HomeMy WebLinkAbout5475 W. 32nd Avenue5475 W 32nd Ave
plan1permit
N=727=
������Jeff�erson County Public Library Ph6hs: 303-319-4590
Address: 5475 W 32nd Ae
q!!X, State, Zip: Wheat Ridge, CO 80212
•
Ofi6ne:
Champion r•
66kii06*04 Uc'e' nse #-. 20146 �hojji� 303-375-0745
0 WAMMUM
kparkman@getchampioncom
Plumbing:
W.R. ON Licens
Mechanical:
WR City License #
NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE
NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING
COMMERCIAL ADDITION {RESIDENTIAL ROOFING
RESDENTIAL ADDITION • aR REPLACEMENT
COMMERCIAL ACCESSORY ,
, shed, deck, etc.)
RESIDENTIAL ACCESSORY STRUCTURE *g. shed,.
MECHANICAL SYSTEM/APPLIANCEREPAIR
PLUMBING SYSTEM/APPLIANCE
ELECTRICAL ... REPAIR
SqFULF Stu's Gallons
Amps Squares Other
x ------
(contract value or • of s laborincluded in the SDLire project)
Building Division
CHAMPION WINDOWS of DENVER HOUSE WAGRAM SIM/
10000 lust 45th Avenue
303 376"74 6 47
MessumDate: �Verlf
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Order data: B Lt
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SHOP INSTRUCTIONS
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type: AAA- - kL,!~ 11?117-
Job Address: 5V7.5' w
Permit Number: e27O2
jA brlf/,
❑ No one available for inspection: Time ,®'0 rf3AWPM
Re-Inspection required: Yes Itl~
When corrections have been made, caii for re-inspection at 303-234-5933
Date:_ 6 /9 9 91 Inspector: G'
DO NOT REMOVE THIS NOTICE
FEES
Permit Fee 30 55 ~L7J~f~Ij
Total Valuation .00
Use -Tax 9.00
TOTAL 39.55
Comments :
~T
I hereby certify: that the setback distances proposed by this permit application are accurate, and do not violate: applicable
ordinances, rules or regulations of the City ofwheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
application and that I some full responsibility for compliance With the Wheat Ridge Building Code (I.B.C) and all other
applicable Wheat Rid romances, for work under this permit. Plans subject to field inspection.
Signature of co act r/owner date
I,x I. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
' State of Colorado and tothe Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any.. other applicable
ordinances of the City.
2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration
date. An extension may be granted at the discretion of the Building Official'.
3. If this permit expires, a new permit may be acquired for a .fee of one-half the amount normally required, provided no
K,, changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year,, full fees shall
i be paid for a-new permit.
„ 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
"S. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job:.
6. The issuance of a permit or the approval of drawings and specifications shall 'i not be construed to be a permit for, nor
an approval of, any iolation of the provisions of the building codes or any other ordinance, law,. rule or regulation.
Alli plan review s ject to field inspections.
c
Signature of C of ildm9 Official : date I j
-INSPECT20 REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
=-REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
t
r
DEPARTMENT OF PLANNING AND DEVELOPMENT
cE W HEAT BUILDING INSPECTION LINE - 303-234-5933
° CITY OF WHEAT RIDGE
o m 7500 WEST 29TH AVENUE
co o WHEAT RIDGE, CO 80215 - (3303-2235-288555)
4`3 ~5p
CORPO -MUM iTION
Property Owner: .14.FF-I-ZSOY' i
Property Address: '54-111 to
Contractor License No.: I $ 14 (0
Building Permit Number: CI-M7
Date:
Phone : 303 -,27S -0103
Phone:
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are
accurate, and do not violate applicable ordinances, rules or regulations of the City of
Wheat Ridge or covenants, easements or restrictions of record; that all measurements
shown, and allegations made are accurate; that I have read and agree to abide by all
conditions printed on this application and that I assume full responsibility for
compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable.
Wheat Ridge ordinances, for work under ;his permit.
(OWNER)(CONTRACTOR):
Total
Descri
r'tat ption: Pm~ _
BUILDING DEPARTMENT USE ONLY
SIC: Sq.Ft.:
ZONING COMMENTS:
Approval:
Zoning:
BUILDING COMMENTS:
Approval:
PUBLIC WORKS COMMENTS:
Approval:
Occupancy: Walls: Roof: Stories: Residential Units:
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Expiration Date: Expiration Date: Expiration Date:
Approval: Approval: Approval:
(1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in
the original plans andspecifications and any suspension or abandonmeathas notexceeded one (1) yew. Ifchmges havebeen orifsuxspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit. - -
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify theBuildinglaspectortwenty-four(24)hours in advance for all inspections and shall receive written approval on inspection card before
proceeding with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the
provisions of the building codes or any other ordinance, law, rule or regulation.
Chief Building Inspector
--7u Hit -7(p
Construction Value: ~U
Permit Fee:
Plan Review Fee:
Use Tax:
CERTIFICATE OF -0CCUPANCY
City of wheat Ridge
7500 W 29th Ave
Wheat Ridge C0 80033
Permit# 080318 Issued: 07/31/08
StipuTations-l . This certificate verifies that the building constructed and/
or the use proposed of the buildzng and/or premises; under
the above permit number and on property described below,
does comply with the Wheat Ridge Building Code and
development standazds of the zone district in which it is
located and may be occupied. AIl other llcensing
xequirements fox,the City,must be met:
Site Address: 5475 32ND AV
%Parcel Number: U0176
Owner: Jeffco Library
5475 W 32rid Ave
Wheat Ridge, Co 80033.
Contractor: Scott Kennerly
Kennerly Corist
`For the Following Rurpose: Commercial Remodel
Co Editions NO.change sha1L"be made,in the.USE of\
20,43~,,SCC/2905 1VEC this'dauilding wd-thout ;priorriotice
Q03,'TCC/2-,002,NEC - and a neW'Certificate~of Occupancy'99'7 ,UBC/2002NEC from the City of Wheaf ~Ridge;Sprinkler ysGem
C i f B il ing Insgector ZonYng Administrator
CER IF CATE MUST BE POS'I'ED BX FRONT DOOR OF
COD'IMERCIAL 'OCCUPANCIE9 ~ ~
CITY OF WHEAT RIDGE
~ Building Inspection Division
~ (303) 234-5933 Inspection line
(303) 235-2855 Office ' (303) 235-2857 Far
INSPECTION NOTICE
Inspection Type:
JobAddress/PermitNumber:,,~7-Sf~~
❑ No one available for inspecKe. --Rme AM/PM
~f Re-Inspection required: Yes ( No
~ `When corrections have 6een mad~-call for re ' ction at 303-234-5933 j.
[ 1 i
E:
~ Date: Inspector: i {
DO NOT REMOVE THI NO 1 ~
i
~►~41 _
„ CITY OF 1NHEAT RIDGE
~ Building Inspection Division
~ (303) 234-5933 Inspection line
l (303) 235-2855 Office '(303) 235-2857 Fax
,
INSPECTION NOTICE
t
Inspection Type: .1_GT'-l~fr~fl ~ /J3yJ
Job Address/Permit Number:
❑ No one available for inspecti me AM/PM
Re-Inspection required: Yes! ~
i
~ When corrections have 6een made, call for r-i 1Spection at 303-234-5933
~
Date: Inspector.
DO NOT REMOVE THI kOTICE
. . . . . ..;L.~
CITY OF WHEAT RIDGE
~ Building Inspection Division
~ (303) 234-5933 Inspection line
l (303) 235-2855 Office '(303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type:
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes ~~No
~When.corrections have been made, call for re-inspection at 303-234-5933
Date: Inspector:
;7 v
~ DO NOT REMOVE THI NOTICE
Job Address/Permit Number: /J. ~D
07/31/08 15:39:14 Ci[y of Wheat Ridge Paqe 1
bp901-15 PERMIT INFORMATION - 080318 mmackey
PERMITINFORMATION:
- Pezmit#: 080316
Permi[ Type: Commercial.Remodel
Permie Dt: 04/09/2008
Expires: 10/25/2008
Address: 5475 32ND AV
Parcel Cd: U0196
OWNER:
Address: 5495 W 32nd Ave
City/St/Zip: WheaL Ridge, Co 80033
LAND PPRCEL INFORMATION: .
Zone Cd: Unassigned
DU: 0
SetBacks-Fromt:
0.0
FuncG Use: Unassigned
Last Zone Dt:
Left:
0.0
Subdivision: Onassigned
Annex D[:
Right:
0.0
Cont Type: Miscellaneous
Lot:
Hlock No: 0 Back:
0.0
Legal:
SOB DESCRIPTION: Tenanc £inish build one oEfice-COnst 1 office
FEES QTY
DUE
PAID:
Pexmit Fee 5,000.00
194.90
194.90
Plan Review Fee .00
94.06
94.06
Total Valuation 5,000.00
.00
.oo
Qse Tax 5,000.00
90.00
_
_
90.00
_
_
328.'16
328.76
CONTACTS:
OWNER Jeffco Library 5995 W 32nd Ave
Wheat Ridge,
Co 80033
3032956160
GC Kennerly Const Scott Kennerly
3039429989
sub CL9 Wsay Shee[ Meta1, Inc. 5995 Ma
xion StiEEt Denves, CO
80216 3032921116
PERMIT CONDITIONS:
Approved with red-line notes
SubjecG to field inspec[ion and
appxwal
APPROVALS:
REQOIREO INSPECTIONS STATUS:
PERMIT NOTES:
09/09/08 JS: Approved wi[h red-1ine mtes
Subject
co field inspection and
approval
09/09/08 CREATED FROM APPL# 08-0081
INSPECTION INFORMATION:
TYPE CONTR#
CALLED
CNCL WHO
REQ DT
INS DT
STATUS
1£ia:Framing Inspection
09/23/08
no kc
04/24/08
04/24/08
COMPLETE
2 dws:DSywa11 scxew/nail
04/25/08
m kc
04/20/08
04/28/08
COMPLETE
3 mii:Mechanical Rough Ins 01-8977
05/30/08
no cCi
06/02/08
06/02/08
COMPLETE
4 bfi:BUilding Final Insp
06/11/08
no kc
06/12/0e
06/12/08
INCOMPLETE
5 mfi:Mechanical Fina1
06/13/08
no kc
06/12/08
06/12/08
COMPLETE
6 bfi:BUilding Final Insp
06/13/08
no mv
06/13/08
06/13/08
COMPLETE
7 bfi:BUildinq Final Insp
07/31/08
no kc
06/26/08
06/26/08
COMPLETE
♦~~I
CITY OF WHEAT RIDGE
~ Building Inspection Division
(303) 234-5933 Inspecfion line
. (303) 235-2855 Office ' (303) 235-2857 Far
INSPECTION NOTICE
Inspection Type: a4~LDi.i,C-_ -;"d d~?J 31l"
Job Address/Permit Number:"1jr/J 3ZA~ /~v'.g
❑ No one available for inspec 'N6~:-Nme AM/PM
Re-Inspection required: Yes
`When corrections have 6een mao~e;-ea4THv Ftion at 303-234-5933
Date: Inspector: 14
DO NOT REMOVE 1
CITY OF WHEAT RIDGE
Building Inspection Division
~ (303) 234-5933 Inspecfion line
(303) 235-2855 Office ' (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type: A6~ Ar/-g'-e-0
Job Address/Permit Number: Sf/7.< w- Z9-0.4fA4
ogpe-5 7 ?
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
'`When corrections have 6een made, call for re-inspection at 303-234-5933
Date: S R' Inspector:
DO NOT REMOVE THIS NOTICE
♦~~4'
CITY OF WHEAT RIDGE
Building Inspection Division
~ (303) 234-5933 Inspection line
(303) 235-2855 Office ` (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type: &L 9y,LoA".1Z
Job Address/Permit Number: SL°`1S w. ~?.wb ffIE
oSo7r S°P
12&07% 40004/rk
❑ No one available for inspection: Time ~ AM/PM
Re-Inspection required: Yes No
* When corrections have been made, call /or re-inspection at 303-234-5933
Date: ~1i&91 Inspector: „~,v
'Ir
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge Commercial Miscellan PERMIT - 080318
PERMIT NO:
080318
- ISSUED:
04/09/2008
JOB ADDRESS:
5475 32ND AV
EXPIRES
: 10/06/2008
DESCRIPTZON:
Tenant finish build one
office-Const 1
office
CONTACTS -
OWNER 303/275-6160. Jeffco Library .
GC 303/742-7989 Scott Kennerly Kennerly Const
PARCEL INFO
ZONE CODE: UA USE: UA
SUBDIVISION: UA BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED PROSECT VALUATION: 5,000.00
FEES
Permit Fee 144.70 -
Plan Review Fee 94.06 Total Valuation .40
Use Tax 90.00 TOTAL 328.76
Conditions:
Approved with red-line notes
Subject to field inspection and approval
i hereby certiEy that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions.of record; that allmeasurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other
applicable Wheat Ridge Ordinancea, for work under this permit. Plans subject to field inspection. Signature of contractor/owner date
1. This pesmit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City.
2. This permit shall expire 180 days from the issue date. Aequests for an extension must be r=ceived prior to expiration
date. An extension may be granted at the discretion of the Building Official.
3. I£ this permit espires, a new permit may be acquired for a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) yeaz. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall
be paid £or a new permit. .
4. No work of any manner shall be done that will change the natural flow o£ water causing a drainage problem.
5. Contractor shall notify the Huilding Inspector twenty-four (24) hours in advance for all inspections and shall receivewritten approval oninspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and epecifications shall not be constmed to be a permit for, nor
an approval of, any vioation of the provisions of the building codes or any other ordinance, law, rule or regulation.
All plan review 's ub ct to field inspections. Signature of Chie Bui ding Official date . .
INSPECTION EQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANYBUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
INSPECTION RECORD OccuqancvlTvpe
W-INSPecTioN LiNE: (303) 234-5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
INSPECTOR.
INITIALS
COMMENTS:
Footings/Caissons
Stemwall / (CEG) Concrete
Encased Ground
Reinforcing or Monolithic
Weatherproof / French Drein
Sewer Service Lines -
-
Water Service Lines
-
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
Heating (Underground)
DO N
OT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
ROUGHS
Sheathing
Lath / Wall tie
Mid-Roof
Electrical Service
Rough Electric
-
Rough Plumbing
Gas Piping
Rough Mechanical
l
ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PRO EDI
Freming
pg'
Insulation
Drywall Screw
FINALS
Electrical
Plumbing
Mechanical
sr
j~°G
Roof
Building Final
Q
Fire Department
R.O.W & Dfelne98
INSPECTIONS POR PLANNING 820NING, FIRE AND PUBLICE WORKS
Pefklfl9 & LendSCeping
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
**NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BYTHE BUILDING D/V/SION DOES NOT CONSTITUTEAUTHORIZATION
OF A CERTIFICATE OF OCCUPANCY NOR PERM/SSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED !
PROTECT THIS CARD FROM THE WEATHER
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41
City of Wheat Ridge
Commercial Electric
PERMIT -
080372
PERMIT NO:
080372
ISSUED:
04/22/2008
JOB ADDRESS:
5475 32ND AV
EXPIRES:
10/19/2008
DESCRIPTION:
Install 2 fans, 1 recept., 3 CAT
SE drops; reloc:
fixt/recp
CONTACTS owner 303/232-7114 Jeffco Library
gc 303/761-6176 Marc McBride 01-8146 McBride Electric
PARCEL INFO ZONE CODE: UA USE: UA
SUBDIVISION: UA BLOCK/LOT#: 0/
FEE SUMMARY
Permit Fee
Total Valuation
Use Tax
TOTAL
ESTIMATED PROJECT VALUATION: 1,400.00
FEES
66.28
.
25.20
91.48
Conditions:
Must comply w/ 2005 NEC. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
application and that i assume full responsibility £or compliance with the Wheat Ridge Building Code (I.H.C) and all other
applicabl, whea R" e Ordi ances, Por work under this pesmiL Plans subject to field inspection.
5're of co acto owner date .
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zoning Regulations and Huilding Codes of Wheat Rid9e, Colorado or any other applicable
ordinances of the City.
2. This permit shall ezpire 180 days £rom the issue date. Requests for an extension must be received prior to expiration
, date. An extension may be granted at the discretion of the Building Official.
3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, prwided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or i£ suspension or abandonment exceeds one (1) year, full fees shall
be paid for a new permit.
4. n*o work of any manner shall be done that will change the natural flow of water causing a drainage problem.
5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an apprwal of, an v' tion of the provisions of the building codes or any other ordinance, law, rule or regulation.
All plan revi 'ect to field inspections.
Signature of Chi Bu ding Official date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: Ct 0'3
{ oF WHEq r.p gUII,DING INSPECTION I:INE - 303-234-5933 Date:
CITY OF WHEAT RIDGE
U m 7500 WEST 29TH AVENUE
WI~AT RIDGE, CO 80215 - (303-235-2855)
C~CORP00 ,yHHppp~y~v j
' 4~-l ~ 3' i~ i 4~ i d dO7~~
~1 V
PropertyOwner:lEyfcp 1-11361PFY
Property Address: 54 7 5 W 3 Z"-° A VE Phone :'3 0 3- z 3 Z- 7
Contractor License No.:
Company:uedNEJ' -L q C0NSrsz~cT,eu~G-FrrcP- Ac,Phone:
OWNER/CONTRACTOR SIGNATURE OF i1NDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by Uus perntit application aze
accurate, md do not vioiate applica6le ordinances, rules or regulafions of the City of
Wheat Ridge or covenants, easements or restricflons of record; that all measurements
shown, md allegations made aze accurate; ihaz I have read md agree to abide by all
conditions printed on this application md that I assume full responsibility for
compliance with the VJheat Ridge Building Code (U.B.C) md all other applicable
Wheat Ridge Ordiuances, for work under this permit.
(OWNER)(CONIRACTOR):SIGNED?/-% DATE N ZZ GS-
Description: 2 N 5 r n i i
Q PT SE oP oPS, REioCprE ( 16Nr Fi.FTaFCs ANn Twc µECEPTRCtsS
BUII.DING DEPARTMENT USE ONLY
SIC: Sq.Ft.:
ZONING COMMENTS: Approval:
Zoning:
BUILDING COMMENTS:
Approval:
PUBLIC WORKS COMMENTS: Approval:
Occupancy: Walls: Roof. Stories: Residenrial Units:
Electrical License No: O Y? iYE Plumbing License No: Mechanical License No:
Company: Mc(~~r pE ELECr~iG Company: Company:
Expiration Date: z/ z yJog Expiration Date: Expiration Date:
Approval: Approval: Approval:
(I) Tltis pennit was issued in accordance with the provisions set for[h iu yow applicatlon md is subject to the laws of che State of Colorado md to Ne Zoaing
Regulations and Building Codes of Wheat Ridgq Colorado or any other applicable ordinences of tlie City.
(2) 17us pe~mit shall expire if (A) the work autliodzed is not comme¢ced wiUiln sixry (60) days froci issue date or (B) fhe build'wg authorized is suspe¢ded or
abandoned for a period of 120 days. (3) I£this peimit erzpires, a new permit may be acquired for a fee of one-half the amowtnamally required, provided no chauges 6ave beeu or will be made in
the original plans audspeci5cations and any suspension or abmmdonmentl~aznotezceededone (1) year. If changes have bern orifsnspension or abmmdonment
exceeds one (1) year, full fees s1iall be paid for a new peemiL (4) No wock of any manner shall be done that will change the uatwal flow of water causing a dcainage pro6lem.
(5) ConhactorshallnotifytheBuddingluspecrorhveury-fow'(24)6ousiuadvanceforallinspecfiousa¢dshallreceivewrittenapprovalo¢inspectioncazdbefore
proceedingwithsuccessivephazesofthejob. (6) The issuance of a pennit or fhe approval oF drawwgs md speci5catious shall not be conshved to be a pumit for, nor m approval of, auy violation of the
provisions of the biutding codes or avy other ordinance, law, mle or regulafion.
Chief Building Inspector
,-NEc CNE MFW ~
TWC Nr°"i i=µNS, rNS
Construction Value: I ~ a~
Permit Fee:
Plan Review Fee:
Use Tax:
TOf31
aFcrPrP«F, lNfsAll THRe£
City of Wheat Ridge
Commercial Miscellan PERMIT - 080318
IT N0: 080318 ADDRESS: 5475 32ND AV
RIPTION: Tenant finish build one
ISSUED: 04/09/2008
EXPIRES: 10/06/2008
office-Const 1 office*** CONTACTS-*** R 303/275-6160 Jeffco Library
303/742-7989 Scott Kennerly Kennerly Const
* PARCEL INFO
IONE CODE: UAUSE: UA
'UBDIVISION: UA BLOCK/LOT#: 0/
* FEE SUMMARY
ESTIMATED
PROJECT VALUATION: 5,000.00
FEES
Permit Fee
144.70
-
Plan Review Fee
94.06
Total Valuation
.00
ITSe Tax
90.00
~ -
TOTAL
328.76
itions:
oved with red-line notes
ect to field inspection and approval
Mt, w7v
:hereby certify that the setback distances proposed by this permit application are accurate,and do not violate applicable
:dinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
easurements shown, 7y llegations made are accurate; that I have read and agree to abide by all conditions printedon this
pPlica 'at sume fulibility focom an~th the Wheat Ridge Building Code (I.B.C) and all other
p able W at Aid Ordinances, for work under th' ermit Plans subject to field inspection.
of
This permit was issued in accordance with the provisions set forth in your application and is svbject to the laws of the
State ofCOlorado and to the 2oning Regulations and Building Codes ofWheat Aidge, Colorado or any other applicable -
..ordinanres of the City. This permit sha11 expire 160 days from the issue date. Requests for an extension must be received prior to expization
-date. An extension may be granted at the discretion of the Building Official. If this permit expires, a new permit may be acquired for a Eee of one-half the amount normally required, provided no
- changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, £ull fees shall
. be paid for a new permit. .
. No work of any manner shall be done that will change the natural Elow of water causing a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
' written approval on inspection card before proceeding with successive phases of the job. .
. The issuance of a perm~~~}}} t~~~ or the approvalof drawings and specifications shall not be construed to be a pesmit for, nor
an approval o~ aqy~ation of the prwisions of the building.codes or any other ordinance, law, rule or regulation.
-Al1 plan reviFM~F~qj~ 7ect to field inspections.
of ChY¢f Suilding OfYicial date
N REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION SHE FOLLOWINGBUSINESS DAY
' oti"'"E^,T~,, City of Wheat Ridge Building Division
~ ~ 7500 W. 291h Ave., Wheat Ridge, CO 80033
~w,,~ ~,rt Offce: 303-235-2855 * Fax: 303-235-2857
c ` 'o Inspection Line: 303-234-5933
~(oRA~
~
Building Permit Application
Date:
Plan Of-
Permit
Property Address: A Vg,
Property Owner (please
Pho
Mailing Address: (ifdifferent than propertyaddress)
295 Co /!¢o
Address f-G{ ?,{~Z12 WSV /0 0 -
City State Zip' ~,~AaZl~S~+ CJ ~003~
Contractoc l.:U`"y+
Contractor License Phone: 3D3 --7Y" 2' 9
Sub Contractors:
Electrical City License Plumbing City License Mechanicai City License
Company: Company Company:
Exp. Date: Exp. Date: Exp. Date: ~
Approval: Approval: Ppr
Use of space (description): Construction Vaiue: UW
DeSCFiptlon of wOFk: ~ (as calculated perthe Building a ua ~on Data sheet)
l E~,{p~yT ~ 1y.~5►~ ~.t,~ I~ °uC v Plan Review (due at fime of submitfaq:
Sq. Ft./L.Ft added: Squares BTU's Gailons
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify lhat the setback distances proposed by this permit application are accurale, and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easemenls or restridions of recortl; lhat all measurements shown, and
allegations made are accurate; that I have read and agree to abide 6y all conditions printed on this application and that I assume full
responsibiliry for compliance with the VJneat Ridge Building Code (I.B.C) and all other applicable VJneat Ridge Ordinances, Tor work
under this permit. Plans subJect to field inspection. .
CIRLCE ONE::
PRINT NAMEZ
ZONING COMMENTS:
Zoning:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
or PERSONAI
DEPARTMENT USE ONLY
BUILDING DEPARTMENT CO M ~ S:
Reviewer:
FIRE DEPARTMENT.: O a fOVed W/ Commenl5 ❑ disapproVed ❑ n0 revieWreqUifed
(CONTRATOR)
Date:`~~'~~ ~
Bldg Valuation:
OCCUPANCX-~
9
5Lt',5 w .
a program of the
JEFFERSON COUNTY PUBLIC LIBRARY
funding provided by you through your support of the
JEFFERSON COUNTY LIBRARY FOUNDATION
KNOTT'S KIDS
Durovering the Possibilitier
December 27, 2007
Ms. Chris Ruote
Wheat Ridge Building Deparhnent
7500 W. 2V'Ave.
Wheat Ridge, CO 80033
303-235-2855
Dear Chris
I am sorry you did not receive the letter and information I sent dated December 6, 2007. With that
letter I sent an original sketch. Enclosed with this letter is a copy of that original. Following is the
text of the December 6`" letter. Thank you!
I am writing to inform you about plans by Jefferson County Public Library to conduct an art
project outside Wheat Ridge Library on Wednesday, Apri12, 2008.
Under the direcrion of ArtVentures of Lakewood, children will build aztwork from natural or
found materials. At Wheat Ridge Library the plan is to use found materials to make "hope
stones." Washable paint or chalk would be used to decorate existing stones near the entryway.
The stones would be placed back in their original locarions and over rime the paint or chalk
would wear of£ If there is a large group of children they may also create sidewalk chalk drawings
with hopeful messages on the front sidewalk. (See sketches 1 and 2; and photos 1, 2, and 3.)
This will not be a permanent work. The intenrion is to leave the work up for three months so that
children may see changes in the ariwork caused by nature, animals, or people when they revisit
the library. After three months, or sooner if needed, the stones and sidewalk will be washed off
and returned to their prior condirion.
Thank you for letting me know as soon as possible if Jefferson County Public Library can move
forward with this project, as described above and illustrated in the enclosures. Thank you for also
letting me lmow if perxnits are required. I appreciate your consideration of my request.
Sincerely,
Rene Yaws
Knott's Kids Program Coordinator
Jefferson County Public Library
s(a)jefferson.lib.co.us
10200 West 20th Avenue Lakewood, Colorado 80215
(303) 275-2240
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Page 1 of 1
Christine Ruote
From: John Schumacher
Sent: Wednesday, January 02, 2008 7:03 AM
To: Christine Ruote
Subject: RE: 20071231172745.pdf - Adobe Reader
Chris,
We actually did receive a letter from them, and I discussed it with Ken. It is in Jeffco and after
discussions with Ken and the powers that be downstairs, there is no need for us to address this issue. It
is between them and the library. Thanks.
John C. Schumacher, Jr., CBO
Chief Building OfFicial
City ofWheat Ridge
7500 W. 29th Avenue
Wheat Ridge, CO 80033
(303) 235-2853 Office
(303 235-2857 Fax
jschuinachci(4)ci.whe itnd,,Te.co :us
From: Christine Ruote
Sent: Monday, December 31, 2007 431 PM
To: Kenneth Johnstone; John Schumacher
Subject: 20071231172745.pdf - Adobe Reader
Hi John and Ken -
Hope you had a fun New Year's Eve and a headache free New Year's Day!
I got the attached from the Jeffco Libraries - is there any reason we need to be involved with this? Let me know if
there would be any issues for us to deal with, otherwise, I'll just call her and let her know that iYs good with us....
Thanks!
Chris
1/2/2008
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COMMUNITY DEVELOPMENT DEPT.
Inspection Services Division
(303) 235-2855
Correction Notice
Job Address 1'~~{75" 1 ~2N°
i ~~✓EZ ~ U.~/>~R LEZ/EG /~lUS~`
\Aa 4-.?/n ~ LLEJ~liG'~'~-
2,
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r/L s' 4.16T EQ~ ~ifiV ~l "
O'F' T G1t-e'00y _
When corrections have been made, call for re-inspection at
303-234-5933.
WHE4T,P0
i
U m
~OLoRaao
City of Wheat Ridge
Commercial Remodel PERMIT - 060210
PERMIT NO: 060210
JOB ADDRESS: 5475 32ND AV
DESCRIPTION: see notes
ISSUED: 04/10/2006
EXPIRES: 10/10/2007
* * *
CONTACTS * * x
eAAi+~,'a'
gc
303/783-3707 .
02-1916
Husek Remodeling, Inc.
owner
303/275-3707 Jefferson Cty. Lib.
sub
303/761-6176
_01-8146
McBride Electric
sub
303/797-3920
02-1093
Marxaire Inc.
sub
303/778-7772
02-0751
ADVANCED HYDRONICS
PARCEL INFO ZONE CODE: UA USE: UA
SUBDIVISION: . UA BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED PROdECT VALUATION: 80,000.00
FEES
Permit Fee 1,109.95 .
Total Valuation .00
Use Tax 1,440.00 TOTAL 2,549.95 - o5. QD
Comments: J,,~6711,
Interior remodel - see notes.
I hereby certify that the setback distancea proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Rid9e or covenants, easements or restrictions of record; that all
measurements shown, and all gations made are accurate; that I have read and a9ree to abide by allconditions printed on this
appli ation and tha I a s e full sponsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other
applible whe}~ dg C~d nances, tr work under this permit. Plans subject to field inspection. .
aa
1. hi permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
St e of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City. -
2. This permit shall expire if (A) the work authorized is not commenced within aixty (60) days from issue date or (H) the
building authorized is suspended or abandoned for aperiod of 180 days.
3. If.this permit espires, a new pexmit may be acquired for a fee of one-half the amount normally_required, provided no
changes have been or will be made in the original plans and speciEications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall
be paid for a new permit.
t. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
5. COntractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval of, any vio the the building codes or any other ordinance, law, rule or regulation.
All plan review o fi mspections.
Signature of Chie£ Building Offical
date
INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
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DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number
Date
12995
10/23/01
Property Owner:
Property Address : 5475 W 32ND AVE
Contractor License No. : 20530
Company : Sign*A`Rama
Phone : 275-6203
Phone : 202-1128
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and
do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility. fEm= with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Rid ork underthis permit.
(OWNER)(CONTRACTOR) SIGNE~ E~ DAT~/s~ ~
Construction Value :
$521.50
Permit Fee :
$26.55
Plan Review Fee :
$0.00
Use Tax :
$7.82
Total:
$34.37
Use;
Description : INSTALL 2 POSTS & PANEL SIGN MADE FROM ALUMINUM.080 AND
BROWN. SIGN HEIGHT = 3' , WIDTH = 3'
BUILDING DEPARTMENT USE ONLY ~
magag~d~~w SIC :
Approval : MLC COMPLIES W/ SIGN CODE
Zoning: R1-C
Approval: BG
Approval:
Occupancy:
Electrical License No
Company :
Expiration Date :
Approval:
10/19/01
Walls : Roof
Plumbing License No :
Company :
Expiration Date :
Approvai:
Mechanical License No :
Company:
Expiration Date :
Approval:
(1) This permit was issued in accordance with ihe provisions set forth in yopur application and is subjec[ to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City.
(2) This permit shalf expire if (A) the work authorized is not commenced within siMy (60) days fmm issue tlale or (6) the building au[horized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, a new permi[ may be acquired for a fee of one-half the amount normally requiretl, providetl no changes have been or will be made in [he
original plans antl specifications and any suspension or abandonment has not exceetletl one (7) year. If changes are made or if suspension or abantlonment
exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done thatwill change ihe naturel flow of water causing a drainage problem.
(5) Contrac[or shall notify the Building Inspectortwenry-four (24) hours in advance for all inspections and shall receive written approval on inspec[ion card before
proceediing with successive phases of the job. -
(6) The is nce of a per it or the approval of drawings and specifications shall not be construetl to be a permi[ for, nor an approval of, any vioiation of the
pro i io " of f~e mg cotles or any oiher ordinance, law, rule or regulatiort -
T~ ief Building( spe~cto'r~
Sq. Ft. :
Stories : Residential Units :
oF WHEqr DEPARTMEPET OF PLANNING A.ND DEVELOPMENT Buiiding PermItNuutber:4 P Bi1II,DING .LNSPECI'LON LINE - 303-234-5933 Date:
° CTTY OF WHEAT RIDGE •
~U m 7500 WEST 29TH AVENUE _
WHEAT RIDGE, CO 80215 - (393-235-2855)
C~L OR P00
APd~ p4~/5~pp~ ~]~1CFa.ddNN '
PropertyOwner: TEfif~SORJ COUlt/T%.
Property Address: IRJ 3.7!V1ffU'V ' Phone: 3d3'..2 767'4.203
Contractor License No.:
aQ530
CompanY: Phone: $O3^ o1O.?-/ /.2$
OWIYERlCOIVTRACIOA SIGNAiOR& ORUNDERSLAtmIN6 AlID AGREENIECiT
L Lere6y certify tha[ the sctback distaaces proposed by this pcanit appficazion ue . COIISfI1ICYl0I1 V2.1llC: S~ 4 5';:::) '
aceamte, aad do mt vio(ate appticablc ocdiaaaces, nilcs otteguta$ous of tfie City of Permit Fee: Wheat Ridge or mvcnants, easemeas ortcs¢ictionc of rewcd; tfiat a11 mean¢ements plan Review Fee:
shown, and allegatioas made are acenrnie; thatI 0ave Lead aad pgcee to abido hy ali . .
co¢ditions yrinted oa this application and-that I aecum.e fvil respon3bility-for Use Tax:
wmpGance with the W(ieat Ridge Bw7diag Code (UB,q and all 9tLot applioablt ,r0~:
WheatRidgeOcd'iaaaces,focworkua e
(OWNERJCCONTRACiOE~:SI Du4d6.!D~OI
Description: /NSrf44 ~ nOST$ '►e A9N~9.4 SI6~f/ /~2AO~ ~.COAf
f~Lt/r~i //t/rI /!1 . O 8U /9MD /~9i.vT~'Q ,~AXK •C~~Dt~~t/. .Sibit!
' Bi7II.DING DEPARTMENT USE ONLY ~ ZONING CdMM2NT5: ~-(3rnp1s1 s . W/s~~n cO-L srC: Qa
.
Ay'1y7i072.:
• ZOIItIlg: R
t
Slt(LDING CoMMENTS: . . Yv
Approval: iol/9l0/
PUSLtC WORKS COMMENTS:
ApprovaL•
I Occupancy: FJaI[s: Roof: Stories: Residentt'fikpl Ei
Elechical License N'o: . Plumbing License No: Mechanical License No:
Companq: Company: Company:
ExpirationDate: Expirat[onDate: ' EcpirationDate;
Approval: Approval: Approval:
(I) Tltis permic Kas issued in awoedance with tlm pmviaiona set forth inyour applieatioa and is mbjce[ W the laWy oi the Siate of Cotoredo and to the Zoniug
Regulaflaw andBiulding Ca&s ot Wh<atRidgq Colomdo or aay other app4eaWe otdinane's a£th< City. -
(L) Thiz peemies6a11 exp¢e i((A) tFm vrork authouud is na[ eommenced within si#y (60) days from issue date or (8) fde buitding authonzed is suspended or
'abmdoned for a pedod of I20 days. .
(1) If Iltis pemit expires, a new permit may he azqutced foi a fre of ono-haH'the amauataoemaliy requieed, provided no ehaages have bern or WiR bc made in
theori;iaatpiaa¢ aztdspeeificadons andauysuspensioaw abaadonmentduaoFexeeededone (1) yeaz. 7f changeshave bern ocifsuspensioaar abandonmmt
- czcecd's one (I) yeaz, tvli kes shau be paid foc a new pecmit -
idoaorkofauymamushallbedoaetLacwiUehang=thenauualflawafwater wusingadcainagcpmbLem.
(S) ConhacmcxhalLnoefytheBwldingInspectorlwenty-fou¢(26)houxsiaadvaneefarall iesoeeaonaandshaltreceivewatte¢appcovalonmspeeCOUCazd6efore
prac:ediugwithsuwessivephazesofthejob. '
(6) The issna¢ce of a pc}mtit or t6a aQorovai of dawirtgs and apecificalions shall uot he eoo.shued M Se a ocffiit for, nor an approval ot aay vioiaROn of the
. psovisons of the baitdiag eodes e any other ocd+nan«, taw, cvte oc<egslatioa .
~arr/1/
~'CLief B gInspector
2. Maximum height, bottom of eave, balcony, canopy, awning or other
structural overhang or passageway to which it is attached.
3. Minimum height, seven (7) feet above grade.
4. Maximum one (1) per building entrance for nonresidential uses.
5. Maximum area, four (4) square feet for nonresidential uses.
C. Freestanding-Residential districts:
1. Permitted only f6r-666iresidential, nonagricultural and multiple family uses.
2. Maximum sign area is two (2) square feet for each one thousand (1,000)
square feet of lot area, with a maximum of thirty-two (32) square feet per
sign.
3. Maximum of one (1) per street frontage.
. 4. Maximum height in R-1, R-1A, R-16, R-1C, R-2, R-2A and A-1, districts,
six (6) feet.
5. Maximum height in R-3, R-3A, and PRD districts, without commercial
uses, twelve (12) feet.
6. Maximum height in PRD District, with commercial uses and for
commercial uses only, twenty-five (25) feet.
7. Must be set back a minimum of ten (10) feet from any property line.
8. May be illuminated.
D. Freestanding-Nonresidential districts:
Maximum height: Fifteen (15) feet; provided, that signs for retaii and
service businesses within one-quarter mile of an interstate highway, that
are oriented to the interstate highway, are permitted one (1) freestanding
sign up to fifty (50) feet high. Any other pertnitted freestanding sign shall
not exceed fifteen (15) feet in height.
2. Maximum number of signs per development: One (1) per street frontage,
not to exceed two (2) per development, except as may be permitted by a
master sign plan pursuant to section 26-710.
Where two (2) freestanding signs are pertnitted by virtue of multiple street
frontage, the sign area allowed may be transferred from one (1) sign to another;
provided, that such transfer does not allow the larger sign to exceed one hundred
fifty percent (150%) of the maximum area allowed based upon building area. If
the sign area is transferred from one allowable sign to another, only the larger
sign shail be allowed and the second sign shall not be permitted.
GED\53027\357901.09 -206-
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MAR-30-01
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DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10957
BUILDING WSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE Date : 8/2/2000
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner :
Property Address : 5475 W. 32nd Ave Phone : 271-5000
Contractor License No. : 19862 -
Company : Jefferson County Facilities Phone : 271-5000
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certiy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
wvenants, easements or restridions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR)SIGNED~~~l DATEg'2'00
Description : Provide electrical circuit for air cond. unit
Construction Value :
$500.00
Permit Fee :
$23.50
Plan Review Fee :
$0.00
Use Tax :
$7.50
Total:
$31.00
Use:
Electrical License No : 19862 Plumbing License No : Mechanical License No :
Company :Jefferson County Company : Company :
Facilities
Expiration Date : 8/2/2001 Expiration Date : Expiration Date :
Approval: oklks Approval: Approval:
(1) This pertnit was issued in accordance with the provisions setforth in yopur applicaGOn and is subjectto the laws oFfhe S[a[e of Coloredo and to the Zoning
Regulations and Building Code of Whea[ Ridge, Coloratlo or any oiher applicable ordinances of the Ciry.
