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HomeMy WebLinkAboutB16-0031_S300_1480363500.pdf1 1 LTS + 2'-0" WALL DWLS TYPUNO LTS LTS T/FTG H, 2'-0" MAX T SEE PLAN MATCH SIZE AND NUMBER OF FTG LONG BARS (1'-0" MIN) T 21 28 36 43 62 71 80 90 100 LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE (INCHES) #3 #4 #5 #6 #7 #8 #9 #10 #11 8 11 14 16 19 22 25 28 31 12 15 19 23 26 30 34 38 42 6 8 10 12 13 15 17 19 22 21 28 36 43 62 71 80 90 100 GENERAL NOTES: 1. 'LCE' = COMPRESSION EMBEDMENT LENGTH, 'LCS' = COMPRESSION LAP SPLICE LENGTH, 'LTE' = TENSION EMBEDMENT LENGTH, 'LTS' = TENSION LAP SPLICE LENGTH, 'LDH' = HOOK DEVELOPMENT LENGTH 2. 'TOP' BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 IN. OF FRESH CONCRETE IS CAST BELOW THE BAR 3. ALL BARS THAT ARE NOT 'TOP' BARS ARE 'OTHER' BARS 4. UNLESS NOTED OTHERWISE, ALL HOOK BARS SHALL EXTEND TO THE FAR FACE (LESS 2" COVER) LAP SPLICE NOTES: 1. ALL SPLICES SHALL BE WIRED IN CONTACT AND STACKED VERTICALLY 2. ALL SPLICES ARE 'LTS' UNLESS NOTED OTHERWISE 3. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS 4. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN IN LIEU OF LAP LENGTHS SCHEDULED 5. BUNDLED BAR SPLICES: A. INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL BE STAGGERED B. INCREASE LAP LENGTH 20% FOR A 3 BAR BUNDLE C. INCREASE LAP LENGTH 33% FOR A 4 BAR BUNDLE 6. IF A NOTE OR DETAIL CALLS FOR A BAR TO BE EMBEDDED Ld (DEVELOPMENT LENGTH) INTO CONCRETE, THIS LENGTH SHALL CORRESPOND TO A 'LTE' LAP ADJUSTMENTS TO GIVEN LAP LENGTHS: 1. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE SCHEDULED LAP LENGTHS BY 50% 2. SCHEDULED LAP LENGTHS ASSUME: A. CLEAR COVER IS GREATER THAN BAR DIAMETER, BUT NOT LESS THAN 3/4" B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2 BAR DIAMETERS C. IF EITHER CONDITION A OR B IS NOT MET FOR A GIVEN BAR, INCREASE LENGTHS BY 50% 3. SPLICE LENGTHS NOTED BASED ON Fy = 60,000 PSI. FOR OTHER YIELD STRENGTHS, MULTIPLY SPLICE LENGTHS NOTED BY Fy/60,000 HOOK EMBEDMENT NOTES: 1. SCHEDULED HOOK EMBEDMENT LENGTHS ASSUME: A. SIDE COVER IS 2 1/2 INCHES OR GREATER B. COVER BEYOND IS 2 INCHES OR GREATER 2. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE SCHEDULED LAP LENGTHS BY 20% 3. IF SIDE COVER IS LESS THAN 2 1/2 INCHES, INCREASE LENGTHS BY 40% 77 70 62 55 48 131 118 105 93 81 22 33 27 16 37 56 46 28 COMP TENSION 78 87 8 9 12 14 17 19 21 24 27 12 15 19 23 26 30 34 38 42 6 7 8 10 12 13 15 17 19 18 25 31 37 54 62 70 78 87 67 60 54 47 42 113 102 91 80 70 19 28 24 14 32 48 40 24 COMP 17 22 28 33 48 55 62 70 78 6 6 7 9 10 12 13 15 17 17 22 28 33 48 55 62 70 78 60 54 48 42 37 101 91 81 72 63 17 25 21 13 29 43 36 22 18 25 31 37 54 62 70 8 9 11 14 16 18 20 23 25 12 15 19 23 26 30 34 38 42 LCE LCS LDH LTE TOP LTE OTHER LTS TOP LTS OTHER LCE LCS F'c = 3,000 PSI THRU 3,500 PSI BAR SIZE (IN-LB) F'c = 4,000 PSI F'c = 5,000 PSI COMP TENSION TENSION LCE LCS LDH LTE TOP LTE OTHER LTS TOP LTS OTHER LDH LTE TOP LTE OTHER LTS TOP LTS OTHER #10 #13 #16 #19 #22 #25 #29 #32 #36 BAR SIZE (METRIC) D2 D2 D1 D1 NOTES: 1. ALL BENDS SHALL BE MADE COLD 2. #14 & #18 BARS SHALL BE BEND TESTED & LAB APPROVED PRIOR TO BENDING 1 6 90° HOOK PRINCIPAL REINFORCING 180° HOOK 90° HOOK #3-#5 STIRRUPS ONLY 135° HOOK #3-#8 TIE OR STIRRUP MAX OFFSET BEND ~ ~ ~ ~ ~ ~ D1 #3 - #8 6d #9 - #11 8d #3 - #5 4d #6 - #8 #9 - #11 6d 8d D2 d 12d d 4d 2 1/2" MIN d 6d 4" MIN d 6d4" MIN TYPICAL REINFORCING BENDS CONCRETE COVER CASE COVER (IN) CONCRETE