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SLEEVE,TYP WHERE PIPES INTERSECT REINF @
<br /> SEE NOTES
<br /> FTG WALL TOP OF FTG DEPTH D, STEP FTG TO LAP SPLICE
<br /> iv z PASS PIPES ABOVE FTG WIRE TOGETHER, TYP #4 HAIRPIN BAR TO
<br /> 01
<br /> PIPE,TYP LENGTH TYP MATCH SPACING OF TYP
<br /> EA HORIZ BAR TYP 12d
<br /> BO SLAB
<br /> 1Y" MIN CLR TO ALL STANDARD HOOK- BENDS AND HOOKS
<br /> z FTG OR WALL REINF
<br /> TO FTG z �, z TYP 180° HOOK 90° HOOK z D
<br /> REBAR SIZE D z O
<br /> o � � • O END W L W Q w
<br /> 4„ TO FTG #3 2Y4" 3" 4" 6" o o W
<br /> ADD'L VERT BAR TO MATCH VER #4 3" 4" 4Y" 8"
<br /> III III III Mlo W
<br /> IN D/2 MIN o REINF,TYP WHERE SHOWN
<br /> #5 3Y4' 5" 5" 10" d TIE HOOKS STIRRUPS
<br /> 6d FOR
<br /> ARCHITECT
<br /> N MIN XBENT BAR TO MATCH SIZE &SPACING
<br /> CORNER INTERSECTION INTERSECTION OF EA HORIZ BAR, TYP WHERE SHOWN NJ ASSOCIATES
<br /> #6 4Y" 6" 6" 12" AND SMALLER
<br /> 22769 N BENDER ROAD
<br /> STEP FOOTING WHERE OCCURS, III_ SINGLE STEP FOOTING SHOWN #7 5X" 7" 7" 14" 90° HOOK ACAMPO CA 95220
<br /> SEE TYPICAL DETAILS MULTIPLE STEPS SIMILAR
<br /> ABOVE FOOTING #8 6" 8" 8" 16„ www.njaarchitecture.com.2040
<br /> LAP SPLICE SINGLE LAYER BARS 2'-0" www.njaarchitecture.com
<br /> LENGTH TYP TYP
<br /> #9 9%" 11%4" 104" 19Y4"
<br /> O z D
<br /> HATCHING INDICATES AREAz O J CLIENT
<br /> WITHIN FTG WHERE PIPES ARE #10 10%4 13Y4" 11Y" 22" Q z
<br /> Lu
<br /> ALLOWED TO PASS THROUGH #11 12" 14Y4" 12Y4" 24" Lu :E JOE HADDAD
<br /> 1Y" CLR D MIN W z P.O.BOX 484
<br /> 01 U-
<br /> TO ALL FTG u J WALNUTGROVECA 95690
<br /> REINF,TYP 4" SLEEVE, TYP Q z
<br /> PIPE TYP SEE NOTES d 415.517.9686
<br /> MIN END STIRRUP AND TIE HOOK- BENDS AND HOOKS
<br /> TO FTG
<br /> 180° HOOK 90° HOOK 135° HOOK
<br /> O NOTES: REBAR SIZE D 180° HOOK PROJECT
<br /> -Z16) 1. SEE CONCRETE NOTES W L W W LODI BOWLING
<br /> — AND TYPICAL DETAILS FOR #3 1Y2" 3" 4" 3Y8" 5Y8"
<br /> O REBAR CLEARANCES. 302 N SACRAMENTO STREET
<br /> CORNER INTERSECTION INTERSECTION
<br /> 1 L � 2. VERTICAL REBAR NOT #4 2" 4" 4Y" 4Y" 5Y" LODI CALIFORNIA 95240
<br /> ", "'I II III II"III— 2 SHOWN, SEE DETAILS. z
<br /> #5 2Y" 5" 5" 5W 9/" D
<br /> A DOUBLE LAYER BARS z O
<br /> -III I' I I I,�,I 111 III I I -
<br /> STEP FOOTING WHERE OCCURS, - I= #6 4Y" 6" 6" 12" 7Y" Q w
<br /> SCALE SEE TYPICAL DETAILS WHERE PIPE(S) INTERSECT u J SCALE #k7 5Y4" 3 "
<br /> 1 O REINF @ BOT OF FTG STEP 4 HOOKS AND CORNER BARS 7" 7" 14" 8/4