(2) This permit shall expire iF (A) the work authorized is not wmmenced wiihin sizty (60) days from issue date or (B) the building auihorized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normalty required, provided no changes have been or will be made in the original plans and spectfcations and any suspension or abantlonment has not exceeded. one (i) year. If changes are made or if suspension or abandonment
exceetls one (7) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be tlone that will change the natural flow of water causing a drainage problem.
(5) Contrector shall notiry the Building Inspectorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases of the job.
(6) The is of a per or the approval of drawings and specificaUOns shall not be consWetl to 6e a permit for, nor an approval of, any violation of the provisions
iln any other ordinance, law, rule or regulalloa 7. F
u
Chief Building . spector
d""
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Dat= :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 qppLtCATIo N
Property Owner:
°ropertyAddress:
Contractor License No. :
Company : -Te+C4eAt, (>v ~
OWNER/CONTRACTOR SIGNATURE OF UNDeRSTANDING AND AGREEMENT
1 hereby certify that the setback distanees proposed by this pertnit applieation are aceurate,
and do not violate applicable ordinances, rules or regulatlons of the City of 4Vheat Ritlge or
covenants. easements or restriciions ot rccord: that all measurements shown, and allegations
made are acNrate: that I have reatl antl agree to abide by all conditions pnntetl an this
appiication, and that I assume tull res0onsibiliry for compliance with the Wheat Ridge Building
Coae (U.B.C.) antl all other applicable Wheat Ridge ortlinanees, for work unCer this pertnit.
(OWNER)(CONTRACTOR)SIGNED GP.a~-A pqTE.~]
Phone:a-7)- '790c)
Phone :
Construction Value
Permit Fee :
Use Tax :
Total:
Use :
Description c Cr- ic~d C i ,zi-, L,, ~
~ tZ.C144~.
BUILDING DEPARTMENT USE ONLY
oni _ : om,
Approval:
Zoning :
ui n omm___,
Approvai:
Approval:
Occupancy : Walls
Sq. Ft. :
Residential Units :
Roof: Stories
Electrical License No :(,'}Z ~ Plumbing License No :
Company : TJ~v c_,a,q ~ Company :
Expiretion Date : Expirytion Date :
l
Approval: Approval:
SIC
Mechanical License No :
Company :
Expiretion Date :
Approvai:
(1) R~vuPermit was awuede accomanca wiN 1M PMwWioa set krth in yopm aGObntiaf antl is xUOjaa b tl+e Wn of Ne Slate ot Cnbntlo antl Co tne: wmp
(2) This Oamtit aMlt axOrcegi( (Ae wortx ~9~: Cdotbo amy otMr aP7~~eable admanees of Ne Cily.
acantloneC ror a perroE of 120 Erys. p~~~in ~(BO) tlays trom i~sue Cate or (8) tne Ouiltling aumonze0 is suspenoee or
(3) It NIS Oertnd uDIrtl. a naw DerrrR rtyY be aecu'uM (af i he M alMalf CIO anlalM nomullY RWired. Orovi4eE no Cunges have Deen a will be MuEe in tlfe
o^9mai OUns ma sueufiutloro ana anv suspereaon a a6vqonment nas rrot mmeEea one (t) year. ttManges am maae or it susvaroian or aearxmmom
ateetls one (1) Yaar. tuY kes ahatl Os C" 1a s new pe
No vrom M arry manw stuli be tloneNrt wCl Ufange tM naWral Ilow of water nusinq a
(5) Cantrsuor9 an notiy the Bu~nsoaecor evenqJar Rq Mun in atlwnce trn an insce ar~ sUR racaive written appwy on inspewm orE befwa
o~oeeea~in win,,,rse,,;v~ pp
(e) me usuance a a oemirt «u» aw~wu d trawvy: mC soecfioeans SnaH nat be eonswea ro be a peimit ror. nor an ao0ma10( a viama+a me O~s
or me euiWmg waea a my otner adinarce. lnv, n+b a ~epWapon. m
Chief Buiiding Inspeaor
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Certificate of Completion
AND/OR
Compliance
CITY OF WHEAT RIDGE
7500 W. 29TH AVENUE
WHEAT RIDGE, COLORADO 80215
THIS CERTIFICATE VERIFIES THAT TI-IE PROPERTY DESCRIBED BELOW, DOES
COMPLY WITH THE WHEAT RIDGE BUII,DING CODE, ZONING AND OTHER
RELATED LAND USE AND DEVELOPMENT LAWS OF TFIE CITY OF WHEAT RIDGE
FOR THE FOLLOWING PURPOSE:
c?01-q1~.3 'Re-nC~ua--LEon -i- ~16af-€
OWNER: Wheat Ridge Librarv ADDRESS: 5475 West 32nd Ave.
CONTRACTOR: Jose Garcia Construction
PROPERTY ADDRESS: 5475 West 32nd Avenue
DATE 2 6 0~ CHIEF BLTILDING OFFICIAL
ZONING
JEFFERSON COUNTY PUBLIC
10200 West 20th Avenue Lakewood, Colorado 80215 (303) 232-7174
March 9, 2000
Ms. Meredith Reckert, Senior Planner
City of Wheat Ridge
7500 West 29th Avenue
Wheat Ridge, CO 80215-6713
RE: WIIEAT RIDGE LIBRARY RENOVATION PROJECT
5475 W. 32°d AVENUE
CERTIFICATE OF OCCUPANCY - LANDSCAPING COMPLETION
Dear Ms. Reckert,
/nF~ VFFI
~
/CD
The Jefferson County Public Library, through its General Contractor, requested a fmal inspection and Cer[ificate of Occupancy on
the above referenced project on 3/8/00. Per discussions with your Codes Administrator Darin Morgan, a Certificate of Occupancy
cannot be issued by the Ciry of Wheat Ridge without a completed pemut "Inspection Record" card. The PARKING &
LANDSCAPING inspection signature on this cazd is absent at this time because landscape sod, frees and plantings are not
completed.
On recommendations from the landscape nursery and out Landscape Arclutect, the Library has elected to postpone installation of
the landscape sod, trees and plantings until May 1' of this yeaz. By postponing this work, we are helping assure successful gowth
of the plantings and we also keep warranties intact.
The Library is fully committed to completing this portion of the work on the project. Attached is a copy of our contract for
remodeUrenovation General Contracting Services at the Wheat Ridge Library, and the Schedule of Values used distribute the
contract amount to items of work. Funding for the project is secured per this contract, and payments aze d'uected to the General
Conhactor in accordance with the Schedule of Values. An amount of $16,609.00 currently remains to be distdbuted to the General
Contractor for complerion of landscape sod, trees and plantings work.
The purpose of this letter is to dispel any doubts the CiTy may have regazding our commitrnent to install the landscaping on this
project as identified in pennit documents. Due to restdctions, the Library is unable to oblige the alternarives of providing pre-
payment to an escrow account, or a Letter of GYedit to the City as a guaxantee.
Please accept this letter as our assurance that landscaping at the Wheat Ridge Library will be completed per plan in the spring of
this year. Feel free to contact either myself at 303-275-2206 or the Libiary's Project Manager, Eric W. Hjelle at 303-271-5009
should you have any quesrions regarding this matter.
S}nce're-Iy,
Patricia A. Correia
D'uector for Administrarive Services
rncnvn
xa Herman Beaver/Jose Gazcia Conshvcrion
Eric W. Hjelle/Jefferson County Conshvcrion Management
Tim Hodges/Hagen*Cameron Architecture .
File
Anne R. Panza
DIREGTOR OF CONSTRUGTION
MANAGEMENT
JEFFERSON COUNTYCONSTRUCTION MANAGEMENT
700 JEFFERSON COUNTYPARKWAV,#280
GOLDEN,COLORAOO 80401
PHONE: (303) 271-5026 FAX: (303) 271-5099
~
CONTRACT
THIS CONTRACT, dated for reference purposes only this 14th day of June, 1999, is by
and between the BOARD OF TRUSTEES OF THE JEFFERSON COUNTY PUBLIC
LIBRARY, 10200 West 20`h Avenue, Lakewood, Colorado 80215, a body politic and corporate
(the "Library"), and JOSE GARCIA CONSTRUCTION, INC., 2963 W. 91s` Place, Denver,
Colorado 80221 (the "Contractor").
RECITALS
WHEREAS, the Library is in need of interior remodeling,. parking lot improvements, and
construction of a new entrance vestibule at the Wheat Ridge Library; and
WHEREAS, the Contractor is qualified, ready and willing to perfortn these services in
accordance with the terms and conditions set forth below.
AGREEMENT
~
NOW, THEREFORE, for and in consideration of the covenants and conditions set forth
herein, and for other good and valuable consideration, the sufficiency of which is hereby
aclmowledged, the Library and the Contractor agree as follows:
THE WORK.
(a) Statement of the Work. The Conuactor shall furnish the labor, equipment,
materials and supervision necessary for or incidental to the complete and timely performance of
everything described or reasonably implied from the Specifications attached hereto as Exhibit A
and incorporated herein by this reference (the "Work"). The Contractor shall perform the Work in
a first-class, workmanlike manner to the satisfaction of the Library and in strict accordance with
the provisions of this Contract.
(b) Access and Inspection. The Library and its representatives shall at all
times have access to the Work. The Contractor shall provide proper facilities for access to and for
inspection of the Work for the purpose of deternuning compliance with this Contract and qualiry
of workmanship and material. All materials, equipment and supplies used in the performance of
the Work shall be subject to adequate inspection and testing in accordance with generally accepted
standards. The Library Representative may order that portions of the Work be uncovered, exposed
or made available for observation, inspection or testing at no additional cost. The Conuactor shall
provide all labor, tools, materials, equipment and supplies necessary to comply with the request of
the Library Representative. If any portion of the Work is determined to be defective, the
Contractor shall bear a11 costs involved to bring the Work into compliance with the Contract,
\\GGIDATAi\GROUPS\ATTORNEYIFACBTECMFACILITYV.IBRARY-REMODEL-CNT
June 14,1999
including without limitation the cost to replace any materials, to re-perform or to reconstruct. The
Con[tactor shall remove from the work site all work or materials rejected by the Library for failure
to comply with the Conuact whether incorporated in the Work or not.
(c) Site Clean-Up. On a daily basis, the Contractor shall maintain the work
site free from accumulation of waste materials or rubbish caused by performance of the Work.
The Contractor shall remove all rubbish, tools, construction equipment, machinery, and surplus
material from the work site. If the Contractor fails to maintain the work site in an appropriate
condition, the Library may, after notice to the Contractor, perform any necessary clean-up and
chazge the clean-up costs to the Contractor.
2. AUTHORIZED REPRESENTATIVES. The Library designates Patricia Correia,
as the "Library Representative." The Conuactor designates Jose Gazcia as the "Contractor
Representative." The Contractor Representative shall have the authority to bind the Contractor
and shall be present at the work site as necessary to assure the Conuactor's satisfactory
performance. The Contractor Representative shall also be responsible for advising the Library
Representative of the status of the Work and for assuring frequent and effective communication
with the Library Representative.
3. PERIOD OF PERFORMANCE. The Conuactor shall begin the Work as set
forth in the notice to proceed (the "Start Date") and shall complete the Work within 145 calendar
days (the "Completion Date"). All time limits aze of the essence. No Work shall be performed by
the Contractor until a notice to prceeed is given by the Library Representauve. The Contractor
acknowledges that a notice to proceed will not be issued until the Library has received all
acceptable bonds and certificates of insurance.
4. CONTRACT PRICE. The Library shall pay the Contractor the firm fixed price of
~ Four Hundred Sixty-Five Thousand Six Hundred Twenty-Five and No/100ths Dollazs
($465,625.00) (the "Contract Price") for the Work and shall be paid for Work approved and
accepted by the Library. The Conuactor shall submit monthly invoices for the Work performed
during the preceding month. Invoices shall be subject to review and approval by the Library
Representadve. The Library shall pay the Contractor ninety percent (90%) of the amount due the
Contractor on account of progress payments, until the Work is fifty percent (50%) complete. At
the time the Work is fifty percent (50%) and thereafter, if the manner of completion of the Work
and its progress are and remain satisfactory to the Library, and in the absence of other good and
sufFicient reasons (and, at the Library's option, with the consent of any applicable surety), the
Library shall authorize any remaining partial payments to be paid in full. The amount of payments
hereunder shall be based upon the value of the Work completed based upon pay applications to be
prepared by the Contractor in a form acceptable to the Library and approved by the Library
Representative. The full contract retainage may be reinstated if the manner of completion of the
Work and its progress do not remain satisfactory to the Library, or for other good and sufficient
reasons. At the option of the Conuactor, all sums withheld as percentage pursuant to this
Pazagraph 4 may be released to the Contractor, provided that prior to such release, the Contractor
\1GC4\DATA7\GROUPS4ATTORNEYfACdTECHVFACILI'MLIBRARY•REMODEL-CNF -
June14,1999 2
deposits with an escrow and an escrow agent both acceptable to the Library, acceptable securities
as defined in Section 24-91-102, C.R.S. 1973, acceptable to the Library, in the amounts and in the
manner specified in Section 24-91-105, C.R.S. 1973.
The Contractor shall maintain complete and accurate records of time spent and materials
used for performance of the Work, together with any invoices, time cazds, or other supporting data
reasonably requested. All records, data and documentation shall be retained by the Contractor for
a period of not less than thiee (3) years after completion of the Work, and shall be subject to
review, inspection and copying by the Library upon reasonable notice.
5. FINAL INSPECTION. The Contractor shall notify the Library when the Work is
complete and ready for final inspection. Within ten (10) working days thereafter, the Library
Representative shall make a final inspection to determine whether the Work has been completed in
accordance with this Contract and shall submit a written list of any defects to the Contractor. The
Contractor shall prompfly correct any defects without additional cost to the Library within ten (10)
working days after receipt of the list of defects. If any defects cannot be conected within ten (10)
working days, the Contractor shall correct such defects promptly and with due diligence. The
Contractor shall also deliver to the Library all guazantees and warranties, all statements to support
state sales and use tax refunds and any as-built drawings and shall demonstrate the proper
operatron and maintenance of all equipment to the Library's employees.
6. DEFAULT AND LIOUIDATED DAMAGES. If the Contractor fails or refuses
to complete the Work on schedule, or to complete the Work in a timely and satisfactory manner,
the Library may ternunate this Contraet and the Contractor's right to proceed hereunder. If the
Library terminates this Contract under this Section, the Contractor may, at the option of the
Library, be required to cease any or all work provided for under this Contract and shall be liable
for any additional cost to the Library for services acceptable to the Library from another Contractor
as well as any actual damages associated with such failure to perform. The cost of undertaking the
Work with another Contractor selected by the Library and any additional expense shall be
deternuned by the Library.
Time is of the essence in completing the Work. Tn the event of delay in the completion of
the Work as specified beyond the Completion Date, it would be difficult to deternune the exact
amount of the loss or damages suffered by the Library due to delays in compledon of the Work.
However, the Library has attempted to forecast a reasonable daily amount as compensation for the
damages incurred due to late completion caused by the Conuactor, based upon considerations
which include, but are not limited to, departrnental and public inconvenience and additional
contract adminisuation costs. Therefore, for each and every day of delay past the Completion Date
(including and, as adjusted by, time extensions) of this Contract, the Contractor will be liable to
the Library, as liquidated damages (and not as a penalty), in the amount of Five Hundred and
no/100ths Dollazs ($500.00) for each and every calendaz day the Contractor is at fault for the
delay. The Library reserves the right to deduct said liquidated damages from any amount due the
\\GC4\DATA7\GROUP5IATTORNEYTACBTECMFACILJTYV.IBRARY-REMODEL-CNT
June 14,1999
Contractor under this Contract, or, at its option, to collect such liquidated damages directly from
the Contractor or its surety.
7. KNOWLEDGE OF THE WORK. Before submitting a bid, the Contractor has
become fully informed regazding the Work and any materials or equipment required including the
amount or quantity thereof. No adjustment or modification shall be allowed for any
misnnderstanding of the Work or of equipment or material requirements, or of the provisions
contained in this Contract and in the other Contract Documents. The selection of materials and
equipment for the Work shall be in accordance with the Contract Documents and the laws of
Colorado.
8. CHANGES IN THE WORK. The Library Representative may from time to time,
by written notice to the Contractor, extend the Start or Completion Date or make changes in the
Work necessary or convenient to accomplish the purpose intended by this Contract. The Library
Representative shall have such further authority, if any; as may be specifically granted or
authorized by the Board of Trustees of the Jefferson County Public Library to initiate or process
administrative change orders affecting the Contract Price or quantiry of work to be performed. All
other changes to this Contract must be made by contract amendments. The Contractor shall not
commence any changed or increased work prior to receipt of a duly executed change order or
contract amendment. The Library shall have no duty or obligation whatsoever to compensate or to
reimburse the Conuactor for any additional work not specifically authorized as provided herein.
9. AMENDMENT. This Contract contains the entire agreement of the parties
relating to the subject matter hereof and, except as provided, this Contract may not be modified or
amended except by written agreement of the parties.
10. TERMINATION. The Library reserves the right to terminate this Contract, in
whole or in part, with or without cause by written notice to the Contractor. In the event of
termination, the Contractor shall incur no additional expenses and shall perform no further
services for the Library under this Contract as of the date of receipt of the notice of ternunation,
unless otherwise specified by the Library. The Library shall pay the Contractor for all services
satisfactorily performed prior to receipt of the notice of temunation and for other services required
by the Library to be completed prior to ternunation and sadsfactorily performed.
11. AFPROVAL OF SUBCONTRACTORS AND CONSULTANTS. The
Contractor shall not employ any subcontractors or consultants without the prior written approval of
the Library Representative. Prior to commencing any Work, each subcontractor or consultant shall
provide the appropriate insurance as is required under this Contract. The Contractor shall be
responsible for coordination of the Work and the acts and omissions of its agents, employees,
subcontractors, consultants and suppliers, and shall bind each to the terms of this Contract so faz as
aze applicable. This Contract is voidable by the Library if subcontracted by the Contractor without
the express written consent of the Library.
\\GG\DATA7\GROUPSWTTORNEY\FACBTECHTACNTY W BRARY-REMODEL-0NT
June ia. isss 4
12. INDEPENDENT CONTRACTOR STATUS. PAYMENT OF TAXES, AND
UNEMPLOYMENT INSURANCE. Tn performing the Work, the Contractor acts as an
independent conuactor and is not acting as an agent, servant or employee of the Library. The
Contractor is solelv responsible for necessarv and adequate workers' comuensation
insurance and shalt be responsible for withholding and pavin¢ all federal and state taxes.
The Contractor and its emplovees are not entitled to unemulovment insurance bene6ts
unless unemplovment compensation covera2e is provided bY the Contractor or an entitV
other than the Library.
13. INDENINIFICATION BONDS INSURANCE. AND GUARANTEES.
(a) Indemnification. The Contractor agrees to and does indemnify and hold the
Library and its agents and employees harmless from and against any and all claims, damages,
losses, injuries, costs and expenses, including attomey's fees, relating to or arising out of any act or
omission of the Contractor and its employees, agents, subcontrac[ors or consultants relating to the
Work.
(b) Performance and Payment Bonds. The Contractor shall fumish, at the
Contiactor's expense, a sepazate performance bond and a labor and materials bond, each for an
amount not less than 100% of the Contract Price. The bonds shall be issued by a qualified
corporate surety licensed to transact business in Colorado. If at any time during performance of
the Work the surety on the bonds shall be disqualified from doing business in Colorado, or shall
become insolvent or otherwise impaired, the Contractor shall fumish bonds from an altema[e
surety acceptable to the Library. The bonds shall remain in effect until final acceptance of the
Work ineluding completion of all warranty and guaranty work and shall be delivered to the Library
prior to the commencement of the Work. The Contractor shall secure an increase in the bonds in
an amount equal to the cost of any additional work authorized pursuant to a duly executed change
order or contract amendment.
(c) Insurance. The Contractor and all subcontractors shall purchase and
maintain such insurance in a company or companies licensed to do business in the State of
Colorado as will protect it from claims which may arise out of or result from operations under the
Contract, whether such operadons be by itself or by anyone direcdy or indirectly employed by it,
or by anyone for whose acts it may be liable. The insurance requirements for this Contract are set
forth in Exhibit B attached hereto.
(d) Guazantee. The Contractor guazantees the Work against defects in
workmanship and materials for a period of one (1) yeaz commencing on the Final Acceptance (the
"Guarantee Period"). The Contractor shall also assign to the Library any longer term guarantee of
materials used by the Contractor as may be provided by the manufacturer. The Contractor shall
prompdy replace any materials or re-perfortn any portion of the Work found to be defective within
the Guazantee Period in accordance with the Conuact and without expense to the Library. If the
\\GC4\DATA7\GROUPSkATTORNEY'FAC6TECMFACILI7YLLIBRARY-REMODEL-CNT
June74,i999
Contractor fails to proceed promptly in accordance with these guazantees, the Library may have the
work performed at the expense of the Contractor.
(e) Bonds and Certificates of Insurance. All bonds and certificates of insurance
required by this Contract shall be submitted by the Contractor prior to commencement of the Work
to:
Patricia Correia
Jefferson County Public Library
10200 West 20"' Avenue
Lakewood, Colorado 80215
Within a reasonable time after submittal, the Library shall either approve the bonds and certificates
of insurance or notify the Contractor of any unacceptable conditions stating the specific reasons
therefor. The Contractor shall promptly re-submit an acceptable bond or certificate of insurance,
which the Library shall review within a reasonable time. The County shall not issue a notice to
proceed until all required bonds and certificates of insurance have been accepted by the Library.
V~ 14. EOUAL EMPLOYMENT OPPORTUIVITY• USE OF COLORADO LABOR;
ILLEGAL ALIENS. The Contractor shall not refuse to hire, dischazge, promote or demote, or
discriminate in matters of compensation against any person otherwise qualified, solely because of
race, creed, sex, color, national origin or ancestry, disability or age. Colorado labor shall be
employed to perform the Work to the extent of not less than eighty percent (80%) of each type or
class of skilled and common labor employed by the Contractor. The term "Colorado labor" means
any person who is a resident of the State of Colorado at the time of employment. The Con[ractor
shall not knowingly employ unauthorized or illegal aliens to perform any portion of the Work, and
shall comply with the provisions of the Immigration Reform and Control Act of 1986.
15. OFFICIALS NOT TO BENEFIT. No elected or employed member of Counry
government shall direcdy or indirecdy be paid or receive any shaze or part of this Contract or any
benefit that may arise therefrom. The Contractor warrants that it has not retained any entity or
person, other than a bona fide employee working solely for the Conuactor, to solicit or secure this
Contract.
16. SALES TAX EXEMPTION. The Contractor and its subcontractors, consultants
and suppliers will not be required to pay Colorado state sales and use taxes on property
incorporated into the Work. The Conuactor shall obtain a sales tax exemption permit from the
State of Colorado Department of Revenue, if necessary, to obtain materials for the Work without
the payment of Colorado state sales tax.
17. APPROPRIATION.
\\GC4\DATAIIGROUPSVQTORNEY\FACLTECHIFACWTYV.IBRARY-REMODEL-CM
June 14,1999 6
(a) As of the date of execution of this Contract, and for the express purpose of
complying with the Library's financial obligations hereunder, the Library has appropriated funds
equal to or in excess of the Contract Price. The Library will not issue a change order or other
order resulting in compensable work by the Contractor that causes the aggregate amount payable
under this Contract to exceed the amount appropriated, unless an appropriation has been or will be
made to cover the costs of the additional work. The Contractor will be provided written
verification of such appropriation upon a request sent to the Library Representative.
(b) The payment of Library obiigations in fiscal yeazs subsequent to the current
yeaz aze contingent upon funds for this Contract being appropriated and budgeted. If funds for thi:
Contract aze not appropriated and budgeted in any year subsequent to the fiscal year of execution
of this Contract, this Contract shall terminate. The Library's fiscal yeaz is cunendy the calendar
year.
18. MISCELLANEOUS PROVISIONS.
(a) Govemin¢ Law and Venue. This Contract shall be governed by the laws of
the State of Colorado and venue shall be in the County of Jefferson, State of Colorado.
(b) AssiQnabilitv. This Conuact is voidable by the Library if assigned by the
Contractor without the prior written consent of the Library.
(c) Survival Clause. The indemnification provision of Pazagraph 13(a) and the
guazantee or wazranties provided in Pazagraph 13(d) shall survive the completion of the Work and
the termination of this Contract.
(d) Notices. Any notice or communication given pursuant to this Contract shall
be given in writing, either in person (deemed given when actually received) or by certified mail,
return receipt requested (deemed given at the time indicated on the completed return receipt).
Notice shall be given to the parties at the following addresses:
The Contractor:
Jose Garcia Construction, Inc.
2963 W. 91S` Place
Denver, Colorado 80221
Attn: Jose Gazcia, President
The Librarv:
Jefferson County Public Library
10200 West 20'h Avenue
Lakewood, Colorado 80215
Attn: Patricia Correia
1\GC4\DATAI\GROUPSWTTORNEY\FAC&TECMFACILITYLIBRARY•REMODEL-0NT
JunO 14,1999 7
with a copv to:
Jefferson County Attorney
Jefferson County Government Center
100 Jefferson County Pazkway
Golden, Colorado 80419-5500
The parties shall give written notice of any change of address.
(e) Compliance with the Laws. The Contractor shall observe and comply with all
applicable laws, including but not limited to federal, state and local laws, regulations, rules, or
ordinances that affect those employed or engaged by it, the materials or equipment used or the conduct
of the Work and shall procure any and all necessary approvals, licenses and permits, all at its own
expense.
( fl Library's Ownership of Documents. Any data, reports, drawings, documents or
other things or information provided by the Library to the Contractor during the performance of the
Work and any reports, drawings or other writings required under this Contract to be produced by the
Contractor shall be and remain the sole property of the Library at all times. The Contractor shall return
or provide to the Library all data, reports, drawings, documents or other things by the Completion Date
and Wore payment of the Contract Price.
(g) Severabilitv. If any provision in this Contract shall be declazed by a court of
competent jurisdiction to be invalid, such decision shall not invalidate any other part or provision
hereof.
IN WITNESS WHEREOF, the parties hereto have executed this Contract.
ATTEST:
THE BOARD OF TRUSTEES OF THE
JEFFERSON COUNTY PUBIC LIBRARY
BY )(~l
Keith Grebe,~~air~m R
Date `61 7M:WTTORNENFAC&TECMFAqLITYV.IBRARY•REMODEI-CNT
June 30,1999
STATE OF COLORADO )
) ss.
COUNTY OF O&M-4 )
Subscribed and sworn to before me this ~Jwl day of , 1999 by
Kgl ~r~~ raas, as Chairman of the Boazd of Trustees of the Jefferson County Public Library
Witness my hand and
My
THE CONTRACTOR:
JOSE GARCIA CONSTRUCTION, INC.
Joe G President
Date Zz /~/1
ST~ OF COLORADO )
) ss.
COUNTY OF .~a )
Subscribed and swo to before me this 20 41 day of iutx, ,1999 by Jose
Garcia as President and otf.cn.e as Secretary of Jose Gazcia
Construcfion, Inc.
rope
Assistant County Attorney
\\GC4IDATA7\GROUPS\ATTORNEYIFACBTECMFACILITYUJBRAHY•REMODEL-CNT
June 14, isss 9
EXHIBIT A
SPECIFICATIONS
~
\\GG\DATA7\GROUPSNTTORNEY%FAC&TECMFACIUTYUBRARY-REMODEL-CM
June 14.1999 10
EXHIBIT B
INSURANCE REQUIREMENTS
\\GC4IDATA7\GROUPSIATTORNEY1FACdTECHTACILITYVJBRARY•REMODEL-0NT
June 14,1999 11
E~I'T "B"
INSURANCE REQUIREMENTS
GENERAL
I
Prior to the commencement of nny work the vendor ahall fotward ceHificatea of insurance to the
department specitied in t6e awrrd document
II
Certificates must indicate they apply to Jefferson County.
Required
III
Insurance - Minimum requicement
Workers compensation - staW[ory limits provided by either an insw'ance cersier licensed to do business
Required
in Colwado or Colorado Compensation Insurance.
Employer's liability- $100,000 each accident
$500,000 disease policy limit
$ 100,000 diseese each employee
Commerciel C,eneral Liability - on a Comprehcvsive Focm
('induding pnemises/operations/ independent contractors; product and campleted operations.)
Contractual liability and. TLe policy must not exclude or reducc any coverages for mobile equipment,
Broad Form property demage; pasonal injury; blanket contractuai; and death Personal injury coverage
must have the employee exclusion deleted
Combined single limit for Bodily Injury end Property Damage;
Re4uired
$1M ea
accucrence
$2M general
aggegate
Conlihercial automobile liability insurence - including hired and non-owned velricles, statutory Colorado
P~d inJu4' Protection, end statutory Colotado uroincuelhmder_insured motorist liability coverages.
Covecage must include Garage md Towing Liability.
Combined single limit for bodily injury and propetty damage.
Required
S1M ea
occucrence
Pcofessional Gability/ecras and omissious (E&O) limits
W re4°1red
Jefferson County must be added ae nn addiHonal inaured to xll Applicabk lia6ility policiea
including 6ut not limited to automo6ik, general lia6ility aud ezceea IiabiGty
Required
All deduchbles or self-insured retentions (SIRs) in excess of $5,000 must be listed on the certificate of
insurence
Required
Certificates of insurance on all policies to the cwmty shall be given written notice of not less than 30
Required
dxys prior to cancellation or chaage in coverage
The insurance requiremrnts speci5ed by the cwmty shall remein in effed for tlie fiill twm of the contract
and/or ag+eemeat end eny extension theroo£ Updated Catificates of Insvrance shall be sent to the
cwmty ducing the full term of the contrect and/or agreement end any exteosion thereof.
Required
The coimty reseives the right to reject any insurer it deems not 5nancially acceptable on insurance
industry resoimces. ProPertY eud liability incurnnce compmies shall be licenses to do business in
Colorado and shall have an AM. Best rating of not less than B+ and/or VII. Additionally the county
reserves the right W rejxt any iosurance with relatively lazge deducGbles or self-insured retenflons
(SIIts), deemed by the county to pose too Ligh s risk based on the size of the contractor, financial status
or rating of the conhactor, or based on tbe size or type of the project and ihe exposure.
Required
IV
Any deviatioas below the standards given above must be approved by Jefferson County Risk
Required
Management
V
Any su6eontnicton muat meet the same Imurance requtremenb toe tfie contract or purcfiase
order unlas Rfsk Management 6u approved a deviation
Required
M:%CiROUPSIRISIC\TIIIANRF.Qi7IItE9.WPD
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~y~`~ ConcreteCompressive
Goodson&Associates,lnc. Y
11949 West Colfax Ave. Strength Report
Lakewood, CO 80215
(303) 233-2244 Fax (303) 233- 10~
1938 AP
Project Name: wneat Ridge Litxary Project Number: 65250.01
~roject Location: 5500 West 32nd Ave. Set No.: 5913-5916
Client: Jefterson CO. ConswcHon Management Test Date: 17-NOV-99
Contractor: J0se Garcia Construaion Date of Issue:
Placement Location: SE entrences to South parldng lot. Curb Sampie Location: SE comer.
arni gutter.
ConcrMe Suppiier: Lafarge Ticket No.: ~ 766W Mix ID.: 4418
Time:Batched 12:44 PM Sampled: 1:15 PM Unloaded:2:10 PM TotalMixertime(hrs.mm) 1:26
Truck No.: Load Size: 10.00 cu.yds. Specification: 90 Mins. Max
Temperature: Conuete (ASTM C1064): 76 (dearees P) Ambient Temp. 74
Water Added on Jobske: None gals. Slump (ASTM C143): 325 (inches) Specificatlon: 4
UnR WeigM: 74220 pcf Air Content (ASTM C773 or C231): 6.00 Spedfication: 4.57.5
Sampled By (ASTM C172): Robert Nabors MiN Max Temperature 0M
Field Slorege Facility: Treiler Date Received in Lab: 11l1859
Note Deviations from Standard Procedures:
COMPRESSIVE STRENGTH
Compressive Strength Tests Performed to ASTM C39 Cylinder Capping According to ASTM C617
ype of Speeimens: 6 x 12 Cylinders
Fleuurel Strength 8eams (ASTM C78,
C293, C1018
Wb ID.
Type
Curing
Date
Tested
qye
Days
Load (ibs)
Area
(irt')
Dia (in)
Strength
(psi)
Tested By
Brk Typ
Avg. Witlth
(in)
Avg. Depth
(in)
Avg. Span
(in)
9913
MR
24Nov
7
103,090
28.27
6.00
3,650
JR
SH
5974
"
75-Dec
28
134,670
28.27
6.00
4,760
RB
SH
5915
"
15-Dec
28
140,380
2827
6.00
4,960
RB
SH
5916
"
12-Jan
56
#DIV10!
Spec'rfied Age 28
Remarks: Chute
Specified Strength 3,500
' = Cone & Split
i = Cone 8 Shear
= Shear
_ = Columnar
Copies to:
Goodson & Associates,lnc.
11949 West Colfax Ave.
Lakewood, CO 80215
(303) 233-2244 Fax (303) 233-
1938
ProjeCt Name: Wheat Ridge Librery
DrojectLocation: 55M `Nest32ndAve.
Client: Jefferson CO. Construdion Management
Contfactof: Jose Garda Construdion
ConcreteCompressive
_
~
Strength Report
~
5%
. At
Project Number: 65250.01
Set No.: 5958-5961
Test Date: 19-Nov-99
Date of Issue:
PlaCement Location: Floor slab in NE comer of addition. Sample LoC2tion: Same
Canaete Supplier: Laharge Ticket No.: 77egffi Mix ID.: P4626
Time: Batched 8:19 AM Sampled: 8:50 AM Unloaded: 9A5 AM Total Mixer time (hrs.mm) 7.26
Truck No.: Load Size: 3.00 eu.}tls. Specifieation: 90 Mins. Max
Temperature: Concrde (ASTM C7064): 67 (degrees F) Ambient Temp. 55
Water Added on Jobsfte: None gals. Slump (ASTM C143): 2.75 (inches) Specification: 4
Unit Weight: 141.00 pcf Air CoMeM (ASTM Ci 73 or C231): 5.00 Specification: 4.57.5
Sampled By (ASTM C772): Robert Nabors MiN Max Temperature ww
Field Storage Facility: Trailer . Date Received in Lab: 11I20199
Note Deviations from Standard Procedures:
COMPRESSiVE STRENGTH
Compressive Strength Tests Performed to ASTM C39 Cylinder Capping According to ASTM C617
ype of Specimens: 6 z 12 Cylinders
Fiexurel Strength Beams (ASTM C78,
C293. C7018
Lab 10.
Type
Cunng
Date
Tested
Age
Days
Load (Ibs)
Area
(irR)
Dia (in)
Strength
(ps~)
Tested By
Brk Ty
Avg. Width
(in)
Avg. Depth
(in)
Avg. Span
(in)
5558
MR
26-Nov
7
116,610
28.27
6.00
4,120
DA
SH
5959
77-Dec
28
167,630
28.27
6.00
5,930
RB
SH
9960
"
17-Dec
28
163,405
28.27
6.00
5,780
R8
SM
5967
"
14Jan
56
#DIV/0!
Specified Age 28 Specified Strength 4,000
Remarks: Chute
~ = Cone 8 Split
-I = Cone & Shear
= Shear
L = Columnar
Capies to:
nt RworesentativP.
Re-
MARQLiEZMECHANICAL CONTRACTORS, INC.
Gazcia Construction 11/16l99
2963 W91st PT,.
Denver Co. 80221
d
Re£ Wheatridge Library Sy74; w• 3'a
Att: To Whom It May Concern
This is to verify that Larry Witherspoon has welded to the weld procedure UA-2 withirr
the last 30 days for Marquez Constructors Inc.
7~~~~',~l
Gabriet A. Medina Vice-President
TEL No. Mar: 5,98 18_15 P.01
United Associa#ion
Welder Qualification Record
!~'El,!)Elt NAME: WiTFiFKSPUON, LARRY R S. S. IVUMSER: 52464-6415
I,OC'AL UN3UNt 20R CITY: GILCREST STATE: CO
lI.A. tVF.LDING Y}t(3C:EDURE FOLLOWED:IIA-2
\i`rl.l)ING P[t()(.'ESS: SMAW
9't:S'r' },OCATiON: llenver-208
TEST 3ESSION 1303
TEST DATEc 07113196
♦'r1i21ABLF.S pF 7'E;S"f
P1411-'' hiATER1Ai.: (P-NO.1 wl'-NO.I)
}'IAE DIAATF,1'ER WELDI:p: 6" Nominal
'1'.al.1.1111CKNESS 0.290" (SCH 40)
Fll l.i;lt hiETAL F-NO. USEU: F3 and F4
!i k'LIl pf;PQSJT't}iIt'kNESS X'OR SMAW: 0.280"
\l'EI.DfNG PROGRESSION: UphiU
1k'F:f.hIiVC POSITIpN UF TiiST P[PE: 6G
RANGE QUALIFiED
P7 thru PS 1
2 718" and over
U1] SO 0.560°(IACIliSIVC)
Fl,F2,F3, and F4
Up to 0.550"(inclusivc)
Uphilt
All Posikians
VTSUAL INSPECTiON
RC7pT pASS - SAT]SFACTt]RY CAP PASS - SATISFACTORY
RADIOCRAPfiiC EXAMfNAT10N
WL•;L.D MEE:I'S ASME SECTiON iX ACCEPTANC~' CRITERIA
This i;: a tnic and facEuai copy of a docurnent on file at the United As/sociation offi 'n Washington, D.C.
(
UATE 5(?%--r4YS U.A. LOCAI. REYRESENTATIVE L
duP2. mv. 01
. . . , .V:rs.wrx..: v. Y.- 'Y'4}; .
. ...~-~-UNSTED'A4sOCIATTDN
- WELDSR QUALIFICATION RECORD. ~ . . . .
