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2D MIN. ol LIGHT POLE5�� j REFLIGHT POLE BASE PL. AND DRILLED HOLE �Q ELECTRICAL ANCHOR BOLTS BY LIGHT CONC. _ 1Y2" NONI POLE SUPPLIER GRATE & SINK SURFACE SHRINK GRI Ya" CHAMFERREF. ARCH. C-D " "J o J w Architecture / Development JOIST & RAFTER HIGH STRENGTH lo o z Dci NON-SHRINK GROUT d Li Q z J _ 14901 Quorum Drive o � d o Q (nnTYP. SLAB REINF. #4 CONT.w Cn w 3-#3 CLOS _ CONC. SLAB Suite 300 M o Y TIMES THE TIES @ 1Y2" REF. PLAN REF. PLAN Dallas Texas 75254 wwSPLICE LENGTH ' zNOTE: � & 3' O.C. � L Ph: (972)239-8884 (6 TOTAL) Fax:(972)239-5054 1. NOTCHING OF JOISTS, RAFTERS OR 6 MAX. � w & BEAMS IS NOT ALLOWED CLR. CO w _ _ 1, 0ISSUE RECORD BAR SCHEDULE (GRADE 60) ( )fc'=3000 PSI BAR SCHEDULE GRADE 60 fc'=4000 PSI REOF.CCIVIL B, — — N DATE DESCRIPTION �_ URBAN DESIGN PROTOTYPE END OF LEDGER ANCHOR BOLT EMDEDMENT MIN EMDEDMENT MIN • • I • • �" 7-10-2020 ISSUED FOR PERMIT (MIN) SPLICE (MIN) SPLICE J BAR LENGTH BAR LENGTH m a 7" 7" 7" SIZE, d WITHOUT WITH SIZE, d WITHOUT WITH — — HOOK HOOK HOOK HOOK � o O O #3 1,_9» 9» 2'_3>� #3 1>-9„ 8„ 2>-3„ U 7-4 2'-0"0 CONC. POLE CD 4" MIN. LEDGER #4 2'-3" 11" 2'-11" #4 2'-3 10 2'-6" BASE W/ 6-#8 VERT. — — I TYP. OPTIONAL CONSTR. JOINT 4 BOLT DIA. #5 2'-9" 1'-2" 3'-6" #5 2'-0" 1'-0" 2'-11" EQUALLY SPACED & #3 CLOSED TIES @ #6 3'-2" 1'-5" 4'-0" #6 2'-9" 1'-3" 3'-6" 12" O.C. TYP. U.N.O. DRAIN BEYOND NOTE: W/ 12" MIN. LAP A — — #4 @ 12 O.C. EA. WAY #7 4'-5" 1'-8" 5'-9" #7 3'-6" 1'-5" 4'-6" 14' 14" 1. WHERE DEPTH OF NOTCH IS GREATER THAN D/5 NOTES: Z� PROVIDE ANCHOR BOLT EA. SIDE OF NOTCH AS SHOWN. NOTE: BASIC DEVELOPMENT LENGTH & SPLICE 1. MAXIMUM HEIGHT OF LIGHT POLE 25-6" ABOVE BASE, TYP. COMPUTED FOR UNCOATED DEFORMED BARS. 2. REF. ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. REVISION RECORD NOTCH & HOLE IN JOIST/LEDGERSCALE: 1g BAR EMBEDMENT/SPLICE SCHEDULE SCALE: 12 LIGHT POLE FOOTING SCALE: SCALE: %4'=1'-0" /a -1 0 3/4'=1'-0" S FLOOR GRATE is"=1'-0" 4 VERTICAL PIPE C.L. OF COLUMN OR #4 DOWEL W/ STD. HOOK 6x6-1.4x1.4 WWF OR STUD DEPTHSPREAD FOOTING @ 24" O.C. EA. WAY #3 @ 16" O.C. EA. WAY :21'-0" 1'-0" 0wQ 11 10 10 o 2" 01 z10 10z m � NO IPE 0. V) CLR. CONC. SLAB BORED HOLE ~ o o' z PENET ATIONS �, CONC. CURB W/ 1-#4 CONT. EXTERIOR WALLS OR INTERIOR " o Q w TYPICAL GRADE w BEARING OR SHEAR WALLS DIAMETER D ,l THIS AREA o' SHEATHING " EITHER (RECTION BEAM OR FOOTING � � & #4 DOWELS @ 48 O.C. STUD MAX. BORED HOLE MAX. NOTCH REINFORCING REF. ARCH. USE HILTI HIT RE 500 V3 onald SIZE DIAMETER "D" DEPTH "N" • • • • • ANCHORING SYSTEM, ICC 2x4 1%$' Ya'> 3/4" DETAIL A — PLAN VIEW DETAIL 'A' z 2x P.T. SILL PLATE ESR-3814 (2Ya EMBED.) 