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2D MIN. LIGHT POLE5ED REFLIGHT POLE BASE PL. AND DRILLED HOLE �a ELECTRICAL ANCHOR BOLTS BY LIGHT II POLE SUPPLIER GRATE & SINK o Yo CONC. Yo SHRINK GRI I %4" CHAMFER lY2" NON REF. ARCH. cD SURFACE cD o CD I I o J o w o w Architecture / Development JOIST & RAFTER 0 Of [if TYP. SLAB REINF. HIGH STRENGTH z o z o U REF. PLAN NON-SHRINK GROUT d Q bi z J = = 14901 Quorum Drive � ; d o � 3-#3 CLOSRECESS #4 CONT. CONC. SLAB Suite 300 Y5 TIMES THE TIES @ 1Y" REF. PLAN REF. PLAN Dallas Texas 75254 NOTE: 1i1 wSPLICE LENGTH & 3" O.C.„ Ph: (972)239-8884 1. NOTCHING OF JOISTS, RAFTERS OR 6 MAX. wi ol(6 TOTAL) Fax:(972)239-5054 & BEAMS IS NOT ALLOWED CLR. w _ _ ISSUE RECORD BAR SCHEDULE GRADE 60 fc'=3000 PSI BAR SCHEDULE GRADE 60 fc'=4000 PSI REOF.CCIVILAB — — N DATE DESCRIPTION END OF LEDGER ANCHOR BOLT ( ) ( ) /\X /. - URBAN PROTOTYPE DESIGN EMDEDMENT (MIN) SPLICE EMDEDMENT (MIN) SPLICE • • I • • 10-22-2018 ISSUED FOR PERMIT J BAR LENGTH BAR LENGTH m a 7” 7" 7" SIZE, d WITHOUT WITH SIZE, d WITHOUT WITH — — HOOK HOOK HOOK HOOK � a O 0 #3 11_91> 91> 2>_3>' #3 1'-9» 8» 2'-3» /ice �� /i. U LEDGER 4 2'-3" 11" 2'-11" #4 „ 2'-0"� CONC. POLE o L 4" MIN. OPTIONAL CONSTR. JOINT # 2-3 10 2'-6" BASE W/ 6-#8 VERT. — — TYP. 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 — — #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: 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/LEDGERE 1g BAR EMBEDMENT/SPLICE SCHEDULE SCALE: 12 LIGHT POLE FOOTING SCALE: g FLOOR GRATE SCALE: 4 /4 -1 O /4 -1 O /4"=l'-O" VERTICAL PIPE C.L. OF COLUMN OR #4 DOWEL W/ STD. HOOK 6x6-1.4x1.4 WWF OR STUD DEPTH SPREAD FOOTING @ 24" O.C. EA. WAY #3 @ 16" O.C. EA. WAY � wQ o 2" z m � NO IPE Cn CLR. CONC. SLAB BORED HOLE ~ U Z PENETRATIONS Uj N ; 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 BEAM OR FOOTING • • • • SHEATHING # " EITHER DIRECTION REF. ARCH. & 4 DOWELS @ 48 O.C. STUD MAX. BORED HOLE MAX. NOTCH 0 REINFORCING USE HILTI HIT RE 500 V3 SIZE DIAMETER "D" DEPTH "N" » » • • • • • ANCHORING SYSTEM, ICC onald Y8" 3/8" 3/4" DETAIL A - PLAN VIEW DETAIL "A" z ESR-3814 (2Y4 EMBED.) 