41;:1,[+EA. NRMT: W1'pHERSPOON, I,ARRy R
_>c:rq. uN10t4: 2U8 CITY: 6ILCREST
U.R. k'EiD:Nti NHOt:EDURE FOLLOWED: UA-2
`t(_:.itihK4 PkOCESS: SMAw
8.3. !J(7lSBSR: 529-fi4-6415
STA2E: CA
TEST LoCqTIOH: Danvez-208
TEST DA2's: 07/23/96 Seasion # 1303
VARIA.BLSS OF TE:ST RANGE QUAI,IFSED
D1A?ER7A7.: (P-NO.1 tc Y-NO.1) °iP°_; I~IAMFTER Wk;LUEU: 6" NohLLrial P; thru Pll
WFt.l: 7'E!TC!CM$S3: 0.28Q"2 7/8° and ove;
'.'?Li,F.k MF.'PAL F-NO. U;`,Ep~9C F3 ~and F4 Up. to 0.560"(incluslve)
w-'.i,i' G'rPt7:it'P TH?CKNE,s FoR sMr,w: 0.280" ~~~~F3, and F4
47c:I-111t4G i'N.OGRES570N: IIgh111 Up t0 O.SfiO^(SSlClIIS1VC)
'n=.:1,i'1MU' POu_TION OF TF.S1' Y1YE: 6G vP~iSl
All Positions
VIsUAL ZN5PECTION
ROOT PA55 - SATtSFACTORY CAp pASS - SATISPACTORY
RADIOGRApHZC EXAMINAT202i
. . . .
47ELD ME^cT5 ASME SECTION ZX ACCEPTAHGE CTITERIA
a t cue an<; f.,r.r.ua] tony oE a doc•.ssnent on 411e at the
tk~;'~:;: otties in Washinqton, D.C.
CF:T~'. a~i• ~•.,wa} lMa U.A. LOCAL REPT2ESENTATIVE
dup2. rev. 01
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9914
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE Date : 12/15/99
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner :
Property Address : 5475 W 32ND AVE
Contractor License No. : 18859
Company : K-G ELECTRICAL INC
Phone : 275-0166
Phone : 292-9613
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR)
Construction Value :
$2,950.00
Permit Fee :
$83.25
Plan Review Fee :
$0.00
Use Tax :
$44.25
Total:
$127.50
Use:
Description : Relocate 7 smoke detectors, 2 strobes, 1 horn strobe, 1 annunciator, 2 pull stations for Wheat Ridge
Library addition
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company :
Expiration Date :
Approval:
Expiration Date :
Approval:
Expiration Date :
Approval :
(i) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado antl to the Zoning
Regulations antl Building Code of Wheat Ridge, Colorado or any otherapplicable ortlinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount normalty required, provided no changes have been or will be made in the
original plans and specifcations and any suspension or abantlonment has not exceetletl one (i) year. If changes are made or if suspension or abandonment
ezceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done that will change the natural flow ofwater causing a drainage problem. (5) Contrador shall notiry the Building Inspector lwenty-four (24) hours in advance tor all inspec[ions and shall receive written approval on inspection card before
proceedii hsuccessi phasesofthejob.
(6) 7he iss ce f fhe approval of tlrawings and specifications shall not be construetl to be a pertnit for, nor an approval of, any violation of ihe provisions
of the b iltli co y olher ordinance, law, mle or regulation. .
Chief Building Inspector
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
" CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner
Property Address
Contractor License No.
Company
J~FFF-~Qr~ ~toun.;~
~"`f7S 'Lv .7,2u1 A"/%-
i6gs`i
K- 6
Building Permit Number :
Date : I1-' 15-99
Phone : 3p3 =L"K. OjW6
Phone : `2°4LI°q613
~
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions p(nted on this
appliwtion, and that I assume full responsib'lity for o liance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable What F2jd e or ir)ances, for work under this permit.
(OWNER)(CONTRACTOR)
Description :
-/S
Construction Value : 2~ Rsc~
Permit Fee :
Plan Review Fee :
Use Tax :
Total :
BUILDING DEPARTMENT USE ONLY
Zonin ~CO3ff~rff~iitt'.a SIC : Sq. Ft. :
Approval :
Zoning :
BuiComg,, o meq_ a
Approval:
P.~blic3WOF &n ~o m- e"hts~3
Approval:
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
n ~Pia,n's'~R-miPt~d lm a R~q
(i) This.pertnit was issuetl in accortlance wilh the provisions set Porth in yopur applicalion and.is subjed ro the laws of the State of Colo2do antl to the Zoning
Regulations antl Buildiny Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City.
(2) This permit shall expire if (A) ihe work authonzed is not commenced within sizFj (60) days hom issue date or (B) ihe huilding authorized is suspended or
abandoned for a period of 720 days.
(3) If this permit expires, a new permit may be acquired for a tee ot one-halfthe amount nortnally required, provide0 no changes have been orwill be made in the
original plans and specificalions and any suspension or abandonmenl has not exceeded one (i) year. If changes are made or if suspension or abandonment
exceeds one (1) year, (ull tees shall be paid for a new permit.
(4) . No work of any manner shall be tlone ihat will change the natural flow oFwater causing a drainage problem. (5) Contraclor shall nofify ihe Building Inspedor lwenty-lour (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases of ihe ob.
(6) The issuance of a permit or the approval o~drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation otihe provisions
of the building codes or any other ordinance, law, rule or regulation.
Ctiief Building Inspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
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Goodson &Associates, Inc. lsee ~Ayaq. 'W 4rz RA ` aq'fmirz _a.U~ Corlcrete Compressive
11949 West Coifax Ave. Strength Report
Lakewood, CO 80215
(303) 233-2244 Fax (303) 233-
1938
Project Name: Wheat Ridge Librery Project Number: 65250.01
~roject Location: 5500 West 32nd Ave. Set No.: 5355-5358
Client: Jefferson CO. Construction Management Test Date: 2$-0Ct-99
ContraCtof: Jose Garcia Construction Date of Issue:
Placement Location: Curb and gutter, West end of South Sample LOCation: NW corner.
parking lot.
Concrete Supplier: Lafarge T-ickM No.: 774190 Mbc ID.: 4234
Time: Batched 2:11 PM Szmpled: 2:5D PM Unloaded: 3:30 PM Topl Mixer time (hrs.mm) 1:19
Truck No.: Load Size: 7.50 cu.yds. SpecificaNon: 90 Mins. Mau
Temperature: Conerete (ASTM C1064): 72 (degrees F) Ambient Temp. 67
Water Added on Jobsite: None gals. Siump (ASTM C143): 3.75 (inches) Specification: 4
UnR WeigM: Air Content (ASTM C173 or C231): 650 Specificatlon: 4.57.5
Sampled By (ASTM C172): Robert Nabors MiN Max Temperature 6D180
Field Storege Facility: Sfte treiler. Date Received in Lab: 10R9FJ9
Note Deviations fram Standard Procedures:
COMPRESSIVE STRENGTH
~.,..,...~«,.,e c1re..n}h Tce}c Pnrtnrmod }n CRTM C39 Cvlinder Caooina Accordina to ASTM C617
ype of Specimerrs 6x 72 Cylinders V
Flezural SVength Beams (ASTM C78,
293, C7018)
Lab ID.
Type
Curing
Date
Tested
Age
Days
Load (Ibs)
Area
(n')
Dia (in)
Strength
(psi)
Tested By
BrkTypE
Avg. Width
(in)
Avg. Oepth
(i n)
Avg. Span
(in)
5355
MR
4Nov
7
116,365
2827
6.00
4,120
BM
SH
5356
"
25-Nov
28
129,725
28.27
6.00
4,590
DA
SH
5357
•
25-Nw
28
129,135
28.27
6.00
4,570
DA
SH
535g
"
73Dec
56
#DIV/0!
Specified Age 28 Specified Strength 3.~ 500 ~
Remarks: 1:00pm - 2:45pm, delay due to truck breakdown.
3 = Cone 8 Split '
i = Cone & Shear
= Shear
- Columnar
Copies to:
Goodson & Associates, Inc.
11949 West Colfax Ave.
Lakewood, CO 80215
(303) 233-2244 Fax (303) 233-
1938
Project Name: Wheat Ridge librery
Dfoj2CL LOC2tion: 5500 W~' 32nd Ave.
Client: Jefferson CO. ConsWCtian Management
Contractoc Jose Garcia Construclion
Project Number: 65250.01
Set No.: 5480-5483
Test Dffie: 04Nov-99
Date of Issue:
PiaCement LoCation: Light pole base, South parFdng lot. Sample LoCation: Northside of lot middle pole base.
i- .
Concrete Suppliu: Lafarge Ticket No.: 775055 Mbc ID.: 4254
Time: Batched 10:08 pM Sampled: ~ ~:06 AM Untoaded: 11:50 AM Total Maer time (hrs.mm) 1:42
Truck No.: Load Size: 5.00 cu.yds. Specifiption: 90 Mins. Max
Temperature: Concrete (ASTM C7064): 74 (degrees F) AmbieM Temp. 64
Water Added on JobsRe: None gals. Siump (ASTM C743): 3.50 (Inches) Specification: 4'
Unit Weight: 142.60 pcf Air Content (ASTM C1 T3 or C231): S.BD Specification: 4to 8
Sampled By (ASTM C172): Jim Robinson MiN Max Temperature 60/80
Field Storage Facility: Sde trailer. Date Received in Lab: 17559
Note Deviations irom Standard Procedures:
COMPRESSIVE STRENGTH
cnmnrassiva Strenath Tests Performed to ASTM C39 Cvlinder Cappina Accordinp to ASTM C617
ype of Specimens: 6 x 12 Cyllndere
Fiexurel Strength Beams (ASTM C78,
C293 C7018)
Lab ID.
Type
Curing
~Oate
Tested
Age
Days
Load (Ibs)
Area
(i d)
Dia (in)
Strength
(psi)
Tested By
BrkType
Avg. WiMh
(in)
Avg. Depth
(I n)
Avg. Span
(in)
5480
MR
71-Nov
7
113,405
28.27
6.00
4,010
RN
SH
5487
"
2-Dec
28
#DIV10!
5482
"
2-Dec
28
#DIV/01
5483
"
34Dec
56
#DIV/01
Specified Age 28
Remarks: Sampled from chute.
t; _ t.;one
CSP = Cone 8 Spiit
CSH = Cone & Shear
SH = Shear
COL = Columnar
Copies to:
Concrete Compressive
Strength Report
Specified Strength 4,000
Concrete Compressive
Strength Report
Placement LoCation: Northside curb, gutter and sidewalk. Sample Location: Same irom chute.
Goodson & Associates, Inc.
11949 West Colfax Ave.
Lakewood, CO 80215
(303) 233-2244 Fax (303) 233-
1938
Project Name: Wheat Ridge Library
~roject Location: 5500 West 32nd Ave.
Client Jefferson CO. Construction Management
ContraCto(: Jose Garcia Construction
Concrete Supplier: Lafarge
Ticket No.: 775603
Time:Batched737 AM Sampled: 8:15 AM Unloaded:9:00 AM TotalMucertime(hrs.mm).~:23
Truck No.: unk^own Load Size: 6.00 cu.yds. Specification: 90 Mfns. Mau
Temperature: Concrete (ASTM C1064): 70 (degrees F) Ambient Temp. 60
Water Added on Jobstte: None gals. Slump (ASTM C143): 3.00 (nches) Specification: 4
UnR Weight: 141.80 pcf Air Cohtent (ASTM Ct 73 or C231): 5.50 Specification: 4.5-7.5
Sampied By (ASTM Ct 72): Robert Nabors MiN Maz Temperature 60180
Field Storege Faeility: Treiler Date Received in Lab: 11NO199
Note Deviations from Standard Procedurea:
COMPRESSIVE STRENGTH
cnmoressive Strenath Tests Performed to ASTM C39 Cvlinder Cappinp Accordinp to ASTM C617
ype of Specimens: 6 x 72 Cylinders
Flexiual Strength Beams (ASTM C78,
C293 C10781
Lab ID.
Type
Curing
Date
Tested
Age
Days
load (lbs)
Area
(irf)
Dia (in)
Strength
(psi)
Tested By
Brk Typ
Avg. Width
(in)
Avg. Depth
(in)
Avg. Span
(in)
5596
MR
16Nw
7
101,340
28.27
6.00
3,580
RN
SH
5597
"
7-Dec
28
#DIVfO!
5598
"
7-Dec
26
#DIV/0!
5568
"
4Jan
56
#DIV/0!
Specified Age ZB Specified Strength 3,500
Remarks:
Copies to:
Project Number: 65250.01
Set No.: 5596-5599
Test Date: 09-Nov-99
Date of Issue:
Mbc ID.: 4284
c = cone
CSP = Cone 8 Spiit
CSH = Cone & Shear
SH = Shear
COL = Columnar
Client Representative
T.
Goodson 8 Associates, Ina ~ Concrete Compressive
11949WestColfa~cAve. SVengthReport
Lakewood, CO 80215 r~~~
(303) 233
1938 -2244 Fax (303) 233-
Project Nertte: Wheat Ridge Lib2ry PfOject Nurtlb2f: 65250.01
Droject LocatiOn: 5500 West 32nd Ave. Set NO.: 5779-5782
Client: Jefferson CO. Construction Management Test Date: I 5-NOV-99
Contrector: Jose Garcia Constniction Date of Issue:
Placement LoCation: Curb and gutter - centrai and East in Sample Location: West eM of CenVal gutter
South parldng lot.
Concrete SuppRer: Lafarge Ticket No.: 776350 M6c ID.: 4254
- Time: Batched :4' AM Sampled: 12:15 PM Unloaded: 1 '-03 PM Total Muer Ume (hrs.mm) 1:20
Truck No.: Load S¢e: 8.00 eu.yds. Specification: 90 Mins. Max
Temperature: Concrete (ASTM C7064): 73 (deprees F) Ambient Temp. 63
Water Added on Jobstte: None gals. Slump (ASTM C743): 4.OD (inches) Specifiption: 4
UnR Weight 144.40 pcf Air ConteM (ASTM 0773 or C231): 6.50 Specifiwtion: 4.57.5
SampledBy(ASTMCt72):RobertNabors Min/MaxTemperature mw
, Pieid Storege Facility: Trailer Date Received in Lab: 11N699
Note Deviations from Standard Procedures:
COMPRESSIVE STRENGTH
cnmnrocsive Strenath Tests Performed to ASTM C39 Cvlioder Capping According to ASTM C617
ype of Specimens: B x 12 Cylinders
Flexu2l Strength Beams (ASTM C78,
C293, C1078)
Wb ID.
Type
Curing
Date
Tested
Age
Days
Load (lbs)
Area
(irP)
Dia (in)
Strength
(psi)
Tested By
BrkType
Avg. Width
(in)
Avg. Depth
(in)
Avg. Span
(in)
5773
MR
22-Nov
7
96,205
28.27
6.00
3,400
BM
SH
5780
"
73Dec
28
#DIV/0!
5781
"
73Dec
28
#DIVlO!
5782
'
16Jan
56
#DIV10!
Specified Age 28 Spec'rfied Strength 3,500
Remarks:
~ = Cone 8 Split I
i = Cone 8 Shear
= Shear '
=(`nliimnar
Copies to:
Goodson 8 Associates, Inc.
11949 West Colfax Ave.
Lakewood, CO 80215
(303) 233-2244 Fax (303) 233-
1938
Project Name: Wneat Ridge Library
Droject Location: 5500 West 32nd Ave.
{
. .
Concrete Compressive
Strength Report
r. Y~?es~ us.
Project Number. 65250.01
Set No.: 5846-5849
Client: Jefferson CO. ConsWdion Management Test Date: 16-NOV-99
Contrector: Jose Garcia Construction Date of Issue:
Placement LoCation: Curb and gutter, South parking lot. Sample LoCation: NE entry way.
Concrete Supplier: Lafarge Ticket No.: n6472 Mix 10.: 4284
Time:Batehed 10:01 AM Sampled: 11;03 AM Untoaded: 11:31 AM TotalM&ertime(hrs.mm) 1:30
Truck No.: Load Size: 10.00 w.yds. Specification: 90 Mins. Mau
Temperature: Concrete (ASTM C1064): 75 (degrees F) Ambient Temp. 64
Water Added on Jobske: None gals. Slump (ASTM C743): 2075 (inches) Specificatlon: 4
Und Weight: 142.40 pcf Air Content (ASTM C173 or C231): 5.70 Specifiption: 4.5-7.5
Sampled By (ASTM C772): Robert Na6ors MiN Mmc Temperature 60180
Field Storege Facility: Treiler Date Received in Lab: 17/1759
Note Deviations from Standard Pracedures:
COMPRESSIVE STRENGTH
Compressive Strength Tests PerFormed to ASTM C39 Cylinder Capping According to ASTM C617
ype of Specimens: 6 x 72 Cylinders
Flexural Strength Beams (ASTM C78,
C293. C1078
Lab ID.
Type
Curing
Date
Tested
Age
Days
Load (Ibs)
Area
(in')
Dia (in)
Strength
(psi)
Tested By
Brk Typ
Avg. Width
(in)
Avg. Depth
(in)
Avg. 5pan
(in)
5846
MR
23Nov
7
98,690
28.27
6.00
3,490
BA
C
5847
"
14Dec
28
#DIV/0i
5848
"
74Dec
28
#DIV/0!
58Q
"
71Jan
56
#DIV/0!
Specified Pge 28
Remarks:
Copies to:
Specified Strength 3,500
' = Cone 8 Splft
-I = Cone & Shear
= Shear
L = Columnar
cuent rtepresentanve:
Goodson & Associates,lnc.
11949 West Colfax Ave.
Lakewood, CO 50215
(303) 233-2244 Fax (303) 233-
1938
Project Name: Wheat Ridge Library
DrojectLocation: 55DO West32ndAve.
" Client: Jefferson CO. Construction ManagemeM
Contractor. Jose Garcia Construdion
Concrete Compressive
1 xJ Strength Report
Project Number: 65250.01
Set No.: 5913-5916
Test Date: 77-Nov-99
Date of Issue:
Placement Location: SE entrances to South parking lot. Curb Sample Location: SE comer.
and gutter.
Concrete Supplier: Lafarge
Time: Batched 7244 PM
Truck No.:
Ticket No.: 176596 Mbc ID :`M1a
Sampled: 1:15 PM Unloaded: 2:10 PM Total Mhcer time (hrs.mm) 1:26
Load Size: 10.OD cu.yds. Specification: 90 Mins. Max
Temperature: Concrete (ASTM C1064): 76 (de9rees P) Ambient Temp. 74
Water Added on Jobsite: None gals. Slump (ASTM C143): 325 (inches) Specification: 4
Unit Weight: 14220 pcf Air Content (ASTM C173 or C231): 6.00 Specification: 4.57.5
Sampled By (ASTM C172): Robert Nabors Min/ Max Temperature SaW
Field Sto2ge Facility: Treiler Date Received in Lab: 11/1859
Note Deviations from Standard Procedures:
COMPRESSIVE STRENGTH
Compressive Strenqth Tests Performed to ASTM C39 Cylinder Capping According to ASTM C617
ype of Specimens: 6 x 12 Cylinders
Fleuurol Strength Beams (ASl'M C78,
C293. C1018
Lab ID.
Type
Curing
Date
Tested
Age
Days
Lwd (Ibs)
Area
(in')
Dia (in)
Strength
(psi)
Tested By
Brk T
Avg. Width
(in)
Avg. Depth
(in)
Avg. Span
(in)
5913
MR
24Nov
7
103,090
26.27
6.00
3,650
JR
SH
5914
"
tSDec
28
#DIV/0!
5975
"
tSDec
28
#DIV/0!
5916
"
12Jan
56
#DIV/0!
Specified Age 28
Remarks: Chute
~ = Cone & Split
A = Cone & Shear
= Shear
_ = Columnar
Copies to:
Specified Strength 3,500
Goodson & Associates, Inc.
11949 West Colfax Ave.
Lakewood, CO 80215
(303) 233-2244 Fax (303) 233-
1938
Pfoject Name: Wheat Ridge Library
~roject Location: 5500 West 32nd Ave.
Client: Jefferson C0. Conshudion Management
Contractor. Jose Garcia Construction
Concrete Supplier: Lafarge Ticket No.: 776968 Mbc iD.: P4626
Time: Batched 8:19 AM Sampled:B:50 AM Unloaded:9:45 AM TotalMaertime(hrs.mm)1:26
Truck No.: Load Size: 3.00 cu.yds. Specification: 90 Mins. Mac
Temperature: Concrete (ASTM C1064): 67 (degrees F) Ambient Temp. 55
Water Added on Jobske: Norre gals. Slump (ASTM C743): 2.75 (inches) Specification: 4
Und Weight: 141.00 pef Air CoMeM (ASTM Ct 73 or C237): 5.00 Specification: 4.57.5
Sampled By (ASTM Ct72): Robert Nabors MiN Max Temperature 6WO
Field Storege Facility: T~~ler Date Reeeived in Lab: 112059
Note Deviatlons from Standard Procedures:
COMPRESSIVE STRENGTH
Compressive Strength Tests Performed to ASTM C39 Cylinder Capping According to ASTM C617
Specified Age 28
Remarks: Chute
c = cone
CSP = Cone & Split
CSH = Cone & Shear
SH = Shear
r.ni =r„i..,,,,,..
Placement Location: Floor slab in NE comer of addttion. gymple Location: Same
ype of Specimens: 6 x 12 Cylinders
Flexurel Strength Beama (ASTM C78,
C296, C1078
Lab ID.
Type
Curing
Date
Tested
Age
Days
Load (Ibs)
Area
(irP)
Dia (in)
Strength
(psi)
Tested By
Brk Type
Avg. Width
(in)
Avg. Depth
(in) 11
Avg. Span
(in)
5958
MR
26Nov
7
116,610
28.27
6.00
4,120
DA
SH
5M9
"
17-Dec
28
#DIV/0!
5960
^
17-Dec
28
#DIV/0!
5967
"
14Jan
56
#DIV/0!
Specified Strength 4,000
Concrete Compressive
Strength Report
Project Number: 65250.01
Set No.: 5958-5961
Test Date: 19-Nov-99
Date of Issue:
Copies to:
GOODSON & ASSOCIATES, INC.
REINFORCING STEEL OBSERVATION
Project: Wheat Ridae Librarv
FORMS OBSERVATION
Client: Jefferson Countv Construction Mrnnt.
Form Temp: N/A
Project Location: 5500 West 32nd Avenue
Clean: N/A
Wet or Oiled: N/A
Goodson Job No.: 65250.01
Tightness: N/A
Weather: Part1V Cloudv
Other: N/A
Temp. (°F): 640
REINFORCING STEEL OBSERVATION
STRUCTURE
Contract Drawings XX Shop Drawings
❑
Footing: ❑ Wall: ❑ Slab: ❑ Column: ❑
Drawing No. E1.0 -
Rebar Size: As Per Approved Drawings
Location: Liahtina oole base, south
oarkina
Yes R No ❑
lot
Spacing Within Tolerance: Yes H No
❑
Loose Soil: None
`;SUpporting System (Specify): Concrete
Water: None
sonotubes
Void Forms Placed: N A Height:
.~!Straight: Yes Fxxl No
❑
Cold Joints @: N/A
Dowels Placed: Yes
Clean• Yes ~ No
❑
Remarks: 4-#41s, #4 ties at 1'0"
Tied: Yes FIC No
1-1
Adequate Clearance: Yes F No
❑
(NOte: List Non Compliaacea Below)
Non Compliances
Who
Advised
How Corrected
Number #4 verticals
Jim
Robinson
#61s installed instead
Goodson Representative: Jim Robinson
Reviewed: Michael Dobbs
Field Copy Given To Client: Yes R
No ❑ Date: November 4.
1999
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
II 4/
C ' Notice
Job Located at ~`f ~ 5 tU, Z
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date ~
Inspector for Building Dept.
DO NOT REMOVE THIS TAG
FORM WR6-22
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
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Goodson 8 Associates,lnc.
11949 West Colfax Ave.
Lakewood, CO 80215
(303) 233-2244 Fax (303) 233-
1938
Project Name: Wheat Ridge Library
Droject Location: 55DO 'Nest 32nd Ave.
Client: Jefferson CO. Construction Management Test Date: 22-0Ct-99
Contractor. JOSe Garcia Comtruction Date of Issue:
Placement LoCation: Lobby floor slab, Southside of building. Sampie LoCation: 5-19 W x 5-10 N of SE lobby comer.
Concrete Supplier. Lafarge
Time: Batched 9:17 AM
Truck No.: Northwest RM
Set No.: 52405243
Ticket No.: 773453 Mix ID.: 4321
Sampled: 105OAM Unloaded: 10157AM TotalMaerdme(hrs.mm) 1:40
Load S¢e: 8.00 cu.yds. Specification: 90 Mins. Max
Tempereture: Concrete (ASTM C1064): 67 (degrees F) Ambient Temp. 53
Water Added on Jobsite: None gals. Slump (ASTM C743): 3.75 (inehes) Specification: 4.00
UnR Weight: 145.40 pcf Air CoMent (ASTM C173 or C231): 2.40 Specification: N/A
Sampled By (ASTM C172): Jim Robinson MiN Mau Temperature 601BO
FeW Storege Facility: T~~ler Date Received in W6: 7023199
Note Deviations from Standard Procedures:
COMPRESSIVE STRENGTH
Cnmoressive Strenath Tests Performed to ASTM C39 Cvlinder Caooina Accordinq to ASTM C617
ype of Specimens: 6 x 12 Cylinders
Flexural Strength Beams (ASTM C78,
C293 C1018
Lab ID.
Type
Curing
Date
Tested
qqe
Days
Load (Ibs)
Area
pr~
Dia (in)
Strength
(psi)
Tested By
Brk Type
Avg. Width
(n)
Avg. DepN
(n)
Avg. Span
(n)
5240
MR
240ct
7
92,565
28.27
6.00
3,270
BM
SH
5241
"
13Nov
28
131,520
2827
6.00
4,650
BM
SH
5242
"
19-Nw
28
130,260
28.27
6.00
4,670
BM
SH
5243
"
17-Dec
56
#DIV/0!
Specified !{qe 28
Remarks: Sampled from truck
C = Cone
CSP = Cone 8 Split
CSH = Cone 8 Shear
SH = Shear
COL = Calumnar
Copies to:
Specffied Strength 3,000
Project Num6er: 65250.07
Concrete Compressive
Strength Report
in
234 Aspen CirGe
Goiden, Colorado 80403
Bus: 941-9272
Date: 11/16/99 Page 1 of 1
Inspex J/N: 99228
Client J/N: 65250.01
Project Name: Wheat Ridge Library
CiienYs Name: Goodson & Associates
Contractor: Jose Garcia Construcrion
Description of Work: VT of structural steel erection.
Persons Notified of Results: J. Engles/Goodson; H. Beaver/Jose Garcia Const.
Observations: Per the request of H. Beaver of Jose Garcia Construction, visual inspection
of the erection of structural steel was performed. A325 bolt connections and welded beam
connections were found acceptably complete in all areas except as noted in the following
locadons:
East side of addition: TS column stub for W8 x 21 beam bearing has been placed
such that column stub base plate bears on existing CMLT wall; no attachment has been
accomplished to date between stub base plate and CMi7 wall.
Existing W 10 beam (lintel for existing CMU wall) to new W 16 beazn connection:
Connection not made per Neujahr & Gorman sketch 4 of 4 dated 8/22/99; single shear
plate connection placed rather than double angle connection specified.
o. morbiomson
82122701
, CWI z
VI234 Aspen Circle
~en, Colorado 80403
Bus: 941-9272
Date: 11/19/99 Page 1 of 1
Inspex J/N: 99228
Client J/N: 65250.01
Project Name: Wheat Ridge Library
QienYs Name: Goodson & Associates
Contractor: Jose Garcia Construction
Description of Work: VT of structural steel erection.
Persons Notified of Results: J. Engles/Goodson; H. Beaver/Jose Garcia Const.
Observations: Per the request of H. Beaver of Jose Garcia Construction, visual inspection
of the erection of structural steel was performed. Roof deck attachments (welds and
screw/truss) and side lap button punching were found acceptably complete in all areas.
Edge support angle drilled insert placement was noted as ongoing this date.
o. momlomaon
82122701
. CW{ /
d +o
p 234 Aspen Circle
Golden, Colorado 80403
Bus: 941-9272
Date: 11/24/99 Page 1 of 1
Inspea J/N: 99228
Client J/N: 65250.01
Project Name: Wheat Ridge Library
Client's Name: Goodson & Associates Contractor: Jose Garcia Construction
Descripdon of Work: VT of structural steel erection.
Persons Notified of Resuits: J. Engles/Goodson; H. Beaver/Jose Garcia
Observations: Per the request of H. Beaver of Jose Garcia Construcdon, visualinspection
of the erection of structural steel was perfonned. The existing W10 beam to new W16
beam connection was noted as acceptably complete per Neujahr & Gorman sketch 44 of 4
dated 8/22/99. This connection was previously reported as deficient on 11/16/99.
TRANSMITTAL
TO Wheat Ridge Building Dept.
7500 W. 29`h Ave.
Wheat Ridge CO 80215
Attn: Darin Morgan
FROM
Tim F. Hodges
PROJECT
6
Addition/Renovarion
DESCRIPTION
Added Mechanical Unit for Library
REMARKS
Darin,
Hagen • Cameron
Architecture PC
master olannino • conceot desiqn • architecfure
6930 S FEEIers Green Ci¢le, Ste. 275
Englewootl, CO 80111
Ph303A50-0350
Fez:3034t505548
~j ~ <'~.r 'u
DATE 10-25-
NO.OF COPIES 1
❑ For Distribution
rx-1 For y~our Information
❑ For Y our App roval
❑ Review and Return
❑ Please Sign and Return
❑ Return
Please find enclosed a full copy of Proposal Request no. 2 which will ultimately become a
new change arder to add a new HVAC unit at the roof to receiving room no. 100. Also in
the changes are the some electrical distribution changes and architectural / structural
changes. The owner will be making these changes.
Please add these drawings to your files. Please call with any questions at 303-850-0350
Ttiank you,
Tim Hodges
SIGNED <"'M
Tim Hodges
~ oe~ Hagen + Carneron
~Qi~ST' `~\ti~ Architecture PC
master planning • concept design • architecmre
OWNER X Enc H'elle 6430 S. Fiddlers Green Circle, Suite 275
J Englewood, Colorado 80111
ARCHITECT X Tim Hodger Phone: (303) 850-0350
CONTRACTOR X Jore Garzia Fax:(303) 850-9548
FIELD X JimErterbroak
CONSULTANT X Mark I.epare, joe Sundqariat, Ma'ke Wing
PROJECT Wheat Ridge Library- Addition and Renovation
OWNER: JeffeLSOn County Library District
PROPOSAL REQUEST NLTMBER: 2 ISSUE DATE: Septembec 29,1999
GENERAI. CONTRACTOR Jose Gaccia Consuvction, Inc.
SUBMIT AN ITEMIZED PROPOSAL FOR CHANGES IN TIIE GONTRACT AMOUNT
AND/OR TIME FOR PROPOSED MODIFICATIONS TO TI-I.E CONTRACT DOCUMENTS
DESCRIBED BELOW. THIS IS NOT A CI-IANGE ORDER OR A DIRECTIVE TO PROCEED
WITH `tHE WORK DESCRIBED HEREIN.
Please piovide the cost to add a new HVAC Packaged Roof Top Unit above Receiving coom 100. (The
HVAC Unit was pre-puichased by ownez undez sepazate coatcact. Lead time was noted to be 7 weeks
from release of order). Please see the attached documents that describe the new azchitecturel,
structucal, mechanical, and electrical wock to be pecformed_ Please note the elechical switchgeac
changes (page: SKE 2 of 5) as a result of the new HVAC unit being added.
Please note cequired wall and equipment demolition as noted on the following pages. Patch and cepaic
all affected suffaces to match existing. Pcotect all existing equipment or sucfaces not being changed
from damage during construction.
The original contcact documents and specifications are to govem this woik with regacds to material and
installation pcactices.
ATTACHMENTS:
Acchitectufal: PR 2-1, PR 2-2, PR 2-3, PR 24, PR 2-5, PR 2-6
Spec Secrion: 07720 Roof Accessories - Prefinshed Louvered Panels
Stcuctural: 52.1, 52.2
Mechanical; M1X
Electacal: SKE1, SKE2, SKE3, SKE4, SKES
HAGEN CAMERON ARCHITECTURE PC
BY: Tim F.Hodges
SECTION 07720
ROOF ACCESSORIES
PART 1 - GEiNERAL
1.01 SUMbIAKY
A. Section Includes:
1. Prefinished Louvered Panels
B. Rel;
1.
2.
3.
4.
5.
6.
ded Requirements:
Sheet Roofing: Section 07533
Flashing: Section 07600
Mechanical Roof Curbs: Division 15
Painting: Sec[ion 09900
7oint Sealers: Section 07900
Metal Fabrications: Sec[ion 05500
1.02 SUBMITTALS
A. Product Data: Submit in accordance with Section 01300.
B. Shop Drawuigs: Provida shop drawings on all roof accessories. See Section 01300 Submittals.
1.03 PRODUCT DELIVERY, STORAGE AND HANDLING
Store roof accessories offthe groLmd and under cover.
PART2-PRODUCTS
2.01 Louvered Panels
A. Manufacturers:
1. American Wamvng and Vefftilating (phone: 1-419-865-5000)
2. AcceQted substitute in accordance with Sedion 01600.
B. Description: Extruded Ahuninum stationary non-drainable louver. Aluminum extrusions ASTM
B 221, alloy 6063-T5. Model: LE-57 with custom Kynar 500/Hylar 5000 finish as seleded by
the Architzct to match existing brick. LES7 is 2" wide with a free area of 45%. Blade spacing is
3 inchas and 45 degrees. Blade thiclmess to be .063 mches. Designed for 100 mph wind load for
96"x96". Fastaners to be steel or aluminum• SuPPorts, anch°rages and accessories required for
comp]ete mstallation to be supplied by installmg coutrador. Provide sill and cap flash extensions
with the same color and material as indicated on the drawings. Use 980/4" stainless steel screws
or aluminum sheet metal screws for mechanical attachment to steel frame
HCA 241 07720 - 1
PART 3 - EXECUT'ION
3.01 INSTALLATTON
A. Louvered Panels: Securely install in accordance with manufacturer's instruccions and approved
shoP drawings mcoordination with roo{mg installer. GC is to field veriCy all dimensions prior to
ordering material.
END OF SECTTON
HCA 241 07720 - 2
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Electrical Engineering
& Lighting Design
~ ROOS
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PROJECT:UJHEAT RIDCzE LIBRARY
A/G UNIT ADpITION
TITLE: POWEi2
DRAUIN: i2SI SGALE: I/4"=1'-0"
CHEGKED MEUI REVISION:
3045 S. Parker Roae DATE: 8-2C -99
Suite 225 FAX (303) 696-0812
Auroro, CO 80014 DATA (303) 696-2192 JOB #~8132.~m
(303) 696-2602 karlr0roosszynskie.com.
REF:
SHEE NT
SKEI of 5
SERVIGE LOAD SUMMARY
X+c,
PFEVIQIS PA$T 12 MpM15 PEAK pBAA 'M (P$(q)'jqkYl l]O.B ~ AT 140 VQ151m
TIMES 115% PER IK 220-95. 36.25kV1 151 AAS AT ]b V0.R Im
NO NEYi LOAO ADpED.
sff Fxrewaa uv~~r~~
LIEWARY~ CONiF01. DI~
fT2ENLV~ PqST 13 MONTH5 PEAK OQIAIN (P9Gp) 1q5k{'L 4.4 ~ AT 340 Vd.1510 THIS SIEET
1`1ME5125% PHE !£L 320-35.13kN1, 5.4 ~ AT 240 VOL1510 NEW LOAD (PAA£L'LPA').46qkVA 191b ~ hT 290 VOLTS lm
TOFK R9.AY
BULLVRK TOTAL . &35kVN, 34B AMP' AT 290 VOLTS Tm
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DLSTRI&RION BOARD - _ = LNDEFERq.N~
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ONE-LINE 1:)1A6RAM
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Electrical Engineering
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PROJEGT:WHEAT RIDCsE LIBRARY
A/C UNIT ADDITION
TITLE: ONE- LINE DIAGRAM
DRAUIN: RSI SGALE: I/4"=I'-0"
CNECKED MEUJ REvISION:
3045 S. Parker Road DATE: 8-26-99
Suite 225 FAX (303) 696-0812
Aurora, CO 80014 DATA (303) 696-2192 JOB # 98132PJm
(303) 696-2602 karlrOroosszynskie.com
REF :
SHEET NO.
SKE2 of 5
I NEW PANEL "LP" * I
+
+
+
+
+
+
+
+
VOLTS: 2401120V,1PH,3W MT6: FLUSH NEMA 1
MAINS: 225A M.L.O. MFGF2: GH,ITE,SQD,WH
A.I.G.: IOKA W/ GROUND BUS TYPE: BOLT-ON
DESGRIPTION
T
KVA
BKR
GKT#
BKR
KVA
T
DESGRIPTION
SPAGE
1
2
20AIP
0.95
O
ENT. GATE SEGURITY
SPAGE
3
4
20AIP
0.18
R
PHONE REGEPTAGLE
SPAGE
5
6
20AIP
0.-72
R
LOUNGE
SPAGE
-7
8
20AIP
0.50
L
LIGHTING
2ND FLR OFFIGES
P
3.80
50A
G
10
20AIP
0.30
L
LI6HTIN6
-
P
3.80
2P
11
12
20A1P
0.40
L
LI6HTIN6
MID LI6HTIN6
L
0.90
20A1P
13
14
20AIP
0.30
L
LI6HTIN6
LIGHTS
L
0.50
20AIP
15
16
20A1P
0.-72
R
E. WALL WIREMOLD
LI6HT5
L
0.30
20A1P
1-7
18
20AIP
0.50
O
SEGURITY
LIGHTS
L
0.40
20A1P
1G
20
20A1P
0.72
R
N. WALL YVIREMOLD
RESTROOMS
L
0.95
20AIP
21
22
20AIP
0.54
R
EXISTING GIRGUIT
HALL
L
0.15
20AIP
23
24
SPAGE
MAGAZINE SEGTION
R
0.36
20AIP
25
26
SPAGE
XEROX MAGHINE
R
0.90
20AIP
27
28
SPAGE
GRT
R
0.18
20AIP
29
30
SPAGE
LOAD KVA LTG REG OTHR TOTAL
GONNEGTED G3 l.G 1.4 18.1
NEG DEMAND 11.6 -7.G 1.4 21.0
AMPS 8l
PHASE KVA A = G.8 B = S.G
PHASE IMBALANGE AB = 10.5
~k NEW PANEL "LP TO REPLAGE EXISTING PANEL "LP". 240/120 VOLT SIN6LE PHASE
3 WIRE WITH FEED THRU LU65.
+ EXI5TIN6 GIRGUIT TO REMAIN. REGONNEGT TO BREAKER AS INDIGATED. TRAGE
AhlD IDENTIFY GIRGUIT LOAD AND PROVIDE AN UPDATED TYPED PANEL DIREGTORY.