3 „ MIN. I it liqP W //\��\\��\��\��\��\��\��\��\��\\��\�/� �� ' /' W/ /"0x10" A307 (INSPECTION-REQUIRED) oberts 2x6 2Y8" 1/8 �� /� ANCHOR BOLT @ CONC. SLAB '� II #4x DOWELS NOTE: REF. 9/SD1 48" O.C. TO CONC. Associates, Inc. PROVIDE 2- #4 CONT. 3 CLR. II II w W/ STD. HOOK FOR SAFE PAD REINF. FOR POTATO PEELING ROOM Consulting Engineers ABOVE AND BELOW PIE II II @ 24" O.C.E.W. ONLY SLOPED MORTAR OOVERCOUT PENETRATIONS S SHOWN li ma N � 0 2948 N. Stemmons Freeway 10 z FLOOR FINISH w ci BASE. FOR TILED FLOOR, Dallas, Texas 75247-6103 CORNERS! ;� I REF. ARCH. `� MIN. THICKNESS = 2Ya" Phone: (214) 637-6299 INTERIOR NON-BEARING WALLS ( O O I II a w - _ __ www.rara.net N STUD MAX. BORED HOLE MAX. NOTCH w SIZE DIAMETER "D" DEPTH "N" 111'iI " MIN. PROFESSIONAL SEAL 2x4 2" 1%" — — Zo '— — - - - s - - -L — 'A — � - - • • • • • REF. 2x6 3Ya„* 2Y” NOTE: „ NO MORE THAN TWO DOUBLE WRAP PIPES * 3 „ NOTCH N LAYERS OF PIPES FOR FLEXIBILITY 1 \/��\/�\/�\/�\/�\/�\\/�\// FOR NOTCHES MORE THAN 1/ (2x4) OR 2Ya' (2x6) „ (CONDUITS) WITH (Ya MINIMUM) a. A METAL STRAP WILL BE REQUIRED. FOR NOTCHES UP NOTE: TO 4" LONG USE HRS12 FOR EACH STUD CUMULATIVE DIAMETERS IF MORE THAN 2 PIPES OF 3" OR LARGER ARE TESTED COMPACT ALTERNATE .041650 N s' TO BE NO MORE ,. BACKFILL ABOVE AND Exp.12/31/21 9" (I.E. 6"+3"=9") PARALLEL WITHIN A 2'-0" AREA (HORIZ.) AROUND TRENCHES PROVIDE #3 @ 18 O.C. ALONG THE LENGTH. �0 NOTCH & HOLE IN STUD & TOP PLATE SCALE: 15 TYP. PEN. THRU FTGS. OR GR. BMS. SCALE: 11 CONCRETE EQUIPMENT PAD 3 CALF: 7 INTERIOR NON-BEARING WALL DETAIL s CALE� 9j�OF CA VY /a -1 0 /a -1 -0 /a -1 -0 /a -1 O `b✓��, �a CD PIPES PERPENDICULAR TO FOOTING STD. HOOK 11 10 STD. HOOK 1 01 40 BAR DIA. FILLER SEALANT Y8" SAW-CUT JOINT Ozo OR TOOLED JOINT ____ — — — — z CD d A OR G J i J z CONC. SLAB o Cl- I I II Q Q II I a o Uj a PROTOTYPE VERSION CD ,i o o ,l ow 16U.2.61 1010 X d z � - - - - -�L — � - - - - -�— J 90° HOOKS a ¢ 135° HOOKSO O w I m M I I PROJECT NAME 0 0 0 CD CONTINUOUS CONTINUOUS • • • • • • ~ I N-N-OUT PROVIDE CORNER BARS - z \ SLEEVE RADIUS=PIPE � CD AT EACH OUTSIDE FACE BEAM REINF. II I BEAM REINF. RADIUS + 1" CAULK HORIZONTAL REBAR. GAP AS REQ'D. /\/\\/ BURGER M CORNER BARS SHALJAS I I I I PROVIDE CORNER BARS Q �/��, 6d FOR #3,#4,#5 BE THE SAME SIZE AT EACH OUTSIDE