PLACED AGAINST EARTH 3 CONCRETE PLACED IN FORMS, EXPOSED TO WEATHER OR EARTH 2 SLABS OR WALLS NOT EXPOSED TO EARTH OR WEATHER 1 INSIDE FACES INSIDE FACES INSIDE FACES CROSS WALL BAR SIZE & SPACING TO MATCH HORIZ REINF OUTSIDE FACE (SOIL SIDE) OUTSIDE FACE (SOIL SIDE) HORIZ REINF SOLID CIRCLE INDICATES ADDITIONAL VERTICAL BARS, SIZE TO MATCH WALL VERT REINF OPEN CIRCLE INDICATES VERTICAL REINF LTS OR CONT, TYP SUBGRADE BELOW THIS LINE COMPACTED ACCORDING TO EARTHWORK SPEC B/FTG ADJACENT TO WALL SHALL BE AT OR BELOW THIS LINE 1 2 2'-0" ADD 1/2 NUMBER OF BARS INTERRUPTED BY OPNG PLUS 1, SPACE AT 3" OC DETAIL SIMILAR FOR CIRCULAR OPENINGS NOTES: 1. DETAIL APPLIES UNLESS REINF IS SPECIFICALLY DETAILED ON THE DRAWINGS LTS + 18", TYP 3'-0" MAX W H, 3'-0" MAX TYPICAL OPENING T MAX D=0.3T OR 2" WHICHEVER IS SMALLER D = OUTSIDE DIAMETER 3D (12" MIN) CLEAR NOTE: WHERE CLEAR DISTANCE BETWEEN SLEEVES CAN NOT BE ACHIEVED AS SHOWN, STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED. SCHEDULE 40 SLEEVES SHALL BE USED IN CRITICAL AREAS OF THE WALL AND SLABS AS DETERMINED BY STRUCTURAL ENGINEER OF RECORD. AT PIPING OR CONDUIT NOTE 1 D 12" MAX NOTE 1 ALIGN PEN'S VERTICALLY B/WALL NOTES: 1. GREATER OF 2xD AND 12", WHERE CLEAR DISTANCE IS NOT ACHIEVABLE, TREAT AREA AS SINGLE OPENING REINFORCED PER "TYPICAL OPENING" DETAIL 2. DO NOT CUT REBAR AT PENETRATIONS LOCS. REBAR MAY BE MOVED 8" MAX TO ACCOMMODATE PENETRATIONS EDGES, TYP 12" FROM ALL TYP EW 2" CLR TO REINF, NOTE 2 AT OPENINGS 12" OR LESS STD HOOK 2" CLR HLTS + H T/WALL VERT WALL REINF HORIZ WALL REINF LTS INTERMITTENT 1'-0" LONG KEYS @ 2'-0" OC NOTE 2 60'-0" MAX NOTE 2 NOTES: 1. SUBMIT LOCATIONS OF CONST JTS FOR REVIEW PRIOR TO CONSTRUCTION 2. LOCATE CONST JTS AT LEAST 5'-0" FROM PILASTERS AND CORNERS. AT GR BEAMS, JT SHALL BE IN MIDDLE THIRD OF SPAN 60'-0" MAX EQ EQ EQ T EQ EQ EQ EQ EQ T T > 16" T ≤ 16" 1 1/2" 1 1/2" 1ST POUR 2ND POUR CONT KEY, TYP EDGES MAY BE ANGLED AT CONTR'S OPTION NOTES: 1. CLEAN SURFACES AND REMOVE LAITANCE 2. WET SURFACE AND REMOVE STANDING WATER PRIOR TO PLACING CONCRETE B A A B A CROSS WALL/GR BEAM BAR SIZE AND SPACING TO MATCH HORIZ REINF LTS TYP HORIZ REINF STD HOOK, TYP SOLID CIRCLE INDICATES ADDITIONAL VERTICAL BARS, SIZE TO MATCH VERT REINF OPEN CIRCLE INDICATES VERTICAL REINF 2" CLR MARK FOOTING SIZE L x W x T REINFORCING SERVICE CAPACITY (KIPS) REMARKS F2x2 2'-0"x2'-0"x1'-0" (3) #4 EW BOT 24 F3x3 3'-0"x3'-0"x1'-0" (4) #4 EW BOT 37 F4x4 4'-0"x4'-0"x1'-0" (4) #5 EW BOT F5x5 5'-0"x5'-0"x1'-0" (5) #5 EW BOT 13 6 SPREAD FOOTING SCHEDULE SOIL ALLOWABLE PRESSURE = 1500 PSF - - - - F2.5x3.5 2'-6"x3'-6"x1'-0" (4) #5 EW BOT 13 - SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2016 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PRICING 1/15/16 COORDINATION 2/9/16 CD 3/1/16 4/26/16 CD SET REV 8/12/16 ASI #5 5 3090 BOOTH CREEK DR VAIL, COLORADO 9/16/2016 9:43:37 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S300 REIMERS RESIDENCE TYPICAL CONCRETE DETAILS KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 NO SCALE 2 TYP SINGLE STEP AT WALL FOOTING NO SCALE 18 REINFORCING DEVELOPMENT, PLACEMENT, AND BEND INFO NO SCALE 20 TYP FND WALL W/TWO LAYERS REINF NO SCALE 5 TYP FTG ADJACENT TO WALL NO SCALE 11 TYP SLAB OR WALL PENETRATIONS NO SCALE 6 TYP STEPPED WALL AT TOP NO SCALE 12 TYP WALL VERTICAL CONST JOINT NO SCALE 19 TYP FDN WALL W/SINGLE CURTAIN OF REINF 3/4" = 1'-0" 1 SPREAD FTG SCHED - 1500 PSF BRG 09/16/2016 11/28/16