WHERE GIRGUITS HAVE BEEN REMOVED IN DEMOLITION, LABEL GIRGUIT BREAKER AS
"SPAi?E"
+
+
+
+
+
+
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+
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Electrical Engineering
& Lighting Design
PROJECT:WHEAT RIDCzE LIBRARY
A/C UNIT ADDITION
TITLE:
/ ROO$
SZVNS6t6E _
DRAUJN: RSI SGALE: I/4"=I'_0"
CNEGKED MEIU REvISION:
soas S. Parker Road DATE: 8-26-99
Suite 225 FAX (303) 696-0812
Aurora, CO 80014 DATA (303) 696-2792 JOB ~L 98132P~0
(303) 696-2602 kar1r0roosszynskie.com
REF:
SI-IEET NO.
SKE3 of 5
NEW
PANEL "LPA"
YOLTS: 240/120V,1PH,3W
MAINS: 225A M.L.O.
A.I.G.: IOKA
W/ GROUND BU5
MTG: SURFAGE NEMA 1
MFGR: GH,ITE,SQD
TYPE: BOLT-ON
DESGRIPTION
T
KVA
BKR
GKT#
BKR
KVA
T
DESGRIPTION
SITE LT6
L
122
20A1P
1
2
20AIP
0.'72
R
GEN STOR REG
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L
1.20
20AIP
3
4
20AIP
0.36
R
GGN RAGK EQ
PERIOD STYLE LTG
L
1.0'7
20AIP
5
6
20AIP
1.0-7
G
REGVNG REG,UH-1
INTERIOR LTO
L
O.SG
20AIP
'7
8
20AIP
0.10
M
EF-1
INTERIOR LT6
L
0.51
20AIP
G
10
20AIP
0.12
R
REGEPTAGLES
INTERIOR LT6
L
O.G5
20AIP
11
12
20A1P
0.70
M
AUTO DOOR OPERATOR
INT/EXT LT6
L
0.8G
20AIP
13
14
20A1P
SPARE
LOBBY REGPTS
G
1.02
20AIP
15
16
20A1P
SPARE
SEGURITY GNTRL PNL
O
0.30
20AIP
1-7
18
20AIP
SPARE
SEGURITY 6ATE
O
0.30
20AIP
19
20
SPAGE
ROOF TOP REGEPTS
R
0.36
20AIP
21
22
SPAGE
BATHROOM REGEPTS
R
0.36
20AIP
23
24
60A
4.32
G
RTU-1
ELEGT HAND DRYEi2
H
1.50
20AIP
25
26
2P
4.32
G
-
ELEGT HAND DRYER
H
1.50
20AIP
2-7
28
100
8.40
G
RlU-2
SPAGE
2G
30
2P
8.40
G
-
LOAD KVA LT6 REG MTR
GONNEGTED 6.4 3.8 27.4
NEG DEMAND E5.0 3.8 30.4
AMPS
hiTf2 OTHR TOTAL
3.0 O.q 41.5
3.0 O.G 46.1
1G2
PhiASE KVA
PHASE IMBALANGE
(9b)
A
AB
=
=
21.1 B =
3.4
20.4
Electrical Engineering
& Lighting Design
rj/ ROO$
V SZYNSKIE?
PROJEGT:UJHEAT RIDCsE LIBRAf2Y
A/G UNIT .4DDITION
TITLE: PANEL "LPA" SGHEDULE
DRAIUN: RSI SCALE: I/4"=1'-0"
GNEGKEDI"IEW f2EYI5ION: REF:
3045 S. Parker Road DATE: 8-2/0-99 SHEET NO.
Suite 225 FAX (303) 696-0812
Auroro, CO 80014 DATA (303) 696-2192
(303) 696-2602 karlr~~oosszynskie.com JOB, 9 98132.00 5KE4 oF 5
~ 1 I V 1.~. V I l 1 l V I~ V /
~
1. EXISTING AIR HANDLINCs UNIT TO BE
~ REMOVED. DISCONNECT AND REMOVE
ALL ASSOGIATED DISCONNEGT SWITGHES,
GONDUIT, AND CONDUC70RS.
2. EXISTINCs (2) REMOTE CONDENSINC3 UNITS
TO BE REMOVED. DISCONNEGT AND
~ REMOVE ALL ASSOCIATED DISCONNEGT
SWITCNES, CONDUIT AND CONDUGTORS.
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PROJEGT:UIHEAT RIDCzE LIBRARY
A/C UNIT ADDITION
7ITLE: MECNANIGAL EQUIPMENT 9GNEDULE
DRAWN: RSI SGALE: I/4"=I'-0"
GNEGKED 1"IEUJ RE V ISION:
3045 S. Parker Road DATE: 8-26-99
Suite 225 FAX (303) 696-0812
Aurora, CO 80014 OATA (303) 696-2192 JOB ~~813z.~~
(303) 696-2602 kar1r0roosszynskie.com
f2EF:
SHEET NO.
SKE5 of 5
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DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9183
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE Date : 7/15/99
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner :
Property Address : 5475 W 32ND AVE Phone : 271-5000
Contractor License No. : 20396
Company : Jose Garcia Construction, Inc. Phone : 429-3209
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value
$465,625.00
$3,043.35
$550.00
$6,984.38
$10,577.72
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable y1(heat Ridge ordinances, for work under this permit.
(OWNER)(CONTR4CTOR) SIGNEC~S~~'~__esf DATE 7 /6 yr'
Permit Fee
Plan Review Fee
Use Tax
Total
Use:
Description : WHEAT RIDGE LIBRARY- ADDITION AND RENOVATION
Electrical License No : 19626 Piumbing License No :20381 Mechanical License No : 19408
Company :Jeffreys Electric, Inc. Company :MARQUEZ Company : Absolute Air, Inc.
Expiration Date : 2/28/99 CONSTRUCTORS, INC. Expiration Date : 6/2412000
Approval : Expiration Date : 6/2412000 Approval :
Approval :
(1) This permit was issued in accordance with the provisions set foM in yopur applica[ion and is subjec[ to the laws of the State of Colorado antl to the Zoning
Regulafions and Building Code of Wheat Ridge, Colorado or any other applicable ordinances oFthe CiTy. .
(2) This pertnit shall expire if (A) the work authorized is not commencetl within sixty (60) days from issue date or (B) ihe builtling authorizetl is suspentled or
abantlonetl for a periotl of 720 days -
(3) If this permit expires, a new pertnit may 6e acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifications antl any suspension or abandonmen[ has not exceeded one (1) year. If changes are made or if suspension or abandonment
ezceeds one (1) year, full fees shall be paid for a new permit
(4) No work of any manner shall be done that will chan9e the natural Flow of watercausing a tlrainage problem.
(5) Contrector shall notiry ihe Building Inspecrorhvenry-four (24) hours in advance for all inspedions antl shall receive written approval on inspection cartl before
proceediing wi[h successive phases of thejob.
(6) The issuance of a pertnit or ihe approval of drewings antl specifcations shall not be constnled to be a permit for, nor an approval of, any violation of the provisions
of the builtling w" or any ofher ordinance, law, rule or regulation. .
Inspector
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at 7,4~ ba, 32-
I have this day inspected this structure and these premises and
have found the foilowing violations of City and/or State laws gov-
erning same:
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
Inspector for Builtling Dept.
DO NOT REMOVE THIS TAG
FORM WR6-22
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PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS
Date ~2 r1
Applicant ~9t ci a (Dr:J~ C.~on Phone #')o~ - 42`i ~'32 0 1
Location of Construction ,
` L Cl'J
Purpose of Construction rGn0 %3 aT ialn Building Permit Value 4(m5 (925,
Single Family _ Commercial X Multi-Family
DEVELOPMENT REVIEW FEES
00
Development Review Processing Fee: $50.00 $
(for document processing)
Single Family Residential Review Fee: $25.00 ~
(for review of applicable technical documents )
Commercial/Multi-Family Review Fee: $50.00 fee (for review of existing
technical documents), $500.00 fee (for review of technical documents for
t
ti
i
~00. pCj
cons
ruc
on
n right-of-way, final drainage report and erosion control plan).
$
Subdivision Improvement Agreement Fee: $125.00
$ - ~
(for document processing and recording)
Development Covenant Fee: $125.00
$
(for document processing and recording)
CDOT Access Permit Fee: $100.00
$
(for document application and processing)
Traffic Impact Study Review Fee: $100.00 $ 10,
(for document review and processing)
Flood Plain Variance Review Fee: Ciass I=$100.00 Class II =$150.00 0
(for document review and processing)
cc>
TOTAL REVIEW FEES: (due at time of building permit issuance) $ 55~.
PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING
FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY.
Signature of
Applican Date 7 `[c~~
pF w~ T
DEPARTMENT OF PUBLIC WORKS
BUILDING PERMIT APPLICATION REVIEW " "
~oL o R P9o
Date: ~1 -Z~
Location: -ri~ ~"S ~J• 32~~ ~cJ~ .
Attention: Building Department
I have reviewed the attached materials submitted in application for approval of a
at the above referenced address. Please note the summary comments below. ~
1. ~ Boundary Closure: X OK _ Not OK; refer to stipulations.
2. Drainage:
a. Drainage plan and report needed _
b. Drainage plan not needed
c. Lot drainage/grading to be reviewed by Building Division _
d. Site drainage/grading provisions have been reviewed and aze:
/ X OK Not OK; refer to stipulations.
3. _ NPDES Permit Required: _ Yes X No
4. Public Improvements:
a. street paving needed:
Yes
K No
b. curb and gutter needed
: Yes
K No
c. sidewalk needed:
Yes
X No
d. street lights needed:
Yes
X No
e. storm sewer needed:
Yes
~C No
£ letter of credit required
If
l
f
: Yes
No
a
etter o
credit is required,
for what improvem
ents.
Amount of letter of credit:
5. ✓ Subdivision Improvement Agreement required: Yes ~c No
6. Development Covenant required: _ Yes X No
If Yes, for
7. Traffic impact analysis and report required: Yes ~ No
8. State Highway Access Permit needed: Yes ~C No
9. r New roadway or alley R.O.W. dedication recommended: Yes X No
If yes, what is recommended?
10 1- All exi ing dedicated roadways/alleys meet the standards of the City:L Yes _ No
If n, w'ch do not and what is requested: ` -
11. AP R VAL: T Public W rks Department has reviewed this request and hereby gives it;
app al, subjec o the aboand/or attached stipulations.
//Z/ ~
Signa ure Gr g Knudson Date jr-
12. _ NO APPR OVAL: The Public Works Department has reviewed this request and does not give
its approval for the reasons stated:
Signature Greg Knudson Date
13. Stipulations attached: _ Yes n No
14. Summary
C.o
-~o~vtiot-r.ac_}..eh !!b. Ioc_` ~•-,e:.cAdF\"_}v, GNIr Skav.da~ed5 ~otoL
'r ~.D. 1SS~anGe,
MEMORANDUM
T0: Meredith IZeckert, 5enior Planner
FROM: Bill CaSSeI, City ForeSt~Y'"
DATE: March 8,1999
5UBJEC7: Landscape plan review for Wheat Ridge Library
I have reviewed the Landecape Plano for the Wheat 1Zidge Library, a5 prepared by Donald Godi
and AoSOCiateo. ThiS review wa5 two-fold, fir5t to replace the number of inche5 for the removal
of the cottonwood tree, and to a5eure that the propo5ed plan would fail under tNe guidelinee of
exi5ting code5 of the City.
Foltowing the inepection of the cottonwood tree, I determined that it held a fifty-five percent
condit(on rating5, requiring nineteen inche5 of replaeement. The plan shows more plant material
than req,uired and a larger 5ize than required by current code5, thus replacing the nineteen
inche5.
Foliowing a review of the plan ae eubmitted, l believe that all plant materiai5 a5 placed will grow
to maturity within the requirementy of current codee. Thio include5, plant epeciee capable of
growing in our climate, and no eite di5tance problems within right of way entrance and egres6,
If you have any further aueotione, feel free to contact my office.
TRANSMITTAL
TO Meridith Reckerts
Planning Dept.
7500 W. 29"' Ave.
Wheat Ridge CO 80215
FROM
Tim F. Aodges
PROJECT
Wheat Ridge Library
DESCRIPTION
Stamped and Signed structural prints
Sl,l, 51.2, 52.1, S2Z
REMARKS
Meridith,
Hagen • Cameron
Architecture PC
master olannina • conceot desian • architecfure
6030 S. Fiddbrs Green GYrcle, S[e. 275
Engle»ood, CA80171
Ph:903-850-0390
F. 3084569548
DATE 6-15-99
NO.OF COPIES 3
❑ For Distribution
Fxl For y~our Information
❑ For Your App roval
❑ Review and 1Zeturn
❑ Please Sign and Return
❑ Return
Here are the stamped and signed copies of the revised structural drawings for file with the
Building Dept. On 6-4-99, I had sent you addenda 1&2 for your information as well as the
Post Bid Addendum no. 1
Please call with any questions.
Thanks,
Tun
SIGNED
TimHodgW
TRANSMITTAL
~
TO MeriditL Reckerts
Planning Dept.
7500 W. 29''' Ave.
Wheat Ridge CO, 80215
FROM
Tim F. Hodges
PROJECT
Wheat Ridge Library Addition
DESCRiPTION
NO.OF COPIES 1
❑ For Distribution
~ For yo~ur Information
❑ For Your App roval
❑ Review and Return
❑ Please Sign and Return
❑ Return
Post bid Addendum no. l, Addendum nos. 1& 2 (Jrwardin ~~xxs Meridith, Foryour info. Please copy the building dept. My shuctura~,o
stamped and signed copies of the revised stmctural plans from "post bid add. No. 1" for
your files.
Thanks,
Tim
SIGNED ~ ,p~~
Tim Hodges
Hagen . Cameron
Architecture PC
64~ S. Fiddlers Green Gr.
, Suke 275
Englewootl CO, 80111
moster DATE ola6-4-nnino • 99 conceot desiun • archifecfure
Ph: ~035p
FX:3~iS5O95q$
y Ha en ~ Cameron~
F~ ~~`d=~:`Architecture P„Ca3
masierplanning • conceptdesign • architecture
1840 Deercreek Road. Suite 200
Monument, Colorado 80132
(719) 488-0883
FAX (719) 488-1154
ADDENDUM NUNIBER ONE
to
BIDDING AND CONTRACT DOCUMENTS
Forthe
WHEAT RIDGE LIBRARY
ADDITION AND RENOVATION PROJECT
February 17, 1999
Architect: Hagen.Cameron Architecture, PC
1840 Deercreek Road, Suite 200
Monument, Colorado 80132
PH (719) 488-0883 FX (719) 488-1154
THE FOLLOWING shall become as fully a part of the above named Bidding and Contract Documents as if
included and shall take full and complete precedence over anything stated or shown to the contrary in
them.
ACKNOWLEDGEMENT: Each bidder shall indicate in the place provided on the Bid Form
acknowledgement of receipt of this Addendum.
EACH AND EVERY BIDDER, subcontractor, and material supplier shall be responsible for reading each
and every item in this Addendum to ascertain the extent and manner it affects the work in which he/she is
interested.
The Addendum items may not be listed in the same order that they occur on the Drawings or in the Project
Manual.
BIDDING INFORAZATION
Reference INVITATION TO BID - BID DOCUMENTS
Add the following to the first paragraph:
"A limit of five (5) sets of plans may be picked up and secured with a
deposit by each pre-qualified General Contractor. Arrangements may be
made to purchase additional sets of plans at a price of $50.00 per set."
Reference INVITATION TO BID - OUESTIONS
Revise the paragraph to read as follows:
"QUESTIONS AND SUBSTITUTIONS:
All questions and substitutions must be submitted in writing to the address
indicated in the DELIVER TO section below or FAX 303-271-5099.
Date: February 25, 1999
Time: 11:OOAM Ouestions or substitutions received after this
time will not be accepted
(Refer to 01600 MATERIAL AND EQUIPMENT, section 103-B for
substitution request procedures)
Reference BID FORM
Delete previous Bid Form distributed by the Owner. Use new Bid Form on
colored paper as distributed by owner on 2-18-99.
"New Bid form will have two new spaces which will require the GC
indicate and identify who he will employ for major Mechanical and
Electrical Subcontracting."
SPECIFICATIONS
Section 01010 SUMMARY OF WORK
Add the following Subsection:
1.12 CODES
A. Obtain all permits, inspections, approvals and certificates
required by law. Conform to all laws, ordinances, rules, and
regulations applicable to the location of the project.
1. The Owner will apply for and pay for the General
Building Permit and any water and sewer tap fees
which may be required. The Contractor is required
to pay for any reinspection fees. Procurement and
payment for all other fees and permits required on
sub-contractor work, inspections, etc. shall be the
responsibility of the contractor.
B. Publication Dates: Comply with codes and standards in
effect at the date of the Contract Documents, except where
a standard of a specific date or edition is indicated.
Section 01400 QUALITY CONTROL
Delete: Specification Section 01400 in its entirety
' Add: New revised Specification section 01400 QUALITY CONTROL
SERVICES attached
Section 02200 EARTHWORK
Part 1-General
1.01 Summary, Item B: Related Sections:
Add:
5. Unit Prices: Section 01026
6. Landscaping: Section 02900
Part 1-General
Add:
1.07 Unit Pricing
A. Method of Measurement
B
Part 1-General
1.05, Item A.
Delete:
1. Excavation: When payment is specified on a volume basis
all accepted excavation and borrow shall be measured in its
original position by cross sectioning the area excavated.
2. OvereYCavation: These measurements will include
authorized excavation of rock, shale, muck, or other
unsuitable material. All accepted stripping shall be
measured in stock piled locations by cross sectioning.
3. Controlled backfill: Quantities will be computed to neat
lines 18 inches outside and parallel to the outline of the
revised foundation plan or as shown on the plans.
Basis of Payment:
1. Bed Course Material & Filter Course material:
Compaction, water, hauling, and all other work necessary
to complete the above items will not be measured and paid
for separately but shall be included in the work.
"See document 00200 Information Available to Bidders"
Add:
"Refer to soils report mentioned in section 02010 for test hole
information"
Part 2 - Products
Delete:
2.01 TOPSOIL, Item A in its entirety
Change:
2.02 to read 2.01
Part 3 - Execution
Delete:
3.09 Placing Topsoil, Item A in its entirety (cont.)
Change:
3.10 to read 3.09
3.11 to read 3.10
Section 02511 ASPHALTIC CONCRETE PAVING
Part 1-General
1.01 Summary, Item A: Section Includes:
" Delete:
4."Concrete Parking Blocks"
Section 03300 CAST-IN-PLACE CONCRETE
Part 2-Products
2.03 Concrete Mix Types, Mix C
Delete:
"Grade beams"
Add:
"Foundation walls and Footings"
Section 09510 ACOUSTICAL CEILINGS
Part 2-Products
2.02 Lay-in panels / grid
Delete:
"Tegular lay-in system"
Add:
"Flush lay-in panel system"
DRAWINGS
Sheet SD1.0 Site Plan
Add note to Material Legend for Asphalt:
"See also detai124/SD1.1"
Add note at west side between existing asphalt and new concrete paving:
"Apply joint filler and sealant at joint between asphalt areas and new
concrete per specifications."
Sheet SD1.1 Site Details
Detail 10/SD1.1 - Change sign shape:
Sign type "D" to be octagon shaped not hexagon.
Detai120/SD1.1 - Precast cap dimensions to be:
10" wide by 2" thick by length on plans indicated
Sheet C1.1 Erosion Control Plan
Add the following note under grading and erosion control notes:
"West 32"d Ave. and Chase Street Public improvements shall be
maintained by the respective individual(s) andlor company responsible for
the construction of that public and/or private improvement in the Wheat
Ridge Library Renovation Project on a daily basis, or as needed, such that
they are free of mud and other construction debris tracking from the site."
"Failure to comply with this requirement witl result in the enforcement of
article 1, specified nuisances section 15-21 (3) of the Wheat Ridge code of
Laws."
Add note: "Reference sheet C13 for all erosion control details"
Sheet A2.1 Reflected Ceiling Plan
Add note to Skylights (alternate no. 1):
"Skylight dimensions to be 4'-2" wide by 8'-0" long each. There are six
panels with these dimensions. Manufacturer to verify actual dimensions
with structural roof framing plan sheet 52.1 and roof detail on sheet A4.1"
Delete:
Extra steel welding note found at detail 11/AZ.1
Change:
Gutter width to be 4" not 5" at details 11/A2.1 & 9/A2.1
Sheet A3.1 At details: 15/A3.1, 28/A3.1, 29/A3.1:
Change 5/8" O.S.B. reference to read:
" 5/8" type `x' gypsum wallboard"
At details: 21/A3.1, 27/A3.1:
Change 5/8" O.S.B. reference at inner layer to read:
" 5/8" type `x' gypsum wallboard"
At detai129/A3.1:
Change'/" plywood to read:
" 5/8" O.S.B„
Sheet A4.1 Roof Plan:
See attached sketch RO1 for a new detail references to roof plan.
See attached sketch R02 for a new roof detail 19/A4.1
See attached sketch R03 for a new roof detail 32/A4.1
Sheet A5.1 Site Plan
7/A5.1 East Elevation:
Add new through-wall overflow scupper, detai128/A4.1, to east elevation
approximately 30" to the south of the conductor head shown. Invert
elevation of the new scupper to be 2" higher than invert elevation of
conductor head.
3/A5.1 West Elevation & 11/A5.1 South Elevation:
Along top and bottom of brick banding: Add note:
"Stucco finish to receive a J-edge mold trim to be placed within '/4" of the
brick band. Seal joint with sealant."
I l <
s:~ ' i OL
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FROM : Jef£co Construction Mandgement PHONE N0.
303 271 5099 Feb. 16 1999 09:38RM P3
Wheat Ridge Library Ymprovemenis 01400 - I
SECTION 01400
QUALTTY CONTROL SER'VICES
1.0 RFLATEnDaCimENT4;
Drawings and general provisions of the Construction Contract, and other Division 1
Specification Sections, apply to work ofthis seckion.
1.1 tSL MMAgy_
A. This Section specifies administrative and procedurai requirements for quality control
services.
B. Quality control services inctude inspections and tests and related actions including reports,
performed by independent agencies, goveming authorities, and the Contractor.
C. The Owner, Contractor and/or his sub-contractors shall provide such equipment and
facilities as the Testing A,gency may require for conducting field tests and for collecting
and forwarding samples. The Contractor shall not use any materials or equipment
represented by samptes unti[ tests, if required, hava been made and the materials or
equipment found to be acceptable. Any product which becomes unfit for use after
acceptance shafl not be incorporated into the work.
D. All materials or equipment proposed to be used may be tested at any time during their
preparation or use. The Contractor shall furnish the required samples without eharge and
shail coordinate testing with the Owner, Engineer and Testing Agency to allow sufficient
time for festing before placing orders or starting work. Products may be tested prior to
shipment or after being received at the job site.
E. Tests shall be made by an accredited testing agency with a minimum of 5 years experience
in the specific type of testing to be performed. Except as otherwise provided, sampling
and testing of all materials and the laboratory methods and testing equipment shall be in
accordance with the latest standazds and tentative methods ofthe American Society for
Testing jvZaterials (ASTNn.
F• Where additionat or specific information concerning testing methods, sampies sizes, ete.,
is r.equired, such information is included under respective sections of the Specifications.
Any modification of, or elaboration on, these test procedures which may be included for
specific materials under their respective sections in the Specifiaations shall take
precedence overthese ptocedures.
FROM : JeiFCO Constructlon Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:38RM P4
01400 - 2
1.2 ~'RACTOIZTESTINCrREOiTTRxhENTS:
A. G.enerai: The following testing shall be performed at the expense ofthe Contractor
installing the material being tested:
Material or Method Substitution: Any tests of basic material, fabrication equipmeni
or method offered as a substitute for specified items or methods on which a test may
be required in order to prove its compliance with the specifications.
2. Product Performance Verification: The supplier of products specified based on
performance criteria shail, at the request ofthe Owner or responsible consu(tant,
inspect the installed product and certify conformance o£the product to specified
criteria under the installed conditions.
See respective Specification sections for specific testing requirements.
B. Retesting: The Contractor is responsible for retesting where results of required
inspections, tests or simi[ar services prove unsatisfactory and do not indicate compliance
with Contract bocument requirements, regardless ofwhether the original test was the
Contractor's responsibility.
1. Cost of Tetestiqe, constcuction revised or replaced by the Contractor is the
Contractor's responsibility, where required tests were performed on original
construction. The Owner shall pay for re-test charges and backchazge the
Contractor for applicable costs.
C. Corrective Measures resulting from any test that fails shall be paid for by the_ installing
contractor and shatl be subject to the followins conditions:
Quantity and nature of additional testing, if required, will be determined by fhe
responsible consu(tant.
2. AJI additional tests shall be taken in the presence of the responsible consultant or his
representative.
Proof of noncompiiance will make the instalJing contractor ]iable for any corrective
action which the responsible consultant feels is prudent, including complete removal
and replacement of defective material.
D. Associated Services: The Contractor shall Cooperate with agencies performing required
inspections, tests and similar services and provide reasonable auxiliary services as
requested. The Contractor is responsibie for scheduling times for inspections, tests, taking
samples and similar activities. Notify the agency sufficiently in advance ofoperations to
pernilt assignment ofpersonnel. Auxiliary services required inciude but are not limited to:
FROM : JeFfco Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:39RM PS
01400 - 3
; 1. Providing access to the Work and furnishins incidental labor and facilities necessary
to facilitate inspections and tests.
2. Taking adequate quantities of representative samples of materials that require testing
or assisting the agency in taking samples,
3. Providing facilities for storage and curing of test samples, and delivery of samples to
testing laboratories.
4. Providing the agency with a preliminary design mix proposed for use for materials
mixes that require controi by the tesEing agency.
5. 5ecurity and protection of samples and test equipment at the Project site.
E. County Responsibilities: The Owner will provide inspections, tests and similar quality
control 'services specified to be performed by independent agencies and not by the
Contractor, except where they are specificaliy indicatad as the Contractor's responsibility
or are provided by another identified entity.
1. The County will employ and pay for the services of an independent agency, testing
laboratory or other qualified firm to perform services which are the County's
responsibility.
F. Nothing containeci herein is intended to imply that the instaliing contractor does not have
the right to have tests performed on any material at any time for his own information and
job control so long as the County does not assume responsibility for costs or for giving
them consideration when appraising quality of materials.
1.3 CONTRACTOR'S O TA TTY ONTROL SvSTEM:
A The Quality Control System is the means by which the Contractor assures himselfthat
construction complies with the requirements of the Contract Documents. Control shall be
adequate to cover all construction operations and keyed to proposed construction
schedule.
B. Establish system to perform sufficient inspection and tests of all items of work, including
that of subcontractors, to ensure conformance to the Contract Documents for materials,
workmanship, construction, finish, functional performance and identification.
C. Control System: Establish for all construction except where Contract Documents provide
for specific compliance tests by testing laboratories or engineers employed by the Owner.
D. Ou lity Control Plan Shali Tncl~,de:
Personnel, procedures, instructions, and records to be used.
FROM : Jeffco ConStruction Mdnagement PHONE N0.
303 271 5099 Feb. 16 1999 09:39AM P6
01400 - 4
2. List of control tests which Contractor understands he or his subcontractors are to
perform.
3. Procedums for reviewing and approving all Shop Drawings, product Data, Samptes
or other submittals before submission to Architect.
4. Method of documenting quality control operation, inspection and testing including
samples ofproposed forms.
E. Records: Maintain correct records on appropriate form for all inspections and tests
performed, insUvctipns received from Architect and actions taken as a result ofthose
instructions.
1. Include evidence that required inspections or tests have been performed (including
type and number of inspections or tests, nature of de£ects, causes for rejection, etc.)
Proposed or directed remedial action, and corrective action taken,
2. Document inspections and tests as required by each section of Specifications.
1.4 iT .N F.pORT5:
A. The independent testing agency shall submit a certified written report of each inspeckion,
test or similar service, as follows:
copy - General Contractor
1 copy - Applicable Supplier or Subcontractor
i copy - Applicable Engineer
1 copy - Architect
1 copy - Jefferson County Construction Management Department
Other copies as directed
B. The Testing agency shali submit written reports of all inspections on a weekly basis. Daily
preliminary field reports shall be submitted to the Contractor and the Owner's field
personnel.
Submit additional copies of each written report directly to the governing authority,
when the authority so directs.
a. Report Data: Written reports of each inspection, tesf or similar service shall
inciude, but not be limited to:
1. - Date of issue.
2. Project title and number.
3. Name, address and telephone number oftesting agency.
4. Dates and locations of samples and tests or inspections.
.
FROM : Jeffco Construction Management PHONE N0. : 303 271 5099
Feb. 16 1999 09:40AM P7
01400 - 5
5. Names of individuals making the inspection or test.
6. Designation of the Work and test method.
7. Identification of product and Specification Section.
8. Complete inspection or test data.
9. Test results and an interpretations of test results.
10. Ambient conditions at the time of sample-taking and testirig. .
11. Comments or professional opinion as to whether inspected or tested
Work complies with Contract Document requirements.
12. Name and signature of laboratory inspector.
13. Recommendations on refesting.
3. Test reports shall include a description of deficiencies noted, and corrective action
undertaken to resolve such deficiencies.
4. Deficiencies observed shall immediately be brought to the attention of the
Contractor's field superintendent, and trade foceman, as well as the Architect. In the
event deficiencres are not cosected, or if an interpretation of the contract
documents is required, the Testing Agency shall immediateiy notify the responsible
consu[tant.
5. The Testing Agency shall maintain a deficiency list of alI items not corrected and
shall reinspect the area after the deficiency has been corrected. The list shall include
a description of the de&ciency, the date and time the deficiency was observed, who
was notified, the date of reinspection, and description of corrective action taken.
6. At the end ofthe project the Testing Agency shall submit a final signed report
stating whether the work tested and inspected conforms to the contract documents.
C.
1. Specific Testing Agency testing and inspection requirements are contained in the
following Specification sections and as follows:
a.
02200
$arthwork
b.
02511
Asphaltic Concrete Paving
c.
02528
Concrete Curbs and Sidewalks
d.
03300
Cast-in-Place Concrete
e.
04100
Mortar
f.
04200
Unit Masonry
g.
05100
Structural Stee(
h.
05310
Steel Deck
1.
05400
Cold Formed Meta1 Framing
j.
05500
Metal Fabrications
D. Soil Material and Soil C`om a~ctin;
FROM : Jeffco Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:40RM P8
01400 - 6
I. Soil Materiais;
~ a. The Testing Agency will prepare one optimum moisture-maximum density
cutve for each type of soit encountered in subgrades under paved areas or
areas to re.ceive compacted fill. Maximum densities are to be determined in
accordance ASTM D698 for clay soil with a plasticity index of 20 or more.
b. Eachtype ofborrow material will receive, as applicable:
Mechanical analysis
2. Moisture-density curve deternunation
3. Plasticity index determination
4. Gradation analysis
2. Compacted Fill: The Contractor shall obtain the Geotechnical Bngineer's approval
of inethod of placing and compacting before starting compacted Sll or backfill
placement.
The following tests as specified below shall be made at the Countys Bxpense:
a. The top 12 inches of subgrade resulting from excavation shall have the
maximum density at optimum moisture specified herein. Fviake at ]east one
field density test of the subgrade for every 5000 square £eet of azea, but in,no
case less than three tests.
b. In each compacted fill layer, make one &eld density test for every overlaying
5000 square feet of area, but in no case less than three tests. Perform field
density tests in accordance with ASTM D 1556, ASTM D2167 or A5'I'M
D2922.
c. Areas supporting building structure and slabs, make one field density test for
every 1000 square feet ofarea.
The relative density of a cohesion less, free-draining soi], expressed as a
p.ercentage, is defined as its state of compactness with respect to the most
loose and most compact states at which it can be placed by laboratory
procedures. The relative density will be based on the following formula,
wherein the maximum density is the highest dry unit weight af the soil,
minimum densrty is lowest dry weight of the soil and in-place density is the
dry unit weight of the soil in place:
FROM : Teffco Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:41RM P9
01400 - 7
Relative bensity _
?±4ax. Den x in-12190 den - Run den •]00
In-place den. x(max. den. - min. den)
E. -Concrete Work:
The Testing Agency shall perform tesring and inspection of concrete as fol(ows:
a. Concrete inspection and testing wili be made in accordance with building, code
requirements and Contract Documents, they will include the following:
1. Testing concrete for strength, slump, air content, temperature and unit
weight. Slump, air content, temperature and unii weight shali be tested
at the same frequency as cylinders are taken.
2. Making and testing concrete cylinders, including fumishing cylinder
containers for specimens.
Transporting and storing of all specimens involved in testing and
inspection. Test cylinders aze to be transported to the laboratory not
late than 24 hours after casting, nor earlier than 16 hours after.castirg.
4. Inspection of mixing and placing of concrete at the site, including
recording of: Amount and location of concrete placement, Uvck
number and amount ofwater added to each load ofconcrete tested,
time batched, time of transit, time mixed on job, time placement was
completed, method of placing concrete and any other pertinent
information.
5. Visual inspection of rebar placement prior to each pour.
b. Test Specimens: Sampling of concrete shall be as follows:
1. At least one set offour cylinders for each 100 cubic yards or fraction
thereof of all concrete, but not less than one set for any one day's
operations and not less than one set of four cylinders for each 5000
squaze feet of surface area for slabs. Surface area is the uea of one face
ofwall or slab.
2. For concrete placed by pumping, test specimens and concrete used for
deterniination of slump, air content and weight are to be taken at the
point of placement of concrete into the forms.
Samples will be obteined in accordance with ASTM C172.
FROM : Jeffco Construction Mdnagement PHONE N0. : 303 271 5099 Feb. 16 1999 09:41AM P10
01400 - 8
; 4. Making, curing and subsequent handiing of test cylinders, except as
modified herein, shatl be in accordance with ASTM C31. Testing sha11
be in accordance with ASTM C39.
5. The cylinders shall be placed in laboratory storage under moist wrirg
conditions at approximately 70 degrees F. Within 24 hours after
molding and maintained therein until tested. Tests wili be as follows:
One cytinder shall be tested at 7 days for information.
Two cylinders shall be tested at 28 days for acceptance. The acceptance
test results shall be the average strength of these two cylindecs.
One cylinder shall be tested at 56 days if previous tests indicate the
strength may be lower than specified.
G. Test Reports: Reports of cylinder tasts shall be submitted as specified herein
within five days of laboratory testing. Test reports shall, as a minimum,
include:
Project data including project name and address, concrete supplier,
suppIier's delivery ticket number and mix identification number. Testing
Agency's test date or cylinder identification number and location of
pour.
2. Results of field testing at time of sampling inc]uding date and time of
sampling, amount of water added at site prior to sampling, ambient air
temperature, concrete temperature, concrete slump, air content and
concrete wet unit weight. Include time concrete was batched and time
when placement was finished. Include specification limits for concrete
temperature, slump, air content and indicate whether the sample
conforms to these limits.
3. Results of laboratory tasting including date test specimens were
transported to laboratory, date and age of concreta at.time oftesting,
compressive strength of each cylinder tested, average compressive
strength oftested cylinders and specific design strength ofconcrete
represented by the test.
d. Additional Testing: Contractor shall bear the cost of testing and inspection
resulting as a consequence of the following:
Work not in compliance with the Contract Documents.
FROM : JeFfco Constructton Management PHONE N0. : 303 271 5099
Feb. 16 1999 09:42qM P11
01400 - 9
2. Testing requested by the Contractor or Subcontractor such as additional
cylinders for early breaks, etc.
Testing to verify the adequacy of work done without prior notice,
without proper supervisidn or contrary to standazd construction
practice.
F. Structural Steel, Metal Fabrications and Assemblias Embedded in Concrete:
1, Independent Testing Agency Services:
a. Field inspection by the Testing Agency of erected steel will be such as to
assure that the work conforms to specified requirements and wip include:
Tnspection of field welding as required herein,
2. Ascertainment of proper fit and alignment.
3. Ascertainment of proper installation and tensioning of 6olts.
b. Welding and Materials:
1. Inspection of welding by the Testing Agency will be such as to assure
that the work conforms to specified requirements and witl include;
(a.) Ascertainmen[ that electrodes used for manual shielded metal-arc
welding and the electrodes and flux used for submerged arc
welding conform to the requirements hecein.
(b=) Ascertainment that the approved welding procedure and the
approved welding sequence are followed without.deviation, unless
specific approva[ for change is obtained from the Structucal
Engineer.
(c.) Ascertainment that the welding is performed only by weldirg
operators and wetders who are properly certified. The Testing
Agency shall witness sueh qualification testing ofwelding
operators and welders, as may be required.
(d.) Ascectainment that the frt-up, joint preparation, size, contour,
extent ofreinforcement, length and location ofwelds conform to
specified requirements and the contcact drawings, and that no
speci6ed welds are omitted or unspecified welds added without
approval ofthe Structural Engineer.
FROM : Jeifco Construction Management PHONE N0. : 303 271 5099
Feb. 16 1999 09:42RM P12
01400 -10
; c. Bolted Connections: Visually inspect all bolted connections to ascertain that
all bolts, nuts and required washers have been installed and are ofproper type
and that all faying surfaces have been brotight into snug contact. Venfy the
specified surface preparation of the faying surfacefrasbeea-correetly prepared.
Verify threads aze excluded from the shear plane for all bolts so specified.
Ttandomly test 30% (min.) of connections for torque and tension.
H. Metal7oists:
1. The Testing Agency sliall inspect field weids and field bolts in metal joists.
2. Following joist erection, and prior to covering with other materials, the Testing
Agency shali inspect all joists for the fol(owing:
a. ICinks, bends or other damage
b. Proper location, alignment ofall joists andjoist bridging.
c. Visual examination of all welds, joist supports and welds for bridging
connections.
3. The Testing Agency shall immediately report any deficiencies uncovered to the
Contractor, Atchitect and Structural Ergineer.
4. The Contractor shali coirect all deficiencies in a manner acceptable to the Architect
and Structural Engineer befor.e proceeding with the work.
1.5 OTHER TE4TiNCr AND REOL,LMF _MEIy7'S
A Ifrequired, the following testing shalt be performed at expense of the General Contractor
or subconh-actor installing the material to be tested:
1. Tests on mechanical or electrical systems required to ensure their proper installation
and operation.
2. Any other tests required that are not perFormed by the Owner's testing agency.
3. Any additional tests required because of any tests that fail subject to following
conditions:
a. Quantity and nature oftests will be detemvned by Architect,
b. Tests: taken in presence of Architect.
FROM : Jeffco Construction Mdnagement PHONE N0. : 303 271 5099 Feb. 16 1999 09:43RM P13
O1400 - I 1
~ c. Proof of non-compliance will make Contractor liable for corrective action
which ArcSutect feels is prudent including complete removal and replacement
of defective material.
