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HomeMy WebLinkAboutB17-0066_S5.00-1_1498500436.pdf 10 OF7f lyi LAP iiij REINFORCING HOOKS AND SPLICE TABLE (F'C = 2500 PSI, Fy=60 KSI, BAR SPACING = 6" MIN.) LAP CORNER 6,) �, STRAIGHT 90° STD 180' STD ADD / LAP / BARS—SAME SIZE STD. HOOK iQO7 BAR HOOK HOOK © EACH TOP REINF IN GRADE �AS HORIZ. REINF. 06/26/17 DEVELOPMENT -R- #1 -4- WALL WIDTH \ • \ CLASS B LAP SPLICE 90' STD HOOK 1-,. \ - SEE PLAN ' LENGTH (Ld) 180' STD W (INCHES) (INCHES) INSIDE HOOK m E ADDITIONAL VERTICAL (INCHES) HOOK DIA (D1) $= WALL REINFORCING • BAR SIZE DIAMETER (db) (Y1) (INCHES) �W EA. SIDE OF STEP \ (INCHES) (INCHES) J r LAP PLACE VERT. REINF.7 PLACE VERT. O� } BARS OTHER 70P" BARS OTHER HOOK I Ldh EXTEND TOP CORNER BAR—SAME REINFORCING AT INSIDE CORNER REINF. AT TOWN STAMP ^^ OF HOOKS \ INSIDE CORNER SIZE AS HORIZ. REINFORCING BARS IN TENSION V V OF HOOKS REINF. /—'HOOK"—, VERT. REINF. /3 0.375 24 18 32 24 6 6 4 2.25 i HORIZ. REINF. VERT. REINF. III HORIZ. REINF. /4 0.500 32 24 42 32 8 7 5 3.00 - ✓---- PRIMARY REINFORCING HOOKS AND EMBEDMENT /5 0.625 39 30 51 39 10 9 5 3.75 / LAP LENGTH 1 PLAN—TYP. WALL PLAN—TYP. WALL is 0.750 47 36 62 47 12 10 6 4.50 5 Z CORNER REINF INTERSECTION REINF. 3S 9 CTR TO CTR SPACING OF SPLICED LAP LENGTH / STIRRUP AND TIE HOOK SCHEDULE BARS NOT TO EXCEED 1/5 MIN D E S I G N LAP LENGTH OR 6 IN WHICHEVER �\y\y\y\y\y\y\� ti IS LESS /\/ /�\\/A///j/j/A< HOR/Z. REINF. 180' HOOK INSIDE HOOK MIN LAP //�/i\�//` DIAMETER (db) 90' HOOK 135' HOOK / i /\ 1�� BAR SIZE (Y2) DIA.(D2) LENGTH l�//\\/�/ EXTEND BOTTOM (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) /i�/i 1%/` REINFORCING 1=fir2x4 CONT. KEYWAY < \ \•\ REINFORCING LAP SPLICE , , , , , , , , , , , , , , //i� \i` p,�D� CIC�c"�� � � � � � � � � � �\ VERTICAL REINF. �'n,a 0 Lic Ys�t� /3 0.375 6 5 4 1.50 \�����'` '� '�\A :\\/\\/,/��%��%�„,//\` LAP /4 0.500 8 5 4 2.00 LAP PLAN—VERT. WALL ,- ��'�°� _, � 6 ADD CONSTR. JOINT i 33 78 /5 0.625 10 6 5 2.50 ® EACH BOTTOM REINF IN GRADE N4/26/17: ; #6 0.750 12 8 6 4.50 1 BEAM •. �,•3 TYPICAL FOUNDATION REINFORCING DETAILS 4� ./..... ---- 17 0.875 14 9 7 525 %. , /8 1.000 16 10 8 6.00 2 TYPICAL WALL AND FOOTING STEP DETAIL S5.00 SCALE: 1/2" = 1'-0" MAX REINFORCING OFFSET BEND S5.00 SCALE: 1/2" = 1'-0" DISCIPLINE STAMP NOTES: 1. 'TOP" BARS SHALL BE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS 4,o CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE. HOOK ..-Nt 2. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED SHALL A) NOT BE LESS THAN db, HAVE CLEAR COVER NOT LESS THAN db, AND STIRRUPS OR TIES THROUGHOUT Ld NOT } LESS THAN THE CODE MINIMUM OR; 1 02 02 B) CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2db AND CLEAR COVER NOT LESSl THAN db. WHERE db = DIAMETER OF REINFORCING BAR AND , °s TYPICAL SLAB REINFORCING Ld = DEVELOPMENT LENGTH. 