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Occupancy Activity Report '�� AI
Glendale Fire Department i
6829 N 58th Dr. "3 ► sr' :r Glendale,AZ 85301
•Writ.,-•` (623)930-4420
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The items noted above are in violation of the Glendale Fire Code.This is an official notice of violation and order to comply requiring immediate correction.A follow-up
inspection will be conducted on to insure compliance.Failure to comply with this notice and order will result in a Civil or
Criminal Complaint.For information regarding this inspection please contact the fire inspector at(623)930-4420.
Printed Name Company Name
/14 l i e M / -ee
Received By Inspector Car
- rtriARC
architecture&design
CONSTRUCTION CHANGE DIRECTIVE
Date: 04/18/2016 CCD Number: 3
Project: SimonMED Thunderbird Project Number: 14-054
Prepared by: Edgar Moreno
The following instructions change the contract documents to the extent defined.These instructions may change the cost of
construction and may modify the schedule.Approval of the Owner and Architect will follow-see below.Changes in the cost of
construction resulting from these instructions shall not delay commencement of the work.Notify the Architect of any conflicts
created by these instructions prior to commencing work.This Construction Change Directive with costs& schedule implications
will be required as part of the pay application review and approval.
1. All clarifications or revisions issued are changes to the original submittal. Revisions listed below
incorporate these clarifications, changes, and additions:
a. Delta 1 = Field Coordination
2. Following revisions to the Construction Documents:
SHEET ACTION DESCRIPTION
A-000 REVISE Revise construction classification for building. Construction classification
updated to Building Type IV.
A-401 REVISE Gyp. Bd. Ceiling in room "New Men's Toilet 4" to be changed to ACT.
THESE CHANGES AND CLARIFICATIONS CONSTITUTE CHANGE DIRECTIVE 3.
General Contractor:
Impact on construction cost: impact on schedule:
Architect: Date:
Owner: Date:
tr!ARC architecture &design, Ilc www.triARCdesign.com
99 East Virginia Avenue Suite 175 ; Phoenix,Arizona 85004 602.229.1 100 office i 602.229.1 101 fax
YOUR STRUCTURAL ENGINEERING EXPERTS
SPECIAL INSPECTION DAILY REPORT
4!)ill
CONCRETE / REINFORCING
cARUSO 1215 W.Rio Salado Pkwy.
Tufty Suite 200 PAGE 1 OF 1
cKOTTn9 Tempe,AZ 85281 DATE TIME JOB NO.
T:(480)774-1700 04-22-16 7:19 AM 15-940 S WC 50
structural F:(480)774-1701
engineers PROJECT
Simon Med
TO: triARC Architecture &Design LOCATION 5410 W Thunderbird Rd CITY Glendale,AZ
99 E Virginia Ave Suite 175 CONTRACTOR Mattson INSPECTOR Jim Juhl
Phoenix,AZ 85004 PROJECT ENGINEER TRM/JVD
ATTN: PRESENT AT SITE
Kenny(Mattson)
cc: Kenny@mattsonconstruction.com
N Size, Spacing, and Grade of Vertical Reinforcing Steel N Concrete Tested for Slump and Sampled for Strength:
X Size, Spacing, and Grade of Horizontal Reinforcing Steel N Name of Testing Company
X Placement of Reinforcing Steel Including Required Clearances, and Support N Mix Design#and Concrete Strength
N Dimensions(Depth,Width, or Thickness)of Formed Elements
N Placement,Size, and Anchors on Embed Plates N Concrete Vibrated,#Vibrators on Site
N Location of Control Joints
N Size, Embedment, and Spacing of Anchor Bolts POST-TENSIONING
X Size, Length,Spacing, and Placement of Dowels N Tendon Size, Quantity,Spacing
X Rebar Lap Lengths N Tendon Drape&Clearances
X Cleanliness&Dimensions of Foundations N Tendon Straightness
N Concrete Time in Mixer N Condition of Tendon Sheathing
N Water Added to Concrete? CI No ❑Yes N Sheathing Repair if Required
LOCATION COMMENTS REFERENCED DETAILS
Interior slab on grade at Inspected steel reinforcing in 11'0"X11'0" concrete slab on grade at GSN, Floor Plan
existing slab. existing concrete. 8" thick with#4 at 12"o.c. centered in slab. S201, plan note.
Corrections noted:
(1) #4 mat less than 3"from soil at bottom of excavated area. Not GSN, 04, 06
centered. Corrected immediately. Approved and photograghed.
(2) Lap splices less than insufficient, 25"'required at 4000psi per
Typ. dtl. Corrected and photograghed. Approved by Eng.JVD.
(3) Rebar mat cut out to make room for 12"X12" penetration boxes.
Allowed by Eng. JVD
(4) Dowels to existing concrete not required. Where installed
-I,
already recommended to be epoxied into holes. Per Eng. JVD
Signed: U ( q Project Engineer:
Inspector Work Codes:50=Typical,51=Reinspection,52=Repairs,53=Late Concrete/Grout,54=Cancelled,55=Sat/Sun/Holiday
FILE:SSI REPORT-CONCRETE 2015.DOTX\MAL