4. Material Substitution: Any tests of matecial or equipment offered as substitute for
specified item on wlrich test may be required in order to prove its compliance with
Specifications. B. Contractor may have tests performed on material and equipment for his own information
and job control so long as Owner does not assume responsibility for costs or for giving
them consideration when appraising quality ofmaterials.
C. Contractor sha11 cooperate with Testing A,gency personnel and shatl furnish tools, samples
ofmaterials, design mixes, equipment and assistance as requested.
D. Contractor shall provide and maintain, for the sole use of the Testing Agency, adequate
facilities for the safe storage and proper curing of concrete test cylinders on the: project
site for the first 24 hours after casting as required by ASTM C31, Method of Making and
Curing Concrete Test Specimens in the Field.
E. Retention of an independent Testing Agancy by the County shall in no way relieve the
Contractor ofresponsibility for performing all work in accordance with contract
requirements. '
1.6 RRpATR AND PROTE TiON:
A. Creneral: Upon completion ofinspection, testing, sample-taking and similar services,
repair damaged construction and restore substrates and finishes to eliminate deficiencies,
including deficiencies in visual qualities of exposed finishes.
PART 2 - PRODTTCTS (Not Applicable)
PART 3 - EXE['7TTT(1N (Not Applicable)
END OF SECTION 01400
ss
1840 Deercreek Road, Suire 200
MonumenL Colorado 80132
(719) 488-0683
FAX (719) 488-1154
ADDENDUM NIJMBER TWO
to
BIDDING AND CONTRACT DOCUMENTS
Forthe
WHEAT RIDGE LIBRARY
ADDITION AND RENOVATION PR07ECT
March I, 1999
Architect: Hagen.Cameron Architecture, PC
1840 Deercreek Road, Suite 200
Monument, Colorado 80132
PH (719) 488-0883 FX (719) 488-1 ] 54
THE FOLLOWING shall become as fully a part of the above named Bidding and Contract Documents as if
included and shall take full and complete precedence over anything stated or shown to the contrary in
them.
ACKNOWLEDGEMENT: Each bidder shall indicate in the place provided on the Bid Form
acknowledgement of receipt of this Addendum.
EACH AND EVERY BIDDER, subcontractor, and material supplier shall be responsible for readina. each
and every item in this Addendum to ascertain the extent and manner it affects the work in which he/she is
interested.
The Addendum items may not be listed in the same order that they occur on the Drawings or in the Project
Manual.
1 of 4
BIDDING INFORMATION
Reference INVITATION TO BID - BID DOCUMENTS
Add the following statement:
Wheat Ridge building dept. has determined that a"use" tax wi(1 not be
charged on this project.
Reference CONSTRUCTION CONTRACT
Change "1-year" warranty found in section 13D to read:
"2 year"
SPECIFICATIONS
Section 01500 CONSTRUCTION FACILITIIES AND TEMP. CONTROLS
Delete Subsection:
2.05 Sanitary Toilet Facilities, Section "A" only.
Section 02511 ASPHALTIC CONCRETE PAVING
Delete the following:
3.05 Prime and Tack Coat Application
Sections: A & B
Change sections C& D to read A& B.
Section 10522 ILLUMINATED SITE SIGN
Section: 3.01-2
Remove the words "and anchor bolts"
Section 16000 ELECTRICAL SYSTEMS
Section: 3.12 C & D
As section C notes: Supply shop drawings for the work in the new and
remodeled portions of the building you are bidding. GC shall coordinate
these drawings with the Owner's fire alarm subcontractor as noted in
section D.
Add to section C:
Coordinate with the owner's sub to have thein add the new proposed fire
aiarm devices included on the graphic map, which is supplied by the
owner's subcontractor.
DRAWINGS
Sheet Al.l At floor plan storage room 104 note regarding floor topping:
Remove the words: "self leveling"
Delete requirement to remove 42" x 42" of existing concrete slab for new
concrete footing pad-A.
2 of 4
Sheet A3.1 Please make the following corrections to addendum no. I and details
29/A3.1:
The exterior side behind stucco will be 5/8" O.S.B. and the interior plane
behind the wall tile will be 5/8" type `x' GWB.
21/A3.1, 27/A3.1:
These get 5/8" O.S.B. at both sides since they are exterior and stucco
finish occurs on both sides.
Wall sections on A2.1 are correct.
Sheet A6.1 Add the following note to section 17/A6.1:
At "side" acoustical panels shown in section, assume 6 panels at 4'-10"
long by 1'-2" height. GC must Field verify prior to ordering materials.
Do not forget the 4 panels at the end wall shown in elevation.
Sheet S 1.1 Please note the footing type for detail reference cut 7/S 1.2 for Receiving
Room 100:
"The footing is TYPE-B footing pad"
Detail5/51.2: "Bottom of footing to be 36" below lowest point of
finished grade. Please refer to Civil final grading plan.
Planter wall footing elevations shown on S 1.1 are actually shown on
19/SD1.1 and 20/SD1.1. Make sure bottom of footing is 36" below
finished grade as detail suggests.
Delete requirement to add concrete footing pad-A and the steel column.
The masonry wall supports the end of the beam overhead.
Sheet E1.0 Please refer to detail note 1 for electrical switchgear reinoval
times/overtime hours. Add to note:
"The GC will need to complete this work over the weekend between
Friday at 5:00 PM to Monday at 8:00 AM. The GC is to have in his bid the
required necessary meansto keep the Library and Seniors' Resource
Center temporarily fully connected to electrical power for any amotmt of
time outside of the above designated weekend changeover time. "
"Prior to completing this work, The GC will need to have an appointment
established with the electrical inspector agreed upon."
Add note:
At the west wood shed, add note:
There is no known power connection to the existing wood shed according
to the library's supervisor of building services.
3of 4
Add note:
For all light fixture types `AA', Provide Westem Standards Annapolis
series 12'-0" high pole.
Add note:
Provide Cooper Lighting SSS4A12 straight steel pole for type "BB" and
type °CC" fixtures. Provide 180 degree offset "bullhorn" mounting
bracket. Type "BB" to be aimed up at flagpole. Type "CC" to be aimed at
building signage above main entry.
Sheet E3.1 Add detail note 16:
"Relocate existing Truck Plugs panel to the west wall of Boiler room 110
next to relocated air compressor panel and PSCo meters. The two
remaining sub-panels will not need to be relocated.
APPROVED PRODUCT SUBSTITUTIONS:
Specification section 08920 - Translucent Skylight System:
Manufacturer: "Skywall Translucent Systems"
4of4
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Hagen • Cameron
Architecture PC
POtT BID
ADDENDUM NUMBER ONE
master planning • concept design • architecWre
6430 S. Piddlers Green Circle, Suite 275
Englewood, Colorado 80111
Phone: (303) 850-0350
Fax: (303) 850-9548
to
BIDDING AND CONTRACT DOCUMENTS
For the
WHEAT RIDGE LIBRARY
ADDITION AND RENOVATION PROJECT
June 3, 1999
Architect: Hagen . Cameron Architecture, PC
1840 Deercreek Road, Suite 200
Monument, Colorado 80132
PH (719) 488-0883 FX (719) 488-1154
Denver Office:
PH (303) 850-0350 FX (303) 850-9548
THE FOLLOWING shall become as fully a part of the above named Bidding and Contract Documents as if
included and shall take full and complete precedence over anything stated or shown to the contrary in them.
ACKNOWLEDGEMENT: Each bidder shall indicate in the place provided on the Bid Form
aclmowledgement of receipt of this Addendum.
EACH AND EVERY BIDDER, subcontractor, and material supplier shall be responsible for reading each
and every item in this Addendum to ascertain the extent and manner it affects the work in which he/she is
interested.
The Addendum items may not be listed in the same order that they occur on the Drawings or in the Project
Manual.
SPECIFICATIONS
Section 01400 QUALITY CONTROL
Add: The owner will employ a materials testing agency under a separate
budget for this project.
Section 01700 CONTRACT CLOSEOUT
Part 1-General
1.04 Wananty, section A, item 1:
Change: Wananty requirement of "2 years"
To read: Warranty requirement for "1 yeaz"
Section 09300 TiLE
Part 2 Products
2.01- Tile
A: Add to Acceptable Manufacturers A:
American Olean
B: Change 12" x 12" size tile in B to be:
8"x8" at both field and 2 accents
C: Change 12"x12" lobby and vestibule wall tile to be:
8'x8' at all wall in 109, 106
D: At restrooms 105, 107 - Change a113"x3" wall tile to:
American Olean, Unglazed porcelain-ceramic mosaic 2" x 2"
Field color: A31 Quicksilver
Accent color: A13 White
DRAWINGS
Sheet SDI.O Site Plan
Delete: Three (3) raised concrete planters as referenced by detail
20/SDl.l.
Delete: Requirement for irrigation sleeving through the (3) planters
Delete: Two (2) park benches as referenced in detail 22/SD1.1
Delete: One (1) trash receptacle at entry
Delete: One (1) bicycle rack and mounting detail 1/SD1.1
Add: A small portion 6' x 16' of new 4" thick concrete slab on-grade
paving as indicated in attached sketch 1/PB17. Relocate the 2 steel
bollards as shown.
Delete: 441.f, of 6'-0" high cedar wood fencing. Delete within this 441.f.
the two wood gates. This uea is located around the US WEST equipment.
SheetSDl.l SiteDetails
Delete: Details 1/SDi.l, 20/SDl.l, 22/SD1.1
Sheet C1.1 Grading & Erosion Control Plan
Move spot elevations back to new south wall locarion. See also sketch
1/PB 17
Sheet L-1 Imgation Plan
Delete SST sprinkler irrigation to the two (2) raised planters south of the
Seniors' Resource Center. Delete sleeving at this location.
Sheet L-3 Landscape Plan
Delete: Three raised planters as indicated above. Delete requirements for
new bark mulch at these locations Add cobble muich back at two south
planters. Delete 36 EFC plants at two south planters. Delete 32 EFC at
west planter.
Change: The ground cover size pots to a smaller 4" size - typical for all
ground cover plants.
Sheet Al.l Floor Plan
Delete: Approximately 8'-6" of covered entry building mass as indicated
in attached plan sketch i/PB2. See also 1/PB10, i/PB12,1/PB13, and
1/PB 14 for additional information. See revised structural foundation and
framing plans.
Delete: Delete wall section detail 11/AZ.1.
Delete: Two aluminum windows type B and raised stucco framing around
these openings
Delete: Wall framing and stucco finish associated with building
reduction. Delete roof sheathing, shingles, flashing, gutters, decking and
insulation associated with this reduced length.
Delete: Brick veneer plinth course
Delete: Recessed entry vestibule mat at Vestibule 109. Change from a 6"
thick slab to a flush 4" thick concrete slab condition. Provide ceramic
floor tile finish. See also 1/PB1 sketch attached.
Delete detail 18/Al.l
Delete: New stainless steel phone cabinet. Reuse existing plastic laminate
case.
Delete: Wood divider detai126/AL i
Delete: 30" of lav top width at each restroom (rooms 105 & 107) Delete
one lav from each. Delete one mirror from each. See attached sketch
1/PB3
Change floor tile to a 2" x 2" floor ceramic tile - See architect for new
product.
Delete: Door no. 104 b, which includes door, door frame, and door
hardwaze group no. 8. Add wall type "K" approx. 3'x7'. See attached
sketch no. i/PB6.
Delete 17' U. of perimeter rigid insulation at foundation.
Sheet A2.1 Reflected Ceiling Plan / Wall sections
Change: See attached sketch 1/PB9 for revisions to detail9/A2.1 to show
a]ower roof pitch and vaulted ceiling. Note that the framed light tier and
fluorescent lighting have been deleted.
Change: See attached sketch 1/PB11 for revisions to detai135/A2.1, the
south wall, showing deleted brick veneer and a reduced width on the
foundation wall. See also structural drawings. Note that the precast coping
has been deleted and replaced with stucco and prefinished 24 Ga. metal
cap flashing. Provide pressure treated nailer at top of studs. The brick
veneer has been replaced with a horizontal framing finished in 2 coat
stucco.
Delete: Approximately 8'-6" of Covered entry building mass as indicated
in attached sketch 1/PB10. Delete flat mounring box for deleted light type
K. Delete stucco finish and ceiling sheathing at this azea.
Delete: Canted overhead gypsum wallboard ceiling brim with reveals
detail.
Delete: Overhead framed light tiers with recessed lighting. See also new
sections i/PB7 & 1/PB8.
Sheet A3.1 Windows / Doors
Delete door 104B from the door schedule.
Reduce the height of the two aluminum storefront window walls per the
attached sketches on 1/PB16. Note glass type changes from B to C at
interior wali.
Delete window type `B'
Reduce: 1" insulating and'/a" glazing per attached details 1/PB16.
Sheet A4.1 Roof Plan
Reduce: Roof area.
See attached sketch for reduced shingle material and shortened building
mass. See also sections 1/PB7 & 1/PBB. Reduce quantity of steel decking,
sheathing, insulation, flashing, and gutters as well.
Note: owner did not accept skylight altemate no. 1.
Sheet A5.1 Elevations
Revise details 3/A5.1, 7/A5.1, 11/A5.1, and 39/A5.1 per attached sketches
PB13,14,&15:
Reduce: Building mass by approximately 8'-6" a shown in attached
sketches i/PB13 and I/PB14.
Delete wall construction at deleted azeas. Note much lower roof mass.
Delete: Brick plinth course as noted in attached sketch 1/PB15. Reduce
wall construction and stucco finish front and back of south wall as
indicated in attached sketch 1/PB15.
Delete painted omamental steel in detail 1/A5.1 and replace with inset
stucco panel with 1" reveals as indicated in attached sketch 1/PB15.
Delete bird control in detail 1/A5.1.
Delete all 8" high brick band. Replace with 2 coat stucco.
Sheet A6.1 Building Secrions / Toilet room elevations:
See attached sketches 1/PB7 & i/PB8, which replace in part, details
9/A6.1 & 17/A6.1:
Delete overhead light tier soffits.
Reduce gypsum wallboard finish at ceiling plane due to lower height and
slope.
Delete steeply pitched steel bents for lower sloped steel stud rooftrusses at
24" o.c.. See structural for additional information and connections.
Change roof slope to 6:12 and front wali to I0:12. Underside of trusses to
have a 3:12 slope.
Reduce amount of steel decking and insulation.
Lower pendant uplight as indicated in attached sketches 1/PB7 & 1/PB8
See revised partial elevations (sketches 1/PB4 & 1/PB5) for reduced lav
tops in toilet rooms 105 and 107
Reduce wall ceramic tile to only 4'-0" high at all four walls to both 105
and 107 and as indicated in the attached sketches 1/PB4 and 1/PB5.
Change to a 4.25"x4.25" ceramic wall tile and 2"ac2" ceramic floor tile -
See azchitect for type.
Sheet 51.1 Delete original sheet 51.1 -Foundation Plan
Substitute new sheet S 1.1 - Foundation Plan
Sheet 51.2 Delete original sheet 51.2 -Foundation Details
Substitute new sheet S 12 - Foundation Details
Sheet S2. i Delete original sheet 52.1 - Roof Framing Plan
Substitute new sheet 32.1- Roof Framing Plan
Sheet 52.2 Delete original sheet 52.2 - Roof Details
Substitute new sheet S2.2 - Roof Details
Sheet M3.0 Delete one lav (L-1) with fittings and associated waste and vent piping at
rooms 105 and 107.
Delete one FD-1 and associated waste and vent piping at vestibule 109.
Sheet E1.0 Electrical Site plan
Delete the lights and wiring at the two "do not enter" signs.
Change the three historical lamp posts AA to Abiline Series D133
Dynamic. Fixture.
Sheet E2.1 Lighting Plan
Delete the two type "F" fiactures at the boiler room. Protect existing light.
Owner will accept the alternate light fixtures proposed.
Delete upper cove fluorescent light fixtures (Db & Dlb types) each side of
lobby. Lower cove rows are to remain.
Delete 2 rows of Db light fixtures at vestibule 109 - See sketch PB7
Delete 1 row each side of Db/Dlb light fixtures at lobby 106 - See sketch
PB8
Sheet E3.1 Power Plan
Delete the high WP GFI outlet at the reduce building mass. Relocate the
west WP GFI to the shortened west wall.
end
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WHEAT RIDGE FtRE DISTRICT
"Dedieated To Serve Through Excellence°
P. O. Box 507 • 3880 Upham St. • Wheat Ridge, CO 80034 • 303-424-7323 • Fax 303-940-0350
March 30, 1999 I
I
To: Darin Nlorgan '
Codes Admnustrator
City of Wheat Ridge '
Wheat Ridge; Co.
80033
Subject: Plan Review for Wheat Ridge Library Addition & Renovation;:~fFS>West 32 Aue.: :
~
Deaz Darin,
After a review of the proposed plans fot the Wheat Ridge Library Addition and
Renovationlocated at 5475 W:32 Ave., I am requiring the following items conceming 4his ~
pioject: ,
i
~
1. Provide complete plans and cut sheets for fire alazm system revision for affected area. '
_ i
2. Relocated the Knox Box shown on theplans to the interior east access door betweenthe ~
Senior Center and the Library. ContactFire Marshal prior to relocation. Phone 303-424-
7323.
~
3. Issues and or items not addressed at this time will be addressed as the need arises.
~
Should the developer/contractor haue any qnesrions regazding the above requirements, ~
they can contact the Fire 1Vlarshal Office at 303-424-7323, to set an appointment to
discuss the issues.
Respectfully, :
Dave Roberts
: F.M., W.R.F.P.D. ~
cc:file . I
_ I
I
~
. i
~
~k.
/
To: Darin Morgan
From: Ron Patera, City Treasurer ~
Date: July 7, 1999
Subject: Library Use Tax
Pursuant to Jefferson County's request for exemption from payment of use taxes on the
construction materials used in the reconstruction of the Wheat Ridge Library, the City approves
their request based on the information submitted in their letter.
1 +~uc~
3Drl,-
Cc: Meredith Reckert
CG 1 . m,-~-- k5 s uo--n c-e_._
07l06/1999 11:09 5032715099 JEFFCO CONST M6MT PA6E 01
V FFER50N CQUNIY
ca~to~ M.t►agemer~C
FAX COiiER SHEET
.MlYeaan ComMy Cons6rtroqon MrnagermeM Phenr (709) 47146Ti
700.Nlfimae GolMly Pukway, suib !dQ Fax p(303).2l140lY
OWtMb Co1Mdul010f
07l06l1999 11:09 3032715099 JEFFCO CONST MGMT PHGE .02
eo~ra a e«rnyommiwa+.rs
MkIMM Lawm+ce
Ob9lctWe. t
PrEAeli W_ Mollowny
OI-k1 No. 2
lM01m1d M. BIq~IWI
G46klNo.3
Juty 6, 1999
Ms. Merideth Reckert, AICP
City of Wheat Ridge
Planning and Zoning
7500 R'est 29th Avenue
Wheat Ridge, Colorado 80215
RE: WHEAT RIDGE LIBRARY IIvIPROVEMENTS PROJECT
PERMIT FEES
Deaz Ms. Reckert,
Jefferson County Public Libnzy is proposing improvements to the Wheat Ridge Library located
at 5475 Wesc 32nd Avenue. Pian documencs describing these iznprovemenu have been
submitted to your departmen[ for review. I am writing his letter cegarding pertnit fees because
you have been our primazy contact with the City of Wheat Ridge up to this point.
In applying for a pezmit to build this project, we will be assessed costs from the Ciry hased upon
the valuatzon of the improvements. A component of these costs is identifed as City Use Tax.
This pzoject is funded wich Library Capitai improvement funds which are also collected through
tazation, bond issue and mi11 levy_ We aze requesting a waiver of the City Use Tax by the Ciry of
R'heat Ridge on this project.
A waiver of CTse Taxes has been granted by other city jur9sdictions in which the County perfozzns
capitai improvennent constzuction projects. Also, it caq eliminate the perception of progressive
taxation w the citizens, (a tax levied upon a[ax), Oux budget estimates for the project did not
include a City Use Tax component for pezxnit fees.
As you may be awaze, the active construction market in Aenver does not currently favor Owners.
Unfonunately, as a result, General Convactor bids for the wheat Ridge Library Jznprovements
exceeded projected estimates. Assistance by the City will help assure a quality project for Wheat
Ridge citizens.
ioo JeHerson Coumy Psrkway. Goltlan, Cobrado 80419
(303)2714511
. .1,
07/06(1999 11:09 3032715099 JEFFCO CONST MGMT PAGE 03
Page 2
Merideth Reckert
July 6, 1999
Please take an opportunity to review this request and inform me of the City's position on the
matter at the Jef#erson County Conswction Management Aepartment at 303-271-5009.
Sincerely,
CONSTRUCTION MAN,AGEMENT
r
ric W. Hjelle
Project Managez
EWH/rmj
xc: Pauicia Correia/Jefferson County Public Library
Tim Hodges/Hagen*Cameron Architecture
File
TRANSMITTAL
TO Darin Morgan
City of Wheat Ridge
Building Dept.
FROM
Tim F. Hodges
PROJECT
Wheat Ridge LiUrary
Addition & Renovation
DESCRIPTION
2 copies - Fully signed & stamped sets
(drawings & manuals)
REMARKS
Darin,
For your action.
Thanks,
Tim
SIGNED
Tim Hodges
Hagen • Cameron
Architecture PC
P't
masier planning • concept design • archi}ec}ure
1840 Deercreek Raad, Suife 200
Monur~en+, colorado e0132
(719) 488-0883
DATE 2-15-99
NO. OF COPIES 1
❑
For Distribution
❑
For your Information
❑
For Your Approval
❑
Review and Return
❑
Please Sign and Return
❑
Return
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DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9109
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE Date : 6/24/99
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Praper(y Owner :
Property Address : 5475 32ND AVE Phone :
Contractor License No. : 20381
Company : MARQUEZ CONSTRUCTORS, INC. Phone : 421-4940
OWNER/CONTRACTOR SIGNATURE OF iJNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and ayree to abide by all conditions printed on this
application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable N~ ~eat dg rdinances, for ork under this permit.
(OWNER)(CONTR4CTOR) SIGNE DATE "
Description : PLUMBING REMODEL IN LIBRARY
Construction Value :
$22,000.00
Permit Fee :
$349.25
Plan Review Fee :
$0.00
Use Tax :
$330.00
Total:
$679.25
Use
Electrical License No :
Company :
Plumbing License No :
Company :
Mechanical License No :
Company :
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
(1) This permit was issuetl in accordance with the provisions set forth in yopur applicalion and is subjeci to the laws of the State of Coloredo and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permi[ shall expire if (A) the work authorized is not commenced within sixty (60) days from issue tlate or (B)1he builtling authorized is suspended or
abantlonetl for a periotl of 120 tlays (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the
original plans and specifrations and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment
enceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done Nat will change the natural 9ow of water causing a dreinage problem. (5) Coniractor shall no[ify the Building Inspector Rventy-tour (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceetliing with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifrations shall not be consVUed to be a permit for, nor an approval of, any violation of the provisions
of the building codes yr any other ordinance, law, rule or regWation.
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 A PPLI CAT Io N
Property Owner: F w7y
Property Address : S'y7s <<) 31 41F Phone :
Contractor License No. gfj / 3 3 3 6 a p z~o ~
Company : G~ r~ ; w
Phone :~a z o y
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown,and allegations made are accurete; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Nl eat Rid o dinances, tork under this/permit.
(OWNER)(CONTRACTOR) SIGNEQ-n~~~1/ (nnTr f7'~W4i5
Description : GUf/EAr~'jq~s 'e 46Q,pRy
1'4u m '6,1uj ke-M-oo(zL
Zo'rTn~-_ _9rj
Approval:
Zoning :
mld n~~
Approval :
Pr _~131(~1I!DY, ~Ka~?_,rs~,,,,,sc~a,x,-~■~,.
Approval:
Occupancy : Walls
Electrical License No :
Company :
Expiration Date :
Approval :
Construction Value :
Permit Fee :
Use Tax :
Totai :
Use:
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. :
Roof : Stories : Residential Units :
Plumbing License No : Mechanical License No
Company :14AQ44z'z Ay679uc7pz Zc_ Company :
Expiration Date : Eicpiration Date :
Approval: Approval:
(1) This permit was issued in accortlance wilh the provisions set forth in yopur application antl is sub'ecl to the laws of the State of Coloredo antl to the Zoning
Regulations antl 8uiltling Code o( VJheat Ridge, Coloratlo or any other applicahle ordinances of the Ciry.
(2) This pertnit shall expire if (A) the work auNOrized is nof commenced within sixty (60) days hom issue date or (8) the building authorized is suspended or
abandoned for a period of 120 days.
(3) It ihs permil expires, a new pertnil may be acquired for a tee ol one-hall the amount normally requlre0, proviAed no changes have been or will 6e made in the
orig inal plans antl specificalions antl any suspension or abandonment has not exceeded one (1) year. If changes are matle or it suspension or aDandanment
exceeds one (t) year, full lees shall Ee paid lor a new permit.
(4) No work of any manner shall 6e tlone ihat will change the natural Ilow of waler wusing a tlrainage problem.
(5) ConVactor shall notify the Building Inspeclor tweny-four (24) hours in atlvance for all inspections and shall receive wnryen approval on inspeclion carC be(ore
proceetliing with successive phases of iheo6.
(6) The issuance of a permit or the approval ofjdrawinqs and specificatlons shall not be construed lo be a permit for, nor an approval o!, any violation of the provisions
of the building codes or any other ortlinance, law. mle ar regulation.
Chief Building Inspector
I7
SPRINKLER SYSTEM PRESSURE TEST
t]
FIRE r1AIN. PRESSiTRE TEST
L7
HOOD & DUCT 5UPPRESSION
SYSTEM TEST
~
FIRE ALARM SYSTEM ACCEPTANCE TEST
I
(7
OTHER
LOCATION:,;-~6wao;z
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DATE :
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RE4UESTED BY: ~ G
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CONDUCTED BY:~1~
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PASSED
FAILED 13
'
COMMENTS :
. . .
. . .
-
. . . . . j.
SIGNED~".g
L,&
Fih ~JICGPi7
I
Board of County Commissianers
July 6, 1999
~
, A
RECEIVED
JUL 0 S 1994
Ms. Merideth Reckert, AICP
City of Wheat Ridge
Planning and Zoning
7500 West 29th Avemie
Wheat Ridge, Colorado 80215
RE: WHEAT RIDGE LIBRARY IMPROVEMENTS PROJECT
PERMIT FEES
Dear Ms. Reckert,
Michelle Lawrence
Distric[ No. t
Patricia B. Holloway
District No. 2
Richard M.Sheehan
District No. 3
7efferson County Public Library is proposing improvements to the Wheat Ridge Library located
at 5475 West 32nd Avenue. Plan documents describing fhese improvements have been
submitted to your department for review. I am wriCing his letter regarding permit fees because
you have been our primary contact with the City of Wheat Ridge up to this point.
In applying for a permit to build this project, we will be assessed costs from the City based upon
the valuation of Yhe improvements. A component of these costs is idenCified as City Use Tax.
This project is funded with Library Capital improvement funds which are also collected through
taxation, bond issue and mill levy. We are requesting a waiver of the City Use Tax by the City of
Wheat Ridge on this projecC. A waive: ef Use Taxes has Ueen granted by other city;lirisdic±ions in which the Courty pPrfoi-ms
capiYal improvement construction projecYS. Also, it can eliminate the perception of progressive
taxation to the ciCizens, (a tax levied upon a tax). Our budget estimates for the project did not
include a City Use Tax component for permit fees.
As you may be aware, the active construction marlceC in Denver does noC cuiTently favor Owners.
Unfortunately, as a result, General Contraclor bids for the Wheat Ridge Library Improvements
exceeded projected estimates. Assistance by the City will help assure a quality project far Wheat
Ridge ciCizens.
100 Jefferson Coun[y Parkway, Golden, Colorado 80419
(303) 271-6511
Page 3
Merideth Reckert
July 6, 1999
Please Cake an opportunity to review this request and inform me of the City's posiYion on the
matter at the Jefferson County ConstrucCion Management Department at 303-271-5009.
Sincerely,
CONSTRUCTION MANAGEMENT
r
Eric W. Hjelle
Project Manager
EWH/rmj
xc: Patricia Coneia/7efferson County PuUlic Library
Tim Hodges/Hagen* Cameron Architecture
File
mewopin2um
To: Darin Morgan
From: Ron Patera, City Treasurer ~
Date: July 7, 1999
Subject: Library Use Tax
Pursuant to Jefferson County's request for exemption from payment of use taxes on the
construction materials used in the reconstruction of the Wheat Ridge Library, the City approves
their request based on the information submitted in their letter.
Cc: Meredith Reckert
Hagen • Cameron
Architecture PC
master plonning • concept design • orchitecture
TRANSMITTAL
TO Wheat Ridge Building Dept
7500 W. 29`h Ave.
Wheat Ridge, Colorado 80215
FROM
Tim F. Hodges
PROJECT
s~-1.1-
Wheat Ridge Library
Addition & Renovation
DESCRIPTION
3 Copies of Addendum no.
REMARKS
Dazin,
1840 Deercreek Road, Suite 200
Monumem. Colorotlo 80132
(719) 488-0883
DATE
2-18-99
NO. OF COPIES 1
❑
For Distribution
❑
For your Information
❑
For Your Approval
❑
Review and Return
❑
Please Sign and Return
❑
Return
For your file and distribution to Meredith Reckerts and Mr. Knudson.
Thanks,
Tim
~
SIGNED I
Tim Hodges
~Hagen • Cameron: _
~3 ~'~rchifecture~ PC~
- masterplanning • conceptdesign • architecture
7840 Deercreek Road, Suite 200
Monument, Coloratlo 80132
(719) 488-0883
FAX (779) 488-1154
ADDENDUM NUMBER ONE
to
BIDDING AND CONTRACT DOCUMENTS
Forthe
WHEAT RIDGE LIBRARY
ADDITION AND RENOVATION PROJECT
February 17, 1999
Architect: Hagen.Cameron Architecture, PC
1840 Deercreek Road, Suite 200
Monument, Colorado 80132
PH (719) 488-0883 FX (719) 488-1154
THE FOLLOWING shall become as fully a part of the above named Bidding and Contract Documents as if
included and shall take full and complete precedence over anything stated or shown to the contrary in
them.
ACKNOWLEDGEMENT: Each bidder shall indicate in the place provided on the Bid Form
acknowledgement of receipt of this Addendum.
EACH AND EVERY BIDDER, subcontractor, and material supplier shall be responsible for reading each
and every item in [his Addendum to ascertain the extent and manner it affects the work in which he/she is
interested.
The Addendum items may not be listed in the same order that they occur on the Drawings or in the Project
Manual.
1 of 23
BIDDING INFORMATION
Reference INVITATION TO BID - BID DOCUMENTS
Add the following to the first paragraph:
"A limit of five (5) sets of plans may be picked up and secured with a
deposit by each pre-qualified General Contractor. Arrangements may be
made to purchase additional sets of plans at a price of $50.00 per set."
Reference INVITATION TO BID - QUESTIONS
Revise the paragraph to read as follows:
"QUESTIONS AND SUBSTITUTIONS:
All questions and substitutions must be submitted in writing to the address
indicated in the DELIVER TO section below or FAX 303-271-5099.
Date: February 25, 1999
Time: 11:OOAM Questions or substitutions received after this
time will not be accepted
(Refer to 01600 MATERIAL AND EQUIPMENT, section 103-B for
substitution request procedures)
Reference BID FORM
Delete previous Bid Form distributed by the Owner. Use new Bid Form on
colored paper distributed by owner on 2-18-99.
"New Bid form will have two new spaces which will require the GC
indicate and identify who he will employ for the major Mechanical and
Electrical subcontract work."
SPECIFICATIONS
Section 01010 SUMMARY OF WORK
Add the following Subsection:
1.12 CODES
A. Obtain all permits, inspections, approvals and certificates
required by law. Conform to all laws, ordinances, rules, and
regulations applicable to the location of the project.
1. The Owner will apply for and pay for the General
Building Permit and any water and sewer tap fees
which may be required. The Contractor is required
to pay for any reinspection fees. Procurement and
payment for all other fees and permits required on
sub-contractor work, inspections, etc. shall be the
responsibility of the contractor.
B. Publication Dates: Comply with codes and standards in
effect at the date of the Contract Documents, except where
a standard of a specific date or edition is indicated.
2 of 23
Section 01400 QUALITY CONTROL
Delete: Specification Section 01400 in its entirety
Add: New revised Specification section 01400 QUALITY CONTROL
SERVICES attached
Section 02200 EARTHWORK
Part 1-General
1.01 Summary, Item B: Related Sections:
Add:
5. Unit Prices: Section 01026
6. Landscaping: Section 02900
Part 1-General
Add:
1.07 Unit Pricing
A. Method of Measurement
1. Excavation: When payment is specified on a volume basis
all accepted excavation and borrow shall be measured in its
original position by cross sectioning the area excavated.
2. Overexcavation: These measurements will include
authorized excavation of rock, shale, muck, or other
unsuitable material. All accepted stripping shall be
measured in stock piled locations by cross sectioning.
3. Controlled backfill: Quantities will be computed to neat
lines 18 inches outside and parallel to the outline of the
revised foundation plan or as shown on the plans.
B. Basis of Payment:
1. Bed Course Material & Filter Course material:
Compaction, water, hauling, and all other work necessary
to complete the above items will not be measured and paid
for separately but shall be included in the work.
Part i-General
1.05, Item A.
Delete:
"See document 00200 Information Available to Bidders"
Add:
"Refer to soils report mentioned in section 02010 for test hole
information"
Part 2 - Products
Delete:
2.01 TOPSOIL, Item A in its entirety
Change:
2.02 to read 2.01
Part 3 - Execution
Delete:
3.09 Placing Topsoil, Item A in its entirety (cont.)
3 of 23
Change:
3.10 to read 3.09
3.11 to read 3.10
Section 02511 ASPHALTIC CONCRETE PAVING
Part 1-General
1.01 Summary, Item A: Section Includes:
Delete:
4."Concrete Parking Blocks"
Section 03300 CAST-IN-PLACE CONCRETE
Part 2-Products
2.03 Concrete Mix Types, Mix C
Delete:
"Grade beams"
Add:
"Foundation walls and Footings"
Section 09510 ACOUSTICAL CEILINGS
Part 2-Products
2.02 Lay-in panels / grid
Delete:
"Tegular lay-in system"
Add:
"Flush lay-in panel system"
DRAWINGS
Sheet SD1.0 Site Plan
Add note to Material Legend for Asphalt:
"See also detai124/SD1.1"
Add note at west side between existing asphalt and new concrete paving:
"Apply joint filler and sealant at joint between asphalt areas and new
concrete per specifications."
Sheet SD1.1 Site Details
Detail 10/SD1.1 - Change sign shape:
Sign type "D" to be octagon shaped not hexagon.
Detail 20/SD1.1 - Precast cap dimensions to be:
10" wide by 2" thick by length on plans indicated
Sheet C1.1 Erosion Control Plan
Add the following note under grading and erosion control notes:
"West 32"d Ave. and Chase Street Public improvements shall be
maintained by the respective individual(s) and/or company responsible for
the construction of that public and/or private improvement in the Wheat
4 of 23
Ridge Library Renovation Project on a daily basis, or as needed, such that
they are free of mud and other construction debris tracking from the site."
"Failure to comply with this requirement will result in the enforcement of
article 1, specified nuisances section 15-21 (3) of the Wheat Ridge code of
Laws."
Add note: "Reference sheet C13 for all erosion control details"
Sheet A2.1 Reflected Ceiling Plan
Add note to Skylights (altemate no. 1):
"Skylight dimensions to be 4'-2" wide by 8'-0" long each. There are six
panels with these dimensions. Manufacturer to verify actual dimensions
with structural roof framing plan sheet 52.1 and roof detail on sheet A4.1"
Delete:
Extra steel welding note found at detail 11/A2.1
Change:
Gutter width to be 4" not 5" at details 11/A2.1 & 9/A2.1
Sheet A3.1 At details: 15/A3.1, 28/A3.1, 29/A3.1:
Change 5/8" O.S.B. reference to read:
" 5/8" type `x' gypsum wallboard"
At details: 21/A3.1, 27/A3.1:
Change 5/8" O.S.B. reference at inner layer to read:
" 5/8" type `x' gypsum wallboard"
At detai129/A31:
Change'/<" plywood to read:
" < 5/8" O.S.B"
Sheet A4.1 Roof Plan:
See attached sketch RO1 for a new detail references to roof plan.
See attached sketch R02 for a new roof detail 19/A4.1
See attached sketch R03 for a new roof detail 32/A4.1
Sheet A5.1 Site Plan
7/A5.1 East Elevation:
Add new through-wall overflow scupper, detai128/A4.1, to east elevation
approximately 30" to the south of the conductor head shown. Invert
elevation of the new scupper to be 2" higher than invert elevation of
conductor head.
3/A5.1 West Elevation & 11/A5.1 South Elevation:
Along top and bottom of brick banding: Add note:
"Stucco finish to receive a J-edge mold trim to be placed within'/o" of the
brick band. Seal joint with sealant."
5 of 23
Sheet E3.1 Power Plan
Please add the following to the Fire Alarm system for the project:
1. Provide one smoke detector in each of the following rooms;
Receiving Room 100, General Storage Room 104, Men's Room
105, Women's Room 107, and Book Drop Room 108. The
Electrical contractor shall coordinate new devices with the existing
addressable fire alarm system being installed by the owner. New
devices shall maintain UL Listing, and shall be NFPA'72
compliant. Provide all the necessary wiring and programming as
required.
2. Provide duct smoke detectors for roof top unit "RTU-1" in all
supply and retum ducts - Detector quantity: 2(Refer to sheet M2.0
for duct quantities and locations and RTU-1 location). Electrical
contractor shall coordinate new devices with the existing
addressable fire alarm system being installed by the owner. New
devices shall match existing, maintain UL Listing, and shall be
NFPA 72 compliant. Provide all the necessary wiring and
programming as required.
6 of 23
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9 of 23
FROM : Jeffco Construction Mdnagement PHONE N0. : 303 271 5099 Feb. 16 1999 69:38AM P3
Wheat Ridge Library Impmvements 01400 -1
SECTION 01400
QUALTTY CONTROL SERVICES
1.0 $ELATED DOCITMFNTS;
Drawings and general provisions of the Construction Contract, and other Division 1
Specifi¢ation Sections, apply to work ofthis section.
1.1 &i[HMAgy~.
A. This Section specifies administrative and procedural requirements for qutility control
services.
B. Quality contro] services include inspections and tests and related actions including reports,
performed by independent agencies, goveming authorities, and the Contractor.
