HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-12-1
1-
Carlson Testing, Inc.
'6L
Bend Office
Geotechnical Office
Eugene Office
Salem Office
Tigard Office
(541) 330-9155
(503) 601-8250
(541 )345-0289
(S03) S89-1252
(503) 684-3460
Daily Report of Proprietary Anchors
Client: DATA SPECIALTIES INC - VERN KOOPS
Project: DATA CENTER EXPANSION
Address: 123 INTERNATIONAL WAY - SPRINGFIELD, OR Jurisdiction:
CTI representative S, FOX OBOA 177
was on site this date Dee. 01. 2009 to perform Special Inspection for:
Permit COM 2009-01260
DFS #(s)
SCOPE OF INSPECTION
t. Checked in with superintendent or client representative.
Name: VERN
Company: DATA SPECIALTIES
2, Inspection was "IBC" GJ Continuous
D Periodic
PROPRIETARY ANCHORS
Yes NoN/A
I. Reviewed previous inspection reports?
2. Reviewed evaluation report?
I: I I
Verified following items meet manufacturer's
published installation instructions.
3. Verified minimum embedment depth of the
anchors.
4,Verified installation of the anchors.
5. Verified anchor diameter.
6. Verified steel grade.
7, Verified hole diameter.
I 8. Verified type of drill bit used.
9. Verified hole c1eanin!] method.
10. Verified adhesive applicatIOn.
I L Verified edge distance.
12. Verified spacing.
13. Verified installation torque.
x
X
X
X
X
X
Ix
Ix
Ix
CTI Job #: E0901042.
SPRINGFIELD
PO Number:
Location of proprietary anchors inspected [to include grid
lines, elevations (floors) and drawing details]:
CONTRACTOR INSTALLED 1120) 1/4"X 2 1/4" KB-3
ANCHORS INTO FLOOR SLAB IN CORRIDOR FOR NEW
RAISED ,LQOR WITH 2" EMBED AND 4 FTILBS OF
TOROUE, ALSO 181 3/8"X 4" SIMPSON TITEN ANCHORS
FOR EACH OF THE 121 300 KVA POWER DISTRIBUTION
UNIT RACKS WITH A MAXIMUM TOROUE OF 50 FT/LBS
REPORT SUMMARY
x
x-I
I
I
I
L Work inspected was: GJ Completed D In progress
2, Completed work inspected was in compliance with
GJ Approved plans and specifications D Shop drawings
D RFj D Design change GJ Submittal D N/A
Document #(s) 209335 Dated: 8/14/09
3. Noncompliance item(s) were noted this date, details on
following pagers). DYes D No GJ N/A
4. Noncompliance item(s) were reinspected this date, details
on following pagels). DYes D No GJ N/A
D Conform D Remain in progress
Evaluation report number & date:
Ice ESR 2302 AND 2713
12/01/08, 9101108 of
Name of product being installed HILTI KB-3, TITENS
Batch Number
Expiration Date
Report(s) findings were discussed and left with
Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
D See additional report page(s).
D Distribute attachments.
Page _of_
Daily Report of Proprietary Anchors
cn Joh #: E0901042.
For: 12/01/2009
Project:
DATA CENTER EXPANSION
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only, Information contained herein is not to be reproduced, except in f.
without prior authorization from this office. Under all circurnstances. the information contained in this report is provided
subject to all terms and conditions of CTl's General Conditions in effect at the tirne this report is prepared, No party other
than those to whom cn has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully subrnitted,
CARLSON TESTING, INC
Reviewed By: Steven Dugger
Review Date: 12/04/2009
SF /KMF
DATA SPECIALTIES INC - VERN KOOPS
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
KPFF
FAX/714-523-1861
ROBERT RITNER
FAX/S03-227-7980
FAX/714-832-1999
PEACE HEALTH RIVERBEND ANNEX
Carlson Testing, Inc.
~
Bend Office
Geotechnical Office
Eugene Office
Salem Office
Tigard Office
(541}330-9155
(503) 601-8250
(541) 345-0289
(503) S89-I2S2
(503) 684-3460
Daily Report of Proprietary Anchors
Client: DATA SPECIALTIES INC - VERN KOOPS
Project: DATA CENTER EXPANSION
Address: 123 INTERNATIONAL WAY - SPRINGFIELD, OR Jurisdiction:
CTI representative S, FOX OBOA 177
was on site this date Nav, 30, 2009 to perform Special Inspection for:
Permit COM 2009-01260
DFS #(s)
SCOPE OF INSPECTION
1. Checked in with superintendent or client representative.
Name: VERN
Company: DATA sp~rTn.TTIES
2, Inspection was "!BC" GJ Continuous
D Periodic
PROPRIETARY ANCHORS
Yes NoN/A
1. Reviewed previous inspection reports?
2. Reviewed evaluation report?
I: I I I
Verified following items meet manufacturer's
published installation instructions.
