My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5306 W McFadden Ave - Plan
PBA
>
Building
>
ProjectDox
>
M
>
McFadden Ave
>
5306 W McFadden Ave
>
5306 W McFadden Ave - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/24/2026 10:50:47 AM
Creation date
2/24/2026 10:50:27 AM
Metadata
Fields
Template:
Plan
Permit Number
101122413
101122414
Full Address
5306 W McFadden Ave
Street Number
5306
Street Direction
W
Street Name
McFadden
Street Suffix
Ave
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
447
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
ST. BARBARA CATHOLIC SCHOOL TASK 2 75-24272-01 <br />DIOCESE OF ORANGE SEPTEMBER 12TH, 2024 <br />SANTA ANA, CA BID & PERMIT SET <br /> <br />CAST-IN-PLACE CONCRETE 033000 - 4 <br />2.7 CONCRETE MIXTURES FOR BUILDING ELEMENTS <br />A. Normal-Weight Concrete: <br />1. Minimum Compressive Strength: 3000 at 28 days. <br />2. Maximum W/C Ratio: 0.50. <br />3. Slump Limit: 4 inches, plus or minus 1 inch. <br />2.8 FABRICATING REINFORCEMENT <br />A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." <br />2.9 CONCRETE MIXING <br />A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to <br />ASTM C 94/C 94M, and furnish batch ticket information. <br />1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from <br />1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and <br />delivery time to 60 minutes. <br />PART 3 - EXECUTION <br />3.1 FORMWORK INSTALLATION <br />A. Design, erect, shore, brace, and maintain formwork, according to ACI 301 to support vertical, <br />lateral, static, and dynamic loads, and construction loads that might be applied, until structure <br />can support such loads. <br />B. Construct formwork so concrete members and structures are of size, shape, alignment, <br />elevation, and position indicated, within tolerance limits of ACI 117. <br />C. Chamfer exterior corners and edges of permanently exposed concrete. <br />3.2 EMBEDDED ITEM INSTALLATION <br />A. Place and secure anchorage devices and other embedded items required for adjoining work that <br />is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, <br />instructions, and directions furnished with items to be embedded. <br />3.3 STEEL REINFORCEMENT INSTALLATION <br />A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and <br />supporting reinforcement.
The URL can be used to link to this page
Your browser does not support the video tag.