<br /> - SINGLE STEP FOOTING SHOWN FTG TO MAINTAIN PIPES p W 1" = T-0"
<br /> � #8 6" 8" 8" 16" 10" <�&MULTIPLE STEPS SIMILAR IN AREA SHOWN ALL GRADES OF STEEL d , ` , ` I O
<br /> THROUGH FOOTING D = MINIMUM FINISHED INSIDE BEND DIA S T R U C T U R A L
<br /> d = NOMINAL REBAR DIAMETER 135° HOOK D E S I G N I N C
<br /> FTG WIDTH 2xFTG WIDTH TOL = TOLERANCE (PER ACI 117) 337 BURNEV STREET ANDREW (209) 604-2898
<br /> MODESTO, CA 95354MICHAEL (209)484-8640
<br /> W W W A X 1 O M 5 D C O M
<br /> 3'-0" MIN
<br /> U = LEAN CONCRETE MIX PLACES PRIOR IF SPACING IS LESS THAN 2xD, REMOVE D D
<br /> a TO POUR, OR CONCRETE POURED W/ SOIL THIS AREA AND FILL W/SAME 1'-6" MIN
<br /> O '-'-' Ys" WIDE SAW CUT FACE OF FTG GRADE LINE 6
<br /> v o FOOTING (MATCH FOOTING WIDTH) MATERIAL AS @ ADJACENT PIPES
<br /> m FILLED W/GROUT OR
<br /> 1
<br /> ZIP STRIP OF DEPTH — � D �\V
<br /> SHOWN TO FTG _-
<br /> 11j1 -I -III-I -I k
<br /> o 1111111 11111111�11111�11111�11 I IS I 11::::::111 II I II �I I I- OFFSET BEND
<br /> 111111111111��1111�11111illlll� II,;,II
<br /> CID III„�I 11111111�X111, I I�-
<br /> N LLI SLEEVE,TYP ° N z NO TRENCHES CONCRETE REBAR LAP SPLICE LENGTHS
<br /> A a ° SEE NOTES a
<br /> a z_ 4 ADJACENT TO FACE BAR SIZE
<br /> #3x36” LONG PLAIN DOWELS � g 1\ OF FTG BELOW THIS f'C BAR LOCATION
<br /> @ 24" OC GREASE Yz OF DOWEL ° PIPE TYP° a°° ° ° z �\ LINE
<br /> X \ / #3 #4 #5 #6 #7 #8 #9 #10 #11
<br /> N °Q ° ° a - —
<br /> N 2 EXCAVATE TRENCH
<br /> z z a /\ a ° ° • ° O°° \ & BACKFILL PER 3,000 TOP 22" 29" 36.. 43" 62" 71" 80" 91" "
<br /> 101
<br /> BOT OF CONT SPECS
<br /> O° ° / \ 2 `° ° OF SPREAD FTG I BOTTOM 17" 22" 28" 33" 48" 55" 62" 70" 78"
<br /> ° / \ II ° °° - z PIPE
<br /> i'T
<br /> N o z / \ ° MIN d 1° \ tai TOP 19" 25" 31" 37" 54" 62" 70" 79" 87"
<br /> a °® / 1 — --111- \ 2 \ 4,000 BOTTOM 15" 19" 24" 29" 42" 48" 54" 61" 67"
<br /> - - - - -
<br /> B CONSTRUCTION JOINT 611 17 01 D/4 611 \ \ 1 NOTES:
<br /> MIN MIN MIN FOR DEEPER TRENCHES 1. REINFORCING BEING LAP SPLICED MUST MEET ONE OF THE FOLLOWING CONDITIONS:
<br /> SEE TYP DETAIL TO STEP
<br /> TOOLED RADIUS DOWEL, MATCH 1'-6" MIN 01 SPACE 4xD MAX CONT FTG OR DROP PAD A. CASE 1:THE CLEAR SPACING OF THE BARS BEING SPLICED IS NOT LESS THAN ONE BAR DIAMETER, CLEAR COVER
<br /> O J
<br /> SLAB REINF SIZE & TYP 2xD MIN TYP FTG TO MAINTAIN LIMITS IS NOT LESS THAN ONE BAR DIAMETER,AND STIRRUPS OR TIES THROUGHOUT THE SPLICE LENGTH.