3, Verified minimum embedment depth of the
anchors.
4,Verified installation of the anchors.
5. Verified anchor diameter.
6. Verified steel grade.
7. Verified hole diameter.
8. Verified type of drill bit used.
I 9, Verified ~ole cleaning method.
110. Verified adhesive application.
III. Verified edge distance.
112. Verified spacing.
113. Verified installation torque.
X
X
x
X
X
X
X
X
X
CTI Job #: E0901042.
SPRINGFIELD
PO Number:
Location of proprietary anchors inspected [to include grid
lines, elevations (floors) and drawing details]:
CONTRACTOR INSTALLED 1200\ 1/4"X 2 1/4" HILTI
KB-3 .~CHORS INTO FLOOR SLAB IN THE CORRIDOR
WITH 2" EMBEDMENT AND A MINIMUM 4 FT/LBS OF
TOROUE FOT THE NEW RF.ISED FLOOR PEDESTALS
INSTALLED PER DETAIL SHEET # 5 OF KPFF DRAWINGS
18/14/09\
REPORT SUMMARY
I. Work inspected was: GJ Completed 0 In progress
2. Completed work inspected was in compliance with
o Approved plans and specifications 0 Shop drawings
o RFI 0 Design change GJ Submittal 0 N/A
Document #(s) 209335
Dated: 8/14/09
X
X
3. Noncompliance item(s) were noted this date, details on
following pagers). 0 Yes 0 No GJ N/A
4. Noncompliance item(s) were reinspected this date, details
on following pagers). 0 Yes 0 No GJ N/A
D Conform D Remain in progress
Evaluation report number & date:
ICC ESR 2302
12/01/08 of
Name of product being installed HILTI KB-3
Batch Number 0011281280
Expiration Date
Report(s) findings were discussed and left with
Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
D See additional report pagers),
D Distribute attachments.
Page _of _
Dail)' Report of Proprietary Anchors
en Job #: E0901042.
Project: DATA CENTER EXPANSION
For: 1113012009
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only, Information contained herein is not to be reproduced. except in f1
without prior authorization from this office. Under all circumstances. the information contained in this report is provided
subject to all terms and conditions of CTl's General Conditions in effect at the tirne this report is prepared. No party other
than those to whom cn has distributed this report shall be entitled to use or rely upon the information contained in this
document.
Ifthere are any further questions regarding this matter. please do not hesitate to contact this office,
Respectfully submitted.
CARLSON TESTING. INC.
Reviewed By: Steven Dugger
Review Date: 12/04/2009
SF/KMF
DATA SPECIALTIES INC - VERN KOOPS
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
KPFF
ROBERT RITNER
FAX/714-523-1861
FAX/503-227-7980
FAX/714-832-1999
PEACE HEALTH RIVERBEND ANNEX
Carlson Testing, Inc.
\1L
Bend Office
Geotechnical Office
Eugene Office
Salem Office
Tigard Office
(541) 330-9155
(503) 601-8250
(541) 345-0289
(503) 589-1252
(503) 684-3460
Daily Report of Proprietary Anchors
Client: DATA SPECIALTIES INC - VERN KOOPS
Project: DATA CENTER EXPANSION
Address: 123 INTERNATIONAL WAY - SPRINGFIELD, OR Jurisdiction:
CTI representative S. FOX OBOA 17 7
was on site this date Nov. 25. 2009 to perform Special Inspection for:
Permit COM 2009-01260
DFS #(s)
SCOPE OF INSPECTION
1. Checked in with superintendent or client representative.
Name: BILL
Company: DATA SPECIALTIES
2, Inspection was "[BC" Q Continuous
PROPRIETARY ANCHORS
1. Reviewed previous inspection reports?
2. Reviewed evaluation report?
Verified following items meet manufacturer's
published installation instructions.
3. Verified minimum embedment depth of the
anchors.
4,Verified installation of the anchors,
5. Verified anchor diameter.
6, Verified steel grade,
I 7, Verified hole diameter.
I 8. Verified type of drill bit used,
I 9, Verified hole c1eanin& method.
110. Verified adhesive application.
/11. Verified edge distance.
112, Verified spacing,
113. Verified installation torque.
o Periodic
YesNoN/A
I ~ I I I
Ix
X
X
X
X
Ix
I
I
Ix
Ix
I x
CTI Job #: E0901042.