90° HOOK 135° 180° 3. ALL LAP SPLICES SHALL BE CLASS B UNLESS NOTED OTHERWISE. HOOK HOOK X SAW CUT FRESH 4. WHEN SPLICING BAR OF DIFFERENT SIZE, THE LENGTH OF LAP SHALL BE GOVERNED BY THE LARGER DIAMETER BAR. in Q CONCRETE IN 5. SPLICES ARE TO BE MADE SO THAT THE GIVEN DISTANCES TO FACE OF CONCRETE WILL BE MAINTAINED. ICE m 6. SPLICES SHALL BE STAGGERED TO GIVE 12 INCHES CLEAR BETWEEN ENDS OF ADJACENT SPLICES, IF BARS ARE 302ACC.1 & ORDANACCCE 360WITH ACI SPACED CLOSER THAN 6 INCHES OR 6 BAR DIAMETERS. RECOMMENDATIONS RECOMMENDED CONTROL JOINT SPACING TIE OR STIRRUP BENDS AND ENDS a . �_I 1 — 2 T/4 T MAX LESS THAN E 3/4"%4 SIZE MAX%4 AGGRANDEGATE LARGERZE , STANDARD REINFORCING HOOKS AND SPLICE STANDARD REINFORCING HOOK AND SPLICE 8"V T/2 T 4" 10' 12' flSCHEDULES DETAILS 24" / \ \' f 5" lo' 13' #4'$ x 24 CONTROL JOINT 6" 12' 15' ® 12" O.O.C. 1Y2, FILL JOINT WITH SEMI—RIGID EPDXY JOINT FILLER 7" 14' 18' CLR. • SEE DRAWINGS FOR SLAB REINFORCING SIZE & 8" 16' 20' 0 SPACING N < /4 s ® e 1 • CONTROL JOINT SPACINGS ARE BASE ON THE 12" O.C. I PORTLAND CEMENT ASSOCIATION PUBLICATION 1 CONSTRUCTION CONCRETE FLOORS ON GROUND AND THE ACI 4.0111ffr Co JOINT MANUAL OF CONCRETE PRACTICEICC (2)—#4's CONTINUOUS 5 CONCRETE SLAB JOINTS DETAIL 0 4 TYPICAL SLAB ON GRADE STEP S5.00 SCALE. Y2" = 1'-0" 1'-0"b " =(3)-0�S VERTICAL SS.00 SCALE: /z — 1'-0" OilyC ISSUE IIW 1 (2)—/5's FOR OPENINGS Structural Roof and CENTER PIER ON 2 COLUMN ABOVE, c4 LESS THAN 5'-0'; Foundation Plans SEE BUILDING (2)—#7's FOR OPENINGS STRUCTURAL PLANS LESS THAN 7'-0" /3 TIES © 18" 0.C. KEY PLAN U N 6 CP 1.0 — 12" ROUND CONCRETE PIER CROSS SECTION SS.00 SCALE. 1" = 1'-0" NO ADDITIONAL %nZ REINFORCING - NEEDED FOR - #5x5'-0" T PENETRATIONS - tD DIAGONAL AEACH CORNER THAT FIT BETWEEN X REINFORCING — / 1,-8" / i h r M, (2)—/5 S SHEET TITLE ,' / STD. HOOK ADDITIONAL VERTICAL, HORIZONTAL, _,./ ALL VERTICAL EA. ADDITIONAL VERTICAL, HORIZONTAL, I I & DIAGONAL REINFORCING STEEL -LAPINTERRUP EDJ SIDE OF / �'a"—/-7Y2"f sY4" & DIAGONAL REINFORCING STEEL AROUND BEAM POCKET, SEE TYPICAL tE & R/ZO ICAL ` OPENING Building 1 - Concrete AROUND BEAM POCKET, SEE TYPICAL I x I CONCRETE WALL OPENING DETAIL LNG I I / CONCRETE WALL OPENING DETAIL , ` REIN •ARCING Details — —,i— , I (6)—#5 S VERTICAL II BEAM / DEPTH BEAM 2"CLR. IDEPTH o +4 I I / +4" R.O. PER ARCH PROVIDE ta 11' a 2"CLR. EXTENSION IS REVISION C X INOT 5" BP 7, SEE BASE PLATE u BEAM POSSIBLE /J // \ i• SCHEDULE AND STEEL WIDTH Th e • FRAMING DETAILS I +2" A Lc CENT R PIER ON____y ' (2)—#5'S m COLUMN ABOVE, x SEE BUILDING CROSS SECTION c STRUCTURAL PLANS / 10" / 10" /\--#3 TIES @ 18" 0.C. ELEVATION 2 9 TYPICAL CONCRETE WALL OPENING DETAIL I 6. S5.00 SCALE: 14" = 1'—O" 7 CP 1. 7 — 12"x20" CONCRETE PIER CROSS SECTION 8 TYPICAL BEAM POCKET IN CONCRETE WALL DETAIL 0 SS.00 SCALE. 1" = 1'-0„ SS.00 SCALE: 1" = 1'-0" d m a a E -,i2 N 7 PROJECT NUMBER 2015-453.001 ISSUE DATE 04/25/2017 a FOUNDATION SHEET NO. 0 N.N PERMIT SET S5. 00 71