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HomeMy WebLinkAboutB17-0285_S-300_1507158085.pdfNOTES: 1. ALL BENDS SHALL BE MADE COLD 2. #14 & #18 BARS SHALL BE BEND TESTED & LAB APPROVED PRIOR TO BENDING STANDARD BENDS 90° HOOK (#3-#5) d 3" MIN 6d TYPICAL REINFORCING BENDS STIRRUP/TIE BENDS 180° HOOK (#3-#8) D2 1 6 MAX OFFSET BEND D1 #3 - #8 6d #9 - #11 8d 90° HOOK (#6-#8) d 12d D2 135° HOOK (#3-#8) d 3" MIN 6d D2 90° HOOK d 12d D1 180° HOOK d 2 1/2" MIN 4d D1 #3 - #5 4d #6 - #8 6d D2 d D2 2 1/2" MIN 4d FORM SAVER AT BEAM OR WALL FACE AT BEAM OR WALL END LTS UNO LTS T LDH OR T-2" LESSER OF LTS UNO NOTE: 1. FORM SAVERS SHOWN ON DRAWINGS ARE SUGGESTED BASED ON ANTICIPATED CONSTRUCTION SEQUENCE AND FORMING SYSTEM. GENERAL CONTRACTORS AND SUB-CONTRACTORS MAY COORDINATE AND INSTALL CONTINUOUS BARS OR BREAK- OUT BARS TO PROVIDE EQUIVALENT CONTINUITY. ADD 1/2 NUMBER OF BARS INTERRUPTED BY OPENING PLUS 1, SPACE AT 3" OC DETAIL SIMILAR FOR CIRCULAR OPENINGS NOTES: 1. DETAIL APPLIES UNLESS REINFORCING IS SPECIFICALLY DETAILED ON THE DRAWINGS 2. 2. HOOK BARS WITH STANDARD HOOK WHERE LTS CANNOT BE ACHIEVED H, 3'-0" MAX TYP LTS + H TYPICAL OPENING (WALL ELEVATION) D NOTE 1 MAX 12"NOTE 1 ALIGN PENETRATIONS VERTICALLY AND HORIZONTALLY EDGE OF WALL (BOTTOM, OPENING, ETC.) 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 CORE OPENINGS, SLEEVE OPENINGS PRIOR TO PLACING CONCRETE 3. DO NOT CUT REBAR AT PENETRATION LOCACTIONS. REBAR MAY BE MOVED 8" MAX TO ACCOMMODATE PENETRATIONS 4. SCHEDULE 40 STEEL SLEEVES SHALL BE USED IN CRITICAL AREAS OF THE WALL AND SLABS AS DETERMINED BY STRUCTURAL ENGINEER OF RECORD EDGES, TYP 12" FROM ALL TYP EACH WAY 2" CLR TO REINFORCING, NOTE 2 AT OPENINGS 12" OR LESS (WALL ELEVATION) TYP LTS+W W, 3'-0" MAX 3" TYP NOTES: 1. DETAIL APPLIES FOR ALL OPNGS IN SOG'S AND TOPPING SLABS 2. REINF NOT REQUIRED AT OPNGS SMALLER THAN 10"x10" 3. SEE OTHER DTLS FOR REINF AT OPNGS IN CONC WALLS AND CONC STR SLABS OPENING RE-ENTRANT CORNER: DIAG BARS 2'-0" TYP TYP 1 1/2" TYP 3" (2) BARS EACH SIDE CENTERED IN SLAB. MATCH SLAB REINF SIZE (#4 MIN) © MARTIN/MARTIN 2017 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 SHEET TITLE: SHEET NUMBER: MM JOB #: M17.0024.S.01 PRINCIPAL/EOR: SEAN MOLLOY PROJECT MANAGERS: RALEIGH FISHER AND KEVIN HAAS DESIGNER: KARL MERTENS DATE PRINTED: FILE PATH: 7/21/2017 11:49:06 AM C:\Proj\17.0024-VailRowhouse10-RS17_rfisher52P2F.rvt GALVIN RESIDENCE LOT 10 303 GORE CREEK DRIVE MS17.0024.S.01 7/21/2017 S-300 TYP CONCRETE DETAILS NO SCALE 8 REINFORCING DEVELOPMENT, PLACEMENT, AND BEND INFO 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 LENGTHS BY 20% 3. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LENGTHS BY 30% 4. IF SIDE COVER IS LESS THAN 2 1/2 INCHES, INCREASE LENGTHS BY 40% HOOK EMBEDMENT NOTES: 1. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE SCHEDULED LENGTHS BY 50% 2. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LAP BY LENGTHS 30% 3. SCHEDULED 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% 4. LENGTHS NOTED BASED ON Fy = 60,000 PSI. FOR OTHER YIELD STRENGTHS, MULTIPLY LENGTHS NOTED BY Fy/60,000... ADJUSTMENTS TO GIVEN LENGTHS: 1. ALL SPLICES SHALL BE WIRED IN CONTACT. TOP AND BOTTOM BEAM SPLICES SHALL BE STACKED VERTICALLY 2. ALL SPLICES ARE 'LTS' UNLESS NOTED OTHERWISE 3. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS A. COMPRESSION LAP LENGTH SHALL NOT BE LESS THAN 'LCE' OF THE LARGER BAR B. TENSION LAP LENGTH SHALL NOT BE LESS THAN 'LTE' OF THE LARGER BAR 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... LAP SPLICE NOTES: 1. 'LCE' = COMPRESSION EMBEDMENT LENGTH 'LCS' = COMPRESSION LAP SPLICE LENGTH 'LDH' = HOOK DEVELOPMENT LENGTH 'LTE' = TENSION EMBEDMENT LENGTH 'LTS' = TENSION LAP SPLICE 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... GENERAL NOTES: #11 #36 31 43 22 101 77 131 100 27 43 19 87 67 113 87 26 43 17 78 60 101 78 #10 #32 28 38 20 91 70 118 90 24 38 17 79 60 102 78 23 38 15 70 54 91 70 #9 #29 25 34 18 81 62 105 80 22 34 15 70 54 91 70 21 34 13 63 48 81 62 #8 #25 22 30 15 72 55 93 71 19 30 13 62 47 80 62 18 30 12 55 42 72 55 #7 #22 19 27 13 63 48 81 62 17 27 12 54 42 70 54 16 27 11 49 37 63 48 #6 #19 17 23 12 43 33 56 43 15 23 11 37 28 48 37 14 23 9 33 25 43 33 #5 #16 14 19 10 36 27 46 36 12 19 8 31 24 40 31 12 19 8 28 21 36 28 #4 #13 11 15 8 29 22 37 28 10 15 7 25 19 32 25 9 15 6 22 17 19 22 #3 #10 9 12 6 22 16 28 21 8 12 6 19 14 24 18 8 12 6 17 13 22 17 LCE LCS LDH LTE TOP LTE OTHER LTS TOP LTS OTHER LCE LCS LDH LTE TOP LTE OTHER LTS TOP LTS OTHER LCE LCS LDH LTE TOP LTE OTHER LTS TOP LTS OTHER COMP TENSION COMP TENSION COMP TENSION BAR SIZE (IN-LB) BAR SIZE (METRIC) F'c = 3,000 PSI THRU 3,500 PSI F'c = 4,000 PSI F'c = 5,000 PSI LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE (INCHES) SLABS OR WALLS NOT EXPOSED TO EARTH OR WEATHER 1 CONCRETE PLACED IN FORMS, EXPOSED TO WEATHER OR EARTH 2 CONCRETE PLACED AGAINST EARTH 3 CASE COVER (IN) REBAR COVER NO SCALE 3 TYP FORMSAVER NO SCALE 9 CAST IN PLACE WALL PENETRATIONS NO SCALE 10 TYP TRIM REINF NO. ISSUE DATE 7/21/2017 10/04/17