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Home My WebLink AboutREBAR SHOP DRAWINGS - 22-00694 - U-Haul - New Construction Bldg BP.O. BOX 1464  IDAHO FALLS, IDAHO 83403 1405 FOOTE DRIVE  IDAHO FALLS, IDAHO 8402 PHONE (208) 523-2681  FAX (208) 524-4435 *PD–Product Data SD–Shop Drawings MD–Mix Design OM–O&M’s ASBLT–As Builts WAR–Warranty MU–Mock‐up REP– Reports/Tests CERT–Certificates CLOSE–Closeouts INST–Installation/Instructions EM–Extra Materials CF – Conformance Forms Submitted for Approval Date: December 1, 2022 Subcontractor: Bryan Landon Construction Inc Reviewer: Structural Edge Engineering Attention: David Sansotta Address: 5509 N Glenwood St Garden City, ID 83714 RE: 01013 ‐ U‐Haul Rexburg, ID Please review the following and return in accordance with the contract specifications: Submittal Division Description Status SD‐12 03 Bldg. B ‐ Foundation Rebar Shops For Approval Vanessa Josephson Vanessa Josephson This review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the shop drawings and submittals do not relieve the contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for: dimensions and quantities to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or the means, methods, techniques, sequences and procedures of construction; coordination of the work with other drades; and for performing all work in a safe and satisfactory manner. Structural Edge Engineering By: davids 12/02/2022Date: Approved Approved as Noted Rejected Revise and ResubmitX 1 2 2.7 3 4 5 6 A A.1 B B.7 C D E A A.1 B B.7 C D E LAP SPLICE #4=20" FOOTINGS MATCH LINE SHEET R2 1 R7 10 R72 R7 3 R7 3 R7 1 R7 1 R7 10 R7 10 R7 10 R7 10 R7 9 R7 8 R7 8 R7 8 R7 8 R7 7 R7 7 R7 7 R7 7 R7 12 R7 9 R7 NOTE: 1. REINFORCING STEEL DETAILED IN ACCORDANCE WITH CRSI & ACI315 STANDARDS. 2. REINFORCING STEEL IS A615, GRADE 60, UNLESS OTHERWISE NOTED. 3. REINFORCING STEEL PLACING DRAWINGS MUST BE USED IN CONJUNCTION WITH, & DO NOT SUPERSEDE THE ENGINEERING DRAWINGS. 4. DIMENSIONS SHOWN, IF ANY, ARE FOR PLACING REINFORCING STEEL ONLY. CONCRETE CONSTRUCTION SUPPLY ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL ACCURACY, DESIGN, OR CONSEQUENCES OF DEFECTS WHEN SUCH DIMENSIONS ARE USED FOR CONSTRUCTION PURPOSES. 5. ANY ERRORS, INCONSISTENCIES, OR OMISSIONS BETWEEN THE PLACING DRAWINGS & ENGINEERING DRAWINGS SHALL BE BROUGHT TO CONCRETE CONSTRUCTION SUPPLY'S ATTENTION PRIOR TO FABRICATION/ CONSTRUCTION. ISSUED FOR BRYAN LANDON CONSTR. UHAUL BLDG. B REINF. 0270 JPS 10/18/2022 APPROVAL R1 X F G H J J.9 K 1 2 2.7 3 4 5 6 F G H J J.9 K LAP SPLICE #4=20" #5=2'-2" FOOTINGS MATCH LINE SHEET R1 11 R7 11 R7 11 R7 11 R7 8 R7 8 R7 8 R7 8 R7 7 R7 7 R7 7 R7 7 R7 12 R7 9 R7 1 R7 1 R7 1 R7 4 R7 4 R7 6 R7 5 R7 E 15 R7 16 R7 13 R7 13 R7 2 R7 3 R7 3 R7 16 R7 NOTE: 1. REINFORCING STEEL DETAILED IN ACCORDANCE WITH CRSI & ACI315 STANDARDS. 