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HomeMy WebLinkAboutB17-0066_S5_00-01_1498500466.pdf .,,ZA1%,;,. LAP REINFORCING HOOKS AND SPLICE TABLE (F'C = 2500 PSI, Fy=60 KSI, BAR SPACING = 6" MIN.) LAP CORNER '5.30,) �, STRAIGHT 90° STD 180' STD ADD LAP BARS-SAME SIZE STD. HOOK BAR HOOK HOOK B MCH TOP REINF IN GRADE �AS HORIZ. REINF. 06/26/17 DEVELOPMENT -R- tl -�- WALL WIDTHj. MMIIM • CLASS B LAP SPLICE 90' STD HOOK 1-,, \ SEE PLAN ' LENGTH (Ld) 180' STD W (INCHES) (INCHES) INSIDE HOOK o ADDITIONAL VERTICAL (INCHES) HOOK DIA (01) $=WALL REINFORCING • • li Mililliii BAR SIZE DIAMETER (db) (Y1) (INCHES) �W i m' EA. SIDE OF STEP (INCHES) (INCHES) J > is.- "TOP" LAP 11.. CJ PLACE VERT. REINF.} PLACE VERT. 70P" OTHER 'TOP" BARS OTHER HOOK Ldh - �= EXTEND TOP AT INSIDE CORNER REINF. AT CORNER BAR-SAME TOWN STAMP BARS REINFORCING ^^ OF HOOKS INSIDE CORNER SIZE AS HORIZ. REINFORCING BARS IN TENSION V Y OF HOOKS REINF. 1—"HOOK"—,' VERT REINF. /3 0.375 24 18 32 24 6 6 4 2.25 HORIZ. REINF. VERT. REINF. ' HORIZ. REINF. /4 0.500 32 24 42 32 8 7 5 3.00I - ✓� /5 0.625 39 30 51 39 10 9 5 3.75 PRIMARY REINFORCING HOOKS AND EMBEDMENT / LAP LENGTH kPLAN—TYP. WALLPLAN—TYP. WALL /6 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\ TIS LESS /vv/vvwv' ' :� ' ' ' ' ' HOR/Z. REINF. • z /\ ... 180' HOOK INSIDE HOOK MIN LAP ��//�/\` DIAMETER (db) 90' HOOK 135' HOOK i BAR SIZE (Y2) DIA. LENGTH l \/�\/ EXTEND BOTTOM (INCHES) (INCHES) (INCHES) /\///\�j\\�/` REINFORCING IMIE2x4 CONT. KEYWAY ,��.���`` (INCHES) (INCHES) REINFORCING LAP SPLICE //\/\ �// --t� Q �C ‘‘%+ \�\�\ \\\\\�\�\ \\\\\\�\�\�\%\\\`\\`�` VERTICAL REINF. •rw.°�e.PAR..�S 1% \ \ .\ \ \ \�\.\A/\\//, /, ,/�,// /` LAP f-4. .4;) /3 0.375 6 5 4 1.50 \ � _/4 0.500 8 5 4 2.00 • PLAN—VERT. WALL ; l=' _ e : ; 5 0.625 10 6 5 2.50 / •N5/31/17p 33878 '• f6 ADD LAP CONSTR. JOINT � �® EACH BOTTOM REINF IN GRADE#6 0.750 12 8 6 4.501 /1'-0"7L BEAM /MIN. ••••.♦as•••• 3 TYPICAL FOUNDATION REINFORCING DETAILS h,'ci.... s•p,� �'_ /7 0.875 14 9 7 5.25 — ���������� /8 1.000 16 10 8 6.00 2 TYPICAL WALL AND FOOTING STEP DETAIL S5.00 SCALE: %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 '00, CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE. HOOK F 2. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED SHALL I 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 0 02 B) CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2d AND CLEAR COVER NOT LESS TYPICAL SLAB REINFORCING THAN db. WHERE db = DIAMETER OF REINFORCING BAR AND 4 °s P - X Ld = DEVELOPMENT LENGTH. -(1390° HOOK 135' 180° < 3. ALL LAP SPLICES SHALL BE CLASS B UNLESS NOTED OTHERWISE. SAW CUT FRESH 4. WHEN SPLICING BAR OF DIFFERENT SIZE, THE LENGTH OF LAP SHALL BE GOVERNED BY THE LARGER DIAMETER BAR. HOOK HOOKCONCRETE IN 5. SPLICES ARE TO BE MADE SO THAT THE GIVEN DISTANCES TO FACE OF CONCRETE WILL BE MAINTAINED. ACCORDANCE WITH ACI114 6. SPLICES SHALL BE STAGGERED TO GIVE 12 INCHES CLEAR BETWEEN ENDS OF ADJACENT SPLICES, IF BARS ARE _I 1 302. 