SPRINGFIELD
PO Number:
Location of proprietary anchors inspected [to include grid
lines, elevations (floors) and drawing details]:
CONTRACTOR INSTALLED 1601 1/4"X 2 1/4" HILTI
KB-3 ANCHORS INTO THE FLOOR SLAB IN THE CORRInOR
WITH 2" EMBEDMENT AND A MINIMUM OF 4 FT/LBS OF
TOROUE FOR THE NEW RAISED FLOOR PEDESTALS AS PF.R
DETAIL SHEET #5 OF KPFF DRAWINGS IR/14/091
REPORT SUMMARY
\, Work inspected was: GJ Completed 0 In progress
2, Completed work inspected was in compliance with
o Approved plans and specifications 0 Shop drawings
o RFI 0 Design change [i] Submittal 0 N/A
Document #(s) 209335
Dated: 8/14/09
X
X
3. Noncompliance item(s) were noted this date. details on
following pagers). 0 Yes 0 No GJ N/A
4. Noncompliance item(s) were reinspected this date, details
on following pagels). 0 Yes 0 No GJ N/A
D Conform D Remain in progress
Evaluation report number & date:
ICC ESR 2302
12/01/08 of
Name of product being installed HILTI KB-3
Batch Number 001l28128Q
Expiration Date
Repon(s) findings were discussed and left with
Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
o See additional repon pagers).
o Distribute attachments.
Page _of _
Daily Report of Proprietary Anchors
cn Job #: E0901042.
For: 11/2512009
Project: DATA CENTER EXPANSION
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only, Information contained herein is not to be reproduced. except in f.
without prior authorization from this office. Under all circumstances. the information contained in this report is provided
subject to all terms and conditions of CTl's General Conditions in effect at the time this report is prepared, No party other
than those to whom CTl has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Steven Dugger
Review Date: 12/04/2009
SF /KMF
DATA SPECIALTIES INC - VERN KOOPS
TO: CITY OF SPRINGFIELD BUILDING DEPARTM~NT
KPFF
ROBERT RITNER
FAX/714-523-1861
FAX/503-227-7980
FAXj714-832-1999
PEACE HEALTH RIVERBEND ANNEX
Carlson Testing, Inc.
~
Bend Office
Geotechnical Office
Eugene Office
Salem Office
Tigard Office
(S41) 330-91S5
(503) 601-8250
(54 I) 345-0289
(503) 589-12S2
(503) 684-3460
Daily Report of Proprietary Anchors
Client: DATA SPECIALTIES INC - VERN KOOPS
Project: DATA CENTER EXPANSION
Address: 123 INTERNATIONAL WAY - SPRINGFIELD, OR Jurisdiction:
CTI representative S. FOX OBOA 177
was on site this date Nov. 24, 2009 to perform Special Inspection for:
Permit CQ!:l 2.Q.09.=PJ2..60
DFS #(s)- -
SCOPE OF INSPECTION
I. Checked in with superintendent or client representative.
Name: BILL
Company: DATA SPECIALTIES INC
2. Inspection was "IBe" [1J Continuous
o Periodic
PROPRIETARY ANCHORS
Yes NoN/A
I. Reviewed previous inspection reports?
2. Reviewed evaluation report?
I: I I I
Verified following items meet manufacturer's
published installation instructions.
3, Verified minimum embedment depth of the
anchors.
4.Verified installation of the anchors.
5. Verified anchor diameter.
6. Verified steel grade,
7. Verified hole diameter.
I 8, Verified type of drill bit used.
I 9. Verified hole cleanin& method.
110. Verified adhesive application.
I I I. Verified edge distance.
112. Verified spacing.
13. Verified installation torque.
X
X
X
X
x
X I
X I
I Ix I
1 X I I I
I X I I I
I x I I
Evaluation report number & date:
ICC ESR2302
12/01/08
Name of product being installed HILTI KB-3
Batch Number 0011281280
Expiration Date
CT] Job #: ,nqm n4?
SPRINGFIELD
PO Number:
Location of proprietary anchors inspected [to include grid
lines, elevations (floors) and drawing details]:
CONTRACTOR INSTALLED (260 l-J /4.o:X_2 1/4" HTJ.TT
KB-3 ANCHORS INTO FLOOR SLAB IN THE DATA C.F'.N'T'F.R
ROOM WITH A 2" EMBEDMENT AND 4 FT /LBS OF TORmTr..
