HomeMy WebLinkAbout4518 Westminster Ave - Misc. Permitso cAL IJVSPEC?IOJVS, INC.
3783 Sierra Ave . Norco, CA 92860-1338
Phone (951) 2O3-97O1
Fax 162619t7-8739
Email: Inf(@SoCalinepectionsinc.com
AWS/CWr- ICBO/rCC
ALL CITIES & JURISDICTIONS
]NSPECTION & MATERI.AL TESTING
REGISTERED INSPECTOR'S DAILY REPORT
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Reinforced Concrete
Post Tensioned Concrete
Structural Masonry
E Structural Steel Assembly
E Fireproofing
E asorrat
E Quality control
! Epoxy Anchors
E otner
TYPE OF .
INSPECTION
REOUIRED
ctty
Santa Ana4518 Westminster Ave
10197769 Santa AnaCalifornia Japanese Auto Service
Slab
Sal Fateen
I&.d.| O..cnpiion llyp., grd., $urc!)
Airdraulics' Seanna Widiaia
LOCATIONS OF WORK INSPECTEO, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS,
REMARKS, ETC, INCLUOES INFORMATION ABOUT AMOUTTS OF MATERIAL PTACEO ORWORK PERFORMED,
NUMBER, TYPE AND IDENTIFICATION NUMBERS OF SAMPLES TAKEN. STRUCTURAL CONNECTIONS (WELD
MADE H.T. BOLTS TOROUED) CHECKEO. ETC.
INEPECTION gU iTARY .
Observed pour of 4000 psi concrete 17 yards delivered by Associated for slab lor car lift foundation
4 4x8 samples obtained from truck chute. Concrete producl code is 17546 and ticket 45035886
SAMPLES
ttoRTAR ELOCX PPIS us OENAlTYCONCRETE
i 4YA
PAGE OF
CERTIFICATION OF CoMPLIANCE: To tho b€at of my knowl€dgo, all of the roported work,
unl€sa oth6nvi96 not6d, i6 in conformenca with lhe epprovcd plens, sp€cifcgtions, end
6€c1ion6 of th€ govsmino buildlng laws
TIME IN IIME OUT REG HOURS oTr5x
I 4
PROJECT NTENDENT
BY
8897940
oT 2X
CAL IIVSPE c ?rorvs,r rc.
374 Sierra Ave . Norco, CA 92a6O AWS/CWI- ICBO/ICC
ALL CITIES & JURISDICTIONS
INSPECTION & MATERIAL TESTING
Ifrbne (951) 2O3-97O1.Fax' (6261 9r7-8739
r,
EGISTERED INSPECTOR'S DAILY REPORT
PAGE 1 or 1
CERTIFICATION COMPLIANCE best of my knowtedge, allofthe repoded work,
.isin with the approved plans, specifications. and
applicable
ICC Concrete: 5296764
IrYPE oF
INSPEcTIoN
IRECiUIRED
tr
tr
tr
Reinforced Concrete
Post Tensioned Concrete
Structural Masonry
n Structural Steel Assembly
E Fireproofing
E Asphalt
n Quality Control
n Epoxy Anchors
E other
14518 Westminster Ave Santa Ana, CA
iCalifornia Japanese Auto Service City Of Santa Ana
Auto Shop
M.torial Oe.cdption (typ., grad6, sourcol
lHilti RD 200 Epoxy Seizmic Engineering
Aird raulics
',Charles F. Ramsey lll
LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLElils, PROGRESS,
REMARKS, ETC, INCLUDES INFORIVIATION ABOUT AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED.
NUMBER, TYPE AND IDENTIFICATION NUMBERS OF SAMPLES TAKEN, STRUCTURAL CONNECTIONS WELD
MADE H.T, BOL]-S TORQUED) CHECKED, ETC.
.II(SPECTION SUMMARY -
Epoxy Anchors
Observed placement of 12" #B rebar slab dowels for new to exiting slab dowels per
Detail 2 on anchoring sheet. #8 bars were installed with 6'' embedment into concrete
Slab. All holes were clean prior to placement of epoxy. Hilti RE200 Epoxy was used.
CONCRETF MORTAR GROIIT RI OCK PRISMS DFNSITY
TIME IN 'TIME OUT REG I]OURS oT15X oT ?x
1 1:00
Allrnsp€clioN bas€d on 6 mhimumol4 houE Over 4 hours = Ahoursminimum
Any msp€dDns oxlending pasl @n will b6 cha.Oed as ar A hour mnimum
PROJECT SUPERINTENDENT
BY:
Signalure of Specia
lhe ilding la'*s
01t16t19
SAMPLES
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so cAL rrvsPEcTlojvs, rNc.
3783 Sierra Ave . Norco, CA 92860
Phone (951) 2O3-97O1Fax (6261917-8739
AWS/CWr- rCBO/rCC
ALL CITIES & JURISDICTIONS
INSPECTION & MATERIAL TESTING
REGISTEREO INSPECTOR'S DAILY REPORT
PAGE 1 oF 1
CERTIFICATION OF COMPLIAN the best of my knowledge all of the reported work,
unless olheMise noted rs in ance with the approved plans, specificalions, and
ns of the
ICC Concrete: 5296764
02t01t19
TYPE OF
INSPECTION
REQUIRED
Reinforced Concrete
Post Tensioned Concrete
Structural Masonry
E Structural Steel Assembly
E Fireproofing
E Asphalt
E Quality Control
n Epoxy Anchorsn other
4518 Westminster Ave Santa Ana, CA
California Japanese Auto Service City Of Santa Ana
Auto Shop
Material O63cdplion (typ., gE.l6, eurco)
Hilti RD 200 Epoxy Seizmic Engineering
Airdraulics
Charles F. Ramsey lll
INSPECTION SUMMARY -LOCATIONS OFWORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEIVS. PROGRESS,
REMARKS. ETC, INCLUDES INFORMATION ABOUT AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED
NUMBER, TYPE AND IDENTIFICATION NUMBERS OF SAMPLES TAKEN STRUCTURAL CONNECTIONS (WELD
MADE H,T, BOLTS TORQUED) CHECKED. ETC,
Epoxy Anchors
Observed placement oI /o" all thread rods for new anchor bolts for (3) new car lifts in
Garage per detail 3. %" rods were installed with 15" minimum embedment into concrete
Footing. All holes were clean prior to placement of epoxy. Hilti RE500 Epoxy was used
Per plan
SAMPLES
CONCRETF MORTAR GROIIT BI OCK PRISMS DFNSITY
TIME IN T]ME OUT REG I]OURS oTl5X ar 2\
1 1:00 4
All msD€t ons based on a mrn mlm of 4 hours Over 4 hours = a hours m nrmum
Any rnsp€cl o.s enendng pasl noon w bo charged as an a hour mrn muh
PRO,lFCT SI IPFRINTFNOFNT
AY
ap ng building laws