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ADDL. STIRRUP IF PIPE OCCURS IN STANDARD HOOK
<br /> EA. SIDE (2-MIN.) 1'-O" THI5 ZONE, STEP
<br /> MIN. LFTG. DOWN PER 0 4 HOOK LENGTH
<br /> TYP. t" O z BAR SIZE v)
<br /> GLR. DET. 10/- 1 0 L 1 D (IN.) (IN.) ♦ + lz
<br /> Lu O
<br /> a m z
<br /> a op
<br /> #3 21/4 41/2 211/2 z
<br /> 4 ° ° ° °
<br /> ° p HOOK
<br /> aMIN. #4 3 6 21/2 Z Z J)
<br /> 00 ,
<br /> 2 1/2
<br /> z #5 55/4 -71/2 2 1/2 W
<br /> Q � T_
<br /> 180° BEND 90° BEND #6 41/2 q 3
<br /> Lu
<br /> I Hill=I I=I — =I =i NOTE:
<br /> ITIi iITII��11ITIITI IITIITI� a ° ° ° ° lill lilt 11 li l l l l l TYP. GRADE BM. STI RUPS #7 5 1/4 10 1/2 3 1/2 J U O
<br /> a - --- - d = BAR DIAMETER a) Q
<br /> PLACE SLEEVE WITHIN �s 0)
<br /> D = MINIMUM DIAMETER OF BEND #8 6 12 4 L U
<br /> z 6" `�'' MIDDLE THIRD OF Z }'
<br /> m D = (od FOR #3 THROUGH #8 U)
<br /> Q ry MIN. GRADE BM. DEPTH #q q 131/2 41/2 Q 0 0
<br /> PIPE PENETRATION STEP FTG. AND REINF. D = Sd FOR #q THROUGH #11 Z) E N `I
<br /> A A5 REOD. PER DET. 10/- 0 V
<br /> THROUGH GRADE BEAM TANK U) C CO
<br /> NO PIPE TO BE FACE OF 6-6' 6-6' U to CO
<br /> CAULK ALL PLACEDTHROU&H (E) WALL 1 q STANDARD REINFORCING STEEL HOOKS = � u) LL
<br /> Lo
<br /> PIPE TO CLEAR FTG. UNLESS APPRV'D. N.T.S. O
<br /> PENETRATIONS
<br /> SLEEVE BY 1" ALL BY STRUCTURAL ~ Lo S,
<br /> z AROUND TRENCH EN&R.
<br /> V
<br /> z STIRRUP a TIE HOOK
<br /> _ Ow _
<br /> III=1 1=1 1=1 1=1 1=1 III=1 1=1
<br /> ti0 �i j �� j HOOK LEN67H
<br /> ° 111=III—III-111=111= � I I1= =111=1I I ° d �`�o,� � z BAR SIZE (IN)
<br /> III—III—III—III=1I IL 1=III III=111=1I _ Z
<br /> D (IN.)
<br /> 1 t=I lli—III-1_I —11' ° ad y 6 4 ° °
<br /> X111=III=11 1=1 - =III (N) TANK AND 9 q0 135
<br /> 111= III- PIPE __= O I= _ ANCHORA&E
<br /> SII _ VIII m =11 d ° ° -III (NOT SHOWN) #3 11/2 3 3
<br /> �I 1=1 Ir 2
<br /> 1'-6" MIN. 1 = _ _ (E) RETAINING
<br /> PROVIDED 1350 BEND 900 BEND #4 2 3 3
<br /> -Mill1 „I I-1I I- _ z WALL, V.I.F. BY O-I.
<br /> #5 21/2 4 4
<br /> NO EXCAVATION FOR PIPE � GONG. FILL UNDER � �I =III NOTE:
<br /> TRENCH PARALLEL TO d = BAR DIAMETER
<br /> FTG. PLACED PRIOR 6" MIN.
<br /> ALREADY PLACED FT&. TO FTG. D = MINIMUM DIAMETER OF BEND
<br /> BELOW THESE LINES. 2'-O" MIN. D = 4d FOR #5 AND SMALLER
<br /> TYPICAL PIPE PENETRATION UNDER s5.10-09 III
<br /> 13 9FOOTING2 TYPICAL STIRRUP AND TIE HOOKS AND TRENCH LIMITATIONS N.T.S. !II II II I 7 N.T.S.
<br /> - TOP BARS - q0° HOOK EMBEDMENT AND CLASS B TEN51ON LAP SPLICE FOR GRADE 60 REINF.
