HomeMy WebLinkAbout1441 S Village Way - Misc. PermitKOURY ENGINEERING
14280 EUCLID AVENUE
cHrNo, cA 91710
(24 Hour) Cell: (310) 7134005
offrce: (909) 606611 1
Fax: (909) 6066555
ENGINEERING
A TESTING, INC.
REGISTERED INSPECTOR'S DAILY REPORT
oero o4-2g-lg
"-*'* 19-0365
ryPE OF
INSPECTION
REQUIRED
E Reanforced Concrele
E Pestressed concrcle
E Reanforced Masonrv
f] Structu.alsleel
E Frr€ Proofins
f] stotcrete
E Oualiry Conlrol
I Drilled lnAnchors
I ottrer EDoxv
L44L V ll eWa an Ana
S&A sion - Pull Test and Core Com ssion Testi Pe nd in Santa Ana
Slab on qrade
IraFiGci
P. Petrov
Iia;;l:i1"-:!;il6io,1 ( tvou orede sou' erc )
tl?" Dia. x 4718" Long Threaded Rod P Petrov
Epoxy Hilti HIT-HY 200-4 and Red Head G5+Walltopia
Alfy Mikhael
S! bcoiiii-ror
Walltopia
TYPE OF SAiIPLE SLU MP QUANTITY IN SET AODITIONAL REMARKS ON SAMPLES
INSPECTION SUIIII{ARY- LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED. JO8 PROBLEMS PROGRESS. REMARKS,
ETC.INCLUOE INFORMATION ABOUT AMOUNTS OF MATERIALPLACED OR WORK PERFORMED. NUMBER &TYPE OF
TEST SAMPLES TAKEN STRUCTURAL CONNECTIONS &VELOS MADE, BOLTS TOROUED) CHECKED, ETC.
On site to observe placement of Epoxy at the existing slab on grade at the fun room to install
Ll2" Dia. x 4 7/8" Long Threaded Rod w/3 U8" Embedment for installation the base plate columns
for the climbing wall at the following grid line ( Axis )
a) 37 , 38, 40 and 4L. ( 4 ) Threaded Rod per base plate column .( l-6 ) Total threaded rod
b) 36 , 38 , 42 and 43. ( 2 ) Threaded Rod per base plate column . ( 8 ) Total threaded rod
Epoxy Hilti HIT - HY 200 - A .
c) F.1", F.2, F.3 and F.4 . ( 4 ) Threaded Rod per base plate column . ( 16 ) Total threaded rod
Epoxy Red Head G5+ Medium - Duty Strength, Moderate Cur Time Long N4eet ICC - ES ESR - 4138 .
Referenced approved plan 5L14 , 1.2/5115, l-ls203 and 5202.
QUALITY CONTROL
CHECXLIST
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REMEI'€D APPROVED PTAN f] rEsr PERFoiMEo p€i sp€cs.
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CERNFlcAION OF CO{TIPLIAXCE
ALL V1/oRK LISTEDABOVE WAS INSPECTEOAS REQUIRED BY
THE APPROVED PL N, SPECIFICATIONS ANO GOVERNING COO€
I v1,oRI. CoMPLIES VMIH E WOR^ DOES NO I COMPLY
- APPROVE D DOCUM ENTS
TI[,4E IN TIME OUT REG. I-]OURS O,T, HOURS SAI\4PLES
08:00 14:00 8.0
Al mp€.1ons baed on a mirimlm ot 4 hours dtd over 4 ho{.3 - 8 toB dnidum ll
h€ rBp6.ror B cdk to a prqoct Bnd no wolt is pondrEd a two tEur minrnum
chars€ wdl be arplisd. Pleas. wril, O.C. ChodlEl.
Christian
CONTINUEOON NEXT PAGE PAoE _-L_ oF _-L
REGISTE
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CC archn&t Emme6r. Burldrm Offcral
NO AGENCY
www.kouryengineering.com FORM FR-20003 02/18,8CO8
Concrete 5264203
TESTS PERFORMED
052095-D19
132
KOURY ENGINEERING
14280 EUCLID AVENUE
cHtNo, cA 91710
(24 Hour) Cell: (310) 7134005
Offic€: (909) 60641 11
Fax: (909) 606-6555
ENGINEER
& TESTING
REGISTERED INSPECTOR'S DAILY REPORT
NGNC.
4t30t19
"'"'** 19-0365
TYPE OF
INSPECTION
REQUIRED
E Reinrorc€d Concrele
E Pr$tressed Concete
E Reinforced Masonry
E Structuralsteel
E Frrc Proolinq
E Sholcrete
E Oualiv conlrol
E Drilled ln Ancho.s
olher Pull test
1441 V eWa Santa Ana
N/AS&A Expansion - Pull Test and Core Compression Testine N/A
MAt€iames?rptrolt(tttt q[-e Cic.l
Pull test
Existinq Bickel Grou
Aurea
Joey lvlartinez Jr
TESTS PERFORMED
TYPE OF SAMPLE SLUMP OUANTITY IN SET ADDITIOiIAL REiiARKS ON SAIIIPLES
CERTIFICA]1Or{ OF COf,IPLIAXCE
ALL I,1,lcRK LISTEOABOVE WAS INSPECTED AS REQUIREO BY
CONTINIJEDON NFXT PAGF
TII\,IE IN TIME OUT REG, HOURS O,T. HOURS SAI\4PLES
4.0
All n3oelDm based on a
the rnspector 6 @lled Io
THE APPROVED PLAN. SPECIFICATIONS AND
I€S WTH
Concre
NINGCOOE
OOES NOI COMPLY
1320189 ACt
REVIEWED
By valerlem at 9:01 am, May 02, 2019
Arrived on site at 6 AM as requested
Performed pull test on 4 5/8" all threads located in the slab with 4" embedment.