FOR THE RAISED FLOOR PEDF.STALS PER DETAIL SHF.F.T
#5 OF KPFF DRAWINGS DATED 8/14/09
REPORT SUMMARY
I. Work inspected was: [jJ Completed 0 In progress
2. Completed work inspected was in compliance with
o Approved plans and specifications 0 Shop drawings
o RFI 0 Design change GJ Submittal 0 N/A
Document #(s) ;109335
Dated: 8/14/09
3, Noncompliance item(s) were noted this date, details on
following pagers). 0 Yes 0 No [jJ N/A
4. Noncompliance item(s) were reinspected this date. details
on following page(s). 0 Yes 0 No GJ N/A
D Conform D Remain in progress
Report(s) findings were discussed and left with
of
Based on the Code. approval is required from the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
o See additional report page(s).
o Distribute attachments.
Page _of _
Daily Report of Proprietary Anchors
cn Job #: E0901042.
For: 11/24/2009
Project:
DATA CENTER EXPANSION
Notes:
In some cases rnore than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in fl
without prior authorization frorn this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this rnatter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Steven Dugger
Review Date: 12/03/2009
SF/KMF
DATA SPECIALTIES INC - VERN KOOPS
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
KPFF
ROBERT RITNER
FAX/714-523-1861
FAX/S03-227-7980
FAX/714-832-1999
PEACE HEALTH RIVERBEND ANNEX
Carlson Testing, Inc.
~
Bend Office
Geotechnical Office
Eugene Office
Salem Office
Tigard Office
(54I}J30-9155
(S03) 60t-8250
(54I}J45-0289
(503) 589-I2S2
(503) 684-3460
Daily Report of Proprietary Anchors
Client: DATA SPECIALTIES INC - VERN KOOPS
Project: DATA CENTER EX!ANSION
Address: 123 INTERNATIONAL WAY - SPRINGFIELD, OR
CTI representative S. FOX OBOA 177
wason site this date I;; Nov, 23, 2009
Permit~COM_29~0..9.;;,0 I 2 60
DFS #(s)
Jurisdiction:
CTI Job #: E0901042.
SPRINGFIELD
to perform Special Inspection for:
SCOPE OF INSPECTION
I. Checked in with superintendent or client representative.
Name: BILL
Company: DATA SPECIALTIES
2. Inspection was "lBC" GJ Continuous
D Periodic
PROPRIETARY ANCHORS
Yes NoN/A
1. Reviewed previous inspection reports?
2, Reviewed evaluation report?
I: I I I
Verified following items meet manufacturer's
published installation instructions.
3, Verified minimum embedment depth of the
anchors.
4.Verified installation of the anchors.
5. Verified anchor diameter.
6. Verified steel grade.
7. Verified hole diameter.
I 8, Verified type of drill bit used.
I 9. Verified hole cleaning method.
110. Verified adhesive app\ication.
II I. Verified edge distance.
112. Verified spacing.
I ] 3. Verified instal ration torque.
x
X
x
x
X
X
1
I
I x I
I x I
I x I
Evaluation report number & date:
ICC ESR 2302
12/1/08
Name of product being installed
HILTI KB-3
Batch Number 0011281280
Expiration Date
PO Number:
Location of proprietary anchors inspected [to include grid
lines. elevations (floors) and drawing details]:
CONTRACTOR INSTALLED /522.l-1/4"X 2 1/4" HILTI
- --
KB-3 ANCHORS INTO FLOOR SLAB IN THE DATA CENTER
ROOM. WITH 2" EMBEDMENT AND 4 FT/LBS OF TOROUE
FOR THE RAISED FLOOR PEDESTAL PER DETAIL SHEET
#5 OF KPrr DRAWINGS DA~~n R/14/0g
REPORT SUMMARY
I. Work inspected was: [iJ Completed 0 In progress
2. Completed work inspected was in compliance with
o Approved plans and specifications 0 Shop drawings
o RFI 0 Design change [iJ Submittal 0 N/A
I
Ix
Ix
I
I
I
Document #(5) 209:n5
Dated: 8/14/09
3. Noncompliance item(s) were DOted this date, details on
following page(s). 0 Yes 0 No [iJ N/A
4. Noncompliance item(s) were reinspected this date, details
on following page(s). 0 Yes 0 No [iJ N/A
o Conform 0 Remain in progress
Report(s) findings were discussed and left with
BILL
of DATA SPECIALTIES
Based on the Code. approval is required /Tom the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
D See additional report page(s),
o Distribute attachments.
Page _of _
Daily Report of Proprietary Anchors
en Joh #: E0901042.