C. The Owner, Contractor and/or his sub-contractors shall provide such equipment and
facilities as the Testirtg Agency may require for conducting field tests and for collecting
and fonvarding samples. The Contractor shall not use any materials or equipment
represented by samples until tests, if required, hava been made and the. materials or
equipment found to be acceptable. Any product which becomes unfit for use after
acceptance shall not be incorporated into the work.
D. Al1 materials or equipment proposed to be used may be tested at any time during their
preparation or use. The Contractor shall furnish the required samples without eharge and
shall coordinate testing with the Owner, Engineer and Testing Agency to allow suf&cient
time for testing before placing orders or starting work. Products may be tested prior to
shipment or after being received at the job site.
E. Tests shal( be mada by an accredited testing agency with a minimum of 5 years experience
in the specific type of testing to be performed. Except as othenvise provided, sampling
and testing of all materials and the laboratory methods and testing equipment shail be in
accordance with the latest standazds and tentative metho8s of the American Society for
Testing 2daterials (ASTTvI).
F. Where additional or specific information concerning testing methods, samples sizes, etc.,
is required, such informadon is included under respective sections of the Specifications.
Any modification of, or elaboration on, these test procedures which may be included £or
specific materials under their respective secdons in the Specifications shall take
precedence overthese procedures.
10 of 23
FROM : Jeffco Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:36RM P4
01400 - 2
1.2 ('ONTRACTOR TESTINREpiliRFTENT :
A. G.eneral: The following testing shall be performed at the expense ofthe Contractor
installing the material being tested:
1. Material or Method Substitution: Any tests of basic material, fabrication equipment
or method offered as a substitute for specified items or methods on which a test may
be required in order to prove its compliance with the specifications.
2. Product PerFocmance Verification: The supplier ofproducts specified based on
perfomzance criteria shall, at the request ofthe Ovvner or responsible consultant,
inspect the installed product and certify conformance ofthe product to specified
criteria under the installed conditions.
3. See respective Speci6cation sections for specific testing requirements.
B. Retesting: The Contractor is responsible for retesting where results of requiced
inspections, tests or simi[ar services prove unsatisfactory and do not indicate comp.liance
with Contract bocument requirements, regardless ofwhether the original test was the
Contractor's responsibility.
1. Cost of retesriq,e construction revised or replaced by the Contractor is the
Contractor's responsibility, where required tests ware performed on original
construction. The Owner shaU pay for re~test charges and backcharge the
Contractor for applicable costs.
C. Correcrive Measures resulting from any test that fails shall be paid for by the, installing
contractor and shall be subject to the following conditions:
1. Quantity and nature of additional testing, if required, will be determined by the
responsible consultant.
2. All additional tests sfiall be taken in the presence of the responsible consultant or his
representative.
3. Proof of noncompliance will make the installing contractor liable for any conective
action which the responsible consultant feels is prudent, including complete removal
and replacement ofdefective material.
D. Associated Services: The Contractor shall cooperate with agencies perForming required
inspec6ons, tests and similar services and provide reasonable auxiliary services as
requested. The Contractor is responsible for scheduling times for ins.pections, tests, taking
samples and similar acGvities. Notify the agency sufficiently in advance of operations to
pernvt assignntent of personnel. Auxiliary services required include but are not limited to:
11 oF23
FROM : Jeffco Construction Mandgement PHONE N0. : 303 271 5099 Feb. 16 1999 09:39RM PS
01400 - 3
i. Providing aCCess to the Work and fumishing incidental labor and facilities necessary
to faciGtate inspections and tests.
2. Taking adequate quanrities ofrepresentative samples of materials that require testing
or assisting the agency in taking samples.
3. Providing faciGties for storage and curing of test samples, and delivery of samples to
testing laboratories.
4. Providing the agency with a preliminary design miac proposed for use for materials
mnces that require control by the testing agency.
5. Security and protection of samples and test equipment at the Project site.
E. Coqnty Responsibilities: The Owner will provide inspections, tests and similar quality
control 'services specified to be performed by independent agencies and not by the
Contractor, except where they are specifically indicated as the Contractor's responsibility
or are provided by another identified entity.
1. The County wilt employ and pay for the services of an independent agency, testing
laboratory or other qualified Srm to perform services which are the County's
responsibility.
F. Nothing contained herein is intended to imply that the installing contractor does not have
the right to have tests performed on any material at a»y time for his ovm information and
job control so Iong as the County does not assume responsibility for costs or for giving
thetn consideration when appraising quality qf materials.
1.3 COTTTRA TOR'S QUALTTY GONTROL. SYSTEM;
A. The Quality Control System is the means by which the Contractor assures himselfthat
construction complies with the requirements of the Contract Documents. Control shall be
adequate to cover all constniction operations and keyed to proposed construction
schedule.
B. Establish system to perform sufficient inspection and tests of all items of work, including
that of subcontractors, to ensure conformance to the Contract Documents for materials,
workmanship, constructiort, finish, functional performance and identification.
C. Control System: Establish for all construction except where Contract Documents provide
for specific compliance tests by testing laboratories or engineers employed by the Owner.
D. Quality (''qntrol Plan Shall Tnclud :
1. Personnel, procedures, instructions, and records to be used.
12 of 23
FROM : JeFCco CanStruction Mdndgement PHONE N0.
303 271 5099 Feb. 16 1999 09:39AM P6
01400 - 4
2. List of control tests which Contractor understands he or his subcontractors are to
perform.
3. Procedures for reviewing and approving all Shop Drawings, product Data, Samples
or other submittals before submission to Architect.
4. Method ofdocumenting quality control operation, inspection and testing including
samples ofproposed forms.
E. Records: Maintain cotrect tecords on appropriate form for all inspections and tests
pecformed, instructions received from Architect and actions taken as a result of those
instructions.
Include evidence that required inspections or tests have been performed (including
type and number of inspections or tests, nature of de£ects, causes for rejection, etc.)
Proposed or directed remedial action, and corrective action taken.
2. Document inspections and tests as required by each section of SpeciScations.
1.4 WR_TTTEN RFPORTS:
A. The independent testing agency shall submit a certified written report of each inspection,
test or similar service, as follows:
1 copy - Geneial Contractor
1 copy - Applicable Supplier or Subcontractor
1 copy - Applicable Engineer
1 copy - Architect
1 copy - Jefferson County Consteuction Management Department
Other copies as directed
B. The Testing agency shali submit written reports of all inspections on a weekly basis. Daily
preliminary field reports shall be submitted to the Contractor and the Owncr's field
personnel.
1. Submit additional copies of each written report directly to the goveming authority,
when the authority so directs.
a. Report Data: Written reports of each inspection, test or similaz service shall
include, but not be limited to:
1. - Dateofissue.
2. Project title and number.
3. N'ame, address and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
13 of 23
FROM : Jeffco ConStruction Mdnagement PHONE N0.
303 271 5099 Feb. 16 1999 09:40RM P7
01400 - 5
5. Names of individuals making the inspection or test.
6. Designation of the Work and test method.
7. Identification of product and Specification Section.
8. Complete inspection or test data.
9. Test results and an interpretations of test results.
10. Ambient conditions at the time of sample-taking and testing. .
11. Commenis or professional opinion as to whether inspected or tested
Work complies with Contract bocument requirements.
12. Name and signature of laboratory inspector.
13. Recommendations on retesting.
3. Test reports shall include a description of deficiencies noted, and corrective action
undertaken to resolve such deficiencies.
4. Deficiencies observed shall immediately be brought to the attention ofthe
Contractor's field superintendent, and trade foceman, as well as the Architect. In the
event deficiencias are not conected, or if an interpretaGon of the contract
documents is required, the Testing Agency shall immediately notify the responsible
consu[tant.
5. The Testing Agency shall maintain a deficiency list of all items not corrected and
shall reinspect the area after the deficiency has been corrected. The list shall include
a description of the de$ciency, the date and time the deficiency was observed, who
was noti&ed, the date of reinspection, and description of corrective action taken.
6. At the end of the project the Testing Agency shalt submit a final signed report
stating whether the work tested and inspected conforms to the contract documents.
C.
1. Specific Testing Agency testing and inspection requirements are contained in the
following Specificafion sections and as follows:
a.
02200
$arthwork
b.
02517
Asphaltic Concrete Paving
c.
02528
Concrete Curbs and Sidewalks
d.
03300
Cast-in-Place Concrete
e.
04100
Mortaz
f.
04200
Unit Masonry
g.
05100
Structural Steel
h.
05310
Steel Deck
1.
05400
Cold Formed Meta1 Framing
j.
05500
Metal Fabrications
D. 8oil Material and 4oil nmpa_ctio ;
14 of 23
FROM : Jeffco Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:40AM P8
01400 - 6
1. Soil Materials:
a. The Testing Agency wi11 prepare one optimum moisture-maximum density
curve for each type of soii encountered in subgrades under paved areas or
areas to receive compacted fill. Maximum densides are to be determined in
accordance ASTM D698 for clay soil with a p(asticity index o£20 or more.
b. Each type ofborrow material will receive, as applicable:
1. Mechanical analysis
2. Moisture-density curve detemunation
3. Plasticity index determination
4. Gradation analysis
2. Compacted Fill: The Contractor shall obtain the Geotechnical Engineer's approval
of inethod of placing and compacting before starting compacted fil( or backfill
placement.
The following tests as speciSed below shall be made at the County's Expense:
a. The top 12 inches of subgrade resulting from excavarion shall have the
maximum density at optimum moisture speci&ed herein. Ivlake at least one
fietd density test oFthe subgrade for every 5000 squaze feet of azea, but in.no
case less than three tests.
b. In each compacted fill layer, make one field dansity test for every overlaying
5000 square feet of azea, but in no case less than three tests. Perform fiefd
density tests in accordance with ASTM D1556, A,STM D2167 or ASTM
D2922.
C. Areas supporting buIlding structure and siabs, make one field density test for
every 1000 square feet of area.
d. The relative density of a cohesion less, free-draining soil, expressed as a
p.ercentage, is defined as its state of compactness with respect to the most
loose and most compact states at which it can be placed by laboratory
procedures. The relative density will be based on the following formula,
wherein the maximum density is the highest dry unit weight o£the soil,
minimum density is lowest dry weight of the soil and in-place density is the
dry unit weight of the soil in place;
15 of 23
FROM : Jeffco Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:41RM P10
01400 - 8
4. Making curing and subsequent handling of test cylinders, except as
modified herein, shall be in accordance with ASTM C31. Testing shall
be in accordance with ASTM C39.
5. The cylinders shall be placed in laboratory storage under moist wring
conditions at apprWcimately 70 degrees F. Within 24 hours after
molding and maintained therein until tested. Tests will be as follows:
One cylinder shall be tesfed at 7 days for information.
Two cylinders shall be tested at 28 days for acceptance. The acceptance
test results shall be the average strength of these two cylinders.
One cylinder shall be tested at 56 days if previous tests indicate the
strength may be lower than specified.
c. Test Reports: Reports of cylinder tests shall be submitted as specified herein
within five days of laboratory testing. Test reports shall, as a minimum,
include:
1. Project data including project name and address, concrete supplier,
supplier's de(ivery ticket number and mix identification number. Testing
A,qency's test date or cylinder identification number and location of
pour.
2. Resuits of field testing at time of sampling including date and time of
sampling, amount of water added at site prior to sampling, ambient air
temperature, concrete temperature, concrete slump, air content and
concrete wet unit weight. Include time concrete was batched.and time
when placement was finished. Include specification limits for concrete
tetuperature, slump, air content and indicate whether the sample
confotms to these limits.
Results of laboratory testing including date test specirnens were
transported to laboratory, date and age of concreta at.time oftesting,
compressive strength of each cylinder tested, average compressive
strength of tested cylinders and specific design strength of concrete
represented by the test.
d. Additional Testing: Contractor shall bear the cost oftesting and inspection
resulting as a consequence of the following:
Work not in compliance with the Contract Documents.
17 of 23
FROM : Jeffco Construction Management PHONE N0.
303 271 5099 Feb. 16 1999 09:42RM P11
01400 - 9
1 Testing requested by ihe Contractor or Subcontractor such as additional
cylinders for early breaks, etc.
3. Testing to verify the adequacy of work done without prior notice,
without proper supervisidn or contrary to standard construction
practice.
F.
Structural Steel, Metal Fabrications and Assemblias Embedded in Concrete:
1. Tndependent Testing Agency Services:
a. Field inspection by the Testing Agency of erected steei will be such as to
assure that the work conforms to specified requirements and wiU include:
1. Tnspection offield welding as required herein.
2. Ascertainment of proper fit and alignment.
Ascertainment of proper installation and tensioning of 6olts.
b. Welding and Materials:
1. Inspection of welding by the Testing Agency will be such as to assure
that the work conforms to specified requirements and will include:
(a.) Ascertainment that electrodes used for manual shielded metal-arc
welding and the electrodes and flux used for submerged arc
welding conform to the requirements herein.
(b.) Ascertainment that the approved welding procedure and the
approved welding sequence are followed without.deviation, unless
specific approval for change is obtained &om the Structucal
Engineer.
(c.) Ascertainment that the welding is performed only by weldirg
operators and welders who are properly certified. The Testing
Agency shall wihness sueh qualification testing ofwelding
operators and welders, as may be required.
(d.) Ascertainment that the fit-up, joint preparation, size, contour,
extent ofreinforcement, length and location ofwelds conform to
specified requirements and the contract drawings, and that no
speci6ed welds aze omitted or unspecified welds added without
approval ofthe Structural Engineer.
18 of 23
FROM : Jeffco Construction Mandgement PHONE N0. : 303 271 5099 Feb. 16 1999 09:42RM P12
01400 -10
c. Bolted Connections: Visually inspect a11 bolted connections to ascertain that
all bolts, nuts and required washers have been installed and are ofproper type
and that a(I faying surfaces have been brought into snug contact. Verify the
specified surface preparation of the faying surface has been correctly prepared.
Vecify threads aze excluded from the shear plane for all bolts so specified.
Randomly test 30% (min,) of connections for torque and tension.
H. Metal7oists:
1. The Testing Agency sfiall inspect field welds and field bolts in metal joists.
2. Following joist erection, and prior to covering with other materials, the Testing
Agency shall inspect all joists for the £ollowing:
a. Kinks, bends or other damage
b. Proper location, alignment of all joists and joist bridging.
c. Visual examination of all welds, joist supports and welds for bridging
connections.
3. The Testing Agency shal] immediately report any deficiencies uncovered to the
Contractor, Architect and Structurat Ergineer.
4. The Contractor shall correct all deficiencies in a manner acceptable to the Architect
and Structural Engineer befoce proceeding with the work.
1.5 OTfMlt TESTING AND REOi TTRIFMENTS
A. Tfrequired, the following testing shall be pe[formed at expense of the General Contractor
or subcontractor installing the material to be tested:
Tests on mechanical or electrical systems required to ensure their proper installation
and operation.
2. Any other tests required that are not performed by the Owner's testing agency.
3. Any additional tests required because of any tests that fail subject to following
conditions:
a. Quantity and nature of tests will be determined by Architect.
b. Tests: taken in presence of Architect.
19 of 23
FROM : JePPco Construction Mana9ement PHONE N0. : 303 271 5099 Feb. 16 1999 09:43RM P13
01400 - I 1
c. Proof of non-compliance will make Contractor liable for corrective action
which Architect feels is prudent including complete removal and replacement
~ of defective material.
4. Matetial Substitution: Any tests of material or equipment offered as substitute for
specified item on which test may be required in order to prove its compliance cvith
Specifications.
B. Contractor may have tests performed on material and equipment for his own infomiation
and job controi so long as Owner does not assume responsibility for costs or for giving
them consideration when appraising quality of materials.
C. Contractor shall cooperate with Testing Agency personnel and shall furnish tools, samples
of materials, design mixes, equipment and assistance as requested.
D. Contractor shall provide and maintain, for the sole use of the Testing Agency, adequate
facilities for the safe storage and proper curing of concrete test cylinders on the: projeet
site for the Srst 24 hours after casting as required by ASTM C31, lviethod of Making and
Curing Concrete Test Specimens in the Field.
E. Retention of an independent Tesfing Agency by the County shall in no way relieve the
Contractor of responsibility for performing all work in accordance with contract
requirements. '
1.6 MAIR AND PROTEG
A. General: Upon completion of inspection, testing sample-taking and similar services,
repair damaged construction and restore substrates and finishes to eliminate de6ciencies,
including deficiencies in visual quafities of exposed finishes.
PART 2- PROD T.T (Not Applicabie)
P_ART 3 - F.XF_CiJTTnN (Not Applicable)
END OF SECTION 01400
m:~vup~~caxmfpn\wrli6~dmenrnA139
20 of 23
WIiEAT RIDGE LIBRARY IMPROVEMENTS
PROPOSALSHEET
BID page 1 of 2
-1 BASE BID
BIDDING $ TOTAL BASE BID AMOUNT not to exceed for all
> labor, equipment and materials required for ihe goods and/or services as specified herein.
-1 ALTERNATES
1. ADD SKYIdGHT
BIDDING $ ADDTTIONAL AMOiJN'P not to exceed for all
labor, equipment and materials required for the goods and/or services as specified herein.
-i UNIT PRICES
1. UNCLASSIFIED EXCAVATION
BIDDING $ per cubic yazd ADDTTIONAL AMOUNT not to exceed for all
labor, equipment and materials required for the goods and/or services as specified herein.
2. CONTROLLED BACKFII,L
BIDDING $ per cubic yard ADDTTIONAL AMOUNP not to exceed for all
labor, equipment and materials required for the goods and/or services as specified herein.
Nate: Unit prices are intended to be the 6asis for pcryment oJadditians or delelions to the
workshown in !he Bid Documents and included in the base bid amount above.
PERiOD OF PERFORMANCE
Contractor shall begin work as set forth in the notice to proceed.
-fi BIDDING CALENDAR DAYS to complete project as specified herein after receipt of the Notice
to Proceed.
ATiTHORIZED REPRESENTATIVE
Indicate the name of the Contractor's Authoriz.ed Representative who will be assigned to this project
Name and Title
No[e: JeJferson County Public Library reserves the right to approve/reject arry proposed project team lhat
diJjers from the team submi[1ed with your firms prequalification statemenl.
BONDSANDINSURANCE
Prior to performing eny activity on this project, the successful contractor and any subcontractor shall be required to fwnish
the County with a labor and material bond and a separate perfocmance bond, each in an amount equal to 100% of their
proposed contract amount, or ofher security deemed acceptable by the County in its sole discretion, as guazantee for the
performance of ihe Work.
The successful Contractor and all subcontractors shall be required to furnish the County with certificates of insurance for the
incurance types and limits as detailed on Contract exhibit "B", prior to perFomring any activity on this projeck Jefferson County Public Library, Colorado shall be the Certiflcate Holder and Jefferson County Public Library, Colorado
end Jefferson County, Coloredo shall be added as an Additional Insured ro all Commercial General Liebility, Automobile
Liability and Excess Liability policies Please note, evidence of insurance is not reguired at this dme.
page 21 of 23
WHEAT RIDGE LIBRARY IMPROVEMENTS
PROPOSAL SFIEET
BID page 2 of 2
Notice to proceed shall not be issued and no work shall commence until receipt acceptable cer[ificates of insurance and
bonds required herein.
ItEGJIRED SUBMITTAIS CHECKLIST
The following documents must be rehuned with your proposal. Non-responsive and incomplete submittals may be deemed
cause for rejectioa
Place a check ) against each document submitted
U 1. This completed and signed original proposal sheet (and three additional copies.)
2. Proposal Guazanty (bid bond).
3. Complete Acknowledgment of Receipt of Addenda.
EXCEPTIONS
Print the words "NO EXCEPTIONS" here if there are no exceptions taken to any of the
terms, conditions, or specifications of these bid documen4s. If there aze exceptions taken to any of the teans, conditions, or
specifications of these bid docwnents, they must be clearly stated on a separate sheet of paper, attached to this bid sheet, and
returned to Jefferson County. (Reference General Information Item 11.)
BIDDER 1NFORMATION
Company Name: EIN:
Phone Number: Fax Number:
Company Address:
Authorized Signature: Date:
Printed Name and Title:
SUBCONTRACTOR INFORMATION
If awerded a contract for this project, the General Contractor agees to employ the following subcontractors:
MECHAHICAL
ELECI'RICAL
page 22 of 23
WHEAT RiDGE LIBRARY IMPROVEMENTS
ACKNOWLEDGMENT OF RECEIPT OF ADDENDA
Your acknowledgment of any addendum issued for this Invitation must be noted by signing below. This will serve as your
acknowledgment lhat these clarifications/revisions have been taken into consideration during the preparation of your bid.
Addendum Number:_ Date: Acknowledged by:
AddendumNumber:_ Date: Ac}nowledged
Addendum Number:_ Date: Acknowledged
Addendum Number:_ Date: Aclanowledged
Addendum Number._ Date: Aclmowledged
Addendum Number:_ Date: Acknowledged by:
Addendum Number Date: Ac}nowledged
page 23 of 23
-Hagen_• Carneron-
-
,qrchitecturez PC ~
master planning • concept design • architecture
1840 Deercreek Roatl, Suite 200
Monument, Colorado 80732
(719) 488-0883
FAX (779) 488-1154
ADDENDUM NLJMBER ONE
to
BIDDING AND CONTRACT DOCUMENTS
For the
WHEAT RIDGE LIBRARY
ADDITION AND RENOVATION PROJECT
February 17, 1999
Architect: Hagen.Cameron Architecture, PC
1840 Deercreek Road, Suite 200
Monument, Colorado 80132
PH (719) 488-0883 FX (719) 488-1154
THE FOLLOWING shall become as fully a part of the above named Bidding and Contract Documents as if
included and shall take full and complete precedence over anything stated or shown to the contrary in
them.
ACKNOWLEDGEMENT: Each bidder shall indicate in the place provided on the Bid Form
acknowledgement of receipt of this Addendum.
EACH AND EVERY BIDDER, subcontractor, and material supplier shall be responsible for reading each
and every item in this Addendum to ascertain the extent and manner it affects the work in which he/she is
interested.
The Addendum items may not be listed in the same order that they occur on the Drawings or in the Project
ManuaL
1 of 23
BIDDING INFORMATION
Reference INVITATION TO BID - BID DOCUMENTS
Add the following to the first paragraph:
"A limit of five (5) sets of plans may be picked up and secured with a
deposit by each pre-qualified General Contractor. Anangements may be
made to purchase additional sets of plans at a price of $50.00 per set."
Reference INVITATION TO BID - OUESTIONS
Revise the paragraph to read as follows:
"QUESTIONS AND SUBSTITUTIONS:
All questions and substitutions must be submitted in writing to the address
indicated in the DELIVER TO section below or FAX 303-271-5099.
Date: February 25, 1999
Time: 11:OOAM Questions or substitutions received after this
time will not be accepted
(Refer to 01600 MATERIAL AND EQUIPMENT, section 103-B for
substitution request procedures)
Reference BID FORM
Delete previous Bid Form distributed by the Owner. Use new Bid Form on
colored paper distributed by owner on 2-18-99.
"New Bid form will have two new spaces which will require the GC
indicate and identify who he will employ for the major Mechanical and
Electrical subcontract work."
SPECIFICATIONS
Section 01010 SUMMARY OF WORK
Add the following Subsection:
112 CODES
A. Obtain all permits, inspections, approvals and certificates
required by law. Conform to all laws, ordinances, rules, and
regulations applicable to the location of the project.
1. The Owner will apply for and pay for the General
Building Permit and any water and sewer tap fees
which may be required. The Contractor is required
to pay for any reinspection fees. Procurement and
payment for all other fees and permits required on
sub-contractor work, inspections, etc. shall be the
responsibility of the contractor.
B. Publication Dates: Comply with codes and standards in
effect at the date of the Contract Doctunents, except where
a standard of a specific date or edition is indicated.
2 of 23
Section 01400 QUALTTY CONTROL
Delete: Specification Section 01400 in its entirety
Add: New revised Specification section 01400 QUALITY CONTROL
SERVICES attached
Section 02200 EARTHWORK
Part 1-General
1.01 Summary, Item B: Related Sections:
Add:
5. Unit Prices: Section 01026
6. Landscaping: Section 02900
Part 1-General
Add:
1.07 Unit Pricing
A. Method of Measurement
1. Excavation: When payment is specified on a volume basis
all accepted excavation and borrow shall be measured in its
original position by cross sectioning the area excavated.
2. Overexcavation: These measurements will include
authorized excavation of rock, shale, muck, or other
unsuitable material. All accepted stripping shall be
measured in stock piled locations by cross sectioning.
3. Controlled backfill: Quantities will be computed to neat
lines 18 inches outside and parallel to the outline of the
revised foundation plan or as shown on the plans.
B. Basis of Payment:
l. Bed Course Material & Filter Course material:
Compaction, water, hauling, and all other work necessary
to complete the above items will not be measured and paid
for separately but shall be included in the work.
Part 1-General
1.05, Item A.
Delete:
"See document 00200 Information Available to Bidders"
Add:
"Refer to soils report mentioned in section 02010 for test hole
information"
Part 2 - Products
Delete:
2.01 TOPSOIL, Item A in its entirety
Change:
2.02 to read 2.01
Part 3 - Execution
Delete:
3.09 Placing Topsoil, Item A in its entirety (cont.)
3 of 23
Change:
3.10 to read 3.09
3.11 to read 3.10
Section 02511 ASPHALTIC CONCRETE PAVING
Part 1-General
1.01 Summary, Item A: Section Includes:
Delete:
4."Concrete Pazking Blocks"
Section 03300 CAST-IN-PLACE CONCRETE
Part 2-Products
2.03 Concrete Mix Types, Mix C
Delete:
"Grade beams"
Add:
"Foundation walls and Footings"
Section 09510 ACOUSTICAL CEILINGS
Part 2-Products
2.02 Lay-in panels / grid
Delete:
"Tegular lay-in system"
Add:
"Flush lay-in panel system"
DRAWINGS
Sheet SD1.0 Site Plan
Add note to Material Legend for Asphalt:
"See also detai124/SD1.1"
Add note at west side between existing asphalt and new concrete paving:
"Apply joint filler and sealant at joint between asphalt areas and new
concrete per specifications."
Sheet SD1.1 Site Details
Detail 10/SD1.1 - Change sign shape:
Sign type "D" to be octagon shaped not hexagon.
Detail 20/SD1.1 - Precast cap dimensions to be:
10" wide by 2" thick by length on plans indicated
Sheet C1.1 Erosion Control Plan
Add the following note under grading and erosion control notes:
"West 32"d Ave. and Chase Street Public improvements shall be
maintained by the respective individual(s) and/or company responsible for
the construction of that public and/or private improvement in the Wheat
4 of 23
Ridge Library Renovation Project on a daily basis, or as needed, such that
they are free of mud and other construction debris tracking from the site."
"Failure to comply with this requirement will result in the enforcement of
article 1, specified nuisances section 15-21 (3) of the Wheat Ridge code of
Laws."
Add note: "Reference sheet C1.3 for all erosion control details"
Sheet A2.1 Reflected Ceiling Plan
Add note to Skylights (alternate no. 1):
"Skylight dimensions to be 4'-2" wide by 8'-0" long each. There are six
panels with these dimensions. Manufacturer to verify actual dimensions
with structural roof framing plan sheet S2.1 and roof detail on sheet A4.1"
Delete:
Extra steel welding note found at detail 11/A21
Change:
Gutter width to be 4" not 5" at details 11/A2.1 & 9/A2.1
Sheet A3.1 At details: 15/A3.1, 28/A3.1, 29/A3.1:
Change 5/8" O.S.B. reference to read:
" 5/8" type `x' gypsum wallboard"
At details: 21/A3.1, 27/A3.1:
Change 5/8" O.S.B. reference at inner layer to read:
" 5/8" type `x' gypsum wallboard"
At detai129/A3.1:
Change'/4" plywood to read:
" 5/8" O.S.B"
Sheet A4.1 Roof Plan:
See attached sketch RO1 for a new detail references to roof plan.
See attached sketch R02 for a new roof detail 19/A4.1
See attached sketch R03 for a new roof detai132/A4.1
Sheet A5.1 Site Plan
7/A5.1 East Elevation:
Add new through-wall overflow scupper, detai128/A4.1, to east elevation
approximately 30" to the south of the conductor head shown. Invert
elevation of the new scupper to be 2" higher than invert elevation of
conductor head.
3/A5.1 West Elevation & 11/A5.1 South Elevation:
Along top and bottom of brick banding: Add note:
"Stucco finish to receive a J-edge mold trim to be placed within %4" of the
brick band. Seal joint with sealant."
5 of 23
Sheet E3.1 Power Plan
Please add the following to the Fire Alarm system for the.project:
1. Provide one smoke detector in each of the following rooms;
Receiving Room 100, General Storage Room 104, Men's Room
105, Women's Room 107, and Book Drop Room 108. The
Electrical contractor shall coordinate new devices with the existing
addressable fire alarm system being installed by the owner. New
devices shall maintain UL Listing, and shall be NFPA 72
compliant. Provide all the necessary wiring and programming as
required.
2. Provide duct smoke detectors for roof top unit "RTU-1" in all
supply and return ducts - Detector quantity: 2(Refer to sheet M2.0
for duct quantities and locations and RTU-1 location). Electrical
contractor shall coordinate new devices with the existing
addressable fire alarm system being installed by the owner. New
devices shall match existing, maintain UL Listing, and shall be
NFPA 72 compliant. Provide all the necessary wiring and
programming as required.
6 of 23
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9 of 23
FROM : Sef{co Construction Mandgement PHONE N0. : 303 271 5099
Wheat Ridge Library Tmprovements
Feb. 16 1999 09:38RM P3
olaoo - i
SECTION 01400
QUALTTY CONTROL SERVICES
1.0 R_F,T A'_r'F?D DOCiMENTS;
Drawings and general provisions ofthe ConsWction Contract, and other Division 1
Specification Sections, apply ta work ofthis section.
1.1 . iMNtARY•
A. This 5ection specifies administrative and procedural requirements for quality control
services.
B. Quality control services include inspections and tests and related actions including reports,
performed by independent agencies, governing authorities, and the Contractor.
C. The Owner, Contraetor and/or his sub-contractors shall provide such equipment and
facilities as the Testing Agency may require for conducting field tests and for collecting
and forwarding samples. The Contractor shall not use any materials or equipment
represented by samples nntil tests, if required, hava been made and the. materials or
equipment found to be acceptable. Any product which becomes unfit for use after
acceptance shali not be incorporated into the work.
D. All materials or equipment proposed to be used may be tested at any time during their
preparation or use. The Contractor shall furnish the required samples without eharge and
shall coordinate testing with the Qwner, Engineer and Testing Agency to allow sufficient
time for testing before placing orders or starting work. Products may be tested prior to
shipment or after being received at the job site.
E. Tests shalt be made by an accredited testing agency with a minimum of 5 years experience
in the specific type of testing to be performed. Except as othenvise provided, sampling
and testing of all materials and the laboratory methods and testing equipment shail be in
accordance with the latest standazds and tentative methods of the American Society for
Testing Materials (ASTIV).
F- Where additional or specific inforrnation concerning testing methods, samples sizes, etc.,
is required, such informadon is included under respective sections ofthe Speei£ecations.
Any modification of, or elaboration on, these test procedures which may be included for
specific materials under their respective sections in the Specifications shalt take
precedence over these procedures.
10 of 23
FROM : JefFCO Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:38RM P4
01400 - 2
1.2 CnNTRACTOR'r'R TINCREOT7iRFnENTS;
A. G.eneral: The following testing shail be performed at the expense of the Contractor
installing the material being tested:
1. Material or Method Substitution: Any tests of basio material, fabrication equipment
or method offeted as a substitute for specified items or methods on which a test may
be required in order to prove its compliance with the specifications.
2. Product Performance Verification: The supplier ofproducts specified based on
performance criteria shall, at the request ofthe Owner or responseble consultant,
inspect the instailed product and certify conformance ofthe product to specified
criteria under the installed conditions.
3. See respeCtive SpeCification sections for speCific testing requirements.
B. Retesting: The Contractor is responsible for retesting where results of requised
inspections, tests or simi[ar services prove unsatisfactory and do not indicate compliance
with Contract Document requirements, regardless ofwhethec the original test was the
Contractor's responsibility.
Cost of retesting construction revised or repiaced by the Contractor is the
Contractor's responsibility, where required tests were performed on original
construc6on. The Owner shaU pay for ra-test charges and backcharge the
Contractor for applicable costs.
C. Corrective Measures resulting from any test that fails shall be paid for by the, installing
contractor and shall be subject to the foilowins conditions:
Quantity and nature of additional testing, if required, wil] be detemuned by the
responsible consu(tant.
2. AIl additional tests shall be taken in the presence of the responsible consultant or his
representative.
Proof of noncompiiance will make the instalJing contractor liable for any corrective
action which the responsible consultant feels is prudent, including complete removal
and replacement ofdefective material.
D. Associated Services: The Contractor shall Cooperate with agencies performing raquired
inspections, tests and similar services and provide reasonable auxiliary services as
requested. The Contractor is responsible for scheduling times for inspections, tests, taldng
samples and similar activities. Notify the agency sufficiently in advance of operations to
pemrit assignment of personnel. Auxiliary services required include but are not limited to:
11oF23
FROM : Jef£co Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:39RM P6
01400 - 4
2. List of contro] tests which Contractor understands he or his subcontractors are to
perform.
3. Procedures for reviewing and approving all Shop Drawings, product Aata, Samples
or other submittals before submission to Architect.
4. Method oFdocumenting quality control operation, inspedion and testing including
samples of proposed forms.
B. Records: Maintain cotrect records on appropriate form for all inspections and tests
performed, instructions received from Architect and actions taken as a result ofthose
instructions.
1. Tnclude evidence that required inspections or tests have been performed (including
type and number of inspections or tests, nature of defects, causes for rejection, etc.)
Proposed or directed remedial action, and corrective action taken.
2. Document inspections and tests as required by each section of Specifications.
1.4
A. The independent testing agency sliall submit a certified written report of each inspection,
test or similar service, as follows:
1 copy - General Contractor
1 copy - Applicable Supplier or Subcontractor
1 copy - Applicable Engineer
1 copy - Architect
1 copy - Jefferson County Constniction ivfanagement Department
Other copies as direaed
B. The Testing agency shall submit written reports of all inspections on a weekly basis. Da'rly
preliminary field reports shall be submitted to the Contractor and the Owner's field
personnel,
1. Submit additional copies of each written report direct(y to the governing authority,
when the authority so directs.
a_ Report Data: Written reports of each inspection, test or similaz service shall
include, but not be limited to:
1. Dateofissue.
2. Project title and number.
3. Name, address and telephone number oftesting agency.
4. Dates and locations of samples and tests or inspecti0ns.
13 of 23 ~
s , .
FROM
Jeffco Construction Management PHONE N0. : 303 271 5099
- .c ~oaa Mo•AqnM PA
Feb. 16 1999 09:40RM P7
olaoo - s
5. Names of individuals making the inspection or test.
6. Designation of the Work and test method.
7. Identifrcation of product and Specification Section.
8. Complete inspection or test data
9. Test results and an interpretations of test results.
10. Ambient conditions at the time of sample-taking and testing..
11. Comments or professional opinion as to whether inspected or tested
Work cqmplies with Contract bocument requirements.
12. Name and signature of laboratory inspector.
13. Recommendations on retesting.
C.
3. Test reports shall include a description of deficiencies noted, and corrective action
undertaken to resolve such deficiencies.
4. Deficiencies observed shall immediately be brought to the attention of the
Contractor's field superintendent, and trade foceman, as well as the Architect. In the
event deficiencies are not conected, or if an interpretation of the contract
documents is required, the Testing Agency shall immediately notify the responsibie
consultant.
5. The Testing Agency shall maintain a defiCiency iist of ali items not corrected and
shall reinspect the area after the deficiency has been corrected. The list shall indude
a description of the de&ciency, the date and time the deEciency was observed, who
was noti8ed, the date of reinspection, and description of corrective action taken.
6. At the end of the project the Testing Agency shall submit a final signed report
stating whether the work tested and inspected conforms to the contract documents.
1. Specific Testing Agency testing and inspection requirements are contained in the
following Specification sections and as follows:
a.
02200
Earthwork
b.
02511
Asphaitic Concrete Paving
c.
02528
Concrete Curbs and Sidewalks
d.
03300
Cast-in-Piace Concrete
e.
04100
Mortaz
f.
04200
Unit Masonry
g.
05100
Structural Steel
h.
05310
Steel Deck
1.
05400
Cold Formed Meta] Framing
j.
05500
Metal Fabrications
D.
Soil Material and 4oil ompaction:
14 of 23
FROM : Jeffco Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:41AM P9
Relative bensity =
Max Den x in-place den min dPn 1 x 100
In-place den. x(max, den. - min. den)
E. Concrete Work:
01400 - 7
1. The Testing Agency shall perform testing and inspection of concrete as follows:
a. Concrete inspection and testing will be made in accordance with building. code
requirements and Contract Documents, they will include the fo]lowing:
1. TesFing concrete for strength, slump, air content, temperature and unit
weight. Slump, air content, temperature and unit weight shall be tested
at the same frequency as cylinders are taken.
2. Making and testing concrete Cylinders, including furnishing cylinder
containers for specimens.
3, Transporting and storing of all specimens involved in testing and
inspection. Test cylinders aze to be transported to the laboratory not
late than 24 hours after casting, nor ear.lier than 16 hours afker.castirtg.
4. Inspection of mixing and placing of concrete at the site, including
recording of: Aruount and location of concrete placement, tivck
number and amount of water added to each load of conerete tested,
time batched, time of transit, time mixed on job, time placement was
completed, method of placing concrete and any other pertinent
information.
5. Visual inspection of rebar placement prior to each pour.
b. Test Specimens: Sampling of concrete shall be as follows-
At least one set of four cylinders £or each 100 cubic yards or fraction
ihereof of all concrete, but not less than one set for any one day's
operations and not less than one set of four cylinders for each 5000
squaze feet of surface area for slabs. Surface azea is the azea o£ one face
of wall or slab.
1 For concrete placed by pumping, test specimens and Concrete used for
detemtination of slump, air content and weight aze to be taken at the
point ofplacement o£concrete into the forms.
3. Samples will be obtained in accordance with ASTM C172.
16 of 23
FROM : JeFfco Construction Management PHONE N0.
303-271 5099 Feb. 16 1999 09:41RM P10
01400 - 8
4. Making, curing and subsequent handling of test cylinders, except as
modified herein, shall be in accordance with ASTM C31. Testing sha11
be in accordance with ASTM C39.
5. The cylinders shall be placed in ]aboratory storage under moist curing
conditions at approximately 70 degrees F. Within 24 hours after
molding and maintained therein until tested. Tests will be as follows:
One cylinder shall be tested at 7 days for information.
Two cylinders shaU be tested at 28 days for acceptance. The acceptance
test results shall be the average strength of these two cylindecs.
