HomeMy WebLinkAbout164849 CITY OF GLENDALE
PLANNING&DEVELOPMENT SERVICES JOB SITE COPY
5850 W.GLENDALE AVE.,2ND FLOORTHESEBSITE PLANS SHALL A ILA BE KEPT
BLETO AT CI THE
JOTY
GLENDALE,AZ 85301 OF GLENDALE INSPECTORS DURING SPECIAL INSPECTION CERTIFICATE
Glendale 623.930.2800 WORKING HOURS. PLANS SHALL NOT
ARIZONAWITHOUT
www.GlendaleAZ.com BE ALTERED OFFICIALS A PROVAL.DING STRUCTURAL
OWNER'S NOTIFICATION OF SPECIAL INSPECTION
To be completed and signed by the Owner before a building permit is issued
In accordance with Sections 1704 and 1705 of the 2018 International Building Code which requires that certain construction work be placed under inspection
of a registered design professional.I,as owner/legal agent,do hereby certify that I have retained Caruso Turley Scott to be
responsible for the special inspections on this project. (Registered Design Professional/Firm-please print)
Owner's name: Monty Coury Owner's Signature: Monty Coury Date: 1 1/03/2023
PROJECT NAME: REGISTERED DESIGN PROFESSIONAL/FIRM NAME:
1 Brady Notbohm/Caruso Turley Scott
6760 Deer Valley TIA
PROJECT ADDRESS: REGISTERED DESIGN PROFESSIONAL/FIRM ADDRESS:
C67.60-Deer-Vali Rp Brady Notbohm/
GLENDALE;AZ 85310 1215 W.Rio Salado Pkwy.,Suite 200
Tempe,AZ 85281
ce0G.PROJECT NUMBER _ —23255.52 3 EdOG_FERMIT'NUMBER: 164849 7
CERTIFICATE OF RESPONSIBILITY CERTIFICATE OF COMPLIANCE
To be filled in and signed by the professional in charge of Special Inspections To be filled in and signed by the professional in charge of Special Inspections
before a building permit is issued. before a certificate of occupancy is issued.
As registered design professional in tonal I certify that,to the best of my
charge of special inspections of the o�e� 6�9/ knowledge,the requirements of the o�esstonal 9/
above named project,I certify that I Q� q�F►�ATEA`r 2018 International Building Code Qc _of1CATF
am familiar with the design of the �� V� °p f� and the approved plans and 4. V� 6 S• �
project and hereby assume full .°1 42194 • a specifications have been complied .m 42194 o
responsibility for carrying out the �' BRADY K. m with,insofar as the portion of the •�' BRADY K.
required special inspections in NOTBOHMill
work requiring special inspection NOTBOHM
p 10/30/2023 p 02/13/2024 .'
accordance with Sections 1704 and �, under Section 1704 and 1705 is d
1705 of the 2018 International 1`;.nea' 4 concerned.A guarantee that the `�``,nea A,
Building Code. contractor necessarily constructed
Z • the building in full accordance with '
the plans and specifications is
neither intended nor implied.
(Seal,Signature,and Date) eal,Signature,and Date)
SPECIAL INSPECTOR QUALIFICATIONS APPROVAL BY BUILDING OFFICIAL/PLANS EXAMINER(1704.2.1): LA k DATE: 11/16/23
WORK WHICH REQUIRES SPECIAL INSPECTION QUALIFIED SPECIAL INSPECTOR INDIVIDUAL OR FIRM
® CONCRETE CONSTRUCTION/REINFORCING STEEL/POST-TENSION(1705.3) Roger Fraley
❑ MASONRY CONSTRUCTION(1705.4)
❑ WOOD CONSTRUCTION(1705.5)
® STEEL CONSTRUCTION(1705.2&AISC 360) Roger Fraley
❑ SOILS(1705.6)
❑ FOUNDATIONS(1705.7,1705.8&1705.9)
• SPECIAL CASES:POST-INSTALLED(EPDXY/EXPANSION)ANCHORS(1705.1.1) Roger Fraley
❑ SEISMIC RESISTANCE(1705.12)
❑ SPRAYED FIRE-RESISTANT MATERIALS(1705.14)
❑ EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS)(1705.16)
❑ STORAGE RACKS(1705.12.7)
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❑ OTHER: v be
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FORM EFFECTIVE 04/26/2019 POST AT JOB SITE WITH PERMIT
•
YOUR STRUCTURAL ENGINEERING EXPERTS
•
SPECIAL INSPECTION DAILY REPORT
MASONRY
CARUSO 1215 W.Rio Salado Pkwy. PAGE 1 OF 1
Suite 200
TURLEY Tempe,AZ 85281 DATE TIME JOB WC
SCOTT T:(480)774-1700 02-08-24 12:00 pm No. 23-1208S 50
consulting F:(480)774-1701 PROJECT _
structural
engineers' Sierra Verde Center T
TO: FINN Architects, LLC �cocATIO -- 6Z6O WJJeer_k-alley Rd CITY Glendale
1810 West Loamann Drive CONTRACTOR PM Management INSPECTOR Roger Fraley
Queen Creek, AZ 85142 PROJECT ENGINEER JEV
ATTN: PRESENT AT silt Richard w/PM Management
CC: City of Glendale, File
® Size,Spacing,and Grade of Vertical Reinforcing Steel ® Open-Ended Lintel Block
® Size,Spacing,and Grade of Horizontal Reinforcing Steel ® Rebar Lap Lengths
including Joint Reinforcing,Lintels,and Bond Beams ® Cleanliness&Dimensions of Masonry Units
El Size and Spacing of Horizontal Joint Reinforcing ® Grout Time in Mixer spec mix,mixed&placed within 20 mins
® Placement of Reinforcing Steel Including Required ® Water Added to Grout? ❑ No ® Yes per spec mix
El Clearances and Support 0 Grout Sampled for Strength:
® Dimensions(Depth and Thickness)of Masonry Elements Name of Testing Company
❑ Placement,Size,and Anchors on Embed Plates ® Mix Design#and Grout Strength spec mix,2000 psi
El Location of Control Joints ® Grout Vibrated,#Vibrators on Site one
❑ Size,Embedment,and Spacing of Anchor Bolts ❑ Veneer Tie Spacing and Connection
® Size,Length,Spacing,and Placement of Dowels
LOCATION'S -. COMMENTS. REFERENCED DETAILS
1st floor level along (1) Inspected on-site mixing, hand-placement&consolidation of GSN,
north side of existing - approximately 1 yard of 2,000-psi ArrieriNiix AMX 60U CG notes,
building coarse spec-mix grout at remaining CMU wall infill areas for S1.1,
voided cells. ` 01,
a. Grout was batched on-site per manufacturer's 05
specifications for spec mix.
b. Grout conforms to ASTM C476 &ACI 530.
c. Grout was hand placed in multiple lifts not exceeding
4'-0"each.
(2) Inspected placement of+/-1 1/2"of 5000 psi non-shrink dry pack at
steel beam lintels at new openings in existing CMU walls per Details
01 &05.
a. No exceptionswers noted._ _-_ _._________
L(_3)Allitems_inspected-appeared-to-be-in-gener-al-confor-mance-with- :
1structUral plans&"details.— j
Signed: Roger 1ratey Project Engineer:
Inspector Work Codes:50=Typical,51=Reinspection,52=Repairs,53=Late Concrete/Grout,54=Cancelled,55=Sat/Sun/Holiday