My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-09-12_PERMIT FILE - M1989029
DRMS
>
Day Forward
>
Permit File
>
Minerals
>
M1989029
>
2016-09-12_PERMIT FILE - M1989029
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 5:44:25 PM
Creation date
9/13/2016 9:48:00 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1989029
IBM Index Class Name
Permit File
Doc Date
9/12/2016
Doc Name
Adequacy Review Response
From
Aggregate
To
DRMS
Type & Sequence
AM4
Email Name
PSH
WHE
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
127
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).
View images
View plain text
1 2 3 4 5 6 <br /> T. m <br /> TABLE 2 TABLE 3 <br /> REQUIRED STRUCTURAL SPECIAL INSPECTION TESTING FOR REQUIRED SPECIAL INSPECTION T e rc <br /> REFER TO SPECIFICATION SECTION 0145 33 REFER TO SPECIFICATION SECTION 0145 33 a <br /> REQUIRED <br /> REQUIRED REPORTING TO <br /> REPORTING BY DESIGNATED <br /> SPECIAL TYPE OR 2012 IBC CODE DISTRIBUTION N <br /> A PERIODIC NSPECTORTO MATERIAL SCOPE STANDARD REFERENCE GEO7ECFQNl�C BY WHOM LIST COMMENTS a r <br /> SPECIAL CONTINUOUS DESIGNATED TESTING FOR <br /> 2012 IBC CODE REFERENCED CONTROLLED GRADATION ASTM D422 17056 SECTION 3123 23,FILL AND BACKFlLL APPROVED X w <br /> INSPECTION SPECIAL DISTRIBUTION SPECIAL > <br /> SYSTEM REFERENCE STANDARD (SEE NOTE 1) INSPECTION LIST COMMENTS INSPECTION FILL TESTING AGENCY m <br /> f <br /> CONCRETE <br /> 1.INSPECTION OF REINFORCING STEEL 1705.3, ACI 318: 3 5, X X CONTROLLED DENSITY ASTM D1556, 17056 SECTION 31 23 23,FILL AND BACKFILL APPROVED X <br /> AND PLACEMENT 1910A 7.1-7.7 FILL D2922 TESTING AGENCY <br /> a 0 <br /> a <br /> PREPARED DENSITY ASTM D1556, 17056 SECTION 31 23 13,SINSGRADE APPROVED X rci <br /> 2 INSPECTION OF ANCHORS INSTALLED N 1705 3,19091 ACI 318.3 8 6, X X SUBGRADE D2922 PREPARATION TESTING AGENCY 0 i <br /> HARDENED CONCRETE 813,2118uj <br /> d� <br /> 3 VERFY USE OF REQIAt MI ED DESIGN X 17053, ACI 318:Ch 4, X X CONCRETE _ <br /> CONCRETE STRENGTH AS N Pi19042, 52S 4 TM C39 1705 3 ONCE EACH DAY,BUT NOT LESS THAN APPROVED X <br /> ONE SAMPLE FOR EACH 150 CUBIC TESTING AGENCY us <br /> 19102,1910.3 <br /> YARDS OR 5,000 SIFT OF WALLS OR zO rc o <br /> 4.AT THE TIME FRESH CONCRETE IS 1705.3. ASTM C 172, X X SEE TABLE 3 FOR SLABS PLACED 2 �� <br /> SAMPLED TO FABRICATE SPECIMENS FOR 191010 ASTM C 31, CONCRETE TEST CONCRETE SLUMP ASTM C143,C94 17053 ONE SAMPLE PER STRENGTH TEST APPROVED X w o= <br /> MP STRENGTH TESTS,PERFORM SLU AND ACI 318.5 6, REQUIREMENTS TESTING AGENCY r, a 2 r <br /> AR CONTENT TESTS,AND DETERMItE THE 5.8 CONCRETE AIR CONTENT ASTM C231,C94 1705 3 ONE SAMPLE PER STRENGTH TEST APPROVED X wrc <br /> TEMPERATURE OF THE CONCRETE o a� <br /> TESTING AGENCY <br /> 5.INSPECTION OF CONCRETE PLACEMENT 17053, ACI 318.5 9, X X CONCRETE TEMPERATURE ASTM C1 5 3 064 170 ONE SAMPLE PER STRENGTH TEST APPROVED X 2 0� <br /> FOR PROPER APPLICATION TECI-HUES 1910.6,1910.7, 510 TESTING AGENCY <br /> �U <br /> 1910.8, o zo <br /> n6o <br /> a <br /> 8.INSPECTION FOR MAINTENANCE OF 1705.3, ACI 318 5.11- X X z a w <br /> SPECIFIED CURING TEMPERATURE AND 1910.9 513 1 1 1wo <br /> TECHNIQUES m r� <br /> 0 <br /> 7.INSPECT FORMWORK FOR SHAPE, 1705 3 ACI 318:6.1.1 X X o <br /> LOCATION AND DIMENSIONS OF THE z as <br /> CONCRETE MEMBER BEING FORMED z N �i <br /> o z� <br /> NO <br /> NOTES: 6o <br /> 1. PERIODIC INSPECTION IS DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS,IN C w <br /> SOME CASES PERFORMED DURING THEIR PLACEMENT AND IN ALL CASES PERFORMED UPON COMPLETION OF THEIR _ <br /> PLACEMENT.THE COMPLETION INSPECTION SHALL BE PERFORMED S THAT WORK CAN BE CORRECTED PRIOR TO <br /> 0 �z <br /> OTHER RELATED WORK PROCEEDING 4w <br /> `o <br /> N <br /> o� <br /> N =ay <br /> C wo <br /> 0 <br /> g J x <br /> W HU <br /> m 1 <br /> m Z <br /> C w o j <br /> m <br /> d170 <br /> 0 <br /> x <br /> aLu <br /> r <br /> N <br /> z LL <br /> O <br /> z N <br /> O U) <br /> • a vri Z <br /> z JO <br /> w <br /> r U <br /> W W W <br /> Za <br /> Lu <br /> Z O z 5 <br /> J U) <br /> r Q Z <br /> a U w <br /> v, w g <br /> W c <br /> D J O <br /> cl <br /> Z <br /> O <br /> VERIFY SCALE <br /> BAR IS ONE NCH ON U <br /> ORIGINAL DRAWING <br /> DATE JULY 2016 <br /> PROJ 653819 <br /> DWG G-010 O <br /> SHEET 10 of 103 U <br /> $PWURL SPWPATH FILENAME:SSR-FD-G-010.dgn PLOT DATE:2016\07\29 PLOT TIME: 6.08:19 AM <br />
The URL can be used to link to this page
Your browser does not support the video tag.