One cylinder shal] be tested at 56 days if previous tests indicate the
strength may be lower than specified,
c. Test Reports: Reports of cylinder tests shall be submitted as specified herein
within five days of laboratory testing. Test reports shail, as a minimum,
include:
Project data including project name and address, concrete supplier,
supplier's delivery ticket number and mix identification number. Testing
Agency's test date or cylinder identification number and location of
pour.
2. Results of field testing at time of sampling including date and time of
sampling, amount of water added at site prior to sampling, ambient air
temperature, concrete temperature, concrete slump, air content and'
concrete wet unit weight. Include time concrete was batched and time
when placement was finished. Include specification limits for concrete
temperature, slump, air content and indicate whether the sample
confornts to these limits.
3. Results of laboratory tasting including date test specimens were
transported to laboratory, date and age of concreta at.time oftesting,
compressive sirength of each cylinder tested, average compressive
strength of tested cylinders and specific design strength of concrete
represented by the test.
d. Additional Testing: Contractor shall bear the cost of testing and inspection
resulting as a consequence of ihe following:
Work not in compliance with the Contract Documents.
17 of 23
FROM : JeFfco Construction Management PHONE N0.
303 271 5099 Feb. 16 1999 09:42RM P11
01400 - g
2. Tesdng requested by the Contractor or Subcontractor such as additional
cylinders for eady breaks, etc.
3. Testing to verify the adequacy of work done without prior notice,
without proper supervision or contrary to standazd construction
practice.
F. Stnictural Steel, Meta] Fabrications and Assemblies Embedded in Concrete;
1, Tndependent Testing Agency Services:
a. Field inspection by the Testing Agency of erected steel will be such as to
assure that the work conforms to specified requirements and wiU include:
1- Tnspection offield welding as required herein.
2. Ascertainment of proper fit and alignment.
3. Ascertainment of proper installation and tensioning of 6oits.
b. Welding and Ivfaterials:
Inspection of welding by the Testing Agency will be such as to assure
that the work conforrns to specified requirements and will include:
(a.) Ascertainment that electrodes used for manual shielded metal-azc
welding and the electrodes and flux used for submerged arc
welding conform to the requirements hecein.
(b_) Ascertainment that the approved welding procedare and the
approved welding sequence are followed without.deviation, unless
specific approva[ for change is obtained from the Structucat
Engineer.
(c.) Ascertainment that the welding is performed only by welding
operators and welders who aze properly certified. The Testing
A.gency shall witness such qualification testing ofwelding
operators and welders, as may be required.
(d.) Ascertainment that the fit-up, joint preparation, size, contour,
extent of reinforcement, length and location of welds confotm to
specified requirements and the contract drawings, and that no
specified wetds aze omitted or unspecified wetds added without
approval ofthe Stroctural Engineer,
18 of 23
FROM : JeffcoConstruction Mdndgement PHONE N0. : 303 271 5099
Feb. 16 1999 09:42RM P12
01400 -10
c. Bolted Connections: Visualiy inspect a]I boited connections to ascertain that
all bo]ts, nuts and required washers have been installed and are of proper type
and that all faying surfaces have been brought into snug contact. Veafy the
specified surface preparation oFthe faying surface has been correctly prepared.
Verify threads aze excluded from the shear plane for ail bolts so speci$ed.
Randomly test 30% (min.) of connections for torque and tension.
R. Metal7oists:
1. The Testing Agency sfiall inspect field welds and field bolts irr metal joists.
2. Following joist erection, and prior to covering with other materials, the Testing
Agency shatl inspect ail joists for the following:
a. $inks, bends or other damage
b. Proper location, alignment of all joists and joist bridging.
c. Visual examination of all welds, joist supports and welds for bridging
connections.
3. The Testing A,gency shal] immediately report any deficiencies uncovered to the
Contractor, Architect and StruCtural Ergineer.
4. The Contractor shall correct all deficiencies in a manner acceptable to the Architect
and Structural Engineer before proceeding with the work.
1.5 OTfER TERTINC* ANp REQIIMMENTS
A. Tf required, the following testing shall be performed at acpense of the General Contractor
or subcontractor installing the material to be tested:
1. Tests on mechanical or clectrical systems required to ensure their proper instailation
and operation.
2. Any other tests required that are not performed by the Owner's testing agency.
3. Any additional tests required because of any tests that fail subject to following
conditions:
a. Quantity and nature oftests will be detemilned by Architect.
b. Tests: taken in presence of Architect.
19 of 23
FROM : Jeffco Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:43AM P13
01400 - 11
c. Proof of non-compliance will make Contractor liable for corrective action
which Arclutect feels is prudent including complete removal and replacement
of defective material.
4. Material Substitution: Any tests of matecial or equipment offered as substitute for
specified itetn on wiuch test may be required in order to prove its compliance with
Specifications.
B. Contractor may have tests performed on matetial and equipment for his own inforntation
and job control so long as Owner does not assume responsibility for costs or for giving
them consideration when appraising quality of materials.
C. Contractor shall cooperate with Testing Agency personnel and shall furnish tools, samples
of materials, design mixes, equipment and assistance as requested.
D. Contractor shall provide and maintain, for the sole use of the Testing Agency, adequate
facilities for the safe storage and proper curing of concrete test cylinders on the: project
site for the first 24 hours after casting as required by ASTM C31, Method of Making and
Curing Concrete Test Specimens in the Field.
E. Retention of an independent Testing Agency by the County shall in no way relieve the
Contractor of responsibility for performing all work in accordance with contract
requirements.
1.6 RRPAIIt AND PROTECTION:
A. General: Upon completion of inspection, testing sample-taking and similar services,
repair damaged construction and restore substrates and finishes to eliminate deficiencies,
including deficiencies in visual qualities of exposed finishes.
kART z - EROA J .T (Not Applicable)
PART 3- EXE . TTION (Not Applicable)
END OF SECTION 01400
m:~gwqn~cputrnpn\xrlibV mvn<nN 39
20 of 23
WHEAT RII?GE LIBRARY IMPROVEMENTS
PROPOSALSHEET
BID page 1 of 2
-4 BASE BiD
BIDDING $ TOTAL BASE BID AMOUNT not to exceed for all
labor, equipment and materials required for the goods and/or services as specified herein.
-4 ALTERNATES
1. ADD SKYLIGHT
BIDDING $ ADDITIONAL AMOUNT not to exceed for all
labor, equipment and materials required for the goods and/or services as spec'ified herein.
-1 iT1VIT PRICES
1. UNCLASSIFIEED EXCAVATION
BIDDING $ per cubic yazd ADDTTIONAL AMOUNT not to exceed for all
labor, equipment and materials required for the goods and/or services as specified herein.
2. CONTROLLED BACKFII,L
BIDDING $ per cubic yazd ADDITIONAL AMOUNT not to exceed for all
labor, equipment and materials required for the goods and/or services as specified herein.
Note: Unit prices are intended to be the basis for payment oJadditions or deletions to the
workshown in the Bid Documents and rncluded in the base bid amount above.
Contractor shall begin work as set forth in the notice to proceed.
-c BIDDING CALENDAR DAYS to complete project as specified herein after receipt of the Notice
to Proceed.
Indicate the name of the Contractor's Authorized Representative who will be assigned to this project:
Printed Name
Note: Jefferson County Public Li6rary reserves the right to approve/reject arry proposed project team that
difjersfrom the team submitted with yourfirms prequalification statement.
BONDS AND INSURANCE
Prior to perFomilng any activity on this project, the successful contractor and any subcontractor shall be required to fiunish
the County with a labor and material bond and a sepazate performance bond, each in an amount equal to 100% of their
proposed contract amount, or other security deemed acceptable by the County in its sole discretion, as guarantee for the
performance of the Work.
The successfiil Contractor and all subcontractors shall be required to fiunish Ihe County with certiScates of insurance for the
insurance types end tunits as detailed on Contract exhibit "B", prior to performing any ac6vity on this project.
Jefferson County Public Library, Colorado shall be the Certificate Holder and Jefferson County Public Library, Colorado
and Jeffeison County, Colorado shall be added as an Additional Insured to all Commercial General Liability, Automobile
Liability and Excess Liability policies Please note, evidence of insurance is not reguired at this time.
page 21 of 23
WHEAT RII?GE LIBRARY IMPROVEMENTS
PROPOSALSHEET
BID page 2 of 2
Notice to proceed shall not be issued and no work shall commence until receipt acceptable certificates of insurance and
bonds requ'ued herein.
REOUIRED SUBMITTALS CHECKLIST
T6e following documents must be returned with your proposal. Non-responsive and incomplete submittals may be deemed
cause for rejection.
Place a check ) against each document submitted
1. This completed and signed original proposal sheet (and tluee additional copies.)
2. Proposal Guaranty (bid bond).
3. Complete Acknowledgment of Receipt of Addenda.
EXCEP'CIONS
Print the words "NO EXCEPTIONS" here if there are no exceptions taken to any of the
tetms, conditions, or specifications of these bid documents. If there aze exceptions taken to any of ihe terms, conditions, or
specifications of these bid documents, they miist be clearly stated on a separate sheet of paper, attached to this bid sheet, and
retumed to Jefferson County. (Reference General Infomiation Item 11.)
BIDDER INFORMATION
Company Name: EIN:
Phone Number: Fax Number:
Company Address:
Authorized Signature: Date:
Printed Name and Title:
SUBCONTRAGTOR INFORMATION
If awarded a contract for this project, the General Contractor agrees to employ the following subcontractors:
MECHANICAL
ELECTRICAL
page 22 of 23
WHEAT RIDGE LIBRARY IIKPROVEMENTS
ACKNOWLEDGMENT OF RECEIPT OF ADDENDA
Your acknowledgment of any addendum issued for this Invitation must be noted by signing below. This will serve as your
acknowledgment that these clarifications/revisions have been taken into consideration during the preparation of your bid.
Addendum Number:_ Date: Acknowledged
AddendumNumber:_ Date: Acknowledged
Addendum Number:_ Date: Acknowledged by:
Addendum Number:_ Date: Acknowledged
Addendum Number:_ Date: Acknowledged
AddendumNumber:_ Date: Acknowledged
Addendum Number Date: Acknowledged
page 23 of 23
4
yHagen ~ameran~
~ Architectu~e -~'Cv
masterplanning • conceptdesign • architecture
7840 Deercreek Road, Suite 200
Monument, Coloratlo 80732
(719) 488-0883
FAX (719) 480-7154
ADDENDUM N [INIBER ONE
to
BIDDING AND CONTRACT DOCUMENTS
For the
WHEAT RIDGE LIBRARY
ADDITION AND RENOVATION PROJECT
February 17, 1999
Architect: Hagen.Cameron Architecture, PC
1840 Deercreek Road, Suite 200
Monument, Colorado 80132
PH (719) 488-0883 FX (719) 488-1 154
THE FOLLOWING shall become as fully a part of the above named Bidding and Contract Documents as if
included and shall take full and complete precedence over anything stated or shown to the contrary in
them.
ACKNOWLEDGEMENT: Each bidder shall indicate in the place provided on the Bid Form
acknowledgement of receipt of this Addendum.
EACH AND EVERY BIDDER, subcontractor, and material supplier shall be responsible for reading each
and every item in this Addendum to ascertain the extent and manner it affects the work in which he/she is
interested.
The Addendum items may not be listed in the same order that they occur on the Drawings or in the Project
ManuaL
1 of 23
BIDDING INFORMATION
Reference INVITATION TO BID - BID DOCUMENTS
Add the following to the first paragraph:
"A limit of five (5) sets of plans may be picked up and secured with a
deposit by each pre-qualified General Contractor. Arrangements may be
made to purchase additional sets of plans at a price of $50.00 per set."
Reference INVITATION TO BID - OUESTIONS
Revise the pazagraph to read as follows:
"QUESTIONS AND SUBSTITUTIONS:
All questions and substitutions must be submitted in writing to the address
indicated in the DELIVER TO section below or FAX 303-271-5099.
Date: February 25, 1999
Time: I 1:00AM Questions or substitutions received after this
time will not be accepted
(Refer to 01600 MATERIAL AND EQUIPMENT, section 103-B for
substitution request procedures)
Reference BID FORM
Delete previous Bid Form distributed by the Owner. Use new Bid Form on
colored paper distributed by owner on 2-18-99.
"New Bid form will have two new spaces which will require the GC
indicate and identify who he will employ for the major Mechanical and
Electrical subcontract work."
SPECIFICATIONS
Section 01010 SUMMARY OF WORK
Add the following Subsection:
1.12 CODES
A. Obtain all permits, inspections, approvals and certificates
required by law. Conform to all laws, ordinances, rules, and
regulations applicable to the location of the project.
1. The Owner will apply for and pay for the General
Building Permit and any water and sewer tap fees
which may be required. The Contractor is required
to pay for any reinspection fees. Procurement and
payment for all other fees and permits required on
sub-contractor work, inspections, etc. shall be the
responsibility of the contractor.
B. Publication Dates: Comply with codes and standards in
effect at the date of the Contract Documents, except where
a standard of a specific date or edition is indicated.
2 of 23
Section 01400 QUALITY CONTROL
Delete: Specification Section 01400 in its entirety
Add: New revised Specification section 01400 QUALITY CONTROL
SERVICES attached
Section 02200 EARTHWORK
Part 1-General
1.01 Summary, Item B: Related Sections:
Add:
5. Unit Prices: Section 01026
6. Landscaping: Section 02900
Part 1-General
Add:
1.07 Unit Pricing
A. Method of Measurement
l. Excavation: When payment is specified on a volume basis
all accepted excavation and borrow shall be measured in its
original position by cross sectioning the area excavated.
2. Overexcavation: These measurements will include
authorized excavation of rock, shale, muck, or other
unsuitable material. All accepted stripping shall be
measured in stock piled locations by cross sectioning.
3. Controlled backfill: Quantities will be computed to neat
lines 18 inches outside and parallel to the outline of the
revised foundation plan or as shown on the plans.
B. Basis of Payment:
1. Bed Course Material & Filter Course material:
Compaction, water, hauling, and all other work necessary
to complete the above items will not be measured and paid
for separately but shall be included in the work.
Part 1-General
1.05, Item A.
Delete:
"See document 00200 Information Available to Bidders"
Add:
"Refer to soils report mentioned in section 02010 for test hole
information"
Part 2 - Products
Delete:
2.01 TOPSOIL, Item A in its entirety
Change:
2.02 to read 2.01
Part 3 - Execution
Delete:
3.09 Placing Topsoil, Item A in its entirety (cont.)
3 of 23
Change:
3.10 to read 3.09
3.11 to read 3.10
Section 02511 ASPHALTIC CONCRETE PAVING
Part 1-General
1.01 Summary, Item A: Section Includes:
Delete:.
4."Concrete Parking Blocks"
Section 03300 CAST-IN-PLACE CONCRETE
Part 2-Products
2.03 Concrete Mix Types, Mix C
Delete:
"Grade beams"
Add:
"Foundation walls and Footings"
Section 09510 ACOUSTICAL CEILINGS
Part 2-Products
2.02 Lay-in panels / grid
Delete:
"Tegular lay-in system"
Add:
"Flush lay-in panel system"
DRAWINGS
Sheet SD1.0 Site Plan
Add note to Material Legend for Asphalt:
"See also detai124/SD1.1"
Add note at west side between existing asphalt and new concrete paving:
"Apply joint filler and sealant at joint between asphalt areas and new
concrete per specifications."
Sheet SD11 Site Details
Detail 10/SD1.1 - Change sign shape:
Sign type "D" to be octagon shaped not hexagon.
Detai120/SDl.l - Precast cap dimensions to be:
10" wide by 2" thick by length on plans indicated
Sheet Cl.l Erosion Control Plan
Add the following note under grading and erosion control notes:
"West 32"a Ave. and Chase Street Public improvements shall be
maintained by the respective individual(s) and/or company responsible for
the construction of that public and/or private improvement in the Wheat
4 of 23
Ridge LibXary Renovation Project on a daily basis, or as needed, such that
they aze free of mud and other construction debris tracking from the site."
"Failure to comply with this requirement will result in the enforcement of
article 1, specified nuisances section 15-21 (3) of the Wheat Ridge code of
Laws."
Add note: "Reference sheet C 13 for all erosion control details"
Sheet A2.1 Reflected Ceiling Plan
Add note to Skylights (alternate no. 1):
"Skylight dimensions to be 4'-2" wide by 8'-0" long each. There are six
panels with these dimensions. Manufacturer to verify achial dimensions
with structural roof framing plan sheet S2.1 and roof detail on sheet A4.1"
Delete:
Extra steel welding note found at detail 11/A2.1
Change:
Gutter width to be 4" not 5" at details 11/A2.1 & 9/A2.1
Sheet A3.1 At details: 15/A3.1, 28/A3.1, 29/A3.1:
Change 5/8" O.S.B. reference to read:
" 5/8" type `x' gypsum wallboard"
At details: 21/A3.1, 27/A3.1:
Change 5/8" O.S.B. reference at inner layer to read:
" 5/8" type `x' gypsum wallboard"
At detail 29/A3.1:
Change'/4" plywood to read:
" 5/8" O.S.B"
Sheet A4.1 Roof Plan:
See attached sketch RO1 for a new detail references to roof plan.
See attached sketch R02 for a new roof detail 19/A4.1
See attached sketch R03 for a new roof detail 32/A4.1
Sheet A5.1 Site Plan
7/A5.1 East Elevation:
Add new through-wall overflow scupper, detail 28/A4.1, to east elevation
approximately 30" to the south of the conductor head shown. Invert
elevation of the new scupper to be 2" higher than invert elevation of
conductor head.
3/A5.1 West Elevation & 1 I/A5.1 South Elevation:
Along top and bottom of brick banding: Add note:
"Stucco finish to receive a J-edge mold trim to be placed within'/4" of the
brick band. Seal joint with sealant."
5 of 23
Sheet E3.1 Power Plan
Please add the following to the Fire Alarm system for the project:
1. Provide one smoke detector in each of the following rooms;
Receiving Room 100, General Storage Room 104, Men's Room
105, Women's Room 107, and Book Drop Room 108. The
Electrical contractor shall coordinate new devices with the existing
addressable fire alarm system being installed by the owner. New
devices shall maintain UL Listing, and shall be NFPA 72
compliant. Provide all the necessary wiring and programming as
required.
2. Provide duct smoke detectors for roof top unit "RTU-I" in all
supply and return ducts - Detector quantity: 2(Refer to sheet M2.0
for duct quantities and locations and RTU-1 location). Electrical
contractor shall coordinate new devices with the existing
addressable fire alarm system being installed by the owner. New
devices shall match existing, maintain UL Listing, and shall be
NFPA 72 compliant. Provide all the necessary wiring and
programming as required.
6 of 23
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7of 23
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9 of 23
FROM :Jeffw Construction Management. PHONE N0. : 303 271 5099 Feb. 16 1999 09:38RM P3
Wheat Ridge Library Ymprovements 01400 -1
SECTION 01400
QUALTTY CONTROL SERVICES
lA RFLA'r'r?DD(lCrrnEN!'S:
Drawings and general provisions ofthe ConsWction Contract, and other Division 1
Specification Sections, apply to work of this section.
1.1 Ss,jOjA&Y.
A. This Section specifies adminisVative and procedura( requitements for qutility control
services.
B. Quality cotttro] services include inspections and tests and related actions inciuding reports,
perforned by independent agencies~ governing authorities, and the Contractor.
C. The Owner, Contractor and/or his sub-contractors shall provide such equipment and
facilities as the Testing Agency may require for conducting field tests and for collecting
and forwarding sampies. The Contractor shall not use any materiats or equipment
represented by samples unti( tests, if required, have been made and the. materials or
equipment found to be acceptable. Any product which becomes unfit for use after
acceptance shaii not be incorporated into the work.
D. All materials or equipment proposed to be used may be tested at any time during their
preparation or use. The Contractor shall furnisli the required samples without charge and
shall coordinate testing with the Owner, Engineer and Testing Agency to allow sufficient
time for testing before placing orders or starting work. Products may be tested prior to
shipment or after being received at the job site:
E. Teats shall be made by an aceredited testing agency with a minimum of 5 years experience
in the specific type of testing to be performed. fixcept as othenvise provided, sampling
and testing of all materials and the laboratory methods and testing equipment shall be in
accordance with the latest standazds and tentative methods of the American $ociety for
Testing Ivlaterials (AS1M).
F. Where additional or specific information concerning testing methods, samples sizes, etc.,
is required, such information is included under respective sections ofthe Specifications.
Any modi&cation of, or elaboration on, these test procedures which may be included :for
specifie materials under their respective sections in the Specifications shall take
precedence over these procedures.
10 of 23
FROM : Jeffco Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:39RM PS
01400 - 3
i. Providing access to the Work and fumishing incidental labor and facilities necessary
to facilitate inspections and tests.
2. Taking adequate quanrities ofrepresentative samples ofmaterials that require testing
or assisting the agency in taking samples.
3. Providing facilities for storage and curing of test samples, and delivery of samples to
testing laboratories.
4. Providing the agency with a preliminary design mix proposed for use for materials
maes that require control by the testing agency.
5. Security and protection of samples and test equipment at the Project site.
E. County Responsibilities: The Owner will provide inspections, tests and similar quality
control services specified to be performed by independent agencies and not by the
Contractor, except where they are speci8cally indicated as the Contractor's responsibility
or are provided by another identified entity.
1. The County will employ and pay for the services of an independent agency, testing
laboratory or other qualified firm to perform services which are the County's
responsibility.
1.3
F. Nothing Contained herein is intended to imply that the installing contractor does not have
the right to have tests performed on any material at any time for his ovm information and
job control so Iong as the County does not assume responsibility for costs or for giving
them consideration when appraising quality of materials.
CO A TOR'S QUALTTY GONTROL SYSTEM:
A. The Quality Controi System is the means by which the Contractor assures himsetfthat
construction complies with the requirements of the Contract Documents. Control shall be
adequate to cover all construction operations and keyed to proposed construction
schedule.
B. Fstablish system to perform sufficient inspection and tests ofall items ofwork, including
that of subcontractors, to ensure conformance to the Contract Documents for materials,
workmanship, constructioq finish, functionai performance and identification.
C. Control5ystem: Establish for all construction except where Contract Documents provide
for 5pecific compliance tests by testing laboratories or engineers employed by the Ownec
D. h 1
1. Personnel, procedures, instructions, and records to be used_
12 of 23
FROM : Teffco Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:39RM P6
01400 - 4
2. List of control tests which Contractor understands he or his subcontractors are to
perform.
3. Procedurrs for reviewing and approving a11 Shop Drawings, product Data, Samples
or other submittals before submission to Architect.
4. Method ofdocumenting quality control operaGoii, inspection and testing including
samptes ofproposed forms.
E. Records: Maintain correct records on appropriate form for all inspections and tests
perfortned, instivctions received from Architect and actions taken as a result ofthose
instruCtions.
1. Include evidence that required inspections or tests have been perfomied (including
type and number of inspections or tests, nature of defects, causes for rejection, etc.)
Proposed or directed remedial action, and corrective action taken.
2. Document inspections and tests as required by each section of Specifications.
1.4 WRTTTEN RFPOT2T5:
A. The independent testing agency shall submit a certified wriften report of each inspection,
test or similar service, as follows:
1 copy
- General Contractor
1 copy
- Appiicable Supplier or Subcontractor
1 copy
- Applicable Engineer
1 copy
- Architect
1 copy - Jefferson County Construction ivlanagement Department
Other copies as directed
B. The Testing agency shall submit written reports of all inspections on a weekly basis_ Datly
preliminary field reports shall be submitted to the Contractor and the Owncr's field
personnel.
Submit additional copies of each written report dicectly to the goveming authority,
when the authority so directs.
a. Report Data: Written reports of each inspection, test or similaz service shall
include, but not be limited to:
1.. Dateofissue.
2. Project title and number.
3. Name, address and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
13 of 23
FROM : JeFfco Construction Management PHONE N0. : 303 271 5099
Feb. 16 1999 09:40RM P7
01400 - 5
5. Names of individuals making the inspection or test.
6. Designation of the Work and test method.
7. Identification of product and Specification Section.
8. Complete inspection or test data
9. Test results and an interpretations of test results.
10. Ambient conditions at the time of sampte-taking and testing. .
11. Comments or professional opinion as to whether inspected or tested
Work complies with Contract Document requirements.
12. Nazne and signature of laboratory inspector.
13. Recommendations on retesting.
C.
3. Test reports shall include a description of deficiencies noted, and corrective action
undertaken to resolve such deficiencies.
4. Deficiencies observed shall immediately be brought to the attention ofthe
Contractor's field superintendent, and trade foceman, as well ae the Architect. In the
event deficiencies are not corrected, or if an interpretation of the contract
documents is requued, the Testing Agency shall immediately notify the responsible
consultant.
5. The Testing Agency shalt maintain a deficiency list of all items not corrected and
shall reinspect the area after the deficiency has been corrected. The list shall include
a description of the deficiency, the date and time the deSciency was observed, who
was notiSed, the date of reinspection, and description of corrective action taken.
6. At the end of ihe project the Testing Agency shall submit a final signed report
stating whether the work tested and inspected conforms to the contract documents.
1. Specific Testing Agency testing and inspection requirements are contained in the
following Specification sections and as follows:
a.
02200
Earthwork
b.
02511
Asphaltic Concrete Paving
c.
02528
Concrete Curbs and Sidewalks
d.
03300
Cast-in-Place Concrete
e.
04100
Mortar
f.
04200
Unit Masonry
g.
05100
Structural Steel
h.
05310
Steel Deck
1.
05400
Cold Formed Meta1 Framing
j.
05500
Metal Fabrications
D.
Soil Material and Soil om ai n:
14 of 23
FROM : Jeffco Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:40RM P8
1. Soil Materiais:
01400 - 6
a. The Testing Ageney will prepare one optimum moisture-maximum density
aurve for each type of soi( encountered in subgrades under paved areas or
areas to receive compacted fill. Maximum densities are to be determined in
accordance ASTM D698 for clay soil with a plasticity index of 20 or more.
b. Each type ofborrow material will receive, as applicable:
1. Mechanical analysis
2. Moisture-density curve deternunation
3. Plasticity index deternrination
4. Gradation analysis
2. Compacted Fill: The Contractor shall obtain the Geotechnical Engineer's approval
of inethod of placing and compacting before starting compacted fil( or bacldll
placement.
The following tests as speci$ed below shal] be made at the County's Expense:
a. The top 12 inches o£subgrade rasuiting from excavation shall have the
maacimum density at optimum moisture specified herein. Fvlake at least one
field density test of the subgrade for every 5000 squaze feet of azea, but in.no
case less than three test&
b. In each compacted fili layer, make one field density test for every overlaying
5000 square feet of azea, but in no case less than three tests. Perform field
density tests in accordance with ASTM D1556, ASTM D2167 or AS"I'M
D2922.
c. Areas supporting building structure and slabs, make one field density test for
every 1000 aquare feet of azea.
d. The relative density of a cohesion less, free-draining soil, expressed as a
p.ercentage, is defined as its state of compactness with respect to the most
loose and most compact states at which it can be placed by laboratory
procedures. The relative density will be based on the following formula,
wherein the maximum density is the highest dry unit weight of. the soil,
minimum density is lowest dry weight ofthe soil and in-place density is the
dry unit weight of the soil in place:
15 of 23
FROM : JePfco Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:41AM P9
01400 - 7
Relative Density =
Max Den x in-place den min riPn x 100
In-place den. x(max, den. - min. den)
E.
oncr t _ Work:
1. The Testing Agency shall perform testing and inspection of concrete as follows:
a. Concrete inspection and testing vn71 be made in accordance with building, code
requirements and Contract Documents, they will include the following:
1. Testing concrete for strength, slump, air content, temperature and unit
weight. Slump, air content, temperature and unit weight shall be tested
at the same frequency as cylinders are taken.
2. Making and testing concrete cylinders, including furnishing cylinder
containers for specimens.
3. Transporting and storing of all specimens involved in testing and
inspection. Test cylinders aze to be transported to the laboratory. not
late than 24 hours after casting, nor earlier than 16 hours after.casting.
4. Inspection of mixing and placing of concrete at the site, including
recording of Amount and location of concrete placement, truck
number and amount ofwater added to each load of conerete tested,
time batched, time of transit, time mixed on job, time placement was
completed, method of placing concrete and any other pertinent
information.
5. Visual inspection of rebar placement prior to each pour.
b. Test Specimens: Sampling of concrete shall be as follows:
At least one set of four cylinders for each 100 cubic yards or fraction
thereoFof all concrete, but not (ess than one set For any one day's
operations and not less than one set of four cylinders for each 5000
squaze feet of surface area for slabs. Surface area is the area of one face
ofwall or slab.
2. For concrete placed by pumping, test specimens and concrete used for
detemtination oFslump, air content and weight are to be taken at the
point ofplacement o£concrete into the forms.
3• Samp(es will be obtained in accordance with ASTM C172.
16 of 23
rKUm : SefFCO Construction Management PHONE N0. : 303 271 5099 Feb. 16 1999 09:41RM P10
01400 - 8
4. Making, curing and subsequent handling of test cylinders, except as
modifiect heteiq sha11 be in accordance with ASTM C31. Testing shall
be in accordance with ASTM C39.
5• The cylinders shall be placed in laboratory storage under moist curins
conditions at approximately 70 degrees F. Within 24 hours after
molding and maintained therein until tested. Tests will be as follows:
One cylinder shall be tested at 7 days for information.
Two cylinders shall be tested st 28 days for acceptance. The acceptance
test results shall be the average strength of these two cylinders.
One cylinder shall be tested at 56 days if previous tests indicate the
strength may be lower than specified.
c. Test Reports: Reports of cylinder tests shall be submitted as specified herein
within five days of laboratory testing. Test reports shall, as a minimum,
include:
Project data including project name and address, concrete supplier,
supplier's detivery ticket number and mix identification number. Testing
Agency's test date or cylinder idemification number and location of
pour.
2. Resuits of field testing at time of sampling including date and time of
sampling, amount of water added at site prior to sampling, ambient air
temperature, concrete temperafure, concrete slump, air content and'
concrete wet unit weight. Include time concrete was batched and time
when placement was €utished. Include specification limits for concrete
te[nperature, slump, air content and indicate whether the sample
conforms to these ]imits.
3. Results of laboratory tasting including data test specimens were
transported to laboratory, date and age of concreta at.time oftesting,
compressive strength of each cylinder tested, average compressive
strength oftested cylinders and specific design strength ofconcrete
represented by the test.
d. Additional Testing: Contractor shall bear the cost of testing and inspection
resulting as a consequence of the following:
1. Work not in eompliance with the Contract Documents.
17 of 23
FROM : Jeffco Construction Mana9ement PHONE N0.
303 271 5099 Feb. 16 1999 09:42RM Pil
01400 - 9
2• Tesdng requested by the Contractor or Subcontractor such as additional
cylinders for eady breaks, etc.
3. Testing to verify the adequacy of work done without prior notice,
without proper supervision or contrary to standard construction
practice.
F. Structural Steel, Metal Fabrications and Assemblies Embedded in Concrete;
1. Independent Testing Agency Services:
a. Field inspection by the Testing Agency of erected steel will be such as to
assare that the work conforms to specified requirements and will include:
1- Tnspection offield welding as required herein,
2• Ascertainment of proper fit and alignment.
3. Ascertainment of proper installation and tensioning of 6olts.
b. Welding and Materials:
1. Inspection of welding by the Testing Agency will be such as to assure
that the work conforms to specified requirements and will include:
(a.) Ascertainment that electrodes used for manuaf shielded metal-arc
welding and the electrodes and flux used for submerged arc
weiding conform to the requirements herein.
(b) Ascertainment that the approved welding procedure and the
approved welding sequence are followed without.deviatiory untess
specific approva[ for change is obtained &om the Structural
Engineer.
(c.) Ascertainment that the welding is performed only by weldirg
operators and welders who are properly certified. The Testing
E18ency shall witness sueh qualification testing o£welding
operators and welders, as may be requ;red,
(d.) Ascertainment that the fit-up, joint preparation, size, contour,
extent ofreinforcement, length and location ofwelds conform to
specified requirements and the contcaet drawings, and that no
speciSed welds aze omitted or unspecified welds added without
approval ofthe Structural Engineer.
18 of 23 '
FROM : JePfco Construction Mdnagement PHONE N0.
303 271 5099 Feb. 16 1999 09:43AM P13
01400 - I 1
~ c. Proof of non-compliance wi(1 make Contractor Jiable for corrective action
which Architect feels is prudent including complete removal and replacement
of defective material.
4. Material Substitution: Any tests of material or equipment offered as substitute for
specified item on wluch test may be required in order to prove its compliance with
Specifications.
B. Contractor may have tests performed on material and equipment for his own information
and job control so long as Owner does not assume responsibility for costs or for giving
them consideration when appraising quality of materials.
C. Contractor shall cooperate with Testing Agency personnel and shall furnish tools, samples
ofmaterials, design mixes, equipment and assistance as requested.
D. Contractor shall provide and maintain, for the sole use of the Testing Agency, adequate
facilities for the safe storage and proper curing of concrete test cylinders on the; project
site for the first 24 hours after casting as required by ASTM C31, Ivlethod ofMaking and
Curing Concrete Test Specimens in the Field.
E. Itetention of an independent Testing Agency by the Counry shall in no way relieve the
Contractor of responsibility for performing all work in accordance with contract
requirements. '
1.6 BEPAII2 AND PROTECTION:
A. Cxeneral: Upon compleHon ofinspection, testing, sample-#aking and similar services,
repair damaged construction and restore substrates and finishes to eliminate deSciencies,
including deficiencies in visuaI qualides of exposed finishes.
PART 2 - ERODT7CTS (Not Applicable)
PART 3 - . JTTON (Not Applicable)
END OF SECTION 01400
m:No.Ry\cmeNtpnWriWd~ent\139
20 of 23
WAEAT RIDGE LIBRARY IMPROVEMENTS
PROPOSALSHEET
BID page 1 of 2
-1 BASE BID
BIDDING $ TOTAL BASE BID AMOUNT not [o exceed for all
labor, equipment and materials required for the goods and/or services as specified herein.
-1 ALTERNATES
1. ADD SKYLIGHT
BIDDING $ ADDTTIONAI, AMOUNT not to exceed for all
labor, equipment and materials required for the goods and/or services as specified herein.
-4
1. UNCLASSIFIED EXCAVATION
BIDDING $ per cubic yard ADDITIONAL AMOiJNl' not to exceed for all
labor, equipment and materials required for the goods and/or services as specified herein.
2. CONTROLLED BACKFILL
BIDDING $ per cubic yard ADDIT'IONAL AMOiTNT not to exceed for all
labor, equipment and materials required for the goods and/or services as specified herein.
Note: Unit prices are intended to be the basis jor payment ojadditrons or deletions to the
workshown rn !he Bid Documents and included in the base bid amount above.
PERiOD AF PERFORMANCE
Contractor shall begin work as set forth in the notice to proceed.
-C BIDDING CALENDAR DAYS to complete project as speciSedherein after receipt of the Notice
to Praceed.
AUTIIORIZED REPRESENTATIVE
Indicate the name of the Confractor's Authorized Representative who will be assigned to this project:
Printed Nazne and Title
Note: Jefferson County PubGc Li6rary reserves fhe right to approve/reject arry proposed project team thaf
differs from the team submitted with your firms prequalification statement.
BONDS AND INSURANCE
Prior to perfomvng any activity on this projec[, the successful contractor and any subcontractor shall be required to fiunish
the County with a labor and material bond and a separate performance bond, each in an amount equal to 100% of their
proposed contract amount, or other security deemed acceptable by the County in its sole discretion, as guarantee for the
performance of the Work.
The successful Contractor and all subcontractors s6all be required to fwnish the County with certificates of insurance for the
insurance types and lunits as detailed on Contract exhibit "B", prior to perfonning any activity on this project.
Jefferson County Public Librery, Colorado shall be the Certificate Holder and Jefferson County Public Library, Colorado
and Jefferson County, Colorado shall be added as an Additional Insiffed to all Coaunercial General Liability, Automobile
Liability and Excess Liability policies Please note, evidence ojinsurance is not required at this Hme.
page 21 of 23
WHEAT RIBGE LIBRARY IMPROVEMENTS
PROPOSALSHEET
BID
page 2 of 2
Notice to proceed shall not be issued and no work shall commence until receipt acceptable ceRifica[es of insurance and
bonds requued herein.
REOUIRED SUBMITTAIS CHECKLIST
The following documents must be returned with your proposai. Non-responsive and incomplete submittals may be deemed
cause for rejecfion.
Ptace a check ) against each document submitted
l. 17ils completed and signed original proposal sheet (and three additional copies.)
2. Proposal Guazanty (bid bond).
U 3. Complete Acknowledgment of Receipt of Addenda.
EXCEPTIONS
Print the words "NO EXCEPTIONS" here if there are no exceptions taken to any of the
temis, conditions, or specifications of these bid documents. If there aze exceptions taken to any of the tercns, conditions, or
specifications of these bid documents, they must be clearly stated on a separate sheet of paper, attached to this bid sheet, and
rehuned to Jefferson County. (Reference General Infomnation Item 11.)
BIDDER INFORMATION
Company Name: EIN:
Phone Number: Faac Number:
Company Address:
Authorized Signature: Date:
Printed Name and Title:
SUBCONTRACTORINFORMATION
If awarded a contrac[ for this project, the General Contractor agrees to emp(oy the following subcontractors:
MECHAHICAL
ELECTRICAL
page 22 of 23
WHEAT RIDGE LIBRARY IMPROVEMENTS
ACKNOWLEDGMENT OF RECEIPT OF ADDENDA
Your ac}nowledgment of any addendum issued for this Invitation must be noted by sigcvng below. This wiil serve as your
acknowledgment that these clarifications/revisions have been taken into wnsideration during the preparation of yow bid.
Addendum Number:_ Date: Aclaiowledged
Addendum Number:_ Date: Acknowledged by:
Addendum Number;
Date: Acknowledged by:
Addendum Number:_ Date: Acknowledged
Addendum Number:_ Date: Acknowledged
AddendumNumber._ Date: Acknowledged
AddendumNumber Date: Acknowledged
page 23 of 23
so-0350
Hagen • Cameron
Architecture PC
TRANSMITTAL
TO Wheat Ridge Bldg. Dept.
7500 W. 29`h Ave.
Wheat Ridge CO, 80215
Darin Morgan
master planning • concept design . archiieciure
1840 Deercreek Road, Suite 200
Monumenf. Colorada 80132
(]19) 488-0883
DATE 3-1-99
NO. OF COPIES 1
FROM
Tim F. Hodges
PROJECT
Wheat Ridge Library
Sq ~f S~.~ n c# AU1L.
DESCRIPTION
Addendum no. 2
REMARKS
For your files.