2x4 1/,> MIN. iI Ii Of / �j /� /, / 2x P.T. SILL PLATE (INSPECTION-REQUIRED) R- oberts 2x6 2Ys 1% W/ 0.157"0 HILTI PAF �� \ \ @ 12" O.C. TO CONC. 1 '7 NOTE: REF. 9 SD1 ICC ESR-2269 CONC. SLAB » I #4x DOWELS / Associates, Inc. PROVIDE 2- #4 CONT. 3 CLR. II II w #4 STD. HOOK FOR SAFE PAD REINF. FOR POTATO PEELING ROOM Consulting Engineers ABOVE AND BELOW PIE II II DO NOT PENETRATIONS S SHO N z_ II ma � @ 24" O.C.E.W. � O N ONLY SLOPED MORTAR 2948 N. Stemmons Freeway U z FLOOR FINISH w CN BASE. FOR TILED FLOOR, OVERCUT II _ O of N 3 " Phlone: Texas 6374629903 CORNERS! - REF. ARCH. MIN. THICKNESS = 2/4 ( ) INTERIOR NON-BEARING WALLS ( O O `�' I �I Q w -ARCH.--,, MIN. - - -- Fax: (214) 637-6997 Cn www.rara.net STUD MAX. BORED HOLE MAX. NOTCH w • • • • • • • • SIZE DIAMETER "D" DEPTH "N" II 1'SIG" MIN. Of PROFESSIONAL SEAL !— — - - - s � — !� — � - - • • • • • 2x4 2"* 1 8" — — — — — REF. 2x6 3Y4"* 2Ya" ol NOTE: * a „ NOTCH „N„ NO MORE ERS OF PAN TWO DOR BF E WRAP FLEXIBILITY Ij ji / /\ i\ i\ S2.0 \QF a SS D FOR NOTCHES MORE THAN 1/ (2x4) OR 2Ya (2x6) �\ �\\ o ot A METAL STRAP WILL BE REQUIRED. FOR NOTCHES UP (CONDUITS) WITH CUMULATIVE DIAMETERS NOTE: (Y4 MINIMUM) TESTED COMPACT ca: 1,bfo:04165N p TO 4 LONG USE HRS12 FOR EACH STUD IF MORE THAN 2 PIPES OF 3 OR LARGER ARE ALTERNATE 0. 12J310 fq TO BE NO MORE THAN BACKFILL ABOVE AND 9" (I.E. 6"+3"=9") PARALLEL WITHIN A 2'-0" AREA (HORIZ.) AROUND TRENCHES sr CiVi� \P PROVIDE #3 @ 18 O.C. ALONG THE LENGTH. NOTCH & HOLE IN STUD & TOP PLATE SCALE: 15 TYP. PEN. THRU FTGS. OR GR. BMS. SCALE: 11 CONCRETE EQUIPMENT PAD SCALE: 7 INTERIOR NON—BEARING WALL DETAIL SCALE: ,f Of ��E CA � 0a CD PIPES PERPENDICULAR TO FOOTING STD. HOOK STD. HOOK 40 BAR DIA. FILLER SEALANT Ya" SAW-CUT JOINT O zo OR TOOLED JOINT U) z O d A OR G Q - - - - - — -- - - - - -i- - - - - - - - J z � CONC. SLAB o � w PROTOTYPE VERSION o o SLAB REINF. CUT z URBAN DESIGN X d z w IL — � _ _ _ — _� — _ _ _ _ _ w 1i EVERY OTHER BAR Of J 90° HOOKSI II Q Q II I OR WIRE AT JOINT 135° HOOKS O w I V 01 M m I I PROJECT NAME 0 0 0 CONTINUOUS PROVIDE CORNER BARSII II II CONTINUOUS SLEEVE RA REINF.77 BEAM BEAM REINF. DIUS=PIPE • • • • • • I 0 UT AT EACH OUTSIDE FACE RADIUS + 1" CAULK HORIZONTAL REBAR. I I I GAP AS REQ'D. � BURGER s CORNER BARS SHALL PROVIDE CORNER BARS a 6dFOR #3,#4,#5 BE THE SAME SIZE AS I I I I AT EACH OUTSIDE FACE STIRRUP AND TIE HOOKS ALL GRADES THE LARGEST I I I I HORIZONTAL REBAR. \, co 12d FOR #6,#7,#8 BAR FINISHED BEND 135° HOOKS 90° HOOKS HORIZONTAL REBAR. I I I I CORNER BARS SHALL BE - z — — — — — — — SIZE, d DIAM., D A or G H, APPROX. A or G THE SAME SIZE AS THE `� �� NOTES: #3 1Y" 4Y4" 3" 4" LARGEST HORIZONTAL LATH RO P \\ 1SPACE JOINTS @ 15'-0" O.C. MAX. TYP. FOR INTERIOR & REBAR. 