Project: DATA CENTER EXPANSION
For: 11/23/2009
Notes:
In some cases more than one box rnay be checked for a given item on the front page,
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in f,
without prior authorization from this office, Under all circurnstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whorn CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
Ifthere are any further questions regarding this rnatter, please do not hesitate to contact this office.
Respectfully subrnitted,
CARLSON TESTING, INC.
Reviewed By: Steven Dugger
Review Date: 12/03/2009
SF/KMF
DATA SPECIALTIES INC - VERN KOOPS
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
KPFF
ROBERT RITNER
FAX/714-523-1861
FAXjS03-227-7980
FAX/714-832-1999
PEACE HEALTH RIVERBEND ANNEX
Carlson Testing, Inc.
~
Bend Office
Geotechnical Office
Eugene Office
Salem Office
Tigard Office
(54l) 330-9155
(503) 601-8250
(541) 345-0289
(503) 589-1252
(503) 684-3460
Daily Report of Proprietary Anchors
Client: DATA SPECIALTIES INC - VERN KOOPS
Project: DATA CENTER EXPANSION
Address: 123.INTERNATIONAL WAY - SPRINGFIELD, OR Jurisdiction:
CTI representative A. TURNER OBOA 844
was on site this date Nov. 11. 2009 to perform Special Inspection for:
Permit COM 2009-01260
DFS #(s)
SCOPE OF INSPECTION
I. Checked in with superintendent or client representative.
Name: MOSES
Company:
2. Inspection was "IBC" D Continuous
GJ Periodic
PROPRIETARY ANCHORS
Yes NoN/A
I. Reviewed previous inspection reports?
2. Reviewed evaluation report?
IxI Ix I
Verified follow!!lg items meet manufacturer's
published installation instructions.
3. Verified minimum embedment depth of the
anchors.
4.Verified installation of the anchors.
5, Verified anchor diameter.
6. Verified steel grade,
7. Verified hole diameter.
8. Verified type of drill bit used.
I 9, Verified hole cleaning method.
110. Verified adhesive application.
I L Verified edge distance.
12. Verified spacing.
13. Verified installation torque.
X
X
X
X
X
I X I
I 1 Ix
I Ix
Ix 1 I
Ix I
Ix I
Evaluation report number & date:
ICC ESR 1917
09/01/2007
Name of product being installed HILTI KB-TL-
Batch Number N /A
Expiration Date N 1 A
en Job #: E090l 042.
SPRINGFIELD
PO Number:
Location of proprietary anchors inspected [to include grid
lines. elevations (floors) and drawing details]:
LEG ANCHOR BOLTS FOR DATA CENTER AC STANDS.
3/8X5 ANCHORS WITH 3" EMBEDMENT. !361 ANCHORS
TOTAL. 12) ANCHORS AT LESS THAN 3" EMBEDMENT.
11) AT 2-3/4" AND 11) AT 2-1/2". ACCEPTABLE PER
LETTER FROM ENGINEER OF RECORD DATEn 11-11-0G.
ALL WORK CONFORMS TO THE MANUFACTURER'S
RECOMMENDATIONS AND APPROVED PLANS TO THE BEST
OF THI S TNS PF'.r:'J'OR I S KNOWLF,n(;F:_
REPORT SUMMARY
I, Work inspected was: GJ Completed 0 In progress
2. Completed work inspected was in compliance with
GJ Approved plans and specifications 0 Shop drawings
o RFl 0 Design change 0 Subminal 0 N/A
Document #(s) SHEET n
Dated: 10/1212009
3, Noncompliance item(s) were noted this date, details on
following pagers). 0 Yes 0 No GJ N/A
4, Noncompliance item(s) were reinspected this date, details
on following pagels). 0 Yes 0 No GJ N/A
o Conform 0 Remain in progress
Report(s) findings were discussed and left with
!"lOSES
of
Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
o See additional report pagers).
D Distribute attachments.
Page _of_
Daily Report of Proprietary Anchors
cn Job #: E0901042.
Project: DATA CENTER EXPANSION
For: 11/11/2009
Notes:
In some cases more than one box rnay be checked for a given item on the front page,
Our reports pertain to the rnaterialtested/inspected only. Infonnation contained herein is not to be reproduced. except in f.
without prior authorization from this office, Under all circumstances. the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the tirne this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
Ifthere are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Steven Dugger
Review Date: 11/30/2009
AT/LS
DATA SPECIALTIES INC - VERN KOOPS
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
KPFF
ROBERT RITNER
FAX/714-523-1861
FAX/S03-227-7980
FAXj714-832-1999
PEACE HEALTH RIVERBEND ANNEX