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13-792-022DRILL 8" INTO TOP CONC. BEAM t SET OF 3/4" 0 THREADED ROD IN EPDXY. i j I BACK PLATE= V/sx4x0' -6" W/ (6) } TAPCONS EMBED, INTO CONCRETE CENTER PLATE. le31aX6X0' -6" W/ (2) slat THRU -BOLTS W/ NUT t WASHER (SPACING AS SHOWN) NUVUE NVRT -16 FLAT STRAP TIE (NA-,_ No. 08- 032(o.1I) WITH (-I) 16d NAILS INTO EACH MEMBER 4X10 BALD CYPRESS RIDGE BOARD 5/8" 0,4-301 THRU -BOLT W/ WASHER ,` EL. +20' -10" � TIE BEAM PROVIDE WOOD WEDGE AS REQUIRED. -ISOLATE WOOD FROM CONCRETE W/ ROOFING FELT PAPER SECTION It 4 SCALE= 3/4" = I' -0" I � m 4X10 BALD CYPRESS 211 411 COL. rA STEEL BASE 1E -- 12 "X12 "x5 /a" EL_ + 3' -2" TOP OF PILASTER 12"x 26" CONC. PILASTER W/ 8 N 6 VERT. t (2) N 3010 12" O.C_ EL. -0' -7" L.P. T VERANDA FL_ LN_ -0' -6" H.P_ WF -1 �I II I I I_ 90' STD. HOOK STEEL CAP 1E 5/8 TS 4x4xlxi CONC, FILLED STL_ COL_ STEEL BASE 1E 12 "xl2 "xs/a" v STEEL CAP ie 5/8" © SECTION S -4 SCALE: 1 1/2" = 1' -0" 3/1 --1( E�OXX 12" x 2 (o " CONC, PILASTER 5'0 6 VERT. (2)03f].2 4" CONCRETE SLAB ON GRADE • • • • • • -------------------- 41-011 A S CT I ON S-4 SCALE: 3/4" = 1' -0" �t E-10XX Eloxx 28 -S BEYOND A 1 (011 xlro"CONC, F'ILAeTER 8 M 5 VERT- (2) M 3'd* 10" 12 "x12 llx%ll STEEL BASE ?IR I 12 "x12 "x%ll G NOTCH WOOD MEMBER AS 16 "x 16" GONG. 1 1 REQUIRED FOR INSTALLATION OF PILASTER W/ PLATE_ RECESS AS REQUIRED FOR 4 « 6 VERT E I T INSTALLATION OF BOLTS M 30 0 12" O.G. tat FLR (4) J" 0 x 4" BEYOND -1- - - - — -}- NELSON STUDS WELD PLATES TOGETHER W/ }i(y ---I__ I I FILLET WELDS ON BOTH SIDES I I x x EL_ +12' -0" � —J -- j 1 t I ALL BOLTS, NAILS AND SCREWS BEAM FOR THE CONNECTIONS OF THE EL- +11' -6" I I EXPOSED WOOD FRAMING MUST BE 2ND FLR _ HOT DIP GALVANIZED I I I RAKED T8 L v STEEL CAP ie 5/8" © SECTION S -4 SCALE: 1 1/2" = 1' -0" 3/1 --1( E�OXX 12" x 2 (o " CONC, PILASTER 5'0 6 VERT. (2)03f].2 4" CONCRETE SLAB ON GRADE • • • • • • -------------------- 41-011 A S CT I ON S-4 SCALE: 3/4" = 1' -0" �t E-10XX Eloxx 28 -S BEYOND A 1 (011 xlro"CONC, F'ILAeTER 8 M 5 VERT- (2) M 3'd* 10" 12 "x12 llx%ll STEEL BASE ?IR I 12 "x12 "x%ll G I I I 16 "x 16" CONC_ PILASTER W/ r --F - 8* 5 vERT. i " tat FLR 1 1 1 4- (2) 306 10" Or-_ ---I__ EL_ +0' -011 i I I x x 15t FLR, � —J -- j 1 t I x--�-x _ I 1 I 10 5 CONT. ij4/'x7/�x/'x�x\ • • �/x �� 3 NvRT24 GsALv. STRAPPED SANpWICHED BETWEEN 2x8'5 W/ (14) I6d NAILS F-, L� W U 28 -12 —V 1 JUS 210 BY USP W/ (6) 10d NAILS TO EA, MEMBER L "All SO" STD_ HOOK L -3 90• STD_ HOOK 6" x 8" CONC. CAP W/ 2 0 S CONTINUOUS 8" CMU WALL 28 -1 50 r STD. HOOK -7�" CONC. SLAB —i 4" CONCRETE SLAB ON GRADE 4" CONCRETE SLAB 1 e 5 CONT, ON GRADE SLOPE 1" = X X X X X X- X X WF -16 —�� • • } SECTION S -4 SCALE: 3/4" = 1' -0" W U m ci it- A'PI I It, ir_ o • . r • c,ro.n • V • • • . r r U ••R RY -r • Y 4 ••Rr • V � � � rn Q a •� r • r r u u• �� r it ! u • • • s ••• r r• • • R m O • r ••e • rY• • 4 v LO F 0 a .••�• •s•RG •••Y4 uoR•s Q E V - - -r - -..- -- - R - -- - Lm Z t o W�-s Sao 0 u uE- on 0 F -46 BEYOND A 0 w. F W W E" x O co W v z W o A C\2 W LO a W 01 I 1 EL, +0' -011 G tat FLR m x x � • • � r Q _ t o H } v cu •0 `ll oheet no, zvonimir T_lf4n`i.,, �. GOrsultirg Structura I 'En!veer kl(' " P.E. 0 330`1 r .. 4836 S.W. 14 CT.,MIAMI, FLcRIDAJ& A M"' , Of -� 3 _ (305) 669 -0285 BELFRANIN *AOL.COM