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HomeMy WebLinkAbout1999 - (#62) Boat Ramp Sections & Layoutr , 3 7:: 01 38'-0" OUT TO OUT RAMP 6 SLABS AT 6'-4" = 38'-0" IF (1) 38'-0" BEAM (BELOW) (1) 38'-0" D.T (BELOW) C 10-1 (BELOW) I i I i I - - - - - - I I 1 I 1 I ---- I 1 -------- i I -------- I i -- - - - - - -- I I -------- I I -- ----- I I I i I I I ► ! I I I I I I RAKE � I FINISH p I 4'-0" TYP. U.O.N. 1 I l I t I ` ! I 1 I 0 o En --------- - -- - - - - - - - j -t------- -------+- I -f------ - • I I I -------- F-1A (BELOW) -__---- - -{------ - -- - - - - - - -------- I I -------- - i I -------- C F-1 I 1 F-1 I f � I F-1 I I I F-1 i I F-1 F-1 I I OTEDDER BOAT RAMP SYSTEMS, INC.® CITY OF SEBASTIAN RANDALL G. TEDDER, PRES. ALL RIGHTS RESERVED (1 RAMP REQV CONFIDENTIAL TICS DOCUMENT CONTAINS TECHNICAL INFORMATION PROPRIETARY TO TEDDER BOAT RAMP SYSTEMS, INC. THE DSSCLOSURE TO OTHERS OR USE OF THIS TECRACAL INFORMATION IN ANY WAY WITHOUT PRIOR WRITTEN CONSENT OF RANDALL G. TEDDER IS HEREBY EXPRESSLY PROHIBITED. 38'-0" OUT TO OUT RAMP (6) 13' x 6'-4" x 40'-0"� DOUBLE TEES SECTION n 38'-0" OUT TO OUT RAMP DOUBLE TEES R; M"i r r-i r W ' -1A c SECTION E 1 1 (1) 12" x 24" x 38'-0" BEAM BELOW 1'-2" (1) 13" x 6'-4" x 38'-0" DOUBLE TEE BELOW ADD (6) BB301 EA STEM 0 1'-0" O.C. CENTERED 0 16'-0" FROM MARK END (40'-0" DT'S ONLY) DETAIL #1-� f� /1 DOUBLE TEE (BELOW) - BY 'D-S' A A STEM LOC. 1'-2" 4'-0" 1'-2' 2" V-0" 6" V-0' 1'-0" 1'-0" 6" 1'-0" 2" \V/ TRANSVERSE RAKE (1 /4" DEEP) 0 F-1 • 0 I , it 6" V BB301 - #30 STIRRUPS 0 2 5", 8", 20% 4" 4" N #50 x CONT. 32", 44", 56", 68", 80", 92", 104", 116" 128% 140", & 150" FROM EACH END OF P' �n - - - EACH STEM. ADD (6) BB301 EA. STEM 0 — — • V-0" O.C. CENTERED 0 16'-0" FROM MK END 2 1/2- #40 x 6'-0' 0 12" O.C. (40'-0" DT'S ONLY) — @ 301 (8) 1 %2"0 (270K) "LO-LAX" STRANDS "5- 0 31,000# EACH - ALL STRANDS STRAIGHT N MASK STRAND 10'-0" 0 ENDS, EA. STEM 13 "DT6' -4" DESIGN SECTION 'A' F'c = 6,000 psi F'ci = 4,000 psi (F-1) NOTE : ALL REBAR TO BE GRADE 60 AND EPDXY COATED 6'-4- STEM LOC. 1'-2" 4'-0' V-2" 2" 1'-0" 6" 1'-0" 1'-0" 1'-0" 6" 1'-0" 2" V SMOOTH FLOAT 0 F-1 A V a ~ 6 3/8" ---#50 x CONT, L v B8301 - #30 STIRRUPS 0 2", 5", 8', 20", 4• 4- 32", 44". 56", & 68" FROM EACH END OF EACH STEM - � � - Y _ 1 . 