: <br />WHO VINYL HANDRAIL <br />`Z kTIVE <br />Tr� <br />Am I/51t <br />c <br />zOMZ <br />y U ®© <br />OR Von <br />j 154' T.O. RM- <br />V I 13'-5' T.O. <br />II R1w, <br />E <br />SUPER: <br />i <br />zN <br />W <br />c7 <br />cy) <br />c) <br />� /) <br />y <br />M <br />J <br />' <br />N <br />Q <br />cr) <br />r <br />100 <br />0 <br />Fes- <br />LLj <br />LjLj <br />J <br />Q <br />N <br />cr Z <br />X) <br />LL1 <br />U <br />c6 <br />IT — <br />co <br />Z <br />o <br />M <br />L1j <br />Z <br />O <br />T <br />TCL <br />2 <br />MODEL: <br />9-15 <br />SPECS <br />CUSTOMER: <br />LUCKEY <br />39119 PARK DR. <br />ZEPHRYHILLS, FL 3354 <br />E E <br />� O CO <br />.� <br />3 3 <br />�!p m m <br />ss <br />3a <br />p 3s <br />� O <br />x Q ,n <br />-` 00 <br />Ln <br />m to N <br />M 0) N <br />OQ Ln tz <br />C M <br />E M <br />OL.i.I <br />O CO <br />m o <br />v •� c <br />� ms <br />.� > a <br />ENGINEER'S SEAL <br />I HEREBY CERTIFY THAT THIS PLAN & <br />SPECIFICATIONS WERE PREPARED/REVIEWED <br />BY ME OR UNDER MY DIRECT SUPERVISION <br />AND COMPLIES WITH THE FLORIDA BUILDING <br />CODE 5th EDITION 2014, <br />RESIDENTIAL/BUILDING, ALL SIGNED/SEALED <br />DRAWINGS PRESENT IN THIS PLAN ARE FOR <br />STRUCTURAL DESIGN ONLY AND ARE VALID <br />FOR 12 MONTHS FROM THE SIGNED DATE. <br />O�p(lUiiiiiiud8l/0 <br />o�o <br />* ^ STA7'E OF <br />Guo-jie- Zhang. PhD, PE Date <br />Florida PE No. 47744 <br />2911 Folklore Dr. -- Valrico, FL 33596 <br />(813) 657-8865 <br />A,2-0 <br />