<br /> Fr_ 2,500 P5I 3,000 P5I 4,000 PSI 5,000 PSI
<br /> BAR EMBED. GLA55 B EMBED. GLA55 B EMBED. GLA55 B EMBED. GLA55 B
<br /> 51ZE (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN)
<br /> IIIAI #3 q 31 q 28 8 25 7 22
<br /> ° FOUNDATION d° #4 12 41 11 38 10 33 q 2q
<br /> ° (E) PAVING, #5 15 51 14 47 12 41 11 36
<br /> VIIIV.I.F. #6 18 61 17 56 15 4q 13 44
<br /> ° 4 ° ° ° ° d #7 21 Sq 20 81 17 71 15 63
<br /> d 4<
<br /> ° — — #8 24 102 22 q3 1q 81 17 72
<br /> _ ISI #q 27 115 25 105 22 q1 20 81
<br /> USI = OTHER BARS - q0 ° HOOK EMBEDMENT AND CLASS B TEN5ION LAP SPLICE FOR &RADE 60 REINF.
<br /> III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111
<br /> 11111111111 -1 -1 -1 -1 -1 -1 -1 -1 I-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 f'c 2,500 F51 3,000 P51 4,000 P5I 5,000 F51
<br /> BAR EMBED. CLASS B EMBED. CLASS B EMBED. CLASS B EMBED. CLASS B
<br /> (IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III III=111 — SIZE (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN)
<br /> I„ I— #3 Cl 24 q 22 8 111 7 17
<br /> II II II II II II II II II II II II II II III II II II — 11 #4 12 32 11 2q 10 25 q 23
<br /> "III" #5 15 3q 14 36 12 31 11 28
<br /> #6 18 47 17 43 15 37 13 34
<br /> #7 21 bq 20 63 17 54 15 4q
<br /> #8 24 78 22 72 1 q 62 17 56
<br /> #q 27 88 25 81 22 70 20 63
<br /> NOTE:
<br /> 1. TOP BARS = HORIZONTAL BARS (OTHER THAN IN WALL5) PLACED WITH MORE THAN 12" OF FRESH
<br /> CONCRETE 15 CAST BELOW THEM. SEE DET. 3/-.
<br /> 2. ABOVE TABLES ARE BASED UPON MINIMUM CLEAR COVER GREATER THAN 1.0db AND MINIMUM
<br /> CLEAR 5PACING GREATER THAN 2db. WHERE EITHER OF THESE REOUIREMENT5 15 NOT MET,
<br /> INCREASE THE EMBEDMENT OR LAP LENGTH BY 50%.
<br /> 3. USE GLA55 B LAP SPLICE FOR ALL BAR 5PLIGE5 TYP.
<br /> 4. FOR ADDITIONAL INFORMATION SEE DET. 3/-.
<br /> SECTION TYPICAL REINFORCEMENT EMBED
<br /> 14 10 6 2
<br /> _ AND LAP SPLICE N.T.S.
<br /> NOTE: OMIT CURB AT OWNER'5 REQUE5T IF NOT REQUIRED TO
<br /> MEET ALL LOCAL, STATE AND FEDERAL CODES AND
<br /> 10
<br /> LAW5 FOR ABOVEGROUND 5TORA&E TANKS (A5T5). q0° HOOK CLASS B LAP O
<br /> 6" 3/4" CHAMFER, EMBED SPLICE
<br /> CURB TYP. 6
<br /> o a
<br /> a ° °
<br /> EQ. EQ. ° � � °
<br /> (3" MAX. IN COLUMN VERT. REINF.)
<br /> EMBEDMENT LAP SPLICE OFFSET
<br /> (E) GONG.
<br /> RETAINING WALL I FOUNDATION NOTES
<br /> 6 v #4 AT 12" O.G. O
<br /> 1. SEE SHEET 51.0 FOR GENERAL NOTES. FOR TYPICAL REINF. INFO � W/ q0° HOOK
<br /> L -1 SEE DET. 1/-, 2/-, AND 3/-. N AT END
<br /> Lu * #5 AT 12" O.G. TOP BAR U.
<br /> - v 2. SEE DRAWIN65 BY OTHERS FOR WATERPROOFING, DIMENSIONS, W/q0° HOOK #4 AT 12" O.G.