Thar.ns, _
Tim
SIGNED I 1 Vn
Tim Hodges
C]
For Distribution
❑x
For your Information
❑
For Your Approval
❑
Review and Return
❑
Please Sign and Return
❑
Return
_ ~Hagen=• Cameron~
y~'rchi~ecture~ PC ;
masterplanning • conceptdesign • architecture
1840 Deercreek Road, Suite 200
Monumant, Colorado 80132
(719) 488-0883
FAX (719) 4884154
ADDENDUM NUMBER TWO
to
BIDDING AND CONTRACT DOCUMENTS
Forthe
WHEAT RIDGE LIBRARY
ADDITION AND RENOVATION PROJECT
March 1, 1999
Architect: Hagen.Cameron Architecture, PC
1840 Deercreek Road, Suite 200
Monument, Colorado 80132
PH (719) 488-0883 FX (719) 488-1 154
THE FOLLOWING shall become as fully a part of the above named Bidding and Contract Documents as if
included and shall take full and complete precedence over anything stated or shown to the contrary in
them.
ACKNOWLEDGEMENT: Each bidder shall indicate in the place provided on the Bid Form
acknowledgement of receipt of this Addendum.
EACH AND EVERY BIDDER, subcontractor, and material supplier shall be responsible for reading each
and every item in this Addendum to ascertain the extent and manner it affects the work in which he/she is
interested.
The Addendum items may not be listed in the same order that they occur on the Drawings or in the Project
Manual.
1 of4
Sheet A3.1 Please make the following corrections to addendum no. 1 and details
29/A3.1:
The exterior side behind stucco will be 5/8" O.S.B. and the interior plane
behind the wall tile will be 5/8" type `x' GWB.
21/A3.1, 27/A3.1:
These get 5/8" O.S.B. at both sides since they are exterior and stucco
finish occurs on both sides.
Wall sections on A2.1 are correct.
Sheet A6.1 Add the following note to section 17/A61:
At "side" acoustical panels shown in section, assume 6 panels at 4'-10"
long by 1'-2" height. GC must Field verify prior to ordering materials.
Do not forget the 4 panels at the end wall shown in elevation.
Sheet S1.1 Please note the footing type for detail reference cut 7/51.2 for Receiving
Room 100:
"The footing is TYPE-B footing pad"
Detail 5/S 1.2: "Bottom of footing to be 36" below lowest point of
finished grade. Please refer to Civil final grading plan.
Planter wall footing elevations shown on 51.1 are actually shown on
19/SD1. 1 and 20/SD1.1. Make sure bottom offooting is 36" below
finished grade as detail suggests.
Delete requirement to add concrete footing pad-A and the steel cohimn.
The masonry wall supports the end of the beam overhead.
Sheet E1.0 Please refer to detail note 1 for electrical switchgear removal
times/overtime hours. Add to note:
"The GC will need to complete this work over the weekend between
Friday at 5:00 PM to Monday at 8:00 AM. The GC is to have in his bid the
required necessary meansto keep the Library and Seniors' Resource
Center temporarily fully connected to electrical power for any amount of
time outside of the above designaYed weekend chanbeover time. "
"Prior to completing this work, The GC will need to have an appointment
established with the electrical inspector agreed upon."
Add note:
At the west wood shed, add note:
There is no known power connection to the existing wood shed according
to the library's supervisor of building services.
3 of 4
Add note:
For all light fixture types `AA', Provide Western Standards Annapolis
series 12'-0" high pole.
Add note:
Provide Cooper Lighting SSS4A12 straight steel pole for type "BB" and
type "CC" fixtures. Provide 180 degree offset "bullhorn" motmting
bracket. Type "BB" to be aimed up at flagpole. Type "CC" to be aimed at
building signage above main entry.
Sheet E3.1 Add detail note 16:
"Relocate existing Truck Plugs panel to the west wall of Boiler room 110
next to relocated air compressor panel and PSCo meters. The two
remaining sub-panels will not need to be relocated.
APPROVED PRODUCT SUBSTITUTIONS:
Specification section 08920 - Translucent Skylight System:
Manufacturer: "Skywall Translucent Systems"
4of 4
February 19, 1999
Mr. Darin Morgan
Codes Administratar - Wheat Ridge Building Dept.
City of Wheat Ridge
7500 West 29"' Ave.
Wheat Ridge, CO 80215
Re:
Wheat Ridge Library
Addition and Renovation
Electrical Switchgear location at Boiler Room 110
Dear Darin,
masterplanning • conceptdesign • architecture
1840 Deercreek Roatl, Suite 200
Monumen4 Coloredo 80732
(719) 488-0883
FAX (719) 408-7754
3 ancf
As I mentioned today in our phone conversation, I would like to document your current
understanding regarding the location of the new replaced electrical switchgeaz shown in the set
of Bid Documents dated 1-28-99. (Please refer to sheet Al.l).
As you can see, the existing electrical switchgear which, at this point, scheduled to be replaced,
is to remain within the same space that has the existing boiler. This electrical switchgear serves
power to the entire Seniors' Resource Center and the Library. Per our conversation, I understood
you to say that due to space limitations (meaning no other viable place to safely locate the
switchgear) you will approve keeping the replaced electrical switchgear in the Boiler room 110.
You also asked that the new switchgear equipment try to be modified to be moisture resistant.
This is not meant to be confused with an exterior grade switchgear cabinet. You are simply
requiring the door panels and main penetrations to be gasketed to prevent moisture from entering
the cabinetinterior.
You also stated that the 1996 NEC section 373-2A notes the unit to have a'/<" clearance all
azound the cabinet including the back wall it is up against. I will share this information with our
electrical engineer.
I also understood you to say that you would make sure the Electrical and Building inspectors
from the City were appraised of your decision so that there would be no confusion at time of
inspection during the summer of 1999.
Thank you again for your timely review and cooperation of this matter. If I can answer any
additional questions, please do not hesitate to call me:
Sincerely,
~
Tim F. Hodges ~ Copy: Eric Hjelle, Mike Wing, File
Sent By: HAGEN-CAMERON 0.RCHITECTURE PC; 719 488 1154;
February 19, 1999
Mr_ Darin Morgan
Codcs Administrator- Wheat Itidge Buitding Dept.
City of Wheat Ridge
7500 West 29'b Ave_
Wheut Ridge, CO 80215
Re:
Wheat:Ridge Library
Addition and Renovation
Electrical Switchgeaz location at Boiler Room 110
Dear Dazin,
Feb-19-99 10:57AM; Page 212
1e40 o.ercmok ewa, suiro soo
M~~nc caoreao so,rz
cax n9j 489-1164
As I mentioned today in our phone conversation, I would like ta document your cunent
understanding regazding the location of the new replaced electrical switchgeaz shown in the set
of Bid Documents datad 1-28-94. (Piease refer to sheet A1.1).
As you can see, the existing electrical switchgeaz which, at this point, scheduled to be replaced,
is to remain within the same space that 6a,e the existing boiler. This electrical switchgear serves
power to the entire Seniors' Resourcc Ccnter and the Library. Pc.~r our convenation, I understood
you to say that due to space limitations (meaning no other viable place to safely locate the
switchgear) you will Appzove keeping the replaced electrical switchgear in the Boiler room 110.
You also asked that the new switchgear equipment try to be modified to be moisture resistant.
This is not meant to be confused with an exterior grade switchgeaz ca6inet_ Xou are simply
requiring the door panels and main penetrations to be gasketed to prevent moisture from entering
the cabinet interior.
You also stated that the 1996 NEC; section 373-2A notes the unit to have a'/<" c;leazance all
around the cabinet including the back wall it is up agsinst. I will share this information with our
etectrical engineer.
I also understood you to say that you would make sure the Electrical and Building inspectors
from the Cicy were appraised of your decision so that there would be no confusion at time of
inspection during the summer of 1999.
Thank you again for your timely review and coopcration of this matcer. If I can answer any
additional questions, please do not hesitate to call me.
Sinc~ 5re:-. ~
Tim F. HoCopy: Eric Hjelle, Mike Wing, File
Sent By: HAGEN-CAMERON ARCHITECTURE PC; 719 488 1154;
FAX TRANSMITTAL
TO: Darin Morgau
Wheat Ridge }iuilSing Dept.
FAX: 1-303-235-2857
FROM:
Tim Hodges
PROJECT
W}xeat17xtlge~i':ibiacx., '
6'~tiitaoa ~c-~2enovatioq
DESC1tIYT101V
Toilet / Fixhire Cuunt
REMqRKS
llarin,
Oct-7-98 3:57PM; Page 112
Hagen • Cameron
Architecture PC
mo,lcr pinnning . cancepi tlmgn • urchifec7urc
1840 Oee~c~ee4 RooE. Sulm )fip
Monument Celo~ro~ry~tl066S
1Y
Fnu (719) a8n_~»a
DATE 10-7-9R
No. OF PaGES 1
(not including cover) -
This short note is ton confirm oiu wnversatiai regarding the new proposed toilct fixture
coimt for the above referenced prqject. We concluded that two water closets at the
Woineii s room and i water closet / 1 urinal at ihe tnen's roont will be all that is reqiured.
W e understand that one I.av inctead of two coiild he pmvidcd per restt'oom. (We were
using the attache(I LIPC 1994 minimmn plumbiog facilities chart - Appendis C).
Thauk you for your lielp the other day.
Tim
S1t;NED:
'i'im HpdRC4
Sent By:
HAGEN-CAMERON ARCHITECTURE PC;
719 488 1754;
Oct-7-98
~r~w~
3:58Plv1;
~
Page 2/2
~ ■
_
_303 235
2857
P.02
MINIMUM PLUMBING FACILITIES
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DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number : 95-2314
Date :11/29/95
Property Owner :
Property Address :
Contractor License No. :
Company :
5475 32ND AV
18319
City Electric Co. Of Boulder
Phone:
Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of rewrd; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibili or complia~c 'th the Wheat Ridge Building
Code (U.B.C.) and all other applicable Whe Ri ge ordinayf , syc, ork under this permit.
(OWNER)(CONTRACTOR)
Description : PHONE CABINET ELEC
Construction Value :
$1,000.00
Permit Fee :
$45.00
Plan Review Fee :
$0.00
Use Tax :
$15.00
Total:
$60.00
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
(1) This permit was issuetl in accordance with the provisions set forih in yopur application antl is subject to the laws of the Stale of Colorado and to the Zoning
Regulations and Buildiny Code of Wheat Ridge, Coloretlo or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within si~.1y (60) tlays from issue date or (B) the building au[horized is suspentled or
abandonetl for a penod of 720 days.
(3) If this permit expires, a new permi[ may be acquired for a fee of one-half the amount normally requiretl, provided no changes have been or will be matle in the
. original plans and speGfcations and any suspension or abantlonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment
exceetls one (1) year, full fees shall be paitl for a new pertnit.
(4) No work of any manner shall be tlone that will change the natural flow of waler causing a drainage problem.
(5) Cont2ctor shall no6ry the Building Inspedor hvenry-four (24) hours in advance for all inspections antl shall receive written approval on inspection cartl before
proceetliin9 with successive phases of the job.
{6) The issuance of a permit or the approval of drawings and specifications shall not be consWed l0 6e a permit for, nor an approval of, any violation of the provisions
_ of }qe buAtling codey,or any other oMipance, law, rule or regulation.
Iding Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
YM
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RELIANCE COMM/TEC PO
RELIABLE ELECTRIC DIVISION
6565 N. 60TH. STREET
MILNAUKEE. 41I. 53223
-100 AMP 120/240 NOLTS, S1NGl.E PHASE RLTERNATING CURRENT CIRCUIT ONLY.
-WATT HOUR METER NOT INCLUDED IN SHORT CIRCUI? RATING.
-10.000 AMPS RMS SYMMETRICAL AMPERE5 RT 120/240 VOLTS.
-SUITABLE FOR SERVICE EOUIPMENT ONLY. (BONDED NEUTRAL)
-UL TESTED TO NEMA TYPE 3R (RAINPROOF)
-USE CU-AL IJIRE 60-75C.
-EOUIPPED WITN SQUARE "D" WALKIN6 BEAM MECHANICAL INTERLOGK. INTERLOCK
PROHIBITS BOTH POWER SOtRCES FROM BEING IN THE ON POSITION SIMULTANEOUSLY.
-EQUIPPED IJITH SQUARE "D" ktFAL SERIES BREAKERS.
-EOUIPPED WITH SQUARE "D" 200 AMP 120/240 VOL7 A.C. LOAD CENTER.
CCLASS CTL7
-TO REPLACE LORD BRERKERS. USE ONLY SQUARE "D"(00 TYPE) NITH SAME
RATING.
-WHEN RESETTING BREAKERS. TURN TO OFF POSITION. THEN TO ON POSITION.
WIRING DIAGRAM FOR
BL'CK PRODUCT CAT. ##RJBD-100
WHITE
PVC CONOUIT TO SURGE ii POWER PROTECTOR
CCOMMODRTE
P°t~ METER HI7E
eueien sQZVtcE BASE ~
(OPTIONAL) 8
III
I ~ I SERVICE
I I I DISCONNEC7
"ORr4q EMEROG Y F
PC PWER
POWER =
3
U-0
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,..'.+2
8
12 CIRCUI7 -''`~3
~
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1
LOAD CENTER «r~-.4
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11..""~•
12
MAIN - GROUND
= RoD
BONDING
TWO 115V
PRIMARY
POWER
INDICATOR
LIGHTS
ONE AMP
FUSES
RED
AMP GFCI
~
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Y/2
N/3
0
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NOU-20-95 MON 12:06
aoar~ ~y ~a. CaNS7RLCTioN SKET 81/Z• X 11 •
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OFiDER NUMBERS
DA'fE
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OATE
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f~ h~ns
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w.o_Uo. No.
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SEC. _n,.,. icr7 rr~ L) S. IAj~~ f AR i i+1
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NOV-20-1995 12=24 96% P.07
Formula Used In This Calculation:
1 1
C Factor = _ = 4348
Z/ft .00023
Where:
Z/ft = Conductor impedance per foot, from NEC Chapter 9, Table 9
2 x L x I 2 x 60 x 10900
F Factor = -
PC x C x E 1 x 4348 x 240
Where:
L= Conductor length in feet
I= Available short circuit current amps at source
PC = Number of parallel conductors per phase
C = C Factor
E= Line to line voltage
1 1
M Factor = _ _ .4437640
1 + F Factor 2.25345
Short Circuit Amps At Fault = I x M = 10900 x.4437640
Where:
I= Available short circuit current amps at source
M = M Factor
1.2534499
= 4837
SHORT CIRCUIT CALCULATION - POINT TO POINT METHOD
Prepared For: Date: 11-24-1995
U.S.WEST CABINET
5475 W.32ND AVE.
WHEATRIDGE
aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa
SHORT CIRCUIT CALCULATION - POINT TO POINT METHOD
Prepared For: Date: 11-24-1995
U.S.WEST CABINET
5475 W.32ND AVE.
WHEATRIDGE
aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa
Point # 1 Description: FROM PSCO XFMR TO U.S.WEST PED.
Available Fault Current At Source : 21700
One Way Conductor Length In Feet : 70
Number Of Parallel Conductors Per Phase 1
Conductor Size (12 To 1000) :3
Line To Line Volts Of This Point (600 Max): 240
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
j"` CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number :
Date : /i, 7f'fs
Property Owner : ZO•r. 4.&t-
Property Address : ~7s ?~ND
Contractor License No.
Company : 4z:f; viS'
Phone : ~ ~ &0'75'1
Phone : yyy-doyi
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record: that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED DATE
E/~~7'ilG bN
Description : ~~o-04 1,0110AMP f~~,-Cw -721 Ph-0,1C
BUILDING DEPARTMENT USE ONLY
Approval
Zoning :
B~7Cd1n ~Gd~ti[Ki~"fs?~
Approval :
~a6Uc'~YYt~rks`e
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License Mechanical License
Company G°• Company : Company :
Expiration Date : Ex{
Approval : Api
A Pfans LZeQuf~edw~x ; j 3
Construction Value :
Permit Fee :
Use Tax :
Total :
im
(1) This pertnit was issuetl in accordance with the provisions set forth in yopur appliration and is subject to the laws of the State o( Colo2tlo and to the Zoning
Regulations antl Builtling Code of Wheat Ritlge, Cobraao or any other applicable ortlinances of the City.
(2) This pertnit shall expire if (A) the work authonzed is not commencetl within sixly (60) days from issue date or (6) the building authonzed is suspentletl or
abandonetl for a penod of 120 tlays (3) If this permit expires, a new permit may be acquired for a fee of one-halt the amount normally required, provided no changes have been or will he made in the
onginal plans antl specifiwtions antl any suspension or abandonment has not exceetletl one (1) year. It changes are matle or if suspension or abanCOnment
exceeds one (1) year, tull fees shall be paid For a new permit.
(4) Nb worK of any manner shall be done that will change the natural Flow of water wusing a drainage pmblem.
(5) Conlracror shall notify the Buiiding Inspector lwenly-four (24) hours in atlvance for all inspections and shali receive written approval on inspection wrtl betore
proceediing with successive phases of the job.
(6) The issuance of a permit or Ihe approval of orawings and specifcations shall not be wnstruetl to be a permit for, nor an approval of, any violation of the provisions
of the 6uilding codes or any other ortlinance. law, rule or regulation.
Chief Building Inspector
For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner :
Property Address : 5475 32ND AV
Contractor License No. : 17662
Company : Jefferson County Facilites
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for wmpliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED DATE
Description : ENCLOSE DUMPSTER
Building Permit Number : 95-628
Date :3/28/95
Phone : 232-4417
Phone : 271-5000
Construction Value : $500.00
Permit Fee $0.00
Use Tax /A'" $0.00
Total: $0.00
Electrical License No :
Company :
Plumbing License No :
Company :
Mechanical License No :
Company :
Expiration Date :
Approval :
Expiration Date :
Approval :
Expiration Date :
Approval:
(1) This pertnit was issuetl in accordance with the provisions set forth in yopur application and is subjed to the laws of the State of Colo2tlo and [o the Zoning
Regulations and Builtling Code of Wheat Ridye, Coloredo or any other applicable ordinances oFihe City.
(2) This permit shall expire if (A) ihe work authonzed is not commenced within sixAy (60) days from issue dale or (B) the building authorized is suspended or -
abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half Ne amouni normally requiretl, provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If chanqes are made or if suspension or abantlonment
ezceeds one (t) year, full fees shall be paid fora new pertni[. (4) No work of any manner shall be done that will change the natural flow of water causing a tlrainage problem.
(5) Contractor shall notify the Buildinq Inspector twenry-four (24) hours in atlvance for allinspec[ions and shall receive written approval on inspec[ion card before
(6) 7he issuance a permd or the approval of drawings and specifcations shall not 6e construetl to be a permit for, nor an approval of, any violation of the provisions
of ihe buildid codeso any other ordiniAnce, law, rule or regulatlort .
Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEf?ARTMENT OF PLANNING AND DEVELOPMENT Application Number
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE ~
WHEAT RIDGE, CO 80215
~ ,
PropertyOwner:?ekkc~ Sai•. 0,0u.w'Fw L, ra~., Phone: 441 7
Property Address : 5-4/ 7 ir° , 3 z, "c' ' A u c„
Contractor License No. :
Phone:~- 3 2.°-7 df&/
Company : 'S L ~ L„.
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
i hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or
coverlants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Buildinq
Code (U.B.CJ and all other applicable Whe t Rid e ordi ances, for work under this per it.
(OWNER)(CONTRACTOR) SIGNED ' 'Z 9 ~ DATE 3 1GS5
Description: Tvz,.Sll~ f~c.c.V,,9,yyS~~r G.FoS",
BUILDING DEPARTMENT USE ONLY
r-~ menis:
Approval
Zoning
\
Approval
/
P~~b i~r~~ltior,ks Cpm.npents;;
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
Plans Required
(1) This pertnit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State ot Colorado and to the Zoning
Regulations antl Building Cotle of Wheal Ridge, Cobratlo or any other applicable ortlinances of the Ciry.
(2) This permit shall expire if (A) the work authorizetl is not wmmenced withm siuty (60) tlays from issue tlale or (B) the building authorizetl is suspended or
abandonetl for a period of 120 tlays. (3) If lhis it expires, a new permit may be acquired for a fee of one-half the amount normally required, providetl no changes have been orwill be made in the
origi I pl ns antl specifcations and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment
ex ds ne (t) year. fuil fees shall be paid (or a new permit.
(4) No 0 of any manner shall be tlone ihal will change the naWral flow of water Causing a drainage problem.
Ae ctor shall notiry the Buildfng Ins ector twenry-four (24) hours in atlvance for all inspeclions antl shall receive written approval on inspection cartl be(ore
tlifng with successive ph e job.
uance of a permit or approvai ot drawin9s and specifications shatl not be consVUetl lo be a permit for, nor an approval of, any violalion of the provisions
b'Iding cotles or aofher ortlinan
ce. . law, mle or regulation.
Chief Building nspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
Construction Value : °-r)
Permit Fee :
Use Tax :
Total :
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CITY OF WHEAT RIDGE
Building Inspection Division
r (303) 234-5933 Inspection line
(303) 235-2855 Office ' (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type: &~AP rx i o,~ r'
Job Address/Permit Number: S+~"1S w. 32wv ,o~~IL
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❑ No one available for inspection: Time 4:~S AM/PM ~
Re-Inspection required: Yes No ~
~When corrections have been made, call for re-inspection at 303-234-5933 ;j
3
Sr
3
Date: Inspector:
DO NOT REMOVE THIS NOTICE }
S
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♦~~4'
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Oilice ' (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type: ,`%1401 15,1,ref
Job Address/Permit Number: ,S'S`7~ w•
cP E~==d 7 .2
.4PQa2evE0
❑ No one available for inspection: Time AM/PM
f~
Re-Inspection required: Yes
i
`When corrections have 6een made, call for re-inspection at 303-234-5933 -
i
Date: S"/~~~~~5? Inspector:
~ • ,
DO NOT REMOVE THIS NOTICE y.
•
City of Wheat Ridge
1"r-
r4000
Commercial Electric
PERMIT -
080372
PERMIT NO:
080372
ISSUED:
04/22/2008
JOB ADDRESS:
5475 32ND AV
EXPIRES:
10/19/2008
DESCRIPTION:
Insta11.2 fans, 1 recept., 3 CAT
SE drops; reloc:
fixt/recp
CONTACTS
owner 303/232-7114
Jeffco
Library
gc 303/761-6176
Marc McBride
01-8146 McBride
Electric
PARCEL INFO
ZONE CODE: UA
USE: UA
SUBDIVISION: UA
BLOCK/LOT#: DI
FEE SUMMARY
ESTIMATED
PROJECT VALUATION:
1,400.00
FEES
Permit Fee
66.28
Total Valuation
.00
Use Tax
25.20
TOTAL
91.48
Conditions:
Must comFly w/ 2005 NEC.
I hereby certi£y that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements orrestrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by a11 conditions printed on this
application and that I assume full responsibility for campliance with the Wheat Ridge Huilding Code (I.B.C) and all other
applicable Wheat Ridge Ordinances, for work under this pezmit. Plans subject to field inspection.
Signature of contractor/owner tlate
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City.
2. This permit shall expire 180 days from the issue date. Requests for an extensionv~lusi`be received prior to expiration
date. An extension may be granted at the discretion of the Building Official. ~ \3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
v
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall
be paid for a new peYmit.
4. No work of any manner shall be done that will change the natural £low of water causing a drainage problem.
5. Contractor sha11 notify the Huilding Inspector twenty-four (24) hours in advance for all inspections and shall receive
written apprwal on inspection card before proceeding with successive phases of the job.
6. The issuance of a per it or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval of, aRy !~ation of the provisions of thebuilding codes or any other ordinance, law, rule or regulation.
All plan xevt~~Y9~$uo7ect to field inspections.
Signature of CYi*f BiYilding Official aa[e
INSPECTIONVREQUEST LIISE: (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS.DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
'VINSPECTION LwE: (303) 234-5933 Ptttl
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DA7e
INSPeciOR
INITIALS
ComMENis:
Footings/Caissons
Stemwall /(CEG) Concrete
Encased Ground
Reinforcing or Monolithic
Weatherproof / French Drain
Sewer Service Lines
Water Service Lines
CONCRETE SLAB FLOOR
Electrical
Plumbing
ROUGHS
Sheathing
lath / Wall tie
.
Mid-Roof
Electrical Service
Rough Electric
L~ u U~
Rough Plumbing
Gas Piping
Rough Mechanical
nr~cnur
Framing
Insulation
Drywall Screw
FINALS
Electrical
Plumbing
Mechanical
Ae-
Raof
Building Final
Fire Department
R.O.W & Drainage START ALL ROUTING ONE WEEK PRIOR TO FINAL INSPECTIONS.
Parking & Landscaping
'*NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BYTHE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION
OF A CERTIFICATE OF OCCUPANCY NOR PERMI SSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL UEK I II-II:Ht t vr vvt.urr+N%, 1~Ij
PRQTECT THIS CARD FROM THE WEATHER
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at
..( y' 7 5- L..,v J Z-
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
t) GF[
/
I/)
r...tiJ"-UC""J- /li.--- /1I;:,,,,,,1/....,.-
/'O}
).' .
. urt./r,C/r71 /?';
/
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
DO NOT REMOVE T
Inspector for Building Dept.
Date
FORM WR6-22
o SPRINKLER SYSTEM PRESSURE TEST
o . FIRE MAIN PRESSURE TEST
tl HOOD & DUCT SUPPRESSION SYSTEM TEST
)( FIRE ALARM SYSTEM ACCEPTANCE TEST
o OTHER
')1/
J>
6~1.b
~
3Q.s. eC'~.ie,..
LOCATION: f!"1t;Lbr.."~ ~j-
DATE: l-d.B~eo
REQUESTED BY: 'I(:~Gr ~~:vl
CONDUCTED BY: ~W.e... ~~
SYSTEM PASSED.ll!\
FAILED C
CO:=:~~: ~'-~~M~~ ~~~Ey~~;~*"::4~i~~-t:~~~~~~~ ~
s.....P".t,L. 1l_?....fJ-~. ~IlA . .
SIGNED:~'<L p,i.,,"*, -r:-",-<-{.;~,,'p
Goodson & Associates. Inc.
11949 West Colfax Ave.
Lakewood, CO 80215
(303) 233-2244 Fax (303) 233-
1938
. .
iAf" .~ .il,~ 7 +~ 11 ;;" +, ," ~. 'l> '~.,.- '\.;,"'
p.AIl~\CoOCN:~:~~~
[/~~(oO
Project Number: 65250.01
Project Name: Wheat Ridge Library
~
~roject Location: West 32nd Ave.
Sel No.: 5877-5880
Client: Jefferson co. Construction Management
Test Date: 18-Nov-99
Contractor: Jose Garcia Construction
Date of Issue:
Placement Location: Parking lot curb and gutter.
Sample Location: East driveway.
Concrete Supplier: Lafarge
Time: Balched I :21 PM
Truck No.: 66
Ticket No.: 776881
Sampled: 1:30 PM Unloaded: 2:00 PM
Load Size: 3.50 cu.yds.
Temperature: Concrete (ASTM C1064):
gals. Slump (ASTM CI43):
Air Content (ASTM CI730r C23I):
Mix ID.: 42B4
Total Mixer lime (hrs.mm) 0:39
Speciftcation: 90 ~ins_ Max
56 (degrees F) AmDient Temp. 52
2.00 (inches) Specification: 4 max
4.00 ('lloJ Specification: 5-8
MIni Max Temperature 00180
Date Received in Lab: 11/19/99
Water Added on Jobslte: 5
UnrtWeighl: 143.10pcf
Sampled By (ASTM Cln): DaveAdair
Field Storage Facility: In boiler room.
Note Deviations from Standard Procedures:
!Type of Specimens: 6 x 12 Cylinders Flexural Strength Beams (ASTM C7B,
C293. CIOl8
Type Date Age Area Strength Avg. Width Avg. Depth Avg. Span
Lab ID. Curing Tested Days Load (Ibs) (in') Dia(in) (psi) Tested By BrkTyp< (in) (in) (in)
'if/377 MR 25-Nov 7 123,465 28.27 6.00 4,370 DA SH
'if/37B " 16-Dec 28 145,130 28.27 6.00 5,130 RB SH
'if/379 " 16-Dec 28 145,285 28.27 6.00 5,140 RB SH
5880 " 13-Jan 56 #DIV/O!
Specified Age 28 Specified Strength 4,000
COMPRESSIVE STRENGTH
Compressive Strength Tests Performed to ASTM C39 Cylinder Capping According to ASTM C617
Remarks:
Break Tvpe Kev:
C - Cone
CSP = Cone & Split
CSH = Cone & Shear
SH = Shear
CaL = Columnar
Client Representative:
Copies to:
:;
Goodson & Associates, Inc.
11949 West Colfax Ave.
Lakewood, CO 80215
(303) 233-2244 Fax (303) 233-
1938
l':~ _c. ..~ ',~._,i:. .:': "~ 1.j "l ",_ . .,. ,.. <+~...,., tt "'" \":~" '"'.
i..ji)f.fi;'1itii l' iH'iftf%JUli,it\\\ t'i.t\ Concrete Compressive
lfIlUU'U iH i\i. U fa \ nn i\\.\. \lW
V~~}1J'Ai!lYll~~\
~.
Strength Report
Project Name: Wheat Ridge Library
Project Number: 65250.01
Set No.: 6874-{l877
"roject Location: 55CXJ West 32nd Ave.
Client: Jefferson CO. Construction Management
Test Date: 14-Jan~O
Contractor: Jose Garcia Construction
Date of Issue:
Placement Location: Slab on grade, south entrance.
Sample Location: Same
Concreto Supplier: La/arge
Tim.: Batched 7:14AM
True!< No.: Own
Ticket No.: 781756 ModO.: 4284
Sampled: 8:20 AM Unloaded: Unknown #VALUE! #VALUE!
Load Size: 10.00 cu.yds. SpecifICation: 90 Mins. Max
Temperatur.: Concreto (ASTM Cl064): a:l (deg.... F) Ambient Temp. 30
gals, Slump (ASTM CI43): 4.00 (Inches) Specillcation: 4
Air Conlent (ASTM CI73 or C231): 6.00 (%) Specification: 4-8
MinI Max Temperature a:lI8O
Date Received in Lab: 1/1510)
Water Added on Job.ite: 7
Un~ Weight: 140 90 pel
Sampled By (ASTM C 172): Gene Cermak
Field Storage Facility: In building.
Note Deviations from Standard Procedures:
COMPRESSIVE STRENGTH
Compressive Stren9th Tests Performed to ASTM C39 Cylinder Capping Accordin9 to ASTM C617
rype 01 Specimens: 6 x 12 Cylinders lexural Strength Beams (ASTM e78,
2S3 C 10181
Type Dale Age Area Strength Avg. Width Avg. Depth Avg. Span
Lab 10. Curing Tested Days Load (Ibs) (in') Dia(in) (psi) Tested 8y Brk Tyee (in) (in) (in)
6874 MR 21-Jan 7 90,685 28.27 6.00 3,210 MD SH
6875 - II-Feb 28 #VALUE!
6876 " !Hob 28 "'VALUE'
6877 " \(}.Mar 58 #DIV/O!
Specified Age 28 Specified Strength 4,000
FEB 0 2000
rfY('
Break T e Ke :
C - Cone
CSP = Cone & Split
CSH = Cone & Shear
SH = Shear
COL = Columnar
Client Representative:
Remarks: Chute
APPROVED
Copies to:
Darin r';iorg"n
CflO/C'rJt'S i\dmir:istrator
~~~],:". I.jll~t'~~::::~
1938 .
Project Name: Wheat Ridge Library Project Number: 65250.01
~roject Location: 5500 West 32nd Ave. Set No.: 6916-<5919
Client: Jefferson co. Construction Management
Test Date: 19-Jan-OO
Contractor: Jose Garcia Construction
Date of Issue:
Placement Location:
Sample Location:
Concrete Supplier:
Time: Batched
Truck No.:
Ticket No.:
Mix 10.:
.VALUE! .VALUE!
Sampled:
Load Size:
Unloaded:
cu.yds. Specification: 9J Mins. Max
Temperature: Concrete (ASTM C1064): (degrees F) Ambient Temp.
gals. Slump (ASTM C 143): (inches) Specification:
Air Content (ASTM Cl73 or C231): (%) Specification:
MinI Max Temperature 00180
Date Received in Lab: 1/20/00
Water Added on Jobsite:
Unit Weight:
Sampled By (ASTM C 172): Contractor
Field Storage Facility:
Note Deviations from Standard Procedures: Cylinders cast by contractor
COMPRESSIVE STRENGTH
Compressive Stren9th Tests Performed to ASTM C39 Cylinder Capping According to ASTM C617
Type of Specimens: 6 x 12 Cylinders Flexural Strength Beams (ASTM C78,
C293. Cl018
Type Date Age Area Strength Avg. Width Avg. Depth Avg. Span
Lab 10. Curing Tested Days Load (Ibs) (in') Dia(in) (psi) T esled By BrI< TYPE (in) (in) (in)
6916 MR 26-Jan 7 103,055 28.27 6.00 3,640 DA SH
6917 " 16-Feb 28 #VALUE'
6918 " 16-Feb 28 #VALUEl
6919 " 150Mar 58 #DIV/O!
Specified Age 28 Specified Strength 4,000
Remarks:
Break Tvoe Kev:
C = Cone
CSP = Cone & Split
CSH = Cone & Shear
SH = Shear
COL = Columnar
Client Representative:
Copies to:
L
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DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-1550
' BUILDING INSPECTtON DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :8/1/95
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner :
Property Address : 5475 32ND AV Phone : 880-9612
Contractor License No. : 18417
Company : The Bauen Corp. Phone : 297 3311
OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certity that the setback distances proposed by this partntt applicaNon are accurete,
and do nM vwlate appAcable ordinances, rules or regulations of the City of Wheet Ridge or
covenants, easementa or restrictions of reoord; that all measurements shown, and albgaNons
made are accurate; that I have read and a re~~etyto abWe pb all conditions WpriF~nted on lhis
Code (~UiB C) end all othar appl''idb~le V~Vh g~S,¢id r ordi ~sr work underRh~s pertnR i~
(OWNER)(CONTRACTOR) SIGNEDDAT
Construcdon Value :
$10,750.00
Pertnit Fee :
$126.
00
Plan Review Fee :
$0.
00
Use Tax :
$161.
25
Total:
$287•
25
Description : TEAR OFF AND REROOF WITH FULLY ADHERED 45 MIL EPDM
BUILDING DEPARTMENT USE ONLY
-1
Approval :
Zoning :
Approval :
Approval :
Occupancy : Walls : Roof : Stories : Residenqal Units :
Electrical License No : Plumbing License No : Mechanicai License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiretion Date :
Approval : Approval : Approval :
/ ~ '
(1) Rpulaupomiltons w~" id Buftuad udi~qine o~r w~neal R~e,~cao an~ o am o~mar.epq~~ o~raina w tl~eec~m the iawa a me smte a ca«ado and m me zonirg
(y) i ~t ~ a H(,4) the wwk eutlwnzed is not comme nced withm aizly (80) tlays fiom issue dela or (B) Me bulWinp autliaizetl is ausperMetl w
~
(3) If this pertrYt axpirea, a rrew permR mey be ecQUiretl for a tee d ona-helf the artaunl nortnalty repuired, providetl no Gianpas have been M will be made in the
aiginal plans ane apecincatlons and airyauspensbn w abeiwanment has not ~eeetleE arre (7) yeac If ehenpea are made or H suspenaion a aberMOnment
axaeda one (t) year, fidl fees ehail be pab M a rbw pertnH.
(4) No wak d eny ma~nef Bhell 0e tlone that will chtnpa the naNral flow M weter ceueinp a drainape prodem.
(5) Contractor ahali rqMy tlie BuiWMp Inapector lwenty-four (24) tquro M etlvance for a~l impeetiona entl ahall receive wiitten approval on Inspactlon carcl before
nne Mo auecesenre ~ases ot tl»pE
(6) luuence of a pemRt or the epproval M tlrawirpe and speeifioatlona ahall not be eonstrued to Ee e pertNt fir, nw an approval of, eny vldetlon W the provlsions
a buJl~inp mdas a airy olher~linaxe, ipw, nile or repuiation.
Building
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO IN3PECTION
m
DEPARTMENT OF PLANNING AND DEVELUPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855 Date :
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80275
PropertyOwner: JE~~'~77 1?i4rSUL LIR-4Z4rz(
Property Address : cj4-7~7 4~ 3Z"D PV~ . Phone :6$o Z-
Contractor License No. :
Company :f141-?- L~~LA P`,i. ~ Phone : 33l I
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this pertnit application are accurete.
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, antl allegations
made are accurete; that I have read and ayree to abide by all conditions printed on this
application, and that I assume full responsibility for complj ce with the Wheat Rid9e Building
Coda (U.B.C.) and all other applicable Wheat R ordin ces, for work under this permi-t.
ATE 7 '7 ( I I
(OWNER)(CONTRACTOR) SIGNED
Construction Value : 10,150 °o
Permit Fee : ~ Z j~,
Use Tax : ~ /ol
Total : Z.g~ z5
Description : p~ ) ~eAz'-Or- \,_,r-y ~7uu.:r APH~
46 rlil_ epDM U~ R~~516d~)J
Electrical License No : Plumbing License No :
Company :
Company :
Mechanical License No :
Company :
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
: ,~t~irs a `F~W0k8W10d ~ i
~ -
(1) This permM1 was issuetl in accortlance wiN the provisions set forth in yopur apPlication antl is subject to the laws of the State of Colorado antl lo the Zoning
Regulations and Building Code of VJheat Ridge, Coloratlo or any other applica6le ortlinances of the Giry,
(2) This pertnlt shall expire if (A) the work authorizetl is not commenced within sizry (60) tlays trom issue date or (B) the builtling authonzetl is suspendetl or
abanOoned for a periotl of 720 Oays.
(3) It this permit expires, a new permit may be acQUired for a fee of one-hal/ the amount normally required, providetl no changes have been or will be matle in the
original plans arW s0ecifications and any suspension or abantlonment has not exceedetl one (1) yeac If changes are matle or if suspension or abandonment
exceetls one (1) year, full fees shall be paitl for a new permit.
(4) Nb work of any manner shall Oe tlone that will change the naNral flow of water causing a tlraina9e problem.
(5) Contrector shall notly the Building Inspector twenry-four (24) hours in atlvance for all inspections and shall receive written approval on inspection cara bePore
proceediing with successive phases of the job.
(6) The issuance of a pertnit or the approval of drawings and specifications shall not be consVUetl to be a permit for, nor an approval of, any violation of the provisions
of the builtling cotles or any other ordinance, law, mle or regulation.
Building Inspector
For Mayor
THIS PERMIT VALID CONLY ALL W 345933 24 HOURS PRIO'R TO~INSPE TION ECTOR AND MAYOR