1 & ACI 360 SPACED CLOSER THAN 6 INCHES OR 6 BAR DIAMETERS. RECOMMENDED CONTROL JOINT SPACING TIE OR STIRRUP BENDS AND ENDS 8" 2 RECOMMENDATIONS 1—T/4 T MAX. AGGREGATE SIZE MAX. AGGREGATE SIZE 24" LESS THAN 3/4" 3/4"AND LARGER STANDARD REINFORCING HOOKS AND SPLICE STANDARD REINFORCING HOOK AND SPLICE 24" J T/2 �` 4" lo' 12' SCHEDULES I4's x / /` DETAILS CO 12" 0.C. �` 5" lo' 13' S5.0� 1y2" CONTROL JOINT 6" 12' 15' -co CLR. 7" 14' 18' 1 Q #4's ® ;) 1 • FILL JOINT WITH SEMI-RIGID EPDXY JOINT FILLER N 12" O.C. • SEE DRAWINGS FOR SLAB REINFORCING SIZE & 8" 16' 20' 0 I. 1 SPACING CONSTRUCTION • CONTROL JOINT SPACINGS ARE BASE ON THE a :. JOINT PORTLAND CEMENT ASSOCIATION PUBLICATION AMIllrrco CONCRETE FLOORS ON GROUND AND THE ACI *1'-0"* MANUAL OF CONCRETE PRACTICE411 (2)-/4's CONTINUOUS I 1'-0"0 (3)-15 S VERTICAL 4 TYPICAL SLAB ON GRADE STEP 5 CONCRETE SLAB JOINTS DETAIL 0 55.00 SCALE 1/2" = 1'-0" S5.00 SCALE: 1/2" = 1'-0" Orik � Ao " RPi ISSUE Town of Vail Permit Set CENTER PIER ON COLUMN ABOVE, 04Q SEE BUILDING STRUCTURAL PLANS (2)-/5's FOR OPENINGS q /3 TIES © 18" 0.C. LESS THAN 5'-0', DRAWN BY: JJP (2)-17's FOR OPENINGS CHECKED BY: MN LESS THAN 7'-0" 6 CP 7.0 — 72" ROUND CONCRETE PIER CROSS SECTION J CONSULTANT U 55.00 SCALE: 1" = 1'-0" N I SSG M NO ADDITIONAL kli 118 West Sixth Street, Suite 200 REINFORCING /5x5'-0" Glenwood Springs, CO 81601 / 1'-8" / PENETRATIONS I I DIAGONAL CORNER 970.945. 1004 www.sgm-inc.com A THAT FIT BETWEEN ADDITIONAL VERTICAL, REINFORCING ADDITIONAL VERTICAL, HORIZONTAL, I I HORIZONTAL, & DIAGONAL : WI & DIAGONAL REINFORCING STEEL REINFORCING STEEL AROUND E.A. STD. HOOK 111=1 (2)-/5s SHEET TITLE / 6"f 8"f 6" AROUND BEAM POCKET SEE TYPICAL n BEAM POCKET SEE TYPICAL VERTICAL EA. CONCRETE WALL OPENING DETAIL I /\ I CONCRETE WALL OPENING DETAIL ■N I , RRUP ED 11�� SIDE OF VIg11S E HORIZONTAL ■■1 OPENING Building 01 - BEAM BEAM & VERTICAL (6)-#5S VERTICAL I DEPTH / aim REINFORCING Concrete Details oL.-- _ +4" \ I / DEPTH +4"1y� i ,■■ 2"CLR. Iiiiiiimmi J••i y41) • ,■. j R.O. II■, �2"CLR. m — — // 5" BP 7, SEE BASE SCHEDULE AND S EELTE BEAM mopPER ARCH s.■, PROVIDE HOOK IF FULL F., WIDTH • FRAMING DETAILS +2.. EXTENSION IS REVISION l \ / I NOT POSSIBLE v CENT R PIER ON ' o COLUMN ABOVE, SEE BUILDING CROSS SECTION /3 TIES ® 18" o.C. STRUCTURAL PLANS EL EVA TION .3 10"f10 / (2)-/5S m xl C ZTYPICAL BEAM POCKET IN CONCRETE WALL DETAIL TYPICAL CONCRETE WALL OPENING DETAIL a CP 7. 7 — 72'x20" CONCRETE PIER CROSS SECTION 8 9 " SS.00 SCALE. 1" = 1'-O" S5.00 SCALE: 1" = 1'-0" S5.00 SCALE. %4" = 1'-0" C d E 3 0 0 0 v m v N d N D 6 PROJECT NUMBER 2015-453.001- ISSUE DATE 05/30/17 a TOWN OF VAIL SHEET NO. N PERMIT SET S5 . 00-01 M