2 112- - — — — #4,0 x 6'-0' 0 12" O.C. BB301 5" (8) 1 /2"0 (270K) "LO-LAX" STRANDS 0 31,000# EACH - ALL STRANDS STRAIGHT N MASK STRAND 5'-0" 0 ENDS, EA. STEM 13"DT6'-4" DESIGN SECTION 'B' (1) 12" x 24" x 38'-0" BEAM BELOW F'c 6,000 psi F'ci = 4,000 psi (F-1A) (1) 13" x 6'-4" x 38'-0" DOUBLE TEE BELOW W-0" 1 1 3•_8• 4'-0- 0 Q 4'-0- L,IFTING, STRIPPING & HANDLING (F-1) N-0' t t 3--0" t r-s- 13O LIFTING. STRIPPING & HANDLING (F-1A) SUPERIMPOSED DESIGN LOADS LIVE LOAD - 50 PSF DEAD LOAD - 0 PSF TOTAL, LOAD - 50 PSF (2) 1/2"0 (270K) x 3'-6" STRANDS W/ 15" EMBEDMENT 3-s PIN ' t'-3"� 1'-3- i 8- STRAND DETAIL �6) #5 x 6'-0" TO PROJECT 3'-0" (TYP.) U 1) REQ'D PER STEM 0 E.O.M. ONLY z PER UNIT ' DETAIL #2 (1) #5 x 6'-0" 0 EA. S'IEM (TYP.) W 13" x 6'-4" LY 2��0" }-- D.T. RAMP SLABS �Ep� —3 E t r SEE 1.p,tOU3 i Z U (1) 12" x 24" m BEAM BELOW / GRADE / 'C.I.P. (PER RANDALL G. ~ TEDDER CONSTRUCTION) r d¢ QTEDDER BOAT RAMP SYSTEMS, INC.® RANDALL G. TEDDER, PRES. SECTION rcALL RIGHTS RESERVED 1 1 CONFIDENTIAL THISIIIXUMENT CONTAINS TECHNICAL INFORMATION PROPRIfr -ARY TO TEDDER BOAT RAMP SYSTEMS, INC. THE DISCLOSURE TO OTHERS OR USE OF THIS TECHNICAL INFORMATION IN ANY WAY WITHOUT PRIOR WRITTEN CONSENT OF RANDALL G. TEDDER IS HEREBY EXPRESSLY PROHIBITED. 0 rz n. N SECTION "A" DETAIL BELOW Z O coo U w 0 W t� ci. co r� c;d co O •� W cn 0o E— w z � W 0 W Qcc o J C� 1) RECESS 5" X 6" X 2" W = LL POCKET r- LD2 (8 TON D.T. BURKE) /BEND AS REQUIRED TO n W 0 MAINTAIN 3 OF COVER E-- d 00 Q x �.s=' �---- S .---y o J I r (' /'� .✓ m 00 A Q i t W M W ,+{ DETML#22 < cc 2'-0" 1 j1S 3/4' 51 %2' 5 3/4' 3 1 z O_ ! I I I �L/ = SMOOTH FLOAT V 1-- � L I Rir) (8) #60 (� cn m U w V) 3/4" CHAMFER (TYP.) O � #40 0 12" O.C. iZ 0 7- f -- <t W W Q vLAJ t- 12 RB24ff DESIGN SECTION J rc = 6.000 p.s.i. fci - 4.000 p.s.i. `z Q <L (B_1) w (n o d Q . z 0 <L z <C d m <Q � Q cn (r z of z NOTE ALL REBAR TO BE GRADE 60 AND EPDXY COATED W z 11 of tr O QoWwaz . F- I-- z Q = Q _ zCY- M 0 u 0 © 8'-3- 8'-3- O o._) Q W O CL DRAWN: LGB rp LIFTING. STRIPPING & HANDLING r CHK'D.: CEC APPR. MESE DRAWINGS SUBMITTED FOR APPROVAL. FAMURE REnM DRAWINGS WMIIN At CALENDAR DAYS MAY T IN DELAY OF DELIVERY DATE AND/OR InONAL C06TS. DATE : 9/2/99 RELEASED: • DS JOB NO: 3314 - j SH T: OF: