HomeMy WebLinkAbout3890 Wadsworth BoulevardFEE BUt+4MARY ESTIMATED P&OJECT VALUA220N: 26,482.00
: FBSS
PermitN'ee.. . . . . 34.96 Plars Rev.iewVea . . 349.72 . wo : Total Vak'uation . . . . .00. .
Use'.TBx . .476.68 . . . .
TOTAL:.+«
I hereby eerti£y that,the s4tt3ek,Ct6tancee propoeed bychie permit appllcation are accurate, and donot violate appllcable
. ordimncee, rU2ee or rlgul}t£cn0 Pftha City ot.Wheat Ridge ox covertante, eaeemente Dr YCetrfctioale ot rCeoYd; t.hpC, all ,"measuremenee ehown, and:eilqyatio4apiadeare.accutate;that I have zead andagree to abide hx all contlitione printed on thfe
application andthaC I S§duaa £ull ieeponexbility For.comBliance with the.wheat Ridge Beiilding Cbde(;.B.G and~'all p#hcr ,
. applic2ble Wheat iladye Ocdina[ices, fot wYk upder thie pezmit. Plana eubjecCto.field inspeetian. . Signatura ot rontraCtorjoXner, . -date . . . , '
1.Thae pexmit was Seaued in acCGSCiance aibhthe pmviaione eet forth in }rour.agpl:catfoaaad !s nubject to Gde.lb,we of @Rr
- 6Cnea o# P,clorado am4.ca the zonln4 ReHUlatione.and.EUilding Coaee oF cvheat Ridge, ColorYdo orany other appliGWi@
ozdinanCee..of qhe Citp...:. . . . ` . " .
2. Titiii permit s'halI expire 190 daye~.Etom the:ieeue flatie. RequasCa tCr an e;tension must;be zsCeSvalFripr to eXplYaCion date. M extenaion t5ay.be yYSnCed at the fllscretfon bf the euilding ofHcial. ' . 3. if rhls pezmit expaxee,` a nev perm'xt may be 3cyuize3 Eor a fne oEone-ltalf thG amolmC potmally-reqysred, pzwdded xw che=gee hav'ebesn or wii3 1x madein t$e original plane and 9pecifieatfons and any eWpeneion os~abaandonuient.Aae noc .
ezceeded cha. U7, yeu..:- If cHangee have been or S€. auepeneion oz abandonmantexceeCe oae (1) year,. Full fets ahaii
be Paid for a new pertnit. . .
4. H¢ vork'o'E any leauiYYe[ tiha13 be done that rill change the natuzal tlow of.watar ceueing a dzainage problem. .
5.Contractor.ehall~notity.tMe Hulldin9 =nepector twenty-four (24)houre in advence Por all inapeetioite and eha11 recqive'.wriet@n npyaroval oT inapecti6n caYd kxftrreproceeding wiCh eucceeeivephaeee oE t4e job. • - . : .
6. The 1$euanCeof d pb{hnit oz Ctre~approval of drawinge and epeolficatlone ehall not be ponrtryed to.-be a pczmlt EaL, nor ,
-an app=oval~.:o[. b}atSOn o!`eHe pzovielonaof the builfling;codee-or anyothes ordinance, law;nalc or megv3ation.:. .
All pldn z ~ 1 e~b7eck te fia3d inapectione. . . . . . .
ssgn,cum ot ts aa~ occscaai ; 4'~
IN8P2E'1`I 11!qUB8T Z$3Ms" f303T234-S933 BUILDIN[a OFFICE: (a03).235-2855. R&QUESTS MUST AF, MRDE ,$,1''3PM ANY BUSINESS DAY FOR INSPfiCTION THE:POLLOWING BtTSYNE38 DAY::
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O4WHEqrA City of Wheat Ridge Building Division
7500 W. 29" Ave., Wheat Ridge, CO 80033
~ a m
Office: 303-235-2855' Fax: 303-235-2857
` Inspection Line: 303-234-5933
~LORP~O
Building Permit Application
PropertyAddress: ~ J~}(1Sit`C~~~"~ ~
Property Owner (please print):
Mailing Address. (if different than properfy
Address:
City, State, ~
Contractor:
Coi
I e•
Date: e7(11 5
Plan !9F -Permit
Phone:
C
~
Phone: 3I 3;T5 -
Sub Contractors: Mechanical City License
Electrical City License Plumbing City License Company:
Company: Company
~X
Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval:
Construction Value:
Use of spaCe (desCfiption)'. (as calculated per the Building Valuation Data sheet)
Description of ork: • \
~a q~~ J Plan Review (due at time olsubmittal): ~
Sq. FtJLFt added: Squares BTU's Gallons AmF
Cc~,-~To~~
U r`.~~
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGnttmerv i
I hereby certify that the setback distances proposed by this permit application are accurate,
mles or regulalmns of lhe City of Wheal Ridge or covenants, easements or restrictions of r
allegations made are accurate; that 1 have read and agree to abide by all wnditions printed
u~s~pon„bilPermiL Plansa sbJclt to ileidnspecti9o~BUilding Gode Q.B.C) and all other app
CIRLCE ONEr (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (0...._
SIGNATURE: Date:
PRINT NAME:
DEPARTMENT USE ONLY
zoNwecoMMenTS%Wgwii~f.ec.n:}'AQl A 5 re9An,-441M S/13/08~
Zoning: 4p% C_ 1
Reviewerh-T
PUBLIC WORKS COMMENTS'.
Reviewer.
OCCUPANCY!_
BUILDINGDEPARTMENTCOMMENTS:/1JfJQ~%~/~~L"'"
Reviewer f~~Ua3IF3G
,5~• /'g: c'J8 Bld Valuation: $
FiRE DEPnRr _ z ov I comments ❑ disappmved 0 no review required 9
Denver Division
Tel: 303-375-9933
Fax: 303-375-9111
3710 Joliet Sireet
P,O, Box 390126
Denver, Colorado 80239
4/14/08
City of Wheat Ridge
Building Division
7500 W 29th Ave
Wheat Ridge, CO 80033
303-234-5900
Dear Building Division:
Please find enclosed a sign permit for the Safeway located at 3890 Wadsworth Blvd. I have
attached a site plan showing where the signs will be going, a spreadsheet of the square
footage, and the sign design sheets.
Please let me know if you need anything further and thanks for taking the time to work on this
submittal.
3 a erely,
VVI*
M. McHenry
Young Electric Sign Company
3770 Joliet Street
Denver, CO 80239
p.303-375-9933
f. 303-375-9111
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A ' City of
/ `7`Iheat~dge
% I;OMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 290 Ave.
April 18, 2008
Anna McHenry
Young Electric Sign Company
3770 W. 29' Avenue
Denver, CO 80239
Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
RE: Sign permit application for address 3890 Wadsworth Boulevard, Wheat Ridge, CO
Dear Ms. McHenry:
Your sign permit application for the above property has been reviewed and I have the following comments:
1. As the site plans indicate, 276 square feet of signage will be attached to exterior wall of the Safeway
Store located at the address above. City code allows for one (1) square foot of signage for every linear
foot of frontage the area being used has along the wall to which the sign is being attached.
Example: A building with 20 feet of frontage on a public street is allowed a 20 square foot sign, on that
wall.
As indicated by the calculation above, 276 squaze feet of signage is the maximum amount of signage that
the wall may have. Acwrding to your calculations and the plans submitted, the new signage being
proposed is approximately 159 squaze feet. There is no information submitted regarding the size of the
existing two signs that will remain.
In order to be able to accurately determine the amount of total signage on the exterior wall, measurements
of all signs, both new and the signs that will remain, need to be submitted with this plan.
Please resubmit a new, to scale plan showing the dimensions of the all signs that will be located on the exterior
wall of the Safeway Store.
More information may also be required to be provided by other departments depending on their comments
pertaining to this permit.
Please feel free to contact me with any questions or concerns at 303-235-2845.
Sincerely,
Adam Tietz
Planner, Community Development Department
City of Wheat Ridge, Colorado
p. 303.235.2845
atietz@ci.wheatridge.co.us
www.ci.wheatridge.co.us
City of
r~ VVh6atRsggle
OMMUNI'[Y DEVfLOPMFNT
Ciry of Whrst Ridgo Munieipal Building 7500 W. 20 Avc.
March 14, 2008
Whpat2idgqCO 80073•8001 P:303.235.2846 f:303,235,2857
Safeway inc.
6900 S. Yoeemiu St.
Cantennial, CO 80112
Re: Safeway Store # 1479 in Whcat Ridge, CO extuior improvements
"Co Whom It May Gancem:
Tho epplicetioa For the facade improvaments for Safoway Stare k1479 at 3900 WndswoRh 9tvd Avo in d+e Ciry of VJhoet Ridge has
been received and L 6ave the fallowing wmments.
Design
Tn 3une 2007, the ciry of Whest ftidge adapted the Architecnual and Site Aesign Manual (nDSb). The manuel was adopted in vrdec
to provida quelity dovelapment, redewlopmerrt and improvemenes w a11 now and existing commerciel, induafiel entl mu14i-family
hausiog sWctures.
The faGade impcove++le»u Droposed for 3900 Wadswnrth Blvd. do meet the ovetall goals and design regulations for eacisting
strueturos that aro proposing improvemants. There are some general design camponents of the project that De9i6n lieviaw
Committee (DRL) wauld Ue m see edd*psed prior to a Certlficare of Completion being issued frs+ the projact. Thn commenu below
are reffecied on the plans thet were suhmiROd.
! The stackad stone waimeoe located betwem the two mUantes on the wast clwation will need to be actended beymnd the nocth
mmd south envancea to nn Along the eatire west elevation of the store. The enteusion of the wainscot witl sstisfy the
requirement far a ehenBo in matoriels ae required by the Architectwel and Sits Besign Manual
2, The loWer pmt+ons nf the windaw6 at the narth entrance whore Sta*bucla will be locmed shall be left S OOYo xaiuyarent and aat
paintcd.
~ 3. lt is recommended, but not requ'vmd, that the eolumns not propoaed to rccei•e any arcwloctwal ereatmant on the west eievatlon,
xeceive as a whole ar a portion thereoFsome type azchitectural m color veaunent.
Signagc
A aaparate pernit tor aignage wRl rave to be obtsieed in order to begin work on any slgn changes. As the elavation plens
indicaSe, approximately 311 squsre faM aill 6e eontaiaed in bignap, City code allawe for one (1) squece foot of siguage for every
one (1) linear Eoot of &ontage the stare hes nlang the wall to which the sign is being attached.
Exsmpk: A buUding with 20 feot o4 6'oatage on a publio sueot is allowed s 20 squca foot sign, on thet well.
;
n ti 1. Accordmg to the plens thet were aubmittcd, the wall on which Ihe signs wi11 be atnched hBv a froMSge of spproximatdy 276
I\ feet As ciry code states, 276 squaze fcet af siga would be the largest amount of signage that can affixad co thie i"s11.
2. Whea oblaining e siga permit, it will be roquircd the plans indicaze the amoumt of frontege the building has and the exact
~ dimansions of all signagc being pcoposad•
Pleaze xview the responses and redlino comments and matce changes accordingly. Mare infocmatlnu may be required to be prondxd
5y other Aepaztmaets depending aa thair commOms peneiaing to ehis petmit. Befora e Canificate of Comptetion is iesueG, the coaeceion
of all discrepancees will need to he addrossed and will be mspected W ensure 5uth diecrepaocies ere in coupliaace with city regvlations.
Peel free to camact me with any ques[ions or concems at 303235.2845
Sinceroly,
Adam Tiets
Plazmec, Cammuuiry Developmenc
Ciry of Wheat Aidge
9500 W. 29" Ava
303.2352845 (v)
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7500 West 29th Avenue The City of
Wheat Ridge, Colorado 80033 Wheat
Telephone 303/235-2846 Ridge
August 24, 2005
OFFICIAL ADDRESS NOTIFICATION
NOTIFICATION is hereby given that the following address has been assigned to the property/properties as
indicated below:
PROPERTY
OLD ADDRESS: 3900 Wadsworth Blvd Wheat Ridee CO 80033 (Safeway Sunermarket oazkine lot)
NEW ADDRESS: 3890 Wadsworth Blvd Wheat Ridee CO 80033 (new fuel facilitv)
SUBDIVISION: Wheat Ridge Market Place LOT(s) BLOCK
PARCEL NO.:
NOTES: See attached vicinity map.
AUTHORIZED BY: Z4DATE: g 2¢ CE-
DISTRIBUTION:
1. Property Owner
2. Jefferson County Assessor, A'I"I'N: Data Control, 100 Jefferson Counry Parkway, Golden, 80419
3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419
4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033
5. Xcel Energy, ATT'N: Coaespondence, P.O. Box 840, Denver, 80201
6. Qwest Communications, Attn: Shirley Campbell, 12121 Grant Street, Room 601, Thomton, CO 80241
7. Comcast, Attn: Jon Alvino, 6793 W. Canyon Ave., #13C, Littleton, CO 80128
8. Water District: Wheat Rid¢e
9. Sanitation District: Wheat Ridge_
10. Fire District: Wheat Ridee
11. Wheat Ridge Planning Division
12. Wheat Ridge Building Division
13. Wheat Ridge Police Department
14. Log File
15. Other:
NOTE: Please notify all other parties concerned.
ADDRESS MAP UPDATED BY: DATE
"The Caznation City"
VICINITY MAP 3890 WADSWORTH
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1f11;4DSMR1"H BOU:LEJARD
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`~l General Notes
FACP
soya 104
.i-.
ELECTRICAL
o P P o P
102 • `~J'~,~
F WORK RM
100 101
SALES CASHIER 103
REST RM
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W
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~ C~
SCALE 1/4" = 1'-Q" NORTH
C)
e o
ire Fire Protection S mbo s E ui ment fist
s ml~ai S mbol Descri tion t . P r Y p Q y a t number Remarks
C 30cd
o a e ro f i
z
acua ions P
F
2zLxRxl VD=
1000 FACP
1
Current Circuit Current Total Current Cumulative End of Minimum Current Per
Circuit Circuit Per Output Wire Per per Circuit Wire Voltage Line Operating
Number Type Circuit Voltage Gauge Device Device Circuit Remaining Distance Drop Voltage Voltage
1 Horn 1.50 24.06 16aw PG2430 -Horn .Oa') 15' .001
TOTAL .0~`~; 1,50 1.451 15' .001 20,399 16.00
2 Strobe 1.50 24.00 16aw PC2430 -Strobe .11 15' ,002
TOTAL .990 1.50 1.387 15' ,002 20.398 16.00
Notes:
All Current Calculations Are In Amps. ~t r ~ t
All Voltage Calculations Are In Volts D.C.
Resistance Is From Table 8 - 2002 NEC.
i
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Hours Of Supervision: 24 = 24.000
Minutes Of Alarm: 5 = 0.083 I
Device Device Total Supervisory Alarm Supervisory
Item Quantity Device Description Current Current Current
1 3 2W-B Smoke dekector .0001 .130 .0003
2 1 PC2430 Horn Strobe -Horn section .0000 .049 .000 1
3 1 MR-2100 FACP ,0000 ,113 .123
4 TOTAL ,1233 i
Su ervisor ;
Total: .1233 Amps
X Hours Of Supervisory: 24.00 Hours
Subtotal: 2.959 Amphau
Alarm r..._._
Total .829 Amps
X Hours Of Alarm: ,083 Hours a er
Subtotal .068 Amphou e i~~ ra
a cu a ions
Totals
Total Supervisory: 2.959 Amphou
Total Alarm: .068 Amphou
Subtotal: 3.027 Amphou L
+ 20% Safety f actor: .605
MINIMUM BATTERY REQUIRED: 3.632 Amphou J
BATTERY SUPPLIED: 7,00 Amphau
S stem Layout
Date
4/17/2406 FAml
Scale
1 /4" -1'
City of Wheat Ridge
Comm. Fire Alarm PERMIT - 060251
PERMZT N0: 060251
JOB ADDRESS: 3890 Wadsworth Blvd
DESCRIPTION: Fire Alarm System
ISSUED: 04/19/2006
EXPIRES: 10/19/2007
CONTACTS
owner 720/319-3983 Safeway Fuel Station
gc (30/3) -922 02-2238 COMPLETE FIRE PROTECTION
PARCEL INFO
ZONE CODE: PCD USE: UA
SUBDIVISION: UA BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED PROSECT VALUATION: 2,000.00
FEES
Permit Fee 90.10
Total Valuation .00
Use Tax 36.00
TOTAL 126.10
Comments
CR: per 2002 NEC. Subject to field inspection.
I hereby certify that the setback distances proposed by this permit application are accurate, and do noe violate applicable
ordinances, rulea or regulations of the City of Wheat Ridge ar covenants, easements or restrictions of remrd; Chat all
measurementa shown, and allegations made are accurate; that I have read and agree to abide by all condicions printed on this
application and that I assume full responsibility for compliance with the wheat Ridge Building Code (I.B.C) and a11 other
.une-r a~c nrdinances. for work under this permit. Plans subject to field inspection.
Sig ~ of contractor/owner -
1. This permit was issued in accordance with the provisions eet 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 Cicy.
2. This permit sha11 expire if (A) the work authorized is not commenced within sixty (60) days Erom issue date or (B) t e
building authorized is suspended or abandoned for a period of 180 days. rovided no
3. If this permit expires, a new permit may be acquired for a fee of one-half the amount mrmally reqvired, p
changes have been or wi11 be made in the original plans and specifications and any suspension or abandonment has m[
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.
4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
5. Contrac[or ahall notify the Huilding 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 speciPications shall not be construedlaW brule ormregula[ionY
an approval of, any violati the provisions of the buildin9 codes or any other ordinance,
All pla n revs~1 to field spections.
Signatur of Chi Huildi O ical 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.
PropertyAddress: '51z5cko
rr.,tractor License No.:
Company: Cp ~~Q~ ~\M `1 V-DtG'6n
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildina Dept. Va/uation Figure: $
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 Clty of
Wheat Ridge or covenants, easements or restrictions of record; thai all measurements
shown, and allegations made are accurete; ihat I have read and agree to abide by all
conditions printed on this application and that I assume full responsibility for
compliance with the W heat Ridge Building Code (I.B.C) and all other applicable W heat
Ridge Ordinances, for work under this permit. Pians subJect to field Inspection.
(OW NER)(CONTRACTOR): SIGNED
(OWNER)(CONTRACTOR):PRMTED DATEUse of Space (description):
Description of work: ~i,re, 6'r,1+11 Sc.ec+-.
Sq. Ft. added
BUII.DING
COMMENTS:
Approval:
Zoning:
Phone: `jyp- 3 lil _ 39 g3
Phone: 3J9;ia - /oss
Value:$ 6)6c~
Permit Fee:$
Plan Review Fee:$
ce Taz $
Total:$
USE ONLY
COMMENTS: ~D1CC_+ -kz ~lC].Q~ \YLSP
Approval:
IORKS COMMENTS:
Approval:
DEPARTMENT COMMENTS:
Approval:
Walls: Roof: Stories Residential Units:
Sq.Ft.:
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Expiration Date: Expiration Date: Expiration Date:
Approval• Approval: Approval:
(1) This permitwas issued in accordance with the provisions setforth in your application and is subjectto the laws ofthe State of
Coloredo and to the Zoning RegWations and Building Codes of Wheat Ridge, Colorado or any other appiicable 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 180 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normaily required, provided no changes
have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one
(1) yeac If changes have been or if suspension or abandonment exceeds one (i) year, iull fees shall be pald for a new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a dreinage problem.
(5) Contractor shall notiTy the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wririen
appmval 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, anyviolation ofthe provisions ofthe building codes or any other ordinance, law, rule orreguladon. All plan review
is subJect to field inspections.
Chief Building Official
` WHEArP Cityof Wheat Ridge Building Permit Number:
Community Development Department Date:
MINOR
. Arr+.. ♦ rs~i )'6" A
•RF/'LAi
WHEAT RIDGE FIRE PROTECTION DISTRICT
PO BOX 507 • 3880 UPHAM STRE6T • WHEAT RIDGE, COLORADO $00340507
303-403-5900 • FAX303940-0350 • WWW.WRFIRE.ORG
Complete Fire Protection, Inc. April 17, 2006
Sean Suppi
2111 South Jason Street
Denver, Colo. 80223
Re: Safeway Fire Alarm, 3890 Wadsworth Blvd.
The following requirements aze made under the 2003 International Fire Code adopted
by the Fire Boazd of the Wheat Ridge Fire Protection District and the City Council of the
City of Wheat Ridge, Colorado.
1. Heads shall have updated locations on activation at panel
2. All components of the alarm shall be tested for final approval.
3. A complete system test sha11 be performed before a final test is scheduled with the
Fire District and the City of Wheat Ridge.
4. For the owner of the building the requirements are as follows:
• List of hazazdous materials stored or used at each tenant.
• Signs on the front doors to each unit stating," THESE DOORS TO REMAIN
LTNLOCKED WHILE THE BUILDING IS OCCUPIED".
• Fire extinguishers with a minimum rating of 2A-40BC shall be in each unit
and checked every year by a certified company.
• Emergency exit lighting shall be provided in each exit way.
5. Battery back up sha11 be up-to-date with the month and year of installation.
(Replace if over three yeaz.)
6. Addresses shall be placed on the electrical and gas meters that service each
individual units.
7. The fire alazm panel shall have all the contact information including appropriate
codes for said system.
8. Pull station shall be clear at all tunes.
Any questions regazding these requirements contact me at the Fire District.
Revi wed by,
~l~~~ ~
Doug asl J. ab'S a
Fire Mazshal
Fire Code Inspector # 5083898-66
~ Flre•LITerALal't'71S
www.fiielite.com
July 12,
MS-5024(E)
Fire Alarm Control Panel
with built-in DACT
Section: ControVCommunicators
GENERAL
The Pire•Lite MS-5024 is a 24-volt, five-zone fire alarm
control panel with built-in communicator. The integral com-
municator transmits event information (alarms, iroubles,
supervisories, faults, etc.) to a UL-Listed central station.
The MS-5024 may be used in a variety of cost-effec[ive
applicalions, including: local fire alarm control panel (com-
municator disabled), fire alarm control panel/communica-
tor, stand-alone sprinkler supervisory communicator or
slave communicator to a UL-Listed host fire alarm panel
(requires N.O. dry contacts to trigger five channels). Se-
lectable transmission formats allow the MS-5024 to com-
municate to virtually all central stations.
FEATURES
• Five programmable Initiating Device Circuits (zones).
Each zone may be programmed for:
✓ Two-wire smoke detectors.
✓ N.O. contact devices (pull, heat).
✓ Four-wire smoke detectors.
✓ Waterflow operation.
✓ Supervisory operation.
✓ Auto-reset supervisory operation.
• Two built-in, Class B(Style Y) Notification Appliance Cir-
cuits (NACs).
• Notification Appliance Circuits may be programmed:
✓ Silenceable.
Non-Silenceable (a strobe circuit can keep Flashing
after the panel is silenced).
✓ Auto-Silence (program 5 to 30 minutes).
✓ Silence Inhibit (60 seconds).
✓ Coding (March Time, Temporal, California).
• 3.0 Amps of Notification Appliance power.
• Two built-in, fully programmable, Form-C relays.
• Dual-line rotary- or Touch-Tone(D-dial DACT interfaces
to public telephone network (leased phone lines are not
required).
• 24-Volt operation.
• Built-in voltmeter measures:
✓ Zone voltage.
✓ Primary AC line voltage.
✓ Battery voltage.
✓ Notifcation Appliance Circuit(s) voltage.
✓ Resettable 24-volt power.
• Surface Mount Technology (SMT).
• Fully programmable via built-in keypad (no costly exter-
nal programmers necessary).
• Complies with NFPA 72 (Local, Central Station and Re-
mote Station [DACT only - not polarity reversal] Fire
ni....., c„&mmel
Califomia
ire
O M EA E~~ Marshal
UL 131-94-E (~d 7165-0075:175
LISTED FCC 4
5624 1 W6USA-20004-AL-E
(MS-5024,
MS-5024E)
MS-5024
• Reporting Formats include:
✓ 3+1, 4+1, 4+2 Standard + Expanded.
✓ 4+1, 4+2, Ademco Express.
• Integral battery charger for up to 60 hours of standby
power.
• Fuseless, power-limited technology meets UL power-lim-
iting requirements.
• Programmable Alarm Presignai Timer, Alarm Verifcation
Timer and Optional Trouble Reminder.
• Single-person walk test.
• Fire drill function.
• Zone disable capability (sokware).
• 32-Event history buffer with time and date stamp.
• Accurate real-time clock.
• Extensive built-in [ransient protection.
• Electronics and operational control5 fully enclosed in lock-
able cabinet capable of housing batteries up to 7 AH.
• 230 VAC, 50 Hz international version available.
Fire•LitelD Alarms is a Honeywell company. 'SO 9001 l
This document is not intendetl to be usetl for installation purposes. We lry to keep .
our protluct information up-to-tlate and acwrate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject m ~
change wilhout notice. EN6I19EIIf69MAl11FlIC1YYl'i
For more information, contact Fire•Lite Alarms, One Fire-Lite Place, Northford, QURIITY SYSTEMS Maeeinmeu.S.A.
Connecticut 06472. Phone: (800) 627-3473, Toll-Free FAX: (877) 699-4105.
P-c 1 or 3
SPECIFICATIONS
• Single PC board design using Surface Mount Technol-
ogy (SMT).
• Two modular telephone jacks for wnnection to RJ31X/
Modules.
AC Power
• 120 VAC, 50/60 Hz, 1.3 amps.
• 230 VAC, 50 Hz, 0.68 amps ("E" suffix).
• Wire size: minimum 14 AWG (2.0 mm') with 600-volt in-
sulation.
• Built-in brownout circuitry.
• Built-in voltmeter.
Communicafor
One line-active indicator for each of two phone lines.
"Kiss-Off' signal LED.
Dual "low telephone voltage detecY" circuitry.
Programmable event codes per each format.
Up to 58 transmitted events/messages.
Selectable/deselectable transmissions of 58 events.
Five zones may be configured to five channels as a slave
communicator (channels are auto-resettable).
Communication Formafs
Express formats allow complete transaction to be commu-
nicated in under five seconds.
20 PPS, 3+1 standard and expanded.
20 PPS, 4+1 standard and expanded.
20 PPS, 4+2 standard and expanded.
4+1 and 4+2 Ademco Express.
IniTiating Device Circuifs (zones)
The MS-5024 includes five programmable Initiating Device
Circuits (zones). Circuits 1, 2, 4, and 5 are Style B(Class
B). Circuit 3 is Style D(Class A). Use the CAC-SF, Class A
converter module, to convert all Class B IDCs to Class A.
Each zone may support two-wire smoke detec[ors. Pro-
gramming options include:
• Waterflow-Silenceable/Non-Silenceable.
• Supervisory-Standard/Auto-Reset.
• Pull Station.
• Normally Open Contact device.
All circuits are power-limited and also fully supervised. They
allow up to 100 ohms of line resistance and allow for use of
12 to 18 AWG (3.1 to 0.78 mm') wire.
Notification Appliance Circuits
• Two Style Y(Class B) @ 1.5 amps each.
• All circui[s are fully power-limited and meet UL power-
limiting requirements using fuseless technology.
Auxiliary Oufputs
• Resettable four-wire smoke detector power @ 300 mA.
• Non-resettable power @ 300 mA.
NOTE: Use of auxiliary power outputs does not derate avail-
ab/e 3 amps of NAC power.
• Two fully programmable Form-C relays.
CABINET SPECIFICATIONS
The cabinet is red with a dark blue overlay. Knockouts on
the top, sides, and back provide ease of wire entry. The
cabinet can be surface or semi-flush mounted and is com-
pact in design.
Dimensions:
Door: 14.75" high x 12.75" wide
(37.465 cm high x 32.385 cm wide).
Backbox: 14.5" high x 12.5" wide x 3.0" deep
(36.83 cm high x 31.75 cm wide x 7.62 cm
deep).
Trim Ring: Part # TR-3-R
17.625" high x 15.625" wide
(44.768 cm high x 39.688 cm wide).
PRODUCT LINE INFORMATION
MS-5024 Five-zone, 24-volt, Fire Alarm Control Commu-
nicator. Includes backbox, hansformer, techni-
cal manual, and a frame & post operating in-
s[ruction sheet.
MS-5024E Same as above with 230 VAC, 50 Hz trans-
former (UL Listed).
RZA•5F Five-zone Remote Annunciator mounts to a
single-gang box (requires ADM-24).
ADM-24 Annunciator Driver Module.
CAC-51F Class A Converter Module. Converts all Class
B Initiating Device Circuits (zones) to Class A.
NACA-21F Class A Converter module. Converts both Class
B Notification Appliance Circuits (NAC) to Class
A.
DP-5024 Internal Dress Panel.
MCBL-7 , DACT phone cord, 7 feet long, (two required).
BB-17F UL listed battery backbox. Required for batter-
ies over 7 AH.
TR3-R Trim ring.
BAT-1242 Battery, 12-volt, 42 AH (two required).
BAT-1270 Battery, 12-volt, 7.0 AH (two required).
BAT-12120 Battery, 12-volt, 12.0 AH (two required, requires
88-17F backbox).
BAT-72170 Battery, 12-volt, 17.0 AH (fwo required, requires
BB-17F backbox).
5024RB Replacement motherboard.
Page 2 of 3- DF-51267 • 07112/04
Models Available
Strobe Models
White
Red
SC2415W
SC2415
SC241575W
SC241575
SC2430W
SC2430
SC2475W
SC2475
SC2495W
SC2495
SC24115W
SC24115
SC24177W
SC24177
HornjStrobe Models
White
Red
PC2415W
PC2415
PC241575W
PC241575
PC2430W
PC2430
PC2475W
PC2475
PC2495W
PC2495
PC24115W
PC24115
PC24177W
PC24177
Accessary Mounting Plates
White .R.ed
BBSCW BBSC
Product Overvlew
Lower current draw
Available in 15, 15/75, 30, 75, 95, 115,
and 177 candela
HornJstrobe models include a three
position switch tor field-selecting horn
tones:
- Electromechanical/3KHz
- Temporal/Norrtemporal
- High/Law dBA output
Cefling-specific shape, proflle, and
aesthetics
Synchronizable with MDL Sync•Circuit"'
module
Mounts to 4"x 4`x 1%"" back box
Round sfiape offers greater placement
fiexibility
@
X
S
,M,o
55511
30065Efi
6100E
1440PE
54011
]1251]G9:101
71351209:I04
System Sensor's SFectrAlerY ceiling mount series strobes and horn/strobes otfer a
fresh approacb to addressing the unique needs for ceiling mount applfca#ions.
Technology. Like the original SpectrAlert, the SpecteAlert ceiling mount secies
offer significant curcent draw reductions over other ceiling mount strobes and
horn/strobes.
installation. SpectrAlect's compact design also offers ins[alla[ion savings. The
strobe and hoin/strobe models mount [o a 47x4'"x1%f back box, and take up
little room in the back box, making connections easier. And with SpectrAlert's
round shape, it is not necessary to align the back box with the room's walls.
SpectrAlert always Iines up.
Fiexibllity. SpectcAlert cciling mounc strobes and horn/strobes are available in
seven different candelas, includiog 177 candela for sleeping areas. The hornl
strobe's tones ace field-selectable through the use of a three position swicch
located on the back of the unit. Selecrions include electromechanical
and 3 KHz tones, temporal and nomremporal pacrems, and high and
low volume.
Aesthetics. SpectrAlert ceiling strobes and horn/strobes offer a design that is sensi-
tive [o the aesthetic demands of ceiling moun[ applications. The round shape main-
tains a low profile appearance, similar to that of a smoke detecror and provides
clearly visible "FIRE" identification kom all angles.
Engineering Specificatlons
Strobe
Stcobe shall be a System Sensoc SpectrAlert Model Iisted to UL 1971 and be approved for 6re procec[ive ser
vice whece ceiling mount strobes are permitced. The strobe shall be wired as a primary signaling notification appliance
and shall flash at 1Hz over the strobe's entire operating range. The s[robe lighr shall consist of a xenon flash mbe and
associated lensheftector system.
HornJStrobe Combination
Horn/strobe shall be a Syscem Sensor SpectrAlert Model listed to UL 1971 and UL 464 and be approved
for fire protective service whece ceiling mount horn/strobes are permitted. The horn/strobe shall be wired as a primary
signaling notification appliance and shall flash at 1Hz ovec its entire operating range. The strobe light shall consisc of a
xenon flash tube and associated lens/reflector sysrem. The horn shall have two tooe options, two audibility options, and
the option [o swi[ch between a tcmporal and a non-remporal continuous pa[rern. These options shall be selected by a
multi-position switch. Sxrobes shall be powered independently of the sounder with the removal of facmry installed jump-
er wires. The horn on horn/strobe models shall operare on a coded or non-coded power supply.
Noce: The strobes must be powered continuously for the horn to operace.
General Speciflcationa
Diinensions Indaor Operating Temperature Weight
6.8" diameter 320 to 1200 F(0° to 49°C) 5.3 oz. (150 grams)
Mounting
4"x 4"x 1%" back box or
4"x 4"x 21/a back box (with skirt)
SpectrAlert Mounting Dlagrems
000
00
~
8
d
Strobe or Horn/Strobe wkh Mounting Plate
8
000
00
-TF_ 7~ ,
d
axax2%a"
BBSCW
Strobe or Horn/Strobe with Accessory Back Box Skirt
Electrical Speciflcations
Operating Vultage
24 VDC and FWR' unfiltered
Opera[ing Vottage Rasige
16-33 V
U.S. Patent PJumbers
6,049,446
6,057,778
D424,465
input Terminais
12 to 18 AWG
0p°ra2lrig Voltage Range w/Syne•Clrcult
Moduie'
1733 V
Notes
1. Full Wave Rectifietl (FWR) voltege is a nonregulatetl, time-varying power souroe that is usetl on some power supply antl pan¢I ouLOUts.
2. The MDL causes a oneaolt voltage drop in the notifiwtion appliance circuit.
Table 1-A: SpeetrAlert Strobe UL Max. Current Draw (mA RMS) Table 1•B: Hom UL Max. Curtent Drew MeasuremeMS (mA RMS)
Stro6e
Setting
1633V PWR Operating
Current - Strobe
{mA RMS)
1633Y DC Operating
Current - Strobe
(mA RMS)
15
68
64
15/75
77
78
30
107
113
75
197
205
95
239
274
115
298
325
177
399
489
1633V (DC)
1633V (FWR)
Temporal
Low
Electromechanical
23
23
Volume
3000 Hz Interruptetl
33
23
High
Elect romec hanic al
53
44
Volume
3000 Hz Intermptetl
57
40
Norv
Low
Electromechanical
37
29
Temporal
Volume
3000 Hz Interruptetl
32
33
High
Electromechanical
49
49
Volume
3000 Hzinterruptetl
56
58
Table 1-0: 24V DC Horn/Strobe UL Max. Current Drew Measurements (mA RMS)
Temparol
Non-Temporel
Low Volume
Migh Yolume
Low Valume
Xigh Vnlume
Cantlela Setting
Electromeehanical
3000 H.
Elocfromachanical
3000 Hz
Electromechanical
3000 Hz
Electmmechanicai
3000 Hz
15
73
73
76
78
75
75
81
86
15/75
89
89
91
92
89
90
96
98
30
126
125
128
128
125
125
131
134
75
225
222
222
222
219
219
221
222
95
272
270
271
271
266
265
269
270
115
297
297
296
296
291
290
292
293
177
512
504
501
496
491
493
491
496
Explanatlon of Publlshed Voltage, Current, and SPL Speeifleations
In May 2004 Underwri[ers Laboratories changed standard
UL 1971 to require that operating current measuremments
are made using RMS (root mean square) instead of peak
or average values. RMS measurements more accurately
predict the power consumption of a device since they [ake
into aceount the entire current draw profile including surge,
repetitive surge, and peak values. The published RMS cur-
rent is [he maximum operating current of [hat device within
i[s operating voltage range. This current maacimum may or
may not occur at the endpoints of the voltage range.
Similarly, UL tests the audibility of devices in accordance
with UL 464 by measuring them across the operating volt-
age range to determine the minimum sound pressure level
produced at any particular setting.
During May 2004, UL also changed the way they list the
vol[age range of a device. All 12V products will be listed
between 8- 17.5V and all 24V products will be listed
between 16 - 33V. Those devices are considered "regulat-
ed". Any product [hat does not operate within [hese ranges
will be listed as a"special application" wi[h its operating
voltage specified on the device.
Notes
1. Current draw for strobe-only products is shown in Table 1-A.
2. 24VDC 2-wire horn/strobe current draw is shown in Table
1-C.
3. Current draw for other horn/strobe power supplies can be
calculated by adding the strobe current in Table 1-A to the
horn current in Table 1-B from the chosen settings.
Horn Sound MeasuremeMS (dBA)
Selectable Horn Tpnes
16-334
Temporal
Low Volume
anical
75
Interrupted
erruDtetl
75
HighVOlume
hanical
80
R
erruptetl
S1
Non-
Low Volume
hanic al
79
Temporal
erruptetl
79
High Volume
hanical
84
3000 Hz Intefruptetl
86
OrderlnE Informatlon
1-- 2.2'
-
6I.0" O
1
SpectrAlert Ceiling Mount Strobe
Model No.
Description
SC2415
Ceiling-mount s[robe. 24 volt, 15 cande
SC2415W
Ceiling-mount strobe, 24 volt, 15 cande
SC241575
Eed
Ceiling-mount strobe, 24 volt, 15/75 c
SC241575W
Ceiling-mount strobe, 24 voli, 15/75 chite
SC2430
Ceiling-mount strobe, 24 volt, 30 cande
SC2430W
Ceiling-mount strobe, 24 volt, 30 candela, white
SC2475
Ceiling-mount strobe. 24 volt, 75 candela, red
SC2475W
Ceiling-mount strobe, 24 volt, 75 candela, white
SC2495
Ceiling-mount strobe, 24 volt, 95 candela, red
SC2495W
Ceiling-mount strobe, 24 volt, 95 cantlela, white
SC24115
Ceiling-mount strobe, 24 volt, 115 candela, retl
SC24115W
Ceiling-mount strobe, 24 volt, 115 cantlela, white
SC24177
Ceiling-mount strobe, 24 volt, 177 candela, red
SC24177W
Ceiling-mount strobe, 24 volt, 177 cantlela, white
PC2415
Ceiling-mount hom/strobe, 24 volt, 15 candela, retl
PC2415W
Ceiling-mount horn/strobe, 24 volt, 15 candela, white
PC241575
Ceiling-mount horn/strobe, 24 volt, 15/75 candela, retl
Svstem Sensor Sales and Servlce
SpectrAlert Dimensions
PC241575W
Ceiling-mount horn/stiobe, 24 volt, 15/75 cantlela,
white
PC2430
Ceiling-mount hom/strobe, 24 volt, 30 candela, retl
PC2430W
Ceiling-mount hom/s[robe, 24 volt, 30 cantlela, white
PC2475
Ceiling-mount horn/strobe, 24 volt, 75 candeia, red
PC2475W
Ceiling-mount horn/strobe, 24 volt, 75 cantlela, white
PC2495
Ceiling-mount horn/strobe, 24 volt, 95 candela, red
PC2495W
Ceiling-mount hmn/strobe, 24 volt, 95 candela, white
PC24115
Ceiling-mount horn/strobe, 24 volL 115 cantlela, red
PC24115W
Ceiling-mount hom/strobe, 24 volt, 115 candela,
white
PC24177
Ceiling-mount hmn/strobe, 24 volt, 177 candela, retl
PC24177W
Ceiling-mount horn/strobe, 24 volt, 177 candela,
white
ncces,ones
MDL
Sync•CircuitT"" Motlule, retl
MDLW
Sync•Circuit'MMOtlule,white
BBSC
Surfacrmount back box skirt, red
BBSCW
Smface-mount back box skirt, white
System Sensor Headpuarters
System Senwr Canatla
System Senaor In Chlna
3825 Ohio Avenue
Ph: 905.812.0767
Ph: 8629.8832.0119
SL Charles. IL 60174
Fx: 905.8120771
Fx: 8629.8832.5119
Ph: 800/SENSOR2
System Sensor Europe
System Senaorin Singapore
Fx:630/377-6495
ph:44.140 3 2 7 6 500
Ph65.62732230
www.systemsensor.com
Fx:44.1403.276501
Fx65.62732610
System Senaor- Far East
Ph: 85.22.191.9003
Fx: 85.22.736.6580
System Sensor - pustralla
Ph: 613.54281.142
Fx: 61354281.172
System Sensor - InEla
Ph: 91.124237.1770 x.2700
Fx: 91.124.237.3118
Syatem Sensor - Russla
Ph: 70.95.937.7982
Fx: 70.95.9377983
0 2005 System Senmc The wmpany reserves lM1e righ[ lo cM1ange protlucl specifications wltM1OUI notice. A05 102S008•9/05•#1530
Models Available
Two-Wire Models
2W-B
2WT-B
2-wire standard
2-wire standard with thermal
Pour-Wire Models
4W-B
4-wire standard
4WT-B
4-wire standard with thermal
Accessaries
2W-MOD2
2-wire loop test/maintenance module
SENSRDR
Sensitivity reader
RT
Removal/replacement tool
A77-AB2
Retrofit adapter bracket
Product Overvlew
Plug•in detector line - mounting base System Sensor's i'"" series smoke detectors represent a significant advancement in
included conventlonal detectlon. The 13 family Is founded on three prlnciples: Installation ease,
Inteliigence, and Instant inspection.
Large wire entry port
In•line terminais with 5EM5 screws Instailation ease. The i' line redefines inscallacion ease with its plug-in design.
This allows an installer to pre-wire the bases included with the heads. The large
Mounts to octagonal and single-gang w'ire entry port and in-line terminals provide ample room for neatly rouiing the
baekboxes, 4square baekboxes, or w'iring inside the base. The base accommodates a variery oE back box mount-
direet to eeiling ing methods as well as direct mouncing with drywall anchors. To complete
the installation, i3 heads plug-in to the base with a simple Srop-Drop 'N Lock
Stop-Drop 'N Lock'" attachment to base action.
Removabie deteetor eover and ehamber Inielligenee. i3 dececrors offer a number of intelligent features to simplify
for easy cleaning
testing and maintenance. Drift compensation and smoothing algorithms are
standard with [he i3 line, ro minimize nuisance alarms. When connecred to the
Built-in remote maintenance signaling
2W-MOD2 loop tesdmaintenance module, or a panel equipped with the i3
pmrocol, 2-wiee i3 dececcors are capable of generating a remoce mainteoance
DNft eompensation antl smoothing
signal when they are in need of cleaning. This signal is indicated via an LED
algorithms
located at the module and the panel. To read [he sensitivity of i3 detectors, the
SENS-RDR is a wireless device that displays the sensitivity in terms of percent
Simplified sensitivlty measurement
per foot obscuration.
Wide angle, dual eolor LED Intlicatlon Instant inspection. The ii series provides wide angle red and green LED indica-
Loop testing via EZ Walk feature tors for instant inspection of the detector condition, indicating: normal standby,
ouo-of-sensmvity, alarm, or freeze trouhle conditions. When connecred co the
BWlbin test switeh 2W-MOD2 loop tesdmaintenance module or a panel with the i3 protocol,
the EZ Walk loop test feamre is available on 2-wire i3 detectors. This feamce
~ ~ verifies the initiating loop wiring by providing LED status indication at each
118iED ~Fe ~ 'FF•• EA ved appMSFM derector.
5911 3011946 I1121209210 290.01 E 2093
Architect/Engineer SpeelFlCations
Smoke detector shall be a System Sensor
i3 Series model number , lisred ro
Underwrirers Laborarories UL 268 £or Fire
Protec[ion Signaling Systems. The dececcor
shall be a photoelectric rype (model 2W-Q,
4W-B) or a combination photoclccaid
thermal (model 2WT-B, 4W7=B) with ther-
mal sensoc raced ae 135°F (57.2°Q. The
dececror shall indude a mounting base for
mounting to 3'fe-inch and 4-inch occagonal,
single gang, and 4-inch square back boxes
Eleetrical Specifications
Operaling Vultege
Nominal: 12/24V non-palariEetl
Min.: B.SV
Max.: 35V
Mzxln'wm Rippie Vol[a@e
30%peak m peak of applied voltage
LEO Mode Green LEI]
Power up 81ink every 10 secontls
Normal(standby) Blink every 5 seconds
Out of sensitivity off
Freeze trouble off
Alerm off
Physlcal Specificatlons
Opera[in@ Tr.rnpe.ra;ure Hange
2W-B antl 4W-B: 32°F-120°F (0°C-49°C)
2WT-9 and 4WT-e: 32°F-100°F (0°C-37 8°C)
Gpereting Humidlty Rang6
0 to 95% RH non-condensing
'.'nermal Srnsor
135°F(57.2°C)flxetl
FIBP.29 TI'OObIP.
2WT-B and 4WT-8 only: 41°F (5°C)
Ordering Iniormation
with a plasrer ring, or direc[ mount ro the
ceiling using drywall anchors. Wiring com
nections shall be made by means of SEMS
scmws. The detector shall allow pre-wiring
of the base and the head shall be a plug-
in type The de[ectoc shall have a nomi-
nal sensitiviry of 2.5 % per foot nominal
as measured in the UL smoke box. "Che
detector shall be capable of aummatically
adjusting its sensitiviry by means of dcift
compensa[ion and smoo[hing algorithms.
The detector shall provide dual color LED
indication which blinks to indicate power
up, mrmal standby, out of sensitiviry,
alarm, and freeze trouble (model 2WT-B,
4Wr-6) condi[ions. When used in conjunc-
[ion with t6c 2W-MOD2 modulc, 2-wirc
models shall include a maintenance signal
ro indicare the need for maintenance ac the
alarm concml panel, and shall provide a
loop rescing capabiliry co verify che circuit
without tes[ing each detector individually.
Stentlby Current Prak StaPdby Curtent
2wire: 50 pA maximum average 2-wire: 100 pA
4-wire: 50 pA maximum average 4-wire: n/a
Maeimum Alerm Current
2-wire: 130 mA limitetl by contral panel
6-wire: 70 mA @12V. 23mA @ 24V
Alarm Contact Ratings
2-wire: n/a
4-wire: 0.5 A@ 30V AC/DC
Conclition !JU'etion
Inllial L[0 status Indiwtion 80 seconas
Hetl LFL
Blink every 10 secontls
of(
Blink every 5 serontls
Blink every 10 seconds
Solid
SP.lISi[1Y1[y
25%l nominal
~rput Terminals
14-22 !1W G
DImenvons Iinclutling oasel
5.3 Inches (12] mm) diame[er
20 inches (51 mm) height
Welght
6.3 U. (178 grams)
Model
Thermal
Wiring I AlarinCUrren[
2W-B
No
2-wire
130 mA max. limitetl by control panel
2WTB
Ves
2-wire
130 mA max. limitetl by contral panel
4W-B
No
4-wire
20 mA @ 12V, 23mA @ 24V
4WT-B
Yes
4-wire '
i 20 mA @ 12V, 23mA @ 24V
Matlel
Uescription
2W-MOD2
2 wire loop test / maintenance motlule
SENSROR
Sensitivity reatler
RT
Removal / replacement tool
A77-AB2
ReVofit atlapter bracket, 6.6 in (16.76cm) diameter
Moun[ing
3kinch octagonal back box
4-inch octagonal back box
Single gang back box
4-inch square back box with a plaster ring
pirect mount to ceiling
System Sensor Sales antl
Service
System Senaor Xeetlquarters
System Senaor CanaOa
System Sansor In China
System Sensor - Far East
Systam Sensor - Indla
3825 Ohio Avenue
Ph: 905.812.0767
Ph: 86.29.5832.0119
Ph: 8522191.9003
Ph: 91.124.6371770 x.2]00
St. Charles. IL 60174
Fx: 905.8120771
Fx: 8629.8832.5110
Fx: 8522.736.6580
Fx: 91124.637.3118
Ph: 800/SENSOR2
System Sensor Europe
System Senaor in Singapore
System Sensor - Austrella
System Sensor - Rus61a
Px:630/377-6495
ph44.1403.891920
Ph:65.6273.2230
Ph613.54281.147
Ph70.95.937.7982
www.systemsensor.com
fx:44.1403.891921
Fx65.62732610
Fx618.56281.172
Fx70.95.937.7983
0 2004 System Sensoc The company reserves tM1e rigM1l to change Omduct speclMCations wltM1OUt notice. A050318 005•6/04•#1280
July 14, 2004 DF-52004 F-050
~ FICe•LIT@rALaI"1"YlS BG-12 Series
Manual Fire Alarm Pull Stafions
www.lirelite.com Section: ConventionallndiatingDevices
GENERAL
The Fire•Lite Alartns BG-12 Series is a cost-effective, fea-
ture-packed, non-coded series of manual fire alarm pull
stations. It was designed to meet multiple applications
with the installer and end-user in mind. The BG-12 Series
features a variety of models including single- and dual-
action versions.
The BG-12 Series provides Fire•Lite Fire Alarm Control
Panels (FACPs), as well as other manufacturers' controls,
with a manual alarm initiating input signal. Its innovative
design, durable construction, and multiple mounting op-
tions make the BG-12 Series simple to install, maintain,
and operete.
FEATURES
• Aesthetically pleasing, highly visible design/color.
• Attractive contoured shape with light textured finish.
• Meets ADA 5 Ib. maximum pull-force.
• Meets UL 38, Standard for Manually Actuated Signaling
Boxes.
• Easily operated (single- or dual-action), yet designed to
prevent false alarms when bumped, shaken, or jarred.
• PUSH IN/PULL DOWN handle la[ches in the down po-
sition to clearly indicate the station has been operated.
• The word "ACTIVATED" appears on the top of the handle
in bright yellow, further indicating operation of the sta-
tion.
• Operation handle features white arrows showing basic
operation direction, for non-English-speaking persons.
• Braille tex[ included in finger-hold area of operation
handle and across top of handle.
• Multiple hex- and key-lock models available.
• U.S. patent-pending hex-lock needs only a quarter-turn
to lock/unlock.
• Station can be opened for inspection and maintenance
without initiating an alarm.
• Produc[ ID label viewable by simply opening the cover;
label is made of a durable long-life material.
• The words "NORMAL" and "ACTIVATED" are molded
into the plastic adjacent to the alarm switch (located in-
side).
• Four-position terminal strip molded into backplate.
• Terminal s[rip includes Phillips combination-head cap-
tive 8/32 screws for easy connec[ion to Initiating Device
Circuit (IDC).
• Terminal screws backed-out at factory and shipped ready
to accept field wiring (up to 12 AWG/3.25 mm').
/ California
Marshal
C c~ ~ US 71
50-0075:184
LISTED
FM M! ! o°►
APPROVED
• Terminal numbers are molded into [he backplate, elimi-
nating the need for labels.
• Switch contacts are normally open.
• Can be surface (with SB-I/0 or SB-10) or semi-flush
mounted. Semi-flush mount to a standard single-gang,
double-gang, or 4" (10.16 cm) square electrical box.
• Backplate is large enough to overlap a single-gang
backbox cutout by up to 1/2" (12.7 mm).
• Optional trim ring (BG-TR).
• Spanish version (FUEGO) available (BG-12LSP).
• Designed to replace the Fire•Lite Legacy BG-10 Series.
• Models packaged in attractive, clear plastic (PVC),
clamshell-style, Point-of-Purchase packages. Packag-
ing includes a cutaway dusVpaint cover in shape of pull
station.
Fire•Lite@ Alarms is a Honeywell company. This document is not intended to be used for installation purposes. We try to keep I~O /foo~
our product information up-lo-tlale and accurete. We cannot cover all specific v
applications or anticipale all requirements. All specifications are subject to ~
change without notice. FRCINE9111'iiMNJIIfACNtlI'6
For more information, contact Fire•Lite Alarms, One Fire-Lite Place, Northford, QU11lIiY SYSTfMS
Connectia[ 06472. Phone: (800) 6273473, Toll-Free FAX: (877) 699-4105.
CONSTRUCTION
Cover, backplate and operation handle are all molded
of durable polycarbonate material.
Cover features white lettering and trim.
Red color matches Sys[em Sensor's popular
SpectrAlertT"" hom/strobe series.
OPERATION
The BG-12 manual pull stations provide a textured finger-
hold area that includes Braille text. In addi[ion to PUSH
IN and PULL DOWN text, there are arrows indicating how
to operate the station, provided for non-English-speaking
persons.
Pushing in and then pulling down on the handle adivates
the normally-open alarm switch. Once latched in the down
position, the word "ACTIVATED" appears at the [op in
bright yellow, with a portion of the handle protruding at
the bottom as a visible flag. Resetling the station is simple:
insert the key or hex (model dependent), twist one quar-
ter-turn, then open the station's fron[ cover, causing the
spring-loaded operation handle to re[um to its original
position. The alarm switch can then be reset to its normal
(non-alarm) position manually (by hand) or by closing the
station's front cover, which automatically resets the switch.
SPECIFICATIONS
Physical Specifications:
oomomEMo
00410
ooao
noao
000
ss MELUo
s.eoi Mmo
ss mnlo
6.0 MELUo
azs MUo
oomon
113.9900)
(19.2300)
(13.99m)
1'.5.24m)
(10.9900)
4121 U1055
a.zzz=o
a.ivCMDo
4.e9Mno
assMEMo
omm:
110.49m)
(10.7200)
(10.4900)
(119110)
U079m1
1.39 MOMo
1.439 mm°o
1.375 MOMo
zo mmoo
..75 MUIo
ooom:
(3S3m)
(3.66m)
(3.4900)
(S.OBm)
(4.445001
smoan.iei
Electrical Speciflcations:
Switch contact ratings: gold-plated; rating 0.25 A@ 30
VAC or VDC.
ENGINEERS' & ARCHITECTS'
SPECIFICATIONS
Manual Fire Alarm Stations shall be non-code, with a key-
or hex-operated reset lock in order that they may be tested,
and so designed that after actual Emergency Operation,
they cannol be restored to normal except by use of a key or
hex. An operated station shall automa[ically condition it-
self so as to be visually detected as activated. Manual
stations shall be constructed of red colored LEXAN@ (or
polycarbonate equivalent) with clearly visible operating in-
structions provided on the cover. The word FIRE shall ap-
pear on the front of the stations in white letters, 1.00 inches
(25.4 mm) or larger.* Stations shall be suitable for sur-
face mounting on matching backbox SB-10; or semi-flush
mounting on a standard single-gang, double-gang, or 4"
(10.16 cm) square electrical box, and shall be installed
within the limits defined by the Americans with Disabili-
ties Act (ADA) or per national/local requirements. Manual
Stations shall be Underwriters Laboretories listed.
*NOTE: The words "FIRE/FUEGd'on the BG-12LSP shall ap-
pearon the iront of fhe station in white letters, approximate/y 31
4" high.
PRODUCT LINE INFORMATION
Model Description
BG-12S Single-action pull station with pigtail connec-
tions, hex lock.
BG-12SL Same as BG-12S with key lock.
BG-12 Dual-action pull station with SPST N/O
switch, screw terminal connections, hex lock.
BG-12L Same as BG-12 with key lock.
BG-12LSP Same as BG-12L with English/Spanish
(FIRE/FUEGO) labeling.
BG-12L0B
Same as BG-12L with "outdoor use" listing.
Includes outdoor listed backbox, and seal-
ing gasket.
BG-12L0
Same as BG-12L with "outdoor use" listing.
Does not include backbox.
BG-12LA
Same as BG-12L with auxiliary contacts.
BG•12LPS
Same as BG-12L with presignal feature.
BG-12LPSP Same as BG-12LPS with English/Spanish
(FIRE/FUEGO) labeling.
SB-I/0
Indoor/outdoor backbox.
SB-10
Indoor use backbox.
WP-10
Outdoor use backbox.
WBB
Outdoor use backbox.
17003 Keylock
77007 Hexlock
1.390"
(35.306)
I ' Wire Length
I SMp Gauge
~ I
00"
I o)
I ~
, 0750"
. (19.05) .
. 5.500"
. .Y ' (139J0)
I (mm)
I I
~
! R
4
~
p
~
Page 2 of 2- DF52004 • 07/14104
F WHE4l
q"c„ City of Wheat Ridge
°~~oRa~° Commercial Miscellan PERMIT - 060193
PERMIT NO: 060193 ISSUED: 04/04/2006
EXPIRES: 10/04/2007
Jpg ADDRESS: 3690 WADSWORTH BLVD
DESCRIPTION: Curb modification
CONTACTS
Safeway
owner 303/618-3032
02-2333 Stafford Coxp Construction
qc 303/455-7100 Ledge Brady
PARCEL INFO
USE: UA
ZONE CODE: UA BLOCK/LOT#: OI
SUBDIVISION: UA
FEE SUMMARY ESTIMATED PROJECT VALUATION: 1,500.00
FEES
Permit Fee 70.25
00 XZ2
Total Valuation 2~,00
Use Tax 9~,Z5
TOTAL
Comments:
Cannot impact drainage. Subject to field inspection.
I hereby certify that the setback distancea proposed by this permit application are accurate, and do not violate applicable
ordinancea, rules or regulations of the City of Wheat Ridge or covenants, easements or reatrictions of record; that all
, and allegations made aie accurate; that I have read and agree to abide by all conditions pzinted on this
measurements shown
applicatio and that I assume full responsibilitY thiscpermitncPlane subjecteto field gnapect9on ode (I.H.C) and all other
applic e eat Aidge Ordinances,
i
Signature oz w~iua.-~~-~~•U--
1. This permit was iesued in accordance with the provisions set forth in your applicatCOloradolorsayeother applicablef the
State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge,
ordinancee of the City.
. This permit shall expire if (A) the work authorized is not commenced within aixty (60) days from issue date or (B t e
2
building authorized is suepended or abandoned for a period of 180 days. zovided no
half the amount normally required, p
. If this pezmit expirea, a new permit may be acguired for a fee of one- and
t
chan9es have been or will be made in the original plane and specifica[iona any euspension edrabfull~fees shall
3 exceeded one (1) year. If chan9es have been or if suspension or abandonment exceeda one (1) y
be paid for a new permit.
q. No work of any manner shall be done that will change the natuzal flow of water causing a drainage prob em.
S. Contractor shall notify the Building Inspector twenty-four (29) hours in advance for all inspections and shall receive
5 written approval on inspection card before proceeding with successive phasee of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be constzued to be a pesmit or, nor
lding codes or any other ordinance, law, rule or regulation.
an approva f, a of the provisions of the bui
All _pldry~e~ e eubject t ld inspections.
INSPECTION REQUHST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
COMMUNITY DEVELQPMENT DEPARTMENT
oF w"E'~r,p gU1LDINGINSPECTIONUNE-303•234-5933
~ a CITY OF WHEAT RIDGE.
° " 7500 WEST 29TH AVENUE .
WHEAT RIDGE, CO 80033 - (303-235-2855)
°~~oano° A At%T F/''d
Building Permit Number:
Date:
Properiy Ovmer:.N4WG s,/'R-yPr6pertyAddress: A8,9p ✓AJ3var4
Coniractor License No.:
Company:S'jllr-Ar,w,1 C~w'pure~j-ro✓
Phone:l953 G 3033-
Phone: 7d+o ;a 5 $1 -7 ~
30! 4t 3 7]6
OWNER/CONTRACTOR SIGNA7URE OF UNDERSTANDING AND AGREEMENT
I Buildinq Dept. Valuation Figure: $ 1
I hereby certify that fhe setback distances proposed by this permit application are
accurate, and do not violate applicable ordinances, rules or regulations of the City of
W heat 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 responsibility for
compliance with the Wheat Ridge 8uilding Code (I.B.C) and ail ofherappllcable Wheat
Ridge Ordinances, forwork underlpiy permit. Plans subject to field inspection.
(OWNER)(CONTR4CTOR):PRINTED DATE
Use of Space (description): G✓i' a rn~ ~~c>o~~a.,
Description of work:
Sq. Ft. added
Value:$ /SE-w
Permit Fee:$
Plan Review Fee:$
Use Tas:$
Total:$
Expiration Date: Expiration Date: Expiration Date:
Approval: . Approval: Approval:
(1) This permit was issued in accordance with the provisions set forth in your applica[ion 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 Ciry.
(2) This permit shail expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 180 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normallyrequired, provided no changes
have been orwill be made in the original plans and specifcations and anysuspension orabandonment has notexceeded 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.
(4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem.
(5) Contractor shall notiTy the 8uilding Inspector lwenty-four (24) hours in advance for all inspections and shall receive written
approval on inspection card before proceeding with successive phases of thejob.
(6) The issuance of a permit or the approval ot drawings and specifcations 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. All plan review
is subJect to tield inspectlons:
Chief 8uilding Official
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
MAR. 31. 2006 10:28AM
,
,
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GALL0WAV RCMERO V0.1253 ~'P. 2`
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- --•5AK1GvT PROVIOE 5' ~ I 35.03fM
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SAy~1~{.iJT f~l ' D ^ / Ior,cRETE
2' Fa.or~t °u-rT~ ~
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_ RPR 04 '06 11:20 FR DEN SFWY CONSTiRE
m((~ SAFEWAY"INQ
■ ~ ■ 8900 S. YOSEM17E
CENTENNIPl,C080112•1412
(303) 843-7800
4 April, 06
City of Wheatridge
Pubiic Works Engineering
11220 West 45 Ave.
Wheatridge, Colorado 80033
Attention: City Planmer
To Whom It May Concern:
Subject: Modify curb in private parking
P.O. eox 5927 T.a.
DENVlR, 0080217
For your information and approval I as a project manager for
Suns east of he Safeway fuel~ stato nocated at3890 Wadsvvo r~h that
Bivd. Wheatridge, Colo,
Actually Stafford Corp is cutting back the curb as you make the right
hand turn into the fuel station. Opening the intersection by six feet
wouid allow a better flow of traffic at the intersection. We have
proposed this modification to the property owners Frederick Ross
Agency and they are in full agreement.
We appreciate your time and consideration on this matter.
Regards,
Paul N. von Stein
Project Manager
Safeway Inc
~
303 843 7916 TO 93634773889 P.02i02
TOTRL PA5E.02
MAR.21.2006 12;42PM GALLOWAV ROMERO
~ (;alloway, Romero & Associates
Deslgn Engineeririg PlamhB
MM OTC PafteY
Ca~mvaod YAage. Color'ido 80111•3008
(ao3)naeeea (~os~na~sra=
March 21, 2006
N0. 1141 P, 2
David Brossman
City of W heat Ridge
Department of Public Works
7500 W. 29th Avenue
Wheat Ridge, CO 80033
Re: Safeway Fueling at 3890 Wadsworth Boulevard
Dear David:
A representative of Galloway Romero & Associates has preformed an onsite inspection to
observe the wnstruction of the above referenced site and we have found that the grading and
drainage for the site was constructed in substantial compliance with fhe approved plans for the
facility.
Should you require any additional information, please fell free to call at (303) 770-8884.
5incerely,
Galloway, Ramero 8 Associates
a00:1;:I se,sr,
RogerA. Barringer
Golorado PE 25690
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Date:
A Certificate of Occupancy 1 Complefion
has been requested for:
ADDRESS: o -/o 4-~~16Dy~q~ NUl• L)ouA
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~ PURPOSE OF STRUCTURE: ~ p~ ~R~T Dy6
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MAR-17-2006 FRI 03:03 PM STAFFORD CORP. _ FAX N0. 303 477 3889 P. 02
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INSPECT-ION RECORD
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
(303) 235-3855
~/nsoection Llne (303) 2345933
Inspections will not be made unless this card is posted on the building site
24 Hours notice required for inspections
Job Address
Building Permit No. Date Issued : Type Occupancy
Owner
Contractor
Contractor Address
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
APPROVAL
DISAPPROVAL
INSPECTOR
COMMENTS:
INm ~
Footings/Caissons
Stemwall
ReiMorcing or Monolithic
Weatherproof / French Drain
Water/Sewer Service Lines
YWK IV V I.VNI:Kt 1 t VN 1 IL /1tlVVt IIAJ DttIV JRaIlCU
CONCRETE SLAB FLOOR
I EJectrical (Underground) 1 I
Rumbing (Underground) Q ~ -
Hea6ng(Underground)
Elactrical Service
Rough Electric
Rough Plumbing D
;t
t
Air Test Gas Piping
Rough Mechanical
ti~FSr~ .,jn-:i r/-o1? -r,c .dCt'..//~l
Framing
~v E~✓G~,~¢~
Roofing
~
Insulation p ,
31010
/
Drywall Screw
V _ „ I
FiNa.s " '
Electrical
~
. E
Plumartg
0 -
E
Mechanical
0~
Frame / Interior Finish
R.O.W & Drainage
Fie Department
Parking & Landscaping
"""'NOTE: ADDITIONAL /N
SPECTIONS / COMMENTS ON BACK
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
INSPECTION RECORD ~
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
(303) 23_5_-~
cv°Insgectfon Line (303) 2345933
Inspections will not be made unless this card is posted on the building site
24 Hours notice required for inspections
Job Address
Building Permit No. Date Issued EEj7j7ype Occupancy
Owner
Contractor
Contractor Address
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
APPROVAL
DISAPPROVAL
INSPECTOR
INITIALS
COMMENTS:
Footings/Caissons
Stemvvall
Reinforcing or Monolithic
Weatherproof / French Drain
Water/Sewer Service Lines
F'OUR NO C:ONCRETE UNTIL H80VE nAS GEtN awrvtu
CONCRETE SLAB FLOOR
pectrical (Underground)
Phimbing (Underground)
Heating (Underground)
Oectrical Service
Rough Electric
Rough Plumbing
Air Test Gas Piping
Rough Mechanical
Framing
Roofing
kisulation
Drywall Screw
FiNUs
Electrical
Plumbing
Mechanical
Frame / Mterior Finish
R.O.W & Drainage
Fire DepaRment
Parking 8 Landacaping
'""NOTE: ADDI
TIONAL /N
SPECTIONS / COMMENTS ON BACK
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPAACY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
Sep 13 OS 11:54a
CI1'1t OB'WHEAT RIDGE
CERTIF'1CA'fE OT'' WATER AND SEWER SERVICE AVAILA$IL1TY
er[nit will not be issued without this Cectificau si~c1 bY ~6
Note to Applioant: A buil~$ P ene veaz from d~Of ay14val
Distcict or Agency supplying setvices, 7
bv au'nQ MIt'
a1-13DaaS
. AA
Use
Address
Telephone
' SEWER .
~1T' Ia~i&a1 sevtie p~it No.~_
Namo ot'~~°r .
o gzwv 3°mce Aveilable
Com.agnu or conwnouc
Sewc Secvice Not Ava.7able
p.l
I duebY uttff➢ ~t availabilitY of se[via is as iud+eated sbove.
Daee
SignaNro ofAuthotiud Agent
]effareon County Heale, Dept[hnent (IF SEP'IIQ Authosi2ed Sigoan~° -
' WA'IEit
~ t ColocadnWeIlpe~tNo.r.-
Name of District:
j4 Watei Smvice Avflfble
r\
Comments or Conhuonfi;_
tLat
r
( ) WyW Sesvice Not AvaiLble
ps indicaud 26oVe.
vau
S:g„awee of AuSboraed AB~t 9~/3~U S
~
retrmancamtyHealth DePum°ea`(g"VR1") eu~ad sigoatme
i0"d £1:60 SoOL £I das LS865£L£0£: xej Pld 8 JNINNtlId
Building Permit
CTTY OF WHEAT RIDGE
7500 West 29TH Avenue
Wheatridge, CO 80033
303-235-2855
Commercial Sign
Permit Number
19756
2/6/2006
Inspectlon Line
303-234-5933
PROPERTY 3890 Wadsworth Blvd Unit:
OWNER: SyfeWaY
Description
Add new signage for new construction of fuel station.
IFEES
Fees
Due
LUse Tax _
~$509.58
[Plan Review Fee
_
- __r$364.79
~
'permit Fee____
-
-
$561_.22
~
[Total Fees
_ 1$1 435.59
-
~ - _
-
~CONTRACTORS
- - - -
~
-
Name
[License #
LYoung Electric Sign Co L724_8
Oni[s: Occupancy: Walls: Roof:
Phone
- -
--1303 375 9933-1
Stories: Sq Feet:
I hereby cenihthallM1e setback tl4tvnres propoud by tAis permi[ apDlicnlion are staauntq ond do mt vbblc applicable ordinnnces, rules or rceWallov of IM1e City of
W M1eut Ridge or cwmamy eavemenb or reetrictiom of rcaord; thv[ all meveurementv shown, nnd vlkgations mntle ~rc ~acurvuq thu I hrve read and a{ree m abide by
all a d 1 s ptlnletl n IM1if .ppliepHon 0[h 11 ssume full responalbilily f pliance witM1 tM1e WM1em RIJ¢e Buildmg Code (LB.C ) antl nll oth . p]icvble
WFea~ ,d~i rdinn s,fo ku Ihype IL
~ - - 9 (o
(OWNER)(CONTRACTOR) SIGNED DAT&
1 Th prmilwaslsfueJlnacrordance ilh[hepmv6anvselforthinyourappliolion d'ssubj¢IrolhehwsottM1¢Stateo(COlondavntll MeZoning
Regulofions nnd euiWlny Code af Whevt Aideq Cobrado or my other applicable ordinnncn of the City.
2 Everyp¢rmitissuedsM1WberniminvnliDUnlevtheworkanthesitenuthorizedLyeuehpnmitiscommencedwithlnl80dvysdteritsisvumm.orifthework
authorbed on the tlte by weh permit Is mspmded or abvntloned fv n period af 160 dryi after [he Ilme of work le oammenced.
3 If chir p<rmil expircv, v new permll mn} be atqulrtd for e fee of onMZlf [M1e amomt norm Wy rtquired, providetl na clumeer hrve been or wip be mede in Ihc
original pl+ne mJ epedMUlom ond any eunpmaion ar abnntlanmmt M1is not extteJed onc (I) year. If ahvnees vre mnJe or i(msDeo+ion or abondonment
exaeda ont (1) yevq (ull fees shall be paiJ for a new permil.
< Noworkofanymmneraha116eJOnethvtw111cM1meethemmrd0owofwvreranusin¢atlninaQeproLl¢m.
3 ComncmrahWmtlfylM1eBulldinglnepnmrtwmty-(am(i<)hoursinedvmtt(orallinepea[iomvnJeM1VlincelvewNClmopprovalonlmpcetlonavrdbefare
proreeJine with auecenive phvves af flhe job.
6 TM1eluuanceofapermitorlhenyprovnlo(tlnwlneenndspeciticationssAallmlbewnslmeErobevpermitfor,mrnnvpprovdof,anyvlobllonaf[he
pro Ildi~~ortlinmtt,law,rukarreeubtlon.
~ . \
~~z . ._-gg_--_--'
Chief euild Q Inspecmr SIGNED DATE
Tuesday, February 07, 2006 Page I of l
Building Permit
CITY OF WHEAT RIDGE
7500 Wes[ 29TH Aveaue
Wheatridge, CO 80033
303-235-2855
~
City cf whex fddye ~Commercial Sign
Permit Number
19756
2/6/2006
Inspecfion Line
393-234-5933
rxoeExTV 3890 Wadsworth Blvd Unit:
owNEa: Safeway
Description
Add new signage for new construction of fuel station.
AuthorizedBy ZoningApproval Zoning Gl
Authorized On Approved By TRC
ok
Authorized By guilding Approval Zoning
Authorized On 2/6/2006 Approved By KS
Electrical to meet 2002 NBC. Must
withs[and 110 MPH 3-second wiod
gust. Subject to field inspection.
Tuesday, Febmary 07, 2006 Page 1 of I
COMMUNITY DEVELOPMENT DEPARTMEhFT
oF WHE'°r,p ' BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE ,
WHEAT RIDGE, CO 80033, (303•235-2855)
roCOftA~ APPLTrA
Property Owner: ~5 44rv~ aY
pcoperty Address:384e in:ar`s:~r:lti. ContractorLicenseNo.: t
C°mPanY: ~ tuvs~ ~ll~ec~r• e- ~jt ~ o
Building Permit Number:
Date:
Phone:
Phone: kz3'1
OWNERICON7RACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I Bulldina Depf. ValuatTon Figure{ $ o2S i 3i0 ~i
I hereby certfTy thet the setback dlstances proposed by this permit'appifcatlon are
accurate, and do notviolate applicable ordinances, rules or reguletlons of the Cfty of
W heat Rtdge or covanants, easements or restrlctlons of record; thatall measuremants
shown, anii allegatlons made are a : at I have read and agrea to ablde by all
conditions printad on fhis appli on d that I assume full responsf6ility for
complfancewiththeWheatRid Bu gCode(I.B.C)andalloiheTapplicableWheat
Ridge OMinances, for viork u de ~nlt. Pians subJect to field Inspection. ,
(O W NER)(CON7RACTOR):
Pemut Fee:$
Plan Review Fee:$
eT x:P
`rOt21:$
Value:$
Use of Space (description): 5~vAetj
Descriptlon of work:
Adal Nvw S~~ri~~ h,r~~ C~.~K~~~~.,
Sq. Ft added B'UIIIDTNG DEPARTMENT USE ONLY
COMMENTS ApPmval:
Zoning: G ~
Approval:
Approyal:
'AR7MENT COMMENTS:
Apprvval:
RECHVL~D
JAN 2 5 2006
--71i~
SIC: Sq.Ft.:
Walls: Roof: Stories: Residential Units:
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Expiratfon Date: Expiration Date: Expiration Date;
Approval: Approval: • Approval:
(1) This petmitwas issued Inaccordance wlth the provlslons setforth In your appltcation and is subjectto the laws of the State of
Coloredo and fi the Zoning Regula8ons and Bullding Codes of Wheat Rtdge, Coloratlo or any other applicable ordlnances of
the Ciry. ,(2) This permit shall explre [f (A) the work authorized ts not commenced within sixty (90) days from Issue date or (B) the building
authorized Is suspended or abandoned tor a period of 180 days. .
(3) Ifthlspermltexpires,anewpermltmaybeacqulredforafeaofone-halftheamountnortnallyrequired,pmvtdednochanges
- havebeenorwillbemadelntheoriglnalplansandspsclBcatlonsandanysuspensionorabandonmenthasnotexceededona
(1)-year. If chanBgg have been or if suspansion or abandonment exceeds one (1) year, fuit fees shall he paid for a new pertnit
(4) No work of any manner shall be done thatwlll change the naturat Bow ofwater causing a drainage pro6lem.
(5) Contractor shall no8fy the BulIding Inspector iwenTy-four (24) hours In advance fir aIl inspectlons and shall recelve vrtitten
approvai on inspactlon card befora proceeding with successive phases of the Job.
(6) The Issuance of a partntt or the approval of drawlnps and spaclBcaHons shall not be constrved to be a permit for, nor an
approval of, anyviolatlon oftha prov[slons of tha buliding codes or any oNer ordinance, Iaw, tule orregulation. All plan review
is su6Ject to fleld inspectlons.
Message Page 1 of ]
rbellefeuille
From: Travis Gane [icrane@ci.wheatridge.co.us]
Sent: Thursday, January 12, 2006 822 AM
To: rbellefeuille
Subject: RE: Safeway #1479-F
Rick -
Atter examining the submiited srgn defails for the gas caraopy, it appears thai ihe proposed signage is conforming
to the sign code.. Please submii a new application package complete wiih:
+ Sign details (with measure af square #oa#age ot sagns and eiecirical dsia+ls)
• Site pian, whlch detaiJs location of canapy and tinear measure pf each Canopy 'waf3' th,at signage
wi3i be attached do
• Completed building pernili appiication
if yflu have any furt4et qt3estior,s, please feel iree io call ar emai!_
Travis
From: rbellefeuiile [mailto:rbellefeuille@yesco.com]
Sent: Wednesday, January 04, 2006 8:59 AM
To: Travis Crane
Cc: 'Paula WesY; 'Mike Freeborg'; 'Paul Vonstein'
Subject: FW: Safeway #1479-f
Travis,
Per aur conversation, the revised proposal moves these signs around a bit and reduces one in size to meet the
1:1 SF requirement.
"SAFEWAY" letters as shown on Page 1 of 3 would be located on the East carropy elevation, which measures 98
linear feet.
Gas price changers as shown on Page 2 of 3 woukd be relocated from the south elevatiort to the west canopy
elevation, aiso 98LF.
Gas price changers (red'uced in size) as per Page 3 of 3, would remain located on the north elevation, which
measures 45LF.
Please let me know immediately if you foresee any ditficulty in getting this configuration approved. Thanks in
advance.
Regards,
Rick Bellefeuille
303-375-9933.x237
Fax 303-375-9111
rbellefeuilleL,e->co com
1/23/2006
' /
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Denver Division
303.375-9933
3770 Joliet Street
303375.9111 iF.I
Denver, CO 80239
www.yosco.com
SAEEWAY
2 0„
SCOPE OF WORK SCALE, 314" = P
Address:
41 /2"
LETTER SIDE VIEW
2"-8„
10 LOCO TO BE Eb7 ALUM, EXTRUSION W/ SHEET METAL BACK,
TO BE PAINTED RED PMS 186C,
FACE TO BE WHITE LEXAN W/ RED VINYL 3630-33 O`1ERLAY
LOGO SIDE VIEW ILLUM. TO BE WHITE L.E.D. `S.
MOUNTED FLUSH TO WALL. SAFEWAY()
1 12
114']_A(3 SCREWS IN SHIELDS OR
TOGGLE -BOLTS AS NEEDED { FYPI
!
/ - l6 (M'u~!) ALUtiILf.uN Ff-; R f
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050 LMft ALUMINUM LETTER F
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_ i'L_EAR LEXAN 3AGK
- WHITEL ED. FJERY 4
'
~
NDz 12"Ohl -,10ER
? 14 GA WIRES PER
1
LETTER THROU H WALL
s'
- PASS THROUGH coolrnllT
-
- POWER SGUNY E A A,'HEO TG
I
INTERIOR WALL FRAME
i
110 V PRIMARY FEED
111° WEEP HOLES AS NEEDED
\
\
"-WALL
t PTrAL LEO REVERSE ILLUMINATED LEF'I-P SE-ION
WALL ONE
E.t atSl N AE UR*k
t,°xFH11,ITriLiP
'NFRT tL AS FACIE
{pi.
N! i i ",Ec
,L `.ERLP'
"S TORE J'fitiE
N
SHriTHRU PLERIGIPS
L EvEN'/1
1 4- Nl,cN?ell
CGNI1NUOlIS SIILf,ONE
8EC ,e .j. LAG WSIN EDSOF
TOGGLE - BOLTS
-OOLSAo NEEDED QYFT
KEEP HOLE SUNK
SCREWS
SIDEVIEW,
7 L) ILL W J I. --11,.,
(7
•YM~
TYPICAL CANOPY LAYOUT N.T.S.
3690 WADSWORTH BLVD.
WHEATRIOGE, COLORADO
Designer. CASEY EASTON
Sales: RICK B.
Scala:NOTED
Data 9.29.05
Revisions;
x
I x
Work Order k D29113
NOTE: UNLESS OTHERWISE
NOTED, ELECTRICAL RUNS
OR FINAL ELECTRICAL HOOKUP
CHARGES ARE NOT INCLUDED.
ILLUMINATED DISPLAYS WILL BE
WIRED FOR 120 VOLT POWER
UNLESS OTHERWISE INDICATED.
F101TIIR~NW t10lIFAE tt1WFYp11YQ]N4N E66
THIS DRAWING WAS CREATED TO ASSIST YOU IN VISUAL17ANG
OUR PROPOSAL THE ORIGINAL IDEAS HEREIN ARE THE PROPERTY
SF YOUNG ELECTRIC SIGN COMPANY. PERMISSION TO COPY 09
REVISE THIS DRAWING CAN ONLY RE OBTAINED TIME A WRITTEN
AGREEMENT WITH YESCO. SEE YOUR SALES REPRESENTATIVE OR
CALL THE NEAREST OFFICE OF YOUNG ELECTRIC SIGN COMPANY.
DESIGN#: 05.775 R•2
Page Of.
YOUNG
ELECTRIC
SIGN
wesco.
COMPANY
Denver Division
303.3759933
3770 Joliet Street
303.3759111 ire i
Denver, CO 90239
www.yesco.eam
SAFEWAY (6" 1
3, O'
ALUMINUM CABINET PAINTED BLACK (SEMI GLOSS)
?7n GPC15SF70CAB I RED & GREEN L.E.D. PRICE CHANGERS
` ROUT OUT COPY BACKED WITH WHITE A POLYCARBONATE PANEL.
DIESEL TO HAVE #3630136 LIME GREEN VINYL OVERLAY.
CABINET BACKGROUND PAINTED WHITE. COPY & LOGO TO BE ROUTED
AND PUSH THRUCLEAR ACRYLIC WI 1ST SURFACE #3630 33 RED
& BLACK PERE. VINYL FOR COPY.
ILLUMINATE CABINETS WITH DAYLIGHT LAMPS AS REQUIRED.
Address:
3890 WADSWORTH BLVD.
WHEATRIDGE, COLORADO
Designer: CASEY EASTON
Sales: RICK B.
Scale: NOTED
Dats: 9.29.05
Revisions:
NOTE: UNLESS OTHERWISE
NOTED, ELECTRICAL RUNS
OR FINAL ELECTRICAL HOOKUP
CHARGES ARE NOT INCLUDED.
ILLUMINATED DISPLAYS WILL BE
WIRED FOR 120 VOLT POWER
UNLESS OTHERWISE INDICATED.
f YGLLIBE a MIN 171 RNAEwaIICIN MR VOUWMm
®1HIS DRAWING WAS CREATED TO ASSIST YOU IN VISUALIZING
OUR PROPOSAL THE ORIGINAL IDEAS HEREIN ARE THE PROPERTY
DF YOUNG ELECTRIC 9CN COMPANY. PERMISSION TO COPY OR
REWSE THIS DRAWING CAN OILY RE OBTAINED THRU A WRITTEN
AGREEMENT WITH YES= SEE YOUR SALES REPRESENTATIVE OR
CALL THE NEAREST OFFICE OF YOUNG ELECTAIt SIGN COMPANY.
DESIGN#: 05.775 R•2
Pqc OF.
TYPICAL CANOPY LAYOUT N T.S.
YOUNG
ELECTRIC
SIGN
aesco.
COMPANY
Denver Division
303.375.9933
3770 Joliet Strut
303375.9111 (Faxi
Denver, CO 80239
www.yesco.com
A
A
3' 0"
Y
SIF ILLUMINATED CANOPY SIGNS Wi 1 F D. PRICE CHANGERS SCALE: 112" =1'-0"
~c)
QUANTITY: I
ALUMINUM CABINET PAINTED BLACK (SEMI GLOSS).
GPC15SF70CAB I RED & GREEN L.E.O. PRICE CHANGERS
ROUT-OUT COPY BACKED WITH WHITE A POLYCARBONATE PANEL.
DIESEL TO HAVE #3630136 LIME GREEN VINYL OVERLAY.
4#Wj CABINET BACKGROUND PAINTED WHITE. COPY & LOGO TO BE ROUTED
AND PUSH THRU'h" CLEAR ACRYLIC WI IST SURFACE #363033 RED
& BLACK PERF. VINYL FOR COPY.
ILLUMINATE CABINETS WITH DAYLIGHT LAMPS AS REQUIRED.
SAFEWAY 0
Address:
3890 WADSWORTH BLVD.
WHEATRIOGE, COLORADO
R!!! er. CASEY EASTON
Sales: RICK B.
Sade:NOTED
Dates 9.29.05
Revisions:
Landlord Approval:
Ix
Ix
Tenant Approval:
Work Order #1029113
NOTE: UNLESS OTHERWISE
NOTED, ELECTRICAL RUNS
OR FINAL ELECTRICAL HOOKUP
CHARGES ARE NOT INCLUDED.
ILLUMINATED DISPLAYS WILL BE
WIRED FOR 120 VOLT POWER
UNLESS OTHERWISE INDICATED.
FVCirll# NI MFr If 11NAE IOWR1p11MYTAQIN96
HIS DRAWING WAS IDEATED TO ASSIST YOU IN VISUALIAING
F UR PROPOSAL THE ORIGINAL IDEAS HEREIN ARE THE PROPERTY
E YOUNG ELECTRIC SIGN COMPANY. PEWAISDION TO COPY OR
EVISE THIS DRAWING CAN ONLY BEODTAINEO TNRU A WRITTEN
GREEMENT WnA YESCO. SEE YOUR SALES REPRESENTATIVE ON
AIt THE NEAREST OFFICE OF YOUNG ELECTRIC SIGN COMPANY.
DESIGN#: 05775 R•2
PeK or.
. F WHE4l
m City of Wheat Ridge
~NoRaa° Commercial Mechanica PERMIT - 060041
PERMIT NO: 060041 ISSUED: 02/24/2006
JOB ADDRESS: 3890 WADSWORTH BLVD EXPIRES: 08/24/2007
DESCRIPTION: Install 1 refrig. case with one rooftop condenser
CONTACTS
qc 303/371-5447 01-9985 Hussmann Corporation
owner Safeway
PARCEL INFO
ZONE CODE: UA USE: UA
SUBDIVISION: UA BLOCK/LOT#: 0/
ESTIMATED PROJECT VALUATION: 21000.00
FEE SUMMARY
FEES
Permit Fee 90.10
Total Valuation '00
Use Tax 36.00
TOTAL 126.10
Comments:
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violatthappa11ab1e
ordinances, rules or regulations of the City of Wheat Aidge or cwenants, easements or restrictions of record;
meaeurements shown, and allegationa made are accurate; tnat 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 Ridg~ Ordi nces, for work under this permit. Plans subject to field inspection.
2 -Zy-o6
~.~;w._ _~•~-z-~ -me_ aaee
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 euilding Codes of wheat Ridge, Colorado or any other applicable
ordinances of the City.
no[ mmmenced within sixty (60) days from issue date or B, t e
. Thia pezmit ehall expire if (A) the work authorized is
2
building authorized is suspended or abandoned for a period of 180 days. rovided no
3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, p has changea have been or will be made in the original plans and specifications and any suspension edLabfullnfees shallot
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) y
be paid for a new pemit.
4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
5. Contiactor ehall notify the Building Inspector twenty - four (24) hours in advance for all inspections and sha11 receive
written approval on inspection card before pmceeding with successive phases of the job.
6. The iesuance of a permit oi the approval of drawings and specifications shall not be construedlaw, brule ormregulatioor
art approval of, any violation o£ the provisions of the building codes or any other ordinance,
A11 plany~e su ~eld inspections.
Signa ure of ef Bui fical date
INSPECTION REQUSST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
COMMUNITY DEVELOPMENT DEPARTMENT
pf WHEqTP gUILDING INSPECTION LINE -303-234-5933
; o~ CITY OF WHEAT RIDGE
~ m 7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
c~LORPO~ APPLICATION
PropertyOwner: ,$q~~~+ay
PropertyAddress: 3990 W°')sJorH-
Contractor License No.: ! 9 91'5
Company: H~ sl»,ann Eorp.
Building Pertnit Number:
Date:
to t9'lP7
Phone:
Phone: (;Ob 271- SVy7
ONMERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildlna Dept. Valuation Figure: S
I hereby certify that the setback distances proposed by this pertnit application are
accuwte, and do not violate applicable ordinances, rules or regulations of the City of
Wheat Ridge or covenants, easements or restridions of record; that all measurernenis
shown, and allegations made are accurate; that I have read and agree to abide by all
conditions printed on this application and that I auume full responsibility for
compliance wHh the W heat Ridge BuiWing Code (I.B.C) and all oMer applicable Wheat
Ridge Ordinances, for woAc under this pertnA. PWns sub7ect to field inspedion.
(OWNER)(COMRACTOR):SIGNEO~j~~ ^ "'.~~TE~- y-o6
T ~
(OWNER)(CONTRACTOR):PRINTED,La~ ,S~Qrlr/1 DA7E2:'Zy'Off
Value:$
Permit Fee:$
Plan Review Fee:$
Lise-Tax-S
Total:$
Use of Space (description): FHe-~ SA71,on 1
p InS'~a 4 ~on ono Ta ri er+7 Cnrc. W~
/I f' P
Descrition of work: o
roo ~ +o~a con04+44r.
Sq.Ft.added
Expiration Date: Expiration Date: Expiration Date:
Approval: Approval: Approval:
(1) This pertnit was issued in accordance wilh ihe provisions set toAh in your application and is subjed lo the laws of the State of
Cobredo and to the Zoning Regulations and Buikling Codes of Wheat Ridge, Colorado or any other applicable ordinaaces of
the City.
(2) This permit shall expire if (A) the work aWFwrimd is not commenced within siMy (90) days from issue date or (B) the buikling
authoriuW is suspended or abandoned tor a period of 180 days.
(3) If this permil exWires, a new pertnd maY be acquirad for a fee of onahalF the amouM normaly required, provided no changes
have been orwill be made in the original plans and specifications and arry suspension or abardonment has not exceeded one
(1) year. If changes have been w if suspension w abandonmeM exceeds one (1) year, tull fces shall be peid for a new permR.
(4) No work of any manner shall be done that will change the natural tlow of water causirg a drainage problem.
(5) Contrador shall nodfy the Building Inspador twenly-four (24) hours in advance for all inspeciioas and shaP receive written
approval on inspedion card before proceeding with successive phases of Me job.
(6) 7he iuuance M a pertntl or the approval of drawings and speaflptions shall not be constnred to be e PB^^it fbr, nor an
approval of, any violation of the provisions of the building codes or any other ortlinance, law, rule or regulation. All plen review
is subjact to fleld inspeetions.
Chief Building Official
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Tn Galloway, Romero & Associates
IM Design Engineering Planning
5350 DTC Parkway
Greenwood Village, Colorado 80111
(303) 770-8884
(303) 770-3636 fau
January 18, 2006
Mr. Chad Root
City of Wheat Ridge Building Department
7500 W, 29th Ave.
Wheat Ridge, CO 80215
Re: Safeway Fueling Center, 3890 Wadsworth, Wheat Ridge, Colo.
Dear Mr. Root:
~ JO
yft
.
This letter is submitted as regarding the design review for the canopy at above referenced site.
The submitted canopy was designed per IBC & ASCE-7 for a 100 rnph wind speed with a C
exposure. The City of Wheat Ridge minimum requirement is for a 110 mph wind speed with a B
exposure. This discrepancy was noted in the design review.
The following calculation shows that the original design actually exceeds the City requirement.
Eliminating common variables for both calculations, the wind pressure equation can be
written as follows:
qz = 0.00256K'V2 (ASCE eq. 6-13)
Where K, is the Velocity Pressure Exposure Coefficient (derived from the C or B
exposure designations), and V is the Basic Wind Speed as noted above.
qz = 0.00256(0.98)(1 00)2 = 25.09 psf (iooic)
qz = o.oozs6(o.7o)(i io)2= 2 i.6s psf (i i ois)
This calculation shows that the cunent design exceeds the City requirement by about 16 percent,
and should therefore be acceptable.
If you have any additional questions or requirements, please contact me.
Sincerely,
Gallo ay, Romero & A:
owl
R er A. Barringer, P.E.
SA82-rab-letler to City re 110 mph loading doc Created on 1l172006 4'.13:00 PM
Galloway, Romero & Associates
\I Design Engineering Planning
5350 DTC Parkway
Greenwood Village, Colorado 80111
(303) 770-8884
(303) 770-3636fax
7anuary 10, 2006
Mr. Chad Root
Building Department
City of Wheat Ridge
7500 W. 29th Ave.
Wheat Ridge, CO 80215
Re: Safeway Fueling Facility
3890 Wadsworth Blvd., Wheat Ridge, Colo.
GRA #SA82
Dear Mr. Root:
This letter is submitted with regard to the roof framing for the kiosk building at the above
referenced site.
The roof joists as shown on sheet S 11 of the construction documents are adequate to support all
roof equipment including the roof unit designated RTU-1. No double joists at the RTU are
needed. See the joist analysis submitted herewith.
If you have any additional questions or requirements, please contact me.
Sincerely,
Galloway, Romero & Associates
.
NWw
XgerA. Barringer, P.E RE
enclosure
'i
SA82-rab-letter re singlejoist at RTU dac Createtl on 1I102006 8 d0:00 AM
3 c~ `~o
~~c~d,Sw~~r-4~. ~v~ •
Iof 1
. Safeway 400 series Kiosk Bldg
11912006 3:44 PM
BUILDING CODE
International Buiiding Code, 2003 edition
Paru
ROOF JOIST at RTU
~
PFASCIA
~
~
w
span, L =
11.50
ft
cantilevers, L' =
1.00
ft
overall length =
13.50
ft
s(spacing) =
2.00
ft
woL =
30
plf
wLL =
60
plf
VoL We -
298
Ib
WDL.LL-
90
plf
VLL ~p =
345
Ib
PRTU =
250
Ib/joist
MoL ao -
1150
Ib-ft = 13796 Ib-in
PFASCIA-
SO
Ib/joist
MuWe =
962
Ib-ft = 11543 Ib-in
RpL ~ =
378
Ib
RLL ~ =
405
Ib
Use 6" x 1•518" x 116 ga cotd-formed joists at 24" o.c. Joist is laterelly supported at 6 ft O.C. max. See attached CFS analysis.
Interaction equation = 1.024> OK .
~ J
~R
~
4,
SAi 998-rab-joisi calculation.xls
CFS Version 4.14
Section: Section 1.sct
Channel 8x1.625x0.5-16 Gage
Rev. Date: 1/9/2006 3:21:08 PM
~
I
I
Page 1
Section Inputs
Material: A653 SS Grade 33
No strength increase from cold work of forming.
Modulus of Elasticity, E 29500 ksi
Yield Strength, Fy 33 ksi
Tensile Strength, Fu 45 ksi
Warping Constant Override, Cw 0 in^6
Torsion Constant Override, J 0 in'4
Stiffened Channel, Thickness 0.0566 in (16 Gage)
Placement of Part from Origin:
X to
center of
gravity
0 in
Y to
center of
gravity
0 i
n
Outsi
de dimensi
ons, Open
shape
Length
Angle
Radius
Web
(in)
(deg)
(in)
1
0.5000
270.000
0
.10800
None
2
1.6250
180.000
0
.10800
Single
3
8.0000
90.000
0
.10800
Cee
4
1.6250
0.000
0
.10800
Single
5
0.5000
-90.000
0
.10800
None
k
Ho1e
Size
Distance
Coef.
(in)
(in)
0
.000
0.
0000
0
.2500
0
.000
0.
0000
0
.8125
0
.000
0.
0000
4
.0000
0
.000
0.
0000
0
.8125
0
.000
0.
0000
0.
2500
CFS Version 4.14
Section: Section 1.sct
Channe18x1.625x0.5-16 Gage
Rev. Date: 1l912006 3:21:08 PM
Page 2
Full Section Properties
Area 0.66729 in"2 Wt. 0.0022688 k/ft Width 11.790 in
Ix 5.7001 in"4
Sx(t) 1.4250 in^3
S:c(b) 1.4250 in'3
Iy 0.1927 in-4
Sy(1) 0.5555 in"3
Sy(r) 0.1508 in^3
11
5.
7001
in"4
12
0
.1927
in"4
Ic
5
.8928
in-4
Io
6
.4386
in'4
rx
2.
9227
in
y(t)
4.
0000
in
y(b)
4.
0000
in
Height
8.
0000
in
ry
0.
5374
in
x(1)
0.
3469
in
x(r)
1.
2781
in
Width
1.
6250
in
rl
2.
9227
in
r2
0.
5374
in
rc
2.
9717
in
ro
3
.1063
in
Ixy 0.0000 in"4
a 0.000 deg
Xo
-0.
9044
in
yo
0.
0000
in
jx
4.
8762
in
jy
0.
0000
in
Cw 2.3878 in-6
J 0.0007126 in^4
Fully Braced Strength - 2001 AISI Specification - US (ASD)
Compression
Pao 7.304 k
Ae 0.39842 in"2
Tension
Ta 13.186 k
Shear
Vay 2.103 k
Vax 1.815 k
Positive Moment
Maxo
26
.268
k-in
Ixe
5.
5130
inA 4
Sxe(t)
1.
3293
in^3
Sxe(b)
1.
4309
in^3
Negative Moment
Maxo
26
.268
k-in
Ixe
5.
5130
in"4
Sxe(t)
1.
4309
in°3
Sxe(b)
1.
3293
in'3
Positive Moment
Mayo
2.979
k-in
Iye
0.1927
in'4
Sye(1)
0.5555
in"3
Sye(r)
0.1508
in"3
Negative Moment
Mayo
2.853 k-in
Iye
0.1673 in"4
Sye(1)
0.3591 in-3
Sye(r)
0.1444 in'3
Web Cripplinq Check - 2001 AISI Specification - US (ASD)
Load: 0.7830 k on bottom flange
Moment: 0.600 k-in
8earing: 3.6250 in
Flange fastened to bearing surface: No
Distance from edge of bearing to end of inember: 1.0000 ft
Distance from edge of bearing to edge of opposite load: 6.0000 ft
Part Elem Calculation Type
1 3 Cee, US-IOF
Web Crippling Check:
Moment Check:
Interaction Equations
AISI Eq. C3.5.1-1 (P, M)
Pa (k) Pay (k) Notes
1.0647 1.0647
Total 1.0647
0.7830 k 1.0647 k
0.600 k-in 26.268 k-in
0.882 + 0.023 = 0.905 1.5 ~
Member Check - 2001 AISI Specification - US (ASD)
Design Parameters:
Lx 11.500 ft Ly 6.000 ft Lt 0.000 ft
Kx 1.0000 Ky 1.0000 Kt 1.0000
Cbx 1.0000 Cby 1.0000 ex 0.0000 in
CFS Version 4.14
Section: Section 1.sct
Channel 8x1.625x0.5-16 Gage
Rev. Date: 1/9/2006 3:21:08 PM
Cmx
1.0000
Cmy
1.0000
ey
Braced Flange: None
Moment
Reduction,
R: 0
.0000
Loads:
P
Mx
Vy
My
(k)
(k-in)
(k)
(k-in)
Entered
0.0000
25.339
0.6430
0.000
Applied
0.0000
25.339
0.6430
0.000
Strength
3.6963
26.268
2.1034
2.979
Effective
section properties a
t applied l
oads:
Ae
0.66200 in"2
Ixe
5.6806
in"4
Iye
Sxe(t)
1.4147
in"3
Sye(1)
Sxe(b)
1.4256
in"3
Sye(r)
Page 3
0.0000 in
Vx
(k)
0.0000
0.0000
1.8152
0.1921 in-4
0.5498 in^3
0.1506 in-3
Interaction
Equations
AISI
Eq.
C5
.2.1-1 (P,
Mx,
My)
0.000 + 0.
965 +
0.
000 =
0.
965
1.
0
AISI
Eq.
C5
.2.1-2 (P,
Mx,
My)
0.000 + 0.
965 +
0.
000 =
0.
965
1.
~
0
AISI
Eq.
C3
.3.1-1
(Mx,
Vy)
0.
931 +
0.
093
= 1
.024
> 1
.0
AISI
Eq.
C3
.3.1-1
(My,
Vx)
0.
000 +
0
.000
= 0
.000
1
.0
~ - ° - - - - LANE SUPPLY,
INC.
120 Fairview iI
I
Arlington, T'X 76010 ,
817-261-9116
DESIGN CALCULATIONS FOR :
Safeway Canopy Store #1479
3890 Wadsworth
Wheat Ridge, CO
Six-Column Canopy : 44'-10" X 96-10" Canopy
Lane Reference Number : LSC-34218
Date : 08-Dec-05
TABLE OF CONTENTS :
Canopy Calculations
Design Loads :
1-2
Deck Design :
3
Purlin Design :
4-8
Header Design :
9-1 1
Column & Foundation Design :
12
Attachmenfs :
Lane SL-316 Deck Panel Properties
Lane Standard Base Plate Design
Moment Splice Design
Design Sketch
Engineer's Seal :
37959
DEC 1 9 2005
Calculations By: Lane Supply, Inc. LSC - 18
Customer. Safeway Canopy Store #1479 y: JJ
Project: 44'-10" X 96'-10" Canopy C eck:
Code: 2003 International Building Code
Roof Loads: Dead Load =
3.00
psf
(SL-316 Deck)
Live/Snow Load =
30.00
psf
TOTAL =
33.00
psf
Fascia Load: Height =
46.00
in.
Dead Load =
16.50
plf
Wind Loads: Speed =
100
m.p.h. Exp
C
Height =
20
ft
I =
1.00
Exposure,Height Factor =
1.29
TF =
1.29
Lateral Load =
15.9
(H) x TF =
20.51 psf
Deck Uplift =
-30.2
(V) x TF =
-38.96 psf
Frame Uplift =
-13.3
(V) x TF =
-17.16 psf
Seismic:
Base Shear : V= 1.2*SDS/R ' W
0.1075 ' W
Site Class =
D
Ss(0.2) =
0.21
S1(1.0) =
0.06
Fa =
1.60
Fv =
2.40
SM1 =
Fv'S1 =
0.14
SMS =
Fa'Ss =
0.34
SD1 =
2/3'SM1 =
0.10
SDS =
2/3`SMS =
0.22
R =
2.5
Seismic
Use Group =
I
Seismic Design Category Based on SDS : B
Seismic Design Category Based on SD1 : B
Design Category : B
12/08/2005 LSC- 34218 Page 1 of 12
ASCE 7-02
Section 7.1--Symbols & Notation
Ce = 1.2 Exposure Factor as determined from Table 7-2
Ct = 1.2 Thermal factor as determined from Table 7-3
D= Snow Density in pcf as determined from Eq. 7-4
hb = Height of balanced snow load determined by dividing Pf by D, in feet.
hd = Height of snow drift, in feet
hc = Clear height from top of balanced snow to top of parapet, ft
hr = 3.42 = Fascia height, ft
I= 1.0 = Importance factor (see Table 7-4).
Pf = Snow load on flat roofs, psf.
Pg = 30 =ground snow, psf.
Pd = Maximum intensity of drift surcharge load, psf.
lu = 45 = Length of roof upwind of the drift, feet
w= Width of snow drift, in feet
Section 7.3--Flat-Roof Snow Loads, Pf
The snow load, Pf, on a roof with a slope equal to or less than 5° shall be calculated in psf using equation 7-1, but not less than the
following mimimum values for low slope roofs: where Pg is 20 psf or less Pf = I(Pg), where Pg exceeds 20 psf, Pf = 20 (I).
Section 7.7 & Section 7.8
The geometrey of the surcharge load due to snow drifting shall be approximated by a triangle as shown in figure 7-8. Drift loads
shall be superimposed on the balanced snow load. If hc/hb is less than 0.2, drift loads are not required to be applied.
The height of such drifts shall be taken as 0.75 x hd as determined from Fig 7-9, with lu equal to the length of the roof upwind of
the projection or parapet wall. If the side of a roof projection is less than 15 ft long, a drift load is not required to be applied to
that side. If the height, hd, is equal to or less than hc, the drift width shall equal 4hd and the drft height shall equal hd. If this height
exceeds hc, the drift width, w, shall equal 4 hdz/hc and the drift height shall equal hc. However, the drift width w shall not
exceed 8hc. The maximum intensity of the drift surcharge load, pd, equals hd x D where the snow density, D, is defined by Eq 7-4.
Secfion 7.10--Rain-On-Snow Surcharge Load
For locations where Pg is 20 psf or less but not zero, all roofs with a slope less than 1/2 in/ft, shall have a 5 psf rain-on-snow
surcharge load appled to establish the design snow loads. Where the minumum flat roof design snow loadfrom Section 7.3.4
exceeds Pf as determined by eq. 7-1, the rain-on-snow surcharge load shall be reduced by the difference behveen these two values
with a maximum reduction of 5 psf.
Pf =
Pf =
hd =
hd =
D=
D=
hb =
hc =hr-hb =
hc/hb =
w=
0.7xCexCtxlxPg Eq7-1
30.0 psf
0.75 x (0.43(lu)^1/3 x (Pg+10)11/4-1.5)
1.76 ft
0.13P9 + 14 < 30 psf
17.90 psf
1.68 ft
1.74 ft
Ref. Fig. 7-9
lu
~
w ~
T
Eq 7-4
~
1.04 Consider Drift
7.12 ft
Pd = D x hd<D x hc
Pd = 31.16 psf
nd
~
hb
i
Pf - , DRIFT:
FIGURE 7-8
Configuration of Snow Drifts on Lower Roofs
I~
I
nc
1 hr
_l
12/08/2005 LSC- 34218 Page 2 of 12
Deck Design
wd=
ws=
Deck : ww=
Frame : ww=
P=
(Drift Surcharge)Pm=
L=
X=
(Drift Length) Wd=
RAd=
RAs=
Frame : RAw=
Deck: RAw=
RA(d+s)=
Frame : RA(d+w)=
Deck : RA(d+w)=
3.00
psf
w^__.
30.00
psf
wr
-38.96
psf
P, ,
-17.16
psf
16.50
plf
~ A
B
31.16
psf
~
7.67
ft
x
3.00
ft
7.12
ft
45.22
plf
RBd=
3.28
plf
342.56
plf
RBs=
88.31
plf
-127.31
plf
Frame : RBw=
-55.70
plf
-289.08
pff
Deck : RBw=
-126.47
plf
387.77
plf
RB(d+s)=
91.59
plf
-82.09
plf
Frame : RB(d+w)=
-52.42
plf
-243.86
plf
Deck : RB(d+w)=
-123.19
plf
MAd =
-63.00
ft-Ibs/ft
MAs =
-255.51
ft-Ibs/ft
Deck : MAw =
175.31
ft-Ibs/ft
MA(d+s)=
-318.51
ft-Ibs/ft MAB(d+s)= 127.05 ft-Ibs/ft
Deck : MA(d+w)=
112.31
ft-Ibs/ft Deck : MAB(d+w)= -210.97 ft-Ibs/ft
USE 20 GAUGE GRADE C DECK
+S=.3958 in^3 -S=.3195 in^3 FY=40 ksl
DECK DESIGN:
WI=
30.00
psf
^A
B^
Deck : Ww=
-38.96
psf
l<------- L
------->1
Frame : Ww=
-17.16
psf
Rd=
11.75
plf
L=
7.83
ft
RI=
117.50
plf
Frame : Rw=
-67.20
plf
Deck : Rw=
-152.59
plf
M(d+l)=
253.11
ft-Ibs/ft
R(d+l)=
129.25
plf
Deck : M(d+W)=
-275.80
ft-Ibs/ft
Frame : R(d+w)=
-55.45
plf
Deck : R(d+w)=
-140.84
plf
USE 20 GAUGE GRADE C DECK
+S=.3958 in^3 -S=.3195 in^3 FY=40 ksl
12/08/2005 LSC- 34218 Page 3 of 12
BEAM DESIGN:
P-a
Wd=
76.22
plf
~ P
WI=
342.56
pif
v
418.77 _pjff _
-
Ww=
-127.31
plf
- -
~A
g~
Pd=
122.43
Ibs
1< X---- >
I< L ---------->I
PI=
0.00
Ibs
Pw=
0.00
Ibs
Deflections: (inches)
Overhang Midspan
L=
33.25
ft
DL=
0.010 0.101
X=
13.25
ft
DL+LL=
-0.183 0.638
(+downward, -upward)
MA(d) =
8313
ft-Ibs
RAd=
2649
Ibs
MA(I) =
30070
ft-Ibs
RAI=
11138
Ibs
MA(w) _
-11175
ft-Ibs
RAw=
-4139
Ibs
MA(d+l) =
-38-383
ft-Ibs
lu=
1.33
ft
RA(d+l)=
13788
Ibs
MA(d+w) _
-2863
ft-Ibs
lu=
13.25
ft
RA(d+w)=
-1490
Ibs
RBd=
1017
Ibs
RBI(Max)=
5695
Ibs
RBw=
-1780
Ibs
MAB(d+l)=
53791
ft-Ibs
lu=
8.75
ft
RB(d+l)=
6712
Ibs
MAB(d+w)=
-5702
ft-Ibs
lu=
1.33
ft
RB(d+w)=
-763
Ibs
USE;
W16X31_
_ _Fy_.
_36
ksi
BEAM DESIGN:
P-b
Wd=
41.03
plf
IP
WI=
205.81
plf
v
246.84
-
0
-
Ww=
-122.90
plf
-
"A
BA
Pd=
118.19
Ibs
1< X---- >
I<
L ---------->I
PI=
0.00
Ibs
Pw=
0.00
Ibs
Deflections: (inches)
Overhang _
Midspan
L=
33.25
ft
DL=
0.035
0.059
X=
13.25
ft
DL+LL=
-0.110
0.460
(+downward,
-upward)
MA(d) =
5168
ft-Ibs
RAd=
1499
Ibs
MA(I) =
18066
ft-Ibs
RAI=
6692
Ibs
MA(w) _
-10788
ft-Ibs
RAw=
-3996
Ibs
MA(d+l) =
23234
ft-Ibs
lu=
1.33
ft
RA(d+l)=
8191
Ibs
MA(d+w) _
-5620
ft-Ibs
1u=
13.25
ft
RA(d+w)=
-2497
Ibs
RBd=
527
Ibs
RBI(Max)=
3422
Ibs
RBw=
-1719
Ibs
MAB(d+l)= 31578 ft-Ibs lu= 8.75 ft
RB(d+l)=
3948
Ibs
MAB(d+w)= -8678 ft-Ibs lu= 1.33 ft
RB(d+w)=
-1192
Ibs
USE: _ W16X26 Fy
36 ksi
12/08/2005 LSC- 34218 Page 4 of 12
BEAM DESIGN:
P-c
Wd=
49.50
pif
~ P
WI=
235.00
plf
v _
284.50_
_ I~_
.
Ww=
-134.40
plf
"A
BA
Pd=
129.25
lbs
l< X---- >
j<
L ---------->1
PI=
0.00
lbs
Pw=
0.00
lbs
Deflections: (inches)
Overhang
Midspan _
L=
33.25
ft
DL=
0.035
0.073
X=
13.25
ft
DL+LL=
-0.130
0.531
(+downward, -upward)
MA(d) =
6058
ft-Ibs
RAd=
1790
lbs
MA(I) =
20629
ft-Ibs
RAI=
7641
lbs
MA(w) _
-11797
ft-Ibs
RAw=
-4370
lbs
MA(d+i) =
26686
ft-Ibs
lu=
1.33
ft
RA(d+l)=
9431
lbs
MA(d+w) _
-5740
ft-Ibs
lu=
13.25
ft
RA(d+W)=
-2580
lbs
RBd=
641
lbs
RBI(Max)=
3907
lbs
RBw=
-1880
lbs
MAB(d+l)=
36346
ft-Ibs
lu=
8.75
ft
RB(d+l)=
4548
lbs
MAB(d+w)=
-9038
ft-Ibs
lu=
1.33
ft
RB(d+w)=
-1239
lbs
_
USE:
_W16X26
_Fy
_ _
___36 ksi
12/08/2005
LSC- 34218
Page 5 of 12
BEAM DESIGN: P-d lP1 P2 I
Wd= 76.22 plf v _ 418.77 plf _ v_
WI= 342.56 plf
X2
---->1<---
Ww= -127.31 plf l<--- X1 > j< L
P1d=
1017.11
Ibs
P11=
5695.01
Ibs
P1w=
-1780.42
Ibs
P2d=
122.43
Ibs
P21=
0.00
Ibs
p2w=
0.00
Ibs
L=
35.00
ft
X1=
1.75
ft
X2=
13.25
ft
MA(d)=
1897
ft-Ibs
MA(I)=
10491
ft-Ibs
MA(w)=
-3311
ft-Ibs
MA(d+l)=
12387
ft-Ibs lu =
MA(d+w)=
-1414
ft-Ibs lu =
MAB(d+i)= 59060 ft-Ibs lu =
MAB(d+w)= -5702 ft-Ibs lu =
MB(d)=
8313
ft-Ibs
MB(I)=
30070
ft-Ibs
Mg(yd)=
-11175
ft-Ibs
MB(d+l)=
38383
ft-Ibs lu =
MB(d+W)=
-2863
ft-Ibs lu =
RAd=
2301
Ibs
RAI(MAX)=
12589
Ibs
RAw=
-4006
Ibs
Rp,(d+~)=
14890
Ibs
Rp,(d+w)=
-1705
Ibs
RBd=
2649
Ibs
RBI(MAX)=
11393
Ibs
Rgy,r-
-4139
Ibs
RB(d+1)=
14042
Ibs
RB(d+w)=
-1490
Ibs
1.33 ft
1.75 ft
8.75 ft
1.33 ft
1.33 ft
13.25 ft
OK
OK
OK
OK
OK
OK
DEFLECTIONS X1-OH J___Skan ~ X2-OH
- DL (in) _ J 0. -0.11 is down
I DL+LL (in) = L_ 0.1041 _-0.683 j 0.2091 is up
SIGN CONVENTION: CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE
SPAN; +M=COMPRESSION ON TOP FLANGE
USE: W16X31 _36, ksi_
12/08/2005 LSC- 34218 Page 6 of 12
BEAM DESIGN: P-f
I P1 P2 ~
Wd= 49.50 plf v 284.50_plf
WI= 235.00 plf ^A B^
Ww= -134.40 plf 1<--- X1 1< L -------->1<--- XZ --->1
P1d=
640.75
Ibs
P11=
3906.88
Ibs
P1w=
-1879.53
Ibs
P2d=
129.25
Ibs
P21=
0.00
Ibs
P2w=
0.00
Ibs
L=
35.00
ft
X1=
1.75
ft
X2=
13.25
ft
MA(d)=
1197
ft-Ibs
MA(I)=
7197
ft-Ibs
MA(w)=
-3495
ft-Ibs
MA(d+l)=
8394
ft-Ibs lu =
MA(d+w)=
-2298
ft-Ibs lu =
RAd=
1455
Ibs
RAI(MAX)=
8636
Ibs
RAw=
-4229
Ibs
RA(d+l)=
10091
Ibs
RA(d+w)=
-2775
Ibs
RBd=
1790
Ibs
RBI(MAX)=
7816
Ibs
RBw=
-4370
Ibs
F26(d+l)=
9606
Ibs
RB(d+w)=
-2580
Ibs
1.33 ft
1.75 ft
OK
OK
MAB(d+l)=
39971
ft-Ibs lu =
8.75 ft
OK
MAB(d+w)=
-9038
ft-Ibs lu =
1.33 ft
OK
MB(d)=
6058
ft-Ibs
MB(I)=
20629
ft-Ibs
MB(w)=
-11797
ft-Ibs _
MB(d+l)=
26686
ft-Ibs lu =
1.33 ft
OK
MB(d+w)=
-5740
ft-Ibs lu =
13.25 ft
OK
DEFLE
CTIONS
X1-OH
I
I X2
OH
Span
_
0
.0131-
_
_0.029
0.082 I ,
s down
-)i
(
' L
DL+LL (in)
-0.087'
-
-0.56 0.151-
is up
-
SIGN CONVENTION:
CANTILEVER; +M=COMPRESSION ON BOTfOM FLANGE
SPAN; +M=COMPRESSION
ON TOP FLANGE
USE; W16X26____ Fy _ 36 ksi
- -
12/08/2005 LSC- 34218 Page 8 of 12
HEADER BEAM DESIGN: H-a
iP1
IP2
P3 P4
IP5 IP6
~
-L- - - g
X1
I X2
- . A
X3
X5 ~
X4
X6 , X ~
-
-
-r-
P1d=
2649
lbs
X1 =
7.67 ft
P11=
11138
lbs
X2 =
4.25 ft
P1w=
-4139
lbs
X3 =
3.58 ft
P2d=
1499
lbs
X4 =
7.83 ft
P21=
6692
lbs
X5 =
3.58 ft
P2w=
-3996
lbs
X6 =
4.25 ft
P3d=
1790
lbs
X7 =
7.67 ft
P31=
7641
lbs
P3w=
-4370
lbs
Wd =
62.00 plf
P4d=
1790
lbs
WI =
0.00 plf
P41=
7641
lbs
Ww =
0.00 plf
P4w=
-4370
lbs
P5d=
1499
lbs
Deflection (inches)
P51=
6692
lbs
X1
DL=
0.23
P5w=
-3996
lbs
DL+LL=
1.10
P6d=
2649
lbs
P61=
11138
lbs
Span
DL=
-0.04
P6w=
-4139
lbs
DL+LL=
-0.21
X7
DL=
0.23
DL+LL=
1.10
MA(d) =
42347.4
ft-Ibs
RA(d)=
7143
lbs
MA(I) =
161171.7
ft-Ibs
RA(I)=
25471
lbs
MA(w) _
-66311.8
ft-Ibs
RA(w)-
-12505
lbs
MA(d+l) =
203519.1
ft-Ibs Lu=
7.67 ft
RA(d+l)=