9» �i — — — — — — . EXTERIOR SLABS. REF. PLAN REF. PLAN CALIFORNIA #4 2 4Y2 3 4Y2 MIN N U #5 2Y„ 5y» 3/4„ 6>, NOTE: NOTE: � STIRRUPS NOT STIRRUPS NOT SLEEVE 2. SLAB-CUTTING PERMITTED THE SAME DAY OF THE POUR. M #6 4Y" 8" 4Y2„ 1'-0" SHOWN FOR CLARITY. SHOWN FOR CLARITY. NOTES: WIDTH + 2A #7 5Y4„ 9„ 5Y4„ #8 6" 10Y 6" 1'-4" 1. NO PIPES TO PENETRATE THRU FOOTING. SLURRY MIX BELOW FOOTING 16514 GOLDEN VALLEY PKWY 0 2. WHERE PIPES DO OCCUR AT FOOTING ELEVATION, STEP PLACE CONCRETE AGAINST LATHROP, CA 95330 d'- NOMINAL DIAMETER OF BAR. FOOTING DOWN SO PIPES PASS THROUGH FOOTING WALL. UNDISTURBED SOIL 0 SEISMIC STIRRUP/ TIE HOOKS a CALE 14 CONCRETE FOOTING REINFORCEMENT a CALE: 10 PIPES PERPENDICULAR TO FOOTING 3 GALE: SCALE: Mf ,4 .1 0 ,4 .1 _a ,4 _, _o g SLAB CONTROL JOINT N M V NoNmOUT p 1'-6„ N STUD WALL EQ. EQ. TRENCH FOR PIPE OR MIN. o � Qc�o ELECTRICAL CONDUITLAER \BURGER® YO o a 1'_O„ #4 BAR (TYP.) REFGSOILSA EPORTBACKFILL 1-#4 E.S, DISCONTINUOUS 2 GOD BLESS AMERICA @ CONTROL JOINT, TYP. CLR. y" WIDE 0/2" DEEP GROOVE 180° HOOKS 4d OR 2Y2" MIN. 90° HOOKS WITH SEALANT FILLER AT A OR G DETAILING DEMENSION - FINISHED GRADE FOR SLAB & BASE EXPOSED FLOOR. lo REF. FOUNDATION • • PLAN & SPECS. a SLAB REINF. CONC. SLAB PROJECT NUMBER REF. PLAN CT; \ \\ \\ \\ z 180641.001 END HOOKS, ALL GRADES �� \/ • • • • • • w a • • � \\ \ - - — — - - - - - - - Of _j SHEET TITLE BAR FINISHED 180° HOOKS 90° HOOKS REF. 7/SD1 FOR SIZE, d BEND DIAM., D A or G J A or G VERT. DOWELS N SECTIONS N #3 2Y4" 5" 3" 6" KEY CONSTRUCTION co PIPE PARALLEL 5 » #4 3" 6" 4" 8" JOINT, TYP. 10 10 SMOOTH BAR / 0 x1 -4 DETAILS REF. PLAN TO FOOTING 0 #5 2Y4" 7" 5" 10 DIGGING OR PIPE ATNEXTERIOR OS ABT ONLY. Q TRENCHES PARALLEL LOCATE BARS @ co #6 4Y" 8" 6" 1'-0" TO FOOTING ARE MID-DEPTH OF SLAB & Z #8 564' 110"ll 11 8" 1'-4" NOTBELPERMITTED OIL ONE END ONLY co SHEET NUMBER N �1 v 2 LU O 'd'= NOMINAL DIAMETER OF BAR. STANDARD REBAR END HOOKS SD1 SCALE: 13 SAFE PAD REINFORCEMENT SCALE: 9 PIPES PARALLEL TO FOOTING SCALE: 5 TYPICAL CONSTRUCTION JOINT SCALE: 1 0 Y4"=1'-0„ 1„=1°-0» 3/4„=1'-0” Y4"=1'-O„ LU O d X