No failures.
Equipment used: G-023, R-102
QUALITY CONTROL
CHECKLIST
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S,,ECIALTY
MENTS
NO AGENCY
www.kouryengineedng.com FORM FR-2@03034/2015
6r00 am 8:00 am
INSPECTION SUIIT{ARY. LocATIoNs oF \ DRK INSPECTED TEST SAMPLES TAKEN, woRK REJECTED, Jo8 PRoBLEMS. PRoGRESS, REMARKS,
ETC. INCLUDE INFORMATION ABOUTAMOUNTS OF MATERIAL PLACED OR WORK PERFORMED. NUMBER & TYPE OF
TEST SAMPLES TAKEN. STRUCTURAL CONNECTIONS IWELDS MAOE BOLTS TOROUED) CHECKED. ETC,
Pull value 7200 lbs corresponding to 2700 psi gauge reading.
KOURY ENGINEERING
14280 EUCLID AVENUE
cHtNo, cA 91710
(24 Hou0 Cell: (310) 7134005
Officei (909) 6066111
Fax: (909) 606-6555
ENGINEERING
A TESTING, INC.
REGISTERED INSPECTOR'S DAILY REPORT
Dar6 sgfig
",o,""t"o 19-0365
TYPE OF
INSPECTION
REOUIRED
I Reinlorced Concreie
E Prsslressed concrele
E Reinlorced Masonry
E srudurslsteel
f] Frre ProofinE
I strotcrete
E Oualiv Conlrol
E Drilled lnAnchors
tr olher EOOXV
1441 Villa Santa Ana
2019-148649 City ol Santa AnaS&A ExDansion - Pull Test and Core Compression
Si le sto Bickel Grou
N/A
N/A
Glenn Pearman
TESTS PERFORMED
TYPE OF SAMPLE SLUMP QUANTITY IN SET ADOITIONAL REMARXS ON SAMPLES
CONTINUED ON NEXT PAGE tr PAGE 1 OF 1CERT|FrcAIOT{ OF COf,IPLI,ANCE
ALL IIloRK LISTEDABOVE Wr'S INSPECTEOAS REOUIREO AY
THE APPROVED PLAN SPECIFICATIONS AND GO\,'ERNING CODE
tr1H"1[WJE3E""Hiis r\l,,RK D.ES Nor
Concrete/ Masonry/PT 83760s4 rCC
TII\,4E IN TIME OUT REG, HOURS O.T, HOURS SAI!1PLES
8:30 am 4:30 pm 8.0
All rup*lDns ba3ed of, a mrnmlm ot4 holrs and ova 4 houE - I
tho rn$.ctor rs c€lled to . Drol6cl end no wo.k B oeio.med
charqo wil be spplied. Plesse v6nly O.C. Checkrsr
l\4ihail Mihalev
SPECIALTY
INSPECTION SUMTIARY. LocATIoNs oF $DRX INSPEcTEo, TEST SAMPLES TAKEN, VI,13RK REJEoTEo. JoB PRoBLEMS PRoGRESS. REMARKS
ETC, INCLUDE INFORMATION ABOUTAMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER E TYPE OF
TEST SAMPLES TAKEN, STRUCTURAL CONNECTIONS (V\ELOS MADE, BOLTS TOROUEO) CHECKED, ETC.
Revised report.
Per a 10:07 a.m. phone conversation with Wesley Chu, the owner, he would like to proceed with epoxy setting of
12mm (.472"1all thread bolts despite approved plans calling lor 5/8". Mr. Chu understands that this report will be
designated as non-compliant pending city approval. ln addition, pull test performed on 4/30/19 was lor 5/E" epoxied
all thread bolts only.
Visual inspection for drilling concrete, cleaning of holes, and epoxy setting of 12mm all thread bolts to minimum
embedment depths ol 3 1/8" per details 1.'l & '1.2/S1'15 for boulder wall frames B & C, inclusive of support beams
C01-C35 (26, 2 bolt patterns & 9, 4 bolt patterns). Correct bolt pattern locations and sequence per S 104.
Hilti HIT 200 epoxy (exp. 09/19) was utilized lor 4 bolt pattern beam legs and Red Head G5+ epoxy (exp. 01/20) was
utilized for 2 bolt pattern beam legs per same details as above.
QUALITY CONTROL
CHECKLIST
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CC Archrt&i. Enared. Buildino Olr.ial
NO A6ENCY
w\rw.kouryenqineering.com FORM FR-2mO3 0211Arm3