<br /> u SPACING MAKE SAME DEPTH WHEN SHOWN i'T� B. CASE 2:THE CLEAR SPACING OF THE BARS BEING SPLICED IS NOT LESS THAN TWO BAR DIAMETERS AND THE
<br /> tai CLEAR COVER IS NOT LESS THAN ONE BAR DIAMETER.
<br /> SPACING IS LESS 2xD, C. FOR ALL OTHER CASES, MULTIPLY THE SPLICES SHOWN BY 1.5.
<br /> = = = _ NO STEPS PERMITTED NOTES:
<br /> -III -1 2. THE ABOVE VALUES ARE FOR: UNCOATED REINFORCEMENT, GRADE 60 REBAR, CLASS B, NORMAL WEIGHT CONCRETE
<br /> CD Z #4 CONT PIPE 1. TRENCHING LIMITATIONS ARE SAME FOR BOTH FACES OF FOOTING
<br /> � EXCAVATE & BACKFILL TRENCH PER SPECS 3. TOP BARS ARE HORIZONTAL REINFORCEMENT WITH MORE THAN 12" OF NEW CONCRETE PLACED BELOW THE BAR.
<br /> 2. MAINTAIN LIMITS SHOWN FOR WIDER OR SHALLOWER FOOTINGS BEYOND, BOTTOM BARS ARE ALL OTHER HORIZONTAL OR VERTICAL REINFORCEMENT.
<br /> I=111=111=111=1 1- WHERE OCCURS
<br /> BELOW FOOTING
<br /> M J o'I 'I
<br /> w
<br /> rj PIPE ADJACENT TO FOOTING SCALE 2 REBAR BENDS, HOOKS AND SPLICES SCALE
<br /> 1, = T-0" 1„ = 1'-0"
<br /> SLAB EDGE SEE NOTE 4 a 90°WHEN CROSSING THROUGH
<br /> 1" CLR V OR ABOVE FTG 60° MIN WHEN
<br /> CROSSING BELOW FTG
<br /> = 18" MAX
<br /> Q < a LARGER ADJACENT d LARGER
<br /> � ¢ z � ADJACENT
<br /> #4 CONT 00 w O 8" MAX INCLUDING TOTAL DEPTH NOTES: d TYP
<br /> CONIC SLAB SEE PLAN SLAB z OF INTERSECTION PIPES d Acl d d
<br /> u REINF "^ 1. PIPE AS NOTED SHALL REFER 2 Q a TYP REVISIONS
<br /> TO: PIPES, DUCTS, CONDUITS,
<br /> } J w No. Description Date By
<br /> I III= it WRAP 1" MIN ALL AROUND ETC. ELECTRICAL CONDUITS 1" N
<br /> — 1 PROVIDE JOINTS AS DIA OR LESS NEED NOT BE
<br /> SLEEVED.
<br /> TYP
<br /> TYP PIPE CROSSING BUNDLE PIPE AS TIGHTLY AS 1 SHOWN FOR COVERED
<br /> �1 CONCRETE CONTACT 2. PIPES SHALL BE INSTALLED
<br /> FOOTING POSSIBLE
<br /> 6" ARCH FOR EXPOSED SUCH THAT CUTTING, BENDING O O O
<br /> CONDITIONS OR DISPLACEMENT OF
<br /> MIN III III III III III III III III III REINFORCEMENT FROM ITS
<br /> III—III— 1'-6" III-1111
<br /> III 1 — PROPER LOCATION WILL NOT
<br /> D SLAB DEPRESSION
<br /> PLAN BUNDLED PIPE GROUPS BE REQUIRED. Project No.: 17028
<br /> SLEEVE Y TOTAL DEPTH 3. PIPES EMBEDED IN SLABS & #5 T&B ADD'L MIN TYP 1
<br /> #306" LONG PLAIN DOWELS NOTES 8" AS REQ'D OF THICKENED WALLS SHALL BE 2" MAX DIA& REINF TYP
<br /> Y OF DOWEL MIN17 SLAB OR 3" MIN
<br /> @ 24" OC GREASE Drawn By: AG
<br /> MIN SHEDULE 40 1'-0" 1'-0" 1'-0" Checked By: MS
<br /> O 1. "D" = FOOTING DEPTH, "W" = FOOTING WIDTH, " 4. FLEXIBLE INSULATION ASS" = FOOTING STEP MAX MIN MAX
<br /> IN SLAB BELOW REINFORCEMENT NOTED SHALL REFER TO LOW
<br /> Lu 2. PIPE AS NOTED SHALL REFER TO: PIPES, DUCTS, CONDUITS, ETC. ELECTRICAL CONDUITS 1"0 OR LESS NEED NOT BE DENSITY POLYEYLENE FOAM
<br /> SLEEVED/WRAPPED WITH A DENSITY OF 1.5-3 PCF
<br /> 3. THIS DETAIL SHALL APPLY IN ALL CASES WHERE A PIPE MUST CROSS A FOOTING. COORDINATE ELEVATIONS AND (PER ASTM D1622) LAYERED TO
<br /> LOCATIONS OF ALL PIPES & FOOTINGS ACCORDINGLY. CONTACT STRUCTURAL ENGINEER OF RECORD FOR 2 SLAB/WALL - SPACING d to 3d
<br /> III—III—III- CONDITIONS NOT COVERED. SLEEVE AS REQ'D MEET THICKNESS PERMIT SET
<br /> Lu O' =1 = 4. ALL PIPES SHALL BE SLEEVED OR WRAPPED AS SHOWN. SLEEVE INSIDE DIAMETERS SHALL BE MIN 2" LARGER THAN REQUIREMENTS.