<br /> L ti OPENING LOCATIONS, ETC., U.O.N. EA. END W/q0° HOOK TOP BAR LAP SPLICE
<br /> - - - - - - EA. END
<br /> 3. SEE DRAWIN65 BY OTHERS FOR 5LAB-ON-6RADE SLOPES, a a
<br /> DEPRESSIONS, DRAIN5, FINISHES, ETC., U.O.N. (E) PAVING,
<br /> V.I.F. ° ° Q
<br /> LU
<br /> 4. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO • • • d a ° ° ° �, % 0 J
<br /> lu
<br /> EXCAVATION. NOTIFY THE OWNER PRIOR TO EXCAVATION. ° ° ° a a d O w
<br /> (N) 12" MAT W/ #5 AT 12" O.G. °
<br /> EA. WAY, TOP AND BOTTOM
<br /> ON 6" GRAVEL 5. EXCAVATIONS SHALL BE MADE A5 NEAT LINES REQUIRED BY THE ,o • 4 , ° d ° ° d ° d ° 4 ° °° CU) ( )
<br /> 0 51ZE AND SHAPE OF THE STRUCTURE. NO MATERIAL 15 TO BE a a O R;: Q
<br /> z >
<br /> rn z EXCAVATED UNNECESSARILY. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (=III=III=III=III=III- - ° ° a ° ° J
<br /> (N) 6-0"(P TANK AND ANCHORA&E SYSTEM U
<br /> PROVIDED BY 0-I. CONNECT EACH 6. REMOVE (E) PAVING AT AREA OF (N) FOUNDATION AND
<br /> ANCHORA&E TO FOUNDATION W/ (2) 7/8"0 O EXCAVATE TO A DEPTH OF 1'-O" BELOW TOP OF (E) PAVING. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —
<br /> HOT-DIPPED &ALV. THREADED ANCHOR 6" CURB ON 4 SIDES
<br /> 11=III=III=III=III=III=III=III=III=III=III=III=III=IIIIIIII=III=III= O �
<br /> OTHER BAR
<br /> RODS, NUTS AND WA5HER5 EMBED A5 REQ'D. 7. FOR PIPE PENETRATIONS AT OR BELOW FOOTIN&5, SEE DET. q/-. III=III=III=III=III=III=III=III=III=III=III=III=III= =1 OTHER BAR
<br /> MEM LAP SPLICE
<br /> ANCHOR RODS q" BELOW TOP OF 6" &RAVEL BASE IIIIIIII
<br /> FOUNDATION AND SET IN EPDXY. MAX WT. 8. FOR REINF. AT GONG. MEMBER INTERSECTIONS, SEE 4/-. HORIZONTAL LAP VERTICAL LAP ISSUES/ REVISIONS
<br /> OF TANK AND CONTENTS = 18,000 LBS. � �,- .
<br /> 1 q. SEE DRAWINGS OTHER THAN STRUCTURAL FOR MECHANICAL, F
<br /> TEN5ION TEST ALL 7/8"0 ANCHOR ROD5 ELECTRICAL, AND OPENIN65, ETC. Rev# Date Description
<br /> (8 TOTAL) PER SCHEDULE ON SHEET 51.0.
<br /> TYPICAL REINFORCEMENT EMBED, 01/17/19 CONSTRUCTION
<br /> 7 DETAIL 3
<br /> LAP SPLICE AND OFFSET02/13/20 TENSION TEST EPDXY
<br /> ANCHORS
<br /> STD. HOOKS BEND BAR DOWN
<br /> W/ 5TD. HOOK
<br /> _ d
<br /> ° ° °
<br /> ° a a ° °
<br /> ° ° °
<br /> a Q °d °
<br /> ° °
<br /> 4
<br /> 4 • °
<br /> •
<br /> e °
<br /> ° a ° PROVIDE 2 VERT.
<br /> d ° , ° BARS MIN. U.O.N.
<br /> 0
<br /> o •
<br /> o
<br /> N
<br /> N
<br /> ©COPYRIGHT UNAUTHORIZED REPRODUCTION,USE OR
<br /> o DISTRIBUTION OF ANY MATERIALS HEREIN WITHOUT THE
<br /> ADDED TYPICAL VERTICAL BARS WRITTEN PERMISSION OF HOHBACH-LEWIN,INC.VIOLATES
<br /> STD. HOOKS, FOR ANCHORA&E AS SHOWN ON THE COPYRIGHT LAWS OF THE UNITED STATES.
<br /> p IN51DE OF HORIZONTAL BARS Date
<br /> TYP. 5TD. HOOKS 12/21/2018
<br /> N
<br /> Scale
<br /> O
<br /> AS NOTED
<br /> 4 Q
<br /> rn a ° • ° • 10 4 0 • • • Drawn By
<br /> °2 ° ° ° 0 JC/PMD
<br /> O • • d • ° • • ° • • d ° • °
<br /> Sheet Title
<br /> m
<br /> g °
<br /> ° PLAN,
<br /> SECTIONS,
<br /> d
<br /> co
<br /> AND DETAILS
<br /> e
<br /> O
<br /> ° O
<br /> PLAN AT NEW TANK FOUNDATION a co
<br /> r d a Sheet No.
<br /> d ° z
<br /> w
<br /> J
<br /> TYPICAL CONCRETE S5.10-04
<br /> 8 4 S2 . 0 Q
<br /> MEMBER INTERSECTIONS
<br /> 1"=1'-O" 1 Of # Sheets o
<br />
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