FACE STIRRUP AND TIE HOOKS ALL GRADES 12d FOR #6,#7,#8 THE LARGEST HORIZONTAL REBAR. N 0 135° HOOKS 90° HOOKS HORIZONTAL REBAR. CORNER BARS SHALL BE - z _ _ _ _ _ _ _ NOTES: A FINISHED N THE SAME SIZE AS THE `D / SIZE, d DIAM., D A or G H, APPROX. A or G LARGEST HORIZONTAL \\� STO C KTO N #3 1Y2" 4Ya" 3" 4" REBAR. „ \ / — — — — — — 1. SPACE JOINTS @ 12-0 O.C. MAX. TYP. FOR INTERIOR & CALIFORNIA9 EXTERIOR SLABS. C #4 2„ 4Y2 3» 4Y2 REF. PLAN REF. PLAN MIN NOTE: M #5 2Y2.. 5Yi„ 3%a" 6" STIRRUPS NOT NOTE: 2. SLAB-CUTTING PERMITTED THE SAME DAY OF THE POUR. Q #6 4Y2 g 4Y2„ 1 -0 SHOWN FOR CLARITY. STIRRUPS NOT NOTES: SLEEVE WIDTH + 2A U_ SHOWN FOR CLARITY. 0 #7 5Ya„ 9" 5Y4, 1'-2" SLURRY MIX BELOW FOOTING 1. NO PIPES TO PENETRATE THRU FOOTING. o #8 6" 10Y„ 6" 1'-4" 2. WHERE PIPES DO OCCUR AT FOOTING ELEVATION, STEP PLACE CONCRETE AGAINST 5202 PACIFIC AVE V= NOMINAL DIAMETER OF BAR. FOOTING DOWN SO PIPES PASS THROUGH FOOTING WALL. UNDISTURBED SOIL STOCI(TON, CA 95207 SEISMIC STIRRUP/ TIE HOOKS 3 GALE: 14 CONCRETE FOOTING REINFORCEMENT 3 GALE: 10 PIPES PERPENDICULAR TO FOOTING 3 CALF: g SLAB CONTROL JOINT 3 GALE: 2 a /a -1 -0 /a -1 -0 /a -1 -0 /a =1 -0 co ri 0 N Cl 7 01 1'-6" STUD WALL EQ. EQ. I TRENCH FOR PIPE OR MIN. o o ELECTRICAL CONDUIT \BURGER® -o Q 01 1'-0" #4 BAR (TYP.) LARGER THAN 3 0 BACKFILL 2„ o REF. SOILS REPORT 1-#4 E.S, DISCONTINUOUS cLR. GOD BLESS AMERICA @ CONTROL JOINT, TYP. Ya" WIDE 0/2" DEEP GROOVE 180° HOOKS 4d OR 2Y" MIN. 90° HOOKS WITH SEALANT FILLER AT a A OR G DETAILING DEMENSION - a FINISHED GRADE FOR SLAB & BASE EXPOSED FLOOR. 00 REF. FOUNDATION s • • PLAN & SPECS. N z CONC. SLAB / / / / REF. PLA 190955 PROJECT NUMBER o 190955 Ld CD a END HOOKS, ALL GRADES \/ ! _ ! _ • !_ !_ _ !_ w Q BAR FINISHED 180° HOOKS 90° HOOKS REF. 7/SD1 FOR • • ��\\ aj SHEET TITLE SIZE, d BEND DIAM., D A or G J A or G VERT. DOWELS N SECTIONS #3 2Y4 5" 3" 6" PIPE PARALLEL KEY CONSTRUCTION s N #4 3" 6" 4" $„ & DETAILS Q REF. PLAN TO FOOTING JOINT, TYP. 10 10 SMOOTH BAR /$ x1 -4 LONG @ 24" O.C. TYP. C #5 2Y4" 7" 5" 10" DIGGING OR PIPE AT EXTERIOR SLAB ONLY. #6 4Y2" 6" 1'-0" TRENCHES PARALLEL LOCATE BARS @ 8" TO FOOTING ARE MID-DEPTH OF SLAB & ca z #8 6" 11" 8" 1'-4" rn NOT PERMITTED OIL ONE END ONLY BELOW THIS LINE SHEET NUMBER 0 N �1 2 Uj 'd'= NOMINAL DIAMETER OF BAR. O STANDARD REBAR END HOOKS 3 CALE� 1g SAFE PAD REINFORCEMENT SCALE: 8 PIPES PARALLEL TO FOOTING 3 CALF: 5 TYPICAL CONSTRUCTION JOINT SCALE: SD1 v /a -1 0 1 -1 -0 /4 -1 -0 w O a X