HomeMy WebLinkAbout150537 Project:2241-033Modeme Arrowhead•J J
—" I__ 15431 N:67th Avenues
7 S� _,BAR ,-,Glendale,Arizona 85306 MAYS ---
CONSTRUCTION � S / J
RFI #141: Holes Drilled on GLB
TAI Rec'd
Status Open 10-24-23
To Kristi Wilcox(Todd&Associates,Inc.) From Lisa Fojtik(A.R.Mays Construction) 20-2037-03
6900 E Indian School Rd Ste 200
Scottsdale,Arizona 85251
Date Initiated Oct 24,2023 Due Date Oct 27,2023
Location Project Stage Course of Construction
Cost Impact TBD Schedule Impact TBD
Spec Section 06 10 00-Rough Carpentry Cost Code
Drawing Number Reference
Linked Drawings
Received From Jorge Loya Duarte(HJD Construction&
Engineering)
Copies To Lisa Fojtik(A.R.Mays Construction),Eric Loeffler(A.R.Mays Construction),Todd Olson(A.R.Mays Construction),Ray Reyes
(A.R.Mays Construction),Mitchell Stewart(A.R.Mays Construction),Anthony Thomas(A.R.Mays Construction),Christine Vega
(A.R.Mays Construction),Eric Wester(A.R.Mays Construction)
Activity
Question {----__—_------------ ---• -----..—_-----------------------
j Question from Lisa Fojtik A.R.Mays Construction on Tuesday, Oct 24,2023 at 09:43 AM MST
HJD Construction,framing contractor,is requesting structural FOR review of the attached.The lumber supplier is asking for
the beam calculations that were done for this specific beam and to determine if this beam is still structurally functional with the
added drilled hole.See attached.
Attachments
3-1 Bin x 12in GLaptif,5-1_8in x 18in GLB.pdf
Awaiting an Official Response
Attached is the printout for the beam B-22 shown below.
Reinforce the beam around the hole per the attached - - •
detail SK-3. 311 r;.
n
Luis Duarte it
Landa and Associates, Inc. 31
11-30-23
—2 B-11
Additional comment: f;wr • ° G fi I
Only the 4.5" hole requires the steel plate reinforcement _`f�' °m I -0
the rest of the holes shown in the sketch provided do T J-3 1: I
not require reinforcement and can remain as is. I ,� _ B-9
o B-9 1, i .
,� '
_Li-A J c-io
o
Luis Duarte
Landa and Associates, Inc. 321 SIM 322
12-11-23 Page 1 of 1 Printed n:Oct 24, -.:. 09:43 AM MST
5" DIA. HOLE IN STEEL PLATE —
CENTER TO MATCH CENTER OF
EXISTING HOLE IN BEAM (FIELD
VERIFY LOCATION)
/
X WOOD BEAM
//////1" MIN. 2\,__ .
1/4"x 18"Dx 16"W STEEL
- ° I PLATE EACH SIDE WITH (24)
° ° •••° — I� Al — 1/4"x2-1/2" SIMPSON SDS
° O � — SCREWS EACH
• WOOD BEAM _ I 11
-v\` EXISTING HOLE
"'� ° 1 1 IN BEAM
cV0
EXISTING HOLE
IN BEAM
1/4"x18"Dx16"W STEEL
PLATE EACH SIDE WITH (24)
1/4"x2-1/2" SIMPSON SDS
SCREWS EACH
SK TITLE : JOB NAME :
REPAIR FOR HOLE IN BEAM MODERNE ARROWHEAD
SK- 3 �J
• LANDA &
■_ 2_ ASSOCIATES, INC. °�e��El A f9lnB�
p — m C m o`�`� No sA
Consulting Structural Engineers y 42976
a DUARTE
5128 East Thomas Office: (602) 443-5515 11 30 23
Suite 100 Fax: (602) 443-5533 O/B Si �ea'�•
Phoenix, Arizona 85018 JOB No.: LA19-144 9
4R/ZONA U S F•
EXPIRES 9-30—2026