2. REINFORCING STEEL IS A615, GRADE 60, UNLESS OTHERWISE NOTED. 3. REINFORCING STEEL PLACING DRAWINGS MUST BE USED IN CONJUNCTION WITH, & DO NOT SUPERSEDE THE ENGINEERING DRAWINGS. 4. DIMENSIONS SHOWN, IF ANY, ARE FOR PLACING REINFORCING STEEL ONLY. CONCRETE CONSTRUCTION SUPPLY ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL ACCURACY, DESIGN, OR CONSEQUENCES OF DEFECTS WHEN SUCH DIMENSIONS ARE USED FOR CONSTRUCTION PURPOSES. 5. ANY ERRORS, INCONSISTENCIES, OR OMISSIONS BETWEEN THE PLACING DRAWINGS & ENGINEERING DRAWINGS SHALL BE BROUGHT TO CONCRETE CONSTRUCTION SUPPLY'S ATTENTION PRIOR TO FABRICATION/ CONSTRUCTION. ISSUED FOR BRYAN LANDON CONSTR. UHAUL BLDG. B REINF. 0270 JPS 10/18/2022 APPROVAL R2 X LAP SPLICE #4=24" STEM WALLS MATCH LINE SHEET R4 1 R7 11 R7 2 R7 3 R7 3 R7 1 R7 1 R7 11 R7 11 R7 11 R7 10 R7 9 R7 7 R7 7 R7 7 R7 7 R7 7 R7 7 R7 7 R7 7 R7 12 R7 12 R7 15 R7 NOTE: 1. REINFORCING STEEL DETAILED IN ACCORDANCE WITH CRSI & ACI315 STANDARDS. 2. REINFORCING STEEL IS A615, GRADE 60, UNLESS OTHERWISE NOTED. 3. REINFORCING STEEL PLACING DRAWINGS MUST BE USED IN CONJUNCTION WITH, & DO NOT SUPERSEDE THE ENGINEERING DRAWINGS. 4. DIMENSIONS SHOWN, IF ANY, ARE FOR PLACING REINFORCING STEEL ONLY. CONCRETE CONSTRUCTION SUPPLY ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL ACCURACY, DESIGN, OR CONSEQUENCES OF DEFECTS WHEN SUCH DIMENSIONS ARE USED FOR CONSTRUCTION PURPOSES. 5. ANY ERRORS, INCONSISTENCIES, OR OMISSIONS BETWEEN THE PLACING DRAWINGS & ENGINEERING DRAWINGS SHALL BE BROUGHT TO CONCRETE CONSTRUCTION SUPPLY'S ATTENTION PRIOR TO FABRICATION/ CONSTRUCTION. ISSUED FOR BRYAN LANDON CONSTR. UHAUL BLDG. B REINF. 0270 JPS 10/18/2022 APPROVAL R3 X LAP SPLICE #4=24" STEM WALLS MATCH LINE SHEET R3 11 R7 11 R7 11 R7 11 R7 7 R7 7 R7 8 R7 8 R7 7 R7 7 R7 7 R7 7 R7 12 R7 12 R7 3 R7 3 R7 4 R7 4 R7 6 R7 5 R7 15 R7 2 R7 3 R7 3 R7 16 R7 16 R7 NOTE: 1. REINFORCING STEEL DETAILED IN ACCORDANCE WITH CRSI & ACI315 STANDARDS. 2. REINFORCING STEEL IS A615, GRADE 60, UNLESS OTHERWISE NOTED. 3. REINFORCING STEEL PLACING DRAWINGS MUST BE USED IN CONJUNCTION WITH, & DO NOT SUPERSEDE THE ENGINEERING DRAWINGS. 4. DIMENSIONS SHOWN, IF ANY, ARE FOR PLACING REINFORCING STEEL ONLY. CONCRETE CONSTRUCTION SUPPLY ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL ACCURACY, DESIGN, OR CONSEQUENCES OF DEFECTS WHEN SUCH DIMENSIONS ARE USED FOR CONSTRUCTION PURPOSES. 5. ANY ERRORS, INCONSISTENCIES, OR OMISSIONS BETWEEN THE PLACING DRAWINGS & ENGINEERING DRAWINGS SHALL BE BROUGHT TO CONCRETE CONSTRUCTION SUPPLY'S ATTENTION PRIOR TO FABRICATION/ CONSTRUCTION. ISSUED FOR BRYAN LANDON CONSTR. UHAUL BLDG. B REINF. 0270 JPS 10/18/2022 APPROVAL R4 X 8" CONC. SLAB W/#4 @ 12" O.C, E.W. LAP SPLICE #4=24" MATCH LINE SHEET R6 NOTE: 1. REINFORCING STEEL DETAILED IN ACCORDANCE WITH CRSI & ACI315 STANDARDS. 2. REINFORCING STEEL IS A615, GRADE 60, UNLESS OTHERWISE NOTED. 