<br /> PIPE OUTSIDE DIAMETER. CENTER PIPES WITHIN SLEEVE. PIPES IN PLACE PRIOR TO PLACING CONCRETE MAY BE" d 3x LARGER 8.17.18
<br /> EXPANSION JOINT WRAPPED WITH 1THICK FLEXIBLE INSULATION INSTEAD OF SLEEVE REINF
<br /> E ADJACENT d MIN
<br /> 5. SLEEVE/WRAP SHALL EXTEND THE FULL WIDTH OF FOOTING. SEAL ENDS OF SLEEVE/WRAP AS REQUIRED TO PREVENT
<br /> WATER PENETRATION D/3,Y4" MIN COVER
<br /> OR 1%" MIN COVER IF
<br /> (E) CONIC SLAB 6. MULTIPLE PIPES SHALL COMPLY WITH THE HORIZONTAL AND VERTICAL SPACING SHOWN OR BE GROUPED INTO ONE
<br /> #3x24" LONG DOWELS @ 18" OC EXPOSED TO EARTH
<br /> W/3Y" EMBED INSTALL W/EPDXY LARGE BUNDLE WITHIN THE LIMITATIONS SHOWN. MULTIPLE BUNDLED PIPE GROUPS SHALL BE SPACED 4xD OR WEATHER CONCRETE TYPICAL DETAILS
<br /> C1 MINIMUM ON CENTER
<br /> 7. PIPES AND SLEEVE/WRAP SHALL BE ADEQUATELY SUPPORTED AND SECURED AGAINST DISPLACEMENT BEFORE AND > >
<br /> DURING CONCRETE PLACEMENT
<br /> -- 8. COORDINATE PIPE LOCATIONS SO THAT FOOTING REINFORCING IS NOT DISPLACED. MOVE PIPES TO MAINTAIN 1Y" Q
<br /> FOR SLAB INFORMATION CLEAR FROM ALL REINFORCING TO SLEEVE/WRAP 1 1 117 —III_I � O % = z _J >- "D" = SLAB OR WALL THICKNESS
<br /> = - � " a = SLEEVE OUTSIDE DIAMETER
<br /> III-III- -IIIII _ U w
<br /> (THICKNESS, REINFORCEMENT, 9. PIPES NEXT TO BUT NOT CROSSING FOOTINGS SHALL COMPLY WITH TYPICAL DETAIL FOR PIPE ADJACENT TO � I I z a � U w
<br /> ETC) SEE PLAN FOOTINGS 0- 0
<br /> EXISTING SLAB 10. FLEXIBLE INSULATION AS NOTED SHALL REFER TO LOW DENSITY POLYETHYLENE FOAM WITH A DENSITY OF 1.5-3 PCF —I N m
<br /> F (PER ASTM D1622) LAYERED TO MEET THICKNESS REQUIREMENTS THROUGH SLAB BELOW SLAB SLAB/WALL- SPACING 3d &GREATER
<br /> SCALE SCALE SCALE
<br /> 12 CONCRETE SLAB & CONCRETE PAD DETAILS 9 PIPE CROSSING FOOTING DETAILS 6 PIPE THROUGH WALL OR SLAB S2 * 1
<br /> 1" = T-0" 1" - 1'-0" T. = 1'-0"
<br />
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