The original size of this drawing is 3ữ AREN 4506 Assignment #4 This assignment will introduce students to the process of performing quantity take-offs for caissons for their semester project. Please note that students are welcome to work together on this assignment, but every student is expected to do their own work and submit their own file as a deliverable. For the actual project submission, you are welcome to divide tasks among team members as you see fit. However, this assignment is expected to be completed by each student, as this is an important skill that all students will need to develop for success in this course. Overview This assignment will task students with performing a concrete and reinforcing steel QTO for a caisson for the semester project. Please note the annotations provided on the images below to illustrate which caisson you are tasked with analyzing. Specific deliverables required are outlined below. Please reference the semester project documents for additional information as necessary for performing this QTO. Please refer to the specific caisson identified on the drawing shown below. 19.0 + I -+- 5 - RETAINING WALL BELOW TAINING WAL O 12 CONC PC2 CCT B1-85.067 TYPICAL 4) P 1. FOR GENERAL NOTES AND LEGENDS, SEE SO SERIES AND TYPICAL DETAILS, SEE 81 SERIES SHEETS 2. FOR TYPICAL DETAILS SEE S1 SERIES SHEETS. DETAILS AND SCHEDULES INDICATED AS TYPICAL MAY NOT BE SPECIFICALLY REFERENCED ON DRAWINGS. DETERMINE WHERE EACH TYPICAL DETAIL OR SCHEDULE APPLIES BEFORE PROCEEDING WITH WORK 3. SEE ARCHITECTURAL DRAWINGS FOR CONCRETE SLAB ELEVATIONS, DEPRESSIONS, SLOPES OPENINGS, CURES, DRAINS, TRENCHES, SLAB EDGE LOCATIONS, ETC. AND FOR WALL OVERALL DIMENSIONS, LOCATIONS OF OPENINGS, ETC, NOT INDICATED ON STRUCTURAL DRAWINGS. 4. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF WORK 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND LOCATING ALL OPENINGS THROUGH THE SLAB INCLUDING BUT NOT LIMITED TO ELECTRICAL MECHANICAL PLUMBING SPRINKLER AND TELEPHONE SUBMIT TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO SUBMITTAL OF REINFORCING STEEL SHOP DRAWINGS 6. ELEVATION TOP OF CONCRETE SLAB SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS UNLESS NOTED OTHERWISE THUS 7. CONCRETE SLAB REINFORCING TO FOLLOW FRAMING PLAN 8. LOCATION OF P.T. POUR STRIPS TO BE COORDINATED WITH CONTRACTOR WATG planning architecture landscape interio Irvine CA 949574 8500 PLAN SYMBOLS DESCRIPTIONS INDICATES PILECAP TYPE MARK, SEE B/PG52-001 INDICATES TYPICAL CONCRETE COLUMN TYPE PER A/PG54-001 PS CC1 25 WHERE OCCURS TOP OF PLECAP TO BE UNO. PER SECTION AND/OR DETAILS INDICATES PILE LENGTH, SEE A / PG82-001 GB1 BELOW FINISH GRADE INDICATES CONCRETE GRADE BEAM, SEE SCHEDULE ON 1/PG82-001 INDICATES CONCRETE COLUMN, SEE CONCRETE COLUMN SCHEDULE ON A/PG84-001 INDICATES CONCRETE BEARING WALL W12 INDICATES CONCRETE BEARING WALL W12W.EF AND HT BOUNDARY RENFORCING & TIES @12 AT CORNERS INDICATES 12" CONCRETESHEAR WALL w12EW.EF. AND 24°24' BOUNDARY ELEMENTS VERTICALS & TIES 12 100% DESIGN DEVELOPMENT, MAY 18, 2023 | NOT FOR CONSTRUCTION THE LITTLE NELL HOTEL GROUP RC PARKITECTS 17040 SE PARE DELE, BUITE D IRVINE, CALIFOR92614 949.263.9070 www.TREPARKITECTS.COM Englekirk limelight LIMELIGHT HOTEL 1295 UNIVERSITY AVE BOLDER CU PROJECT NO. 740-COM LEVEL B1 FOUNDATION/ FRAMING PLAN PG LEVEL B1 FOUNDATION PLAN A PGS1-001 ESE 21506 Zoomed in view of clouded area: PC1 Perform QTO for this caisson. 25'-0" A PC1 25'-0" CC1 23'-6" C GS2-011 PC1 CC1 25'-0" GB1 CW8 CW8 GB1 GB1 (SL) CW12 PC2 25'-0" Deliverables The following deliverables must be included in this assignment submission. 1. [3 Points] Show calculations for determining CY of concrete for this caisson 2. [3 Points] Show calculations for determining Tons of steel reinforcing for this caisson. 3. [2 Points] Document assumptions made when performing this QTO 4. [2 Points] Present work in a clear and professional manner that documents all steps taken. A tabular or spreadsheet format is encouraged. Be sure to format the deliverable so that it is easy to identify the required deliverables.