3. REINFORCING STEEL PLACING DRAWINGS MUST BE USED IN CONJUNCTION WITH, & DO NOT SUPERSEDE THE ENGINEERING DRAWINGS. 4. DIMENSIONS SHOWN, IF ANY, ARE FOR PLACING REINFORCING STEEL ONLY. CONCRETE CONSTRUCTION SUPPLY ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL ACCURACY, DESIGN, OR CONSEQUENCES OF DEFECTS WHEN SUCH DIMENSIONS ARE USED FOR CONSTRUCTION PURPOSES. 5. ANY ERRORS, INCONSISTENCIES, OR OMISSIONS BETWEEN THE PLACING DRAWINGS & ENGINEERING DRAWINGS SHALL BE BROUGHT TO CONCRETE CONSTRUCTION SUPPLY'S ATTENTION PRIOR TO FABRICATION/ CONSTRUCTION. ISSUED FOR BRYAN LANDON CONSTR. UHAUL BLDG. B REINF. 0270 JPS 10/18/2022 APPROVAL R5 X OK STRUCT 8" CONC. SLAB W/#4 @ 12" O.C, E.W.7" CONC. SLAB W/ #4 @ 16" O.C, E.W. LAP SPLICE #4=24" MATCH LINE SHEET R5 15 R7 16 R7 NOTE: 1. REINFORCING STEEL DETAILED IN ACCORDANCE WITH CRSI & ACI315 STANDARDS. 2. REINFORCING STEEL IS A615, GRADE 60, UNLESS OTHERWISE NOTED. 3. REINFORCING STEEL PLACING DRAWINGS MUST BE USED IN CONJUNCTION WITH, & DO NOT SUPERSEDE THE ENGINEERING DRAWINGS. 4. DIMENSIONS SHOWN, IF ANY, ARE FOR PLACING REINFORCING STEEL ONLY. CONCRETE CONSTRUCTION SUPPLY ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL ACCURACY, DESIGN, OR CONSEQUENCES OF DEFECTS WHEN SUCH DIMENSIONS ARE USED FOR CONSTRUCTION PURPOSES. 5. ANY ERRORS, INCONSISTENCIES, OR OMISSIONS BETWEEN THE PLACING DRAWINGS & ENGINEERING DRAWINGS SHALL BE BROUGHT TO CONCRETE CONSTRUCTION SUPPLY'S ATTENTION PRIOR TO FABRICATION/ CONSTRUCTION. ISSUED FOR BRYAN LANDON CONSTR. UHAUL BLDG. B REINF. 0270 JPS 10/18/2022 APPROVAL R6 X FOUNDATION1 DOCK RETAINING WALL4 CONCRETE PEDESTAL7 FOUNDATION @ OPENINGS2 RAISED DOCK WALL OR RAMP5 DOCK LEVELER6 STEP FOOTINGS13 TYP CORNER BAR14 THICKENED SLAB EDGE15 CONCRETE PEDESTAL11 2 LOCATIONS4 LOCATIONS 5 LOCATIONS 3 LOCATIONS 8 LOCATIONS 8 LOCATIONS FOUNDATION 3 CONCRETE PEDESTAL8 CONCRETE PEDESTAL9 CONCRETE PEDESTAL10 CONCRETE PEDESTAL12 FIELD TRIM VERTS AT RAMP VERIFY STEP FOOTING ENTRY FOOTING16 @ OPENING NOTE: 1. REINFORCING STEEL DETAILED IN ACCORDANCE WITH CRSI & ACI315 STANDARDS. 2. REINFORCING STEEL IS A615, GRADE 60, UNLESS OTHERWISE NOTED. 3. REINFORCING STEEL PLACING DRAWINGS MUST BE USED IN CONJUNCTION WITH, & DO NOT SUPERSEDE THE ENGINEERING DRAWINGS. 4. DIMENSIONS SHOWN, IF ANY, ARE FOR PLACING REINFORCING STEEL ONLY. CONCRETE CONSTRUCTION SUPPLY ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL ACCURACY, DESIGN, OR CONSEQUENCES OF DEFECTS WHEN SUCH DIMENSIONS ARE USED FOR CONSTRUCTION PURPOSES. 5. ANY ERRORS, INCONSISTENCIES, OR OMISSIONS BETWEEN THE PLACING DRAWINGS & ENGINEERING DRAWINGS SHALL BE BROUGHT TO CONCRETE CONSTRUCTION SUPPLY'S ATTENTION PRIOR TO FABRICATION/ CONSTRUCTION. ISSUED FOR BRYAN LANDON CONSTR. UHAUL BLDG. B REINF. 0270 JPS 10/18/2022 APPROVAL R7 X SEE 5A/S0.2 FOR FOOTING STEP DETAIL