32614
Ibs
MA(d+W) _
-23964.4
ft-Ibs Lu=
7.67 ft
RA(d+W)=
-5362
lbs
Mspan(d+l) _
-167998.9 ft-Ibs
Lu=
Mspan(d+w) =
23964.4 ft-Ibs
Lu=
MB(d) = 42347.4
ft-Ibs
MB(I) = 161171.7
ft-Ibs
MB(w) _ -66311.8
- -
ft-Ibs - _
-
-
MB(d+l) = 203519.1
ft-Ibs Lu=
7.67 ft
MB(d+w) _ -23964.4
ft-Ibs Lu=
7.67 ft
7.83 ft
7.83 ft
RB(d)=
7143
lbs
RB(I)=
25471
lbs
RB(w)=
-12505
lbs
RB(d+l)=
32614
Ibs
RB(d+w)=
-5362
lbs
USE:---W21X62------_--- FY----_ 36 ksi
12/08/2005 LSC- 34218 Page 9 of 12
HEADER BEAM DESIGN:
,P1 P2
< < _
-xi_ _ x2
P1d=
P11=
P1w=
P2d=
P21=
P2w=
P3d=
P31=
P3w=
P4d=
P41=
P4w=
P5d=
P5I=
P5w=
P6d=
P61=
P6w=
2301 Ibs
12589 Ibs
-4006 Ibs
1197 Ibs
7564 Ibs
-3868 Ibs
1455 Ibs
8636 Ibs
-4229 Ibs
1455 Ibs
8636 Ibs
-4229 Ibs
1197 Ibs
7564 Ibs
-3868 Ibs
2301 Ibs
12589 Ibs
-4006 Ibs
DL= -0.04
DL+LL= -0.23
X1 =
X2 =
X3 =
X4 =
X5 =
X6 =
X7 =
IP5 P6
xs _ X7 _
7.67 ft
4.25 ft
3.58 ft
7.83 ft
3.58 ft
4.25 ft
7.67 ft
Wd =
62.00
plf
W I =
0.00
plf
Ww =
0.00
plf
Deflection (in
ches)
X1
DL=
0.20
DL+LL=
1.18
Span
X7
MA(d) =
36909.8
ft-Ibs
MA(I) =
182163.7
ft-Ibs
MA(w) _
-64180.4
ft-Ibs
MA(d+l) =
219073.5
ft-Ibs Lu= 7.67 ft
MA(d+w) _
-27270.5
ft-Ibs Lu= 7.67 ft
Mspan(d+t) _ -181189.4 ft-Ibs Lu=
Mspan(d+w) = 27270.5 ft-Ibs Lu=
MB(d) =
36909.8
ft-Ibs
MB(I) =
182163.7
ft-Ibs
MB(w) _
-64180.4
ft-Ibs
MB(d+l) =
219073.5
ft-Ibs Lu= 7.67 ft
MB(d+w) _
-27270.5
ft-Ibs Lu= 7.67 ft
DL= 0.20
DL+LL= 1.18
RA(d)=
6157
Ibs
RA(I)=
28789
Ibs
RA(w)=
-12103
Ibs
RA(d+l)=
34945
Ibs
R,4(d+w)=
-5947
Ibs
RB(d)=
6157
Ibs
RB(I)=
28789
Ibs
RB(w)=
-12103
Ibs
RB(d+l)=
34945
Ibs
RB(d+w)=
-5947
Ibs
USE W21X62 Fy=_____ 36_ ksi
12/08/2005 LSC- 34218
~P3 IP4
~
- B
xa _ xa j xs
7.83 ft
7.83 ft
Page 10 of 12
HEADER BEAM DESIGN: H-c
IP1 IP2 P3 iP4 !P5 lP6
_ ~-_-7
~ - - ' i
X6 X - 7
X1 X2 AX3X4 XB5
P1d=
P11=
P1w=
P2d=
P21=
P2w=
P3d=
P31=
P3w=
P4d=
P4I=
P4w=
P5d=
P51=
P5w=
P6d=
P61=
P6w=
2649 Ibs
11393 Ibs
-4139 Ibs
1499 Ibs
6845 Ibs
-3996 Ibs
1790 Ibs
7816 Ibs
-4370 Ibs
1790 Ibs
7816 Ibs
-4370 Ibs
1499 Ibs
6845 Ibs
-3996 Ibs
2649 Ibs
11393 Ibs
-4139 Ibs
X1 =
7.67
ft
X2 =
4.25
ft
X3 =
3.58
ft
X4 =
7.83
ft
X5 =
3.58
ft
X6 =
4.25
ft
X7 =
7.67
ft
MA(d) =
42347.4
ft-Ibs
MA(I) =
164854.6
ft-Ibs
MA(w) _
-66311.8
ft-Ibs
_
MA(d+l) =
207202.0
ft-Ibs Lu= 7.67 ft
MA(d+w) _
-23964.4
ft-Ibs Lu= 7.67 ft
Mspan(d+l) _
-171056.2 ft-Ibs
Lu=
Mspan(d+W) =
23964.4 ft-Ibs
Lu=
MB(d) = 42347.4
ft-Ibs
MB(I) = 164854.6
ft-Ibs
MB(w) _ -66311.8
ft-Ibs
MB(d+1) = 207202.0
ft-lbs Lu=
7.67 ft
MB(d+w) _ -23964.4
ft-Ibs Lu=
7.67 ft
Wd =
62.00
plf
W I =
0.00
plf
Ww =
0.00
plf
Deflection (inches)
X1 DL-- 0.23
DL+LL= 1.12
Span DL=
-0.04
DL+LL=
-0.22
X7 DL=
0.23
DL+LL=
1.12
RA(d)=
7143
Ibs
RA(I)=
26053
Ibs
RA(w)=
-12505
Ibs
RA(d+l)=
33196
Ibs
RA(d+w)=
-5362
Ibs
7.83 ft
7.83 ft
RB(d)=
7143
Ibs
RB(I)=
26053
Ibs
RB(w)=
-12505
Ibs _
RB(d+l)=
33196
Ibs
RB(d+w)=
-5362
Ibs
USE: W21X62Fy_= 36 ksi
12/08/2005 LSC- 34218 Page 11 of 12
Column Desi n
P DL =
6.16
kips
Clr. Ht.=
16.00
ft
P LL =
28.79
kips
Fascia Ht.=
3.83
ft
P WL =
-12.10
kips
Col. Trib=
33.60
ft
Base Shear=
0.66
kips
Wind Load=
20.51
psf
# of COL.=
2
MWL=
49.96
kip-ft
M Seis =
11.86
kip-ft
M Unbal DL=
0.00
kip-ft
M Unbal LL=
0.00
kip-ft
Use:
TS12X12X5/
16
Fy =
46.00
ksi
K =
2.00
L =
17.92
ft
Depth =
12.00
in
Width =
12.00
in
t =
0.31
in
A =
14.40
in^2
I =
324.00
in^4
S =
54.00
in^3
r =
4.74
in
Cc=
111.55
Qa =
1.00
(App. B)
KUr =
90.65
M WL = w(Fascia Ht x 2 x Col Trib./# of col x L) + w(Wrap x 1/2 Clr. Ht^2)
M Seis = Base Shear x L
M Unbal = Live Load x Col. Trib.x (Canopy Width/2)^2l2
L= Cir. Ht. + Fascia HU2
fa(DL) _
fa(LL) _
fa(W L) _
fb(WL) _
fb(Seis) _
fb(Unbal DL) _
fb(Unbal LL) _
Fa =
Fb =
DL+LL+WL=
0.55
Eqn.
H1-3
DL+LL+Siesmic =
0.25
Eqn.
H1-3
DL+LL =
0.15
Eqn.
H1-3
Top_Connection_ Standard Cap, Plate
Base Plate : LB_P 12 - 50
Foundation: (Restrained at Grade)
d^2=(4.25'M)/(S3*b)
0.43 ksi
2.00 ksi
-0.84 ksi
11.10 ksi
2.64 ksi
0.00 ksi
0.00 ksi
16.18 ksi
27.60 ksi
Max Defl. = 0.98 in, OK
All. Defl. = 2.00 in
M(MAX)=
49963
ft-Ibs
Pmax=
34.95 kips
S3=
90
PCF X d
Footing Area=
25.00 ft^2
b=
7.071
ft
Bearing=
1397.82 psf
d=
6.936
ft
Footing=
Square
USE:
_ 5.00
_FT_SQ. X
,.7.00. ft deep footing__
_ _
As=12*M/Qd'24000)= 0.2648 in^2
USE:_ 12 #8's (SQ. Cage)_w/ #4_ties_w/ 135_hooks a12"O,C._
12/08/2005 LSC- 34218 Page 12 of 12
L?.NE SUPPLY, IbIC.
E ~
120 Fauview
0
Arlington, Texas 7601
817-261-9116
1.125"
0.75"
~ o
N N
O C)
iN O
r
m R 0.0625"
rn
C\i TY P
15.96875"
SL-316 DECFC PANEL
Section Properties
Gage
Wt, psf
Thickness, in
ASTM 653
+1, in°
I, in"
+S in'
S in3
+M, ftIbs/ft
-M ft Ibs/fE
M
G
24
1.46
0.0239
Grade 50
0.5526
02641
02262
02013
423.30
376.70
RA
Y7x
-
-a
s~ aRwa~~
~ar w
,
11
~.~^OAs'~
~2~r2
'
A2
~Z(i
~+,~i~~
~~4899D~~
• ~~a
:
de~t0
~,G
O~V
6
;
„
22
1.83
0.0299
Grade 50
0.7522
0.3506
0.3747
02570
1588.80
481.00
~ade~ 0
~
936 ,
~
~QLL~SB~
~Q.f3195~
t~~ 9ti 5~~
d0
20
220
0.0359
Grade 50
0.9216
0.4447
0.3875
0.3140
725.10
587.60
~,~R,' ~
~A~
P~~""~~
~ ~'~~~j~
~~~~5
18
2.93
0.0478
Grade 50
1.2128
0.6517
0.5134
0.4296
960.70
803.90
Notes:
1 Designed per AISI Cold Formed Steel Manual, 1996 ed.
2 Complete calculations are available upon request.
3± M is allowable bending moment.
Issued 4-29-04
7his sheet is fhe propeity of Lane Supply, Inc and may nol be reproduced without express permission of Lane.
LANE SUPPLY, INC.
. , uC 120 Fairview
Arlington, Texas 76010
817-261-9116
FAX 817-275-1660
STANDARD BASE PLATE DESIGN
Bolt
Weld
Weld
Base
M
PBOL-r
Dia. t Reao
t ACTUAL
Req'd
Actual
Plate
LB
P #
M ft-k)
(k)
(in) (in)
(in)
(1/16 in)
(in)
Mark
(D
-
/
67
0
' 1/4
LBP 13
' 10 10
4
07
1 1/2 0.53
4
3
.
12
12
-
_ 20 20
.
8.14
1 1/2 0.73
314
1.35
1/4
LBP 13
'
12
-30 30
12.00
'1 1/2 0.88 '
1
2.02
5/16
LBP 14
12
- 40 40
15.74
1 1/2 1.00
1 1/4
2.69
5/16
LBP 15
12
50 50
19.67
1 1/2 1.11
1 1/4
3:37
' 5/16
LBP 15
12
- 60 60
23.61
1 1/2 1.21
1 1/4
4.04
5/16
LBP 15
12
- 70 70
27.10
1 1/2 1.29
1 1/2
4:71
5/16
--LBP 16
12
- 80 80
30.97
1 1/2 1.37
1 1/2
5.39
F.P.
LBP 16
12
- 90 90
34.84
11/2 ' 1.44
11/2
6.06
F.P.
LBP-16
TS 12 X12 COLUMN:
CONSTANTS:
Fy =
36 ksi
D= 12 in.
A36 Steel Plate
E70xx Electrode
Fw =
0.928 k/in/
16th
e- z in
b,d= 12 in.
A307 Anchor Bolts
Ft =
20 ksi
E
UATIONS:
Mx12
in/8
Mx1
2in/R =
Mx12in/ft
~
P
BMr 2 bolts (D+e+t)
Weld = g µ,.b
x Fw
Fw (bd+d
/3)
6xPxex26olts
t,~en = 0.75 x Fy x(D+2t)
N
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96'-10" OUT TO Our GUTTFR
0 OUTRIGGERS MK. 0 @ 2'-8" O.C. MAX TYPICAL BOTH SIDES
13'-5" 35'-0" j 35'-0" 13' S"
(4) ROWS OF PURLIN BRIDGNIG 9EQ SPACES (4) ROWS OF PURLIN BRIDGNIG @EQ SPACES
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h
5"
5"
(72) SL-316 DECK PANELS 0 @ 1'-4'" O.C. MAX = 96'-0-
5"
0
C
ti
C
C
DOUBLE DECK CLIP
DESIGN LOADS
DEAD LOAD = AS OCCURS
LIVE LOAD = 20 p.s.f.
SNOW LOAD = 30 p.s.f
WIND LOAD = 100 m.p.h. EXP. C
BLDG CODE = 2003 IBC
SEISMIC DESIGN CATEGORY = 8
-
®U
G.C. 1/ERIFY CANOPY
ORIENTA 110N SUPPLY, INC.
96'-10"' OUT TO OUT GUTTER 120 FAIRVIEW
ARLINGTON, TX. 16010
(817) 261 9116
13 -5" 35~-0° 35'-0'" NOM.y': MS OtlK'Wf1Yi IS 11k FNpTR7Y OE LNL 7,'(ppANY. - 5 NEIFER /H$ DO(.'W(Ni ALIR ANY UA 7M 0R M07YA R0v
NORTH NttteH g+AU ~ amko cr NE>~WULED N ANY uANNEN, lcuNm oncmng awasxo a ar usro roa ANr avm~ ®11°~~ -'-'~r- WfA1XYYFR, rrNalr nk rAVCw uam+ a[>aaSgcw a uNE
LOWANY a INE DDp.WENi lS LWNCD ar p7 WM FIE Avrmoarc rr ewt mmN+r, nk e~oMm, M 07191kRA1X1N Cf 5710+l0U+, ACREES t0 Ilk F07ECQNG 0TN4lfON5 Afm i0 RFRANV ]H5 WC71kNi pl NEpUE$i 0P
UKM CYLFtf ii0v Ck Fk SKOIIG4LY AUMpNh'0 1UNr: FOP IF1CH 17 W5 USEQ
SEAL
..r--
i
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i
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a
i i
i i
i
w
1'
r
COLUMN AND FOOTING L OCA TIONS
SCALE: NONE
SEE / B2 FOR FOOTING DESIGN WADSWORTH BLVD.
FOUNDA TION NOTES: GENERAL NOTES:
1. ALL FOUNDATION WORK BY OTHERS AND SUBJECT TO LOCAL 1. ALL CANOPY F007/NGS ARE 70 BE POURED A MINIMUM OF
APPROVAL. 72° BELOW FINISHED GRADE OR AS REQUIRED BY LOCAL
2. THE FOUNDATION DESIGN lS BASED UPON SECTION 1805.7.2.2-IBC CODES AND ORDINANCES. I/
2003 EDl7/ON. THE DESIGN CRITERIA SELECTED ASSUMES.' SITE Z lT lS THE OWNERS RESPONSIBILl7Y 70 CONEY TO ALL VER
CLASS D MATERIAL OR BETTER, SOIL BEARING CAPACITY OF 7500 CONTRACTORS THAT lT lS THEIR RESPONSIBILITY TO INSURE THAT
PSF AND A PASSl1/E SOIL PRESSURE OF 750 PSF PER FOOT OF DEPTH. THE Sl7E IS PROPERLY EXCAVATED AND GRADED. DURING AFTER 3. CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM TO ACl CONCRETE FORMING PRIOR TO AND AFTER THE POUR, THE PROVIDE
STANDARD 318-89 °BUILDING CODE REQUIREMENTS FOR CONCRETE SHOULD BE CHECKED FOR PROPER ELEVATION, ELEVATI REINFORCED CONCRETE." SQUARE AND CORRECT DIMENSIONS. TRANSIT ATTACH 4. MINIMUM COMPRESSNE STRENGTH OF CONCRETE (F"C) A7 3. MEASUREMENTS FOR ANCHOR BOLTS ARE EXACT AND SHOULD
i
THE END OF 28 DAYS SHALL BE 2500 PSl MIN. BE RECHECKED TO INSURE PROPER LOCATION.
5. REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM 70 4. CORRECTION OF LOCATION, OF ELEVATION AND OF DIMENSIONAL z
ASTM A615 LATEST REI/lSION. ERRORS MUST BE MADE PRIOR TO THE ARRIVAL OF THE ERECTION
6. DETAILING, FABRICATION AND PLACEMENT OF REINFORCING BARS CREW AND PRIOR 70 THE ERECTION OF THE STRUCTURE. - r
SHALL COMPLY WITH ACl 315, ACl 318 AND CRSI STANDARDS. 5. AFTER THE FORMS HAVE BEEN REMOVED, ALL TRENCHES, HOLES i i~
7. ANCHOR BOLTS SHALL CONFORM TO ASIM A307. AND UNEVEN SITE CONDITIONS MUST BE LEVELED 70 INSURE
n r nnrc is ninr R~cPnniaRiF FnR Fnnrinir Pn~iFZFn PRinR A SAFE WORKING AND ACCESS AREA ACCEPTABLE 70 LOCAL,
V L/11 V(_ Il IVV I It-.ll VIVVI VI_L v vv 'v vv _ l 1
TO FERMI TT1NG. 1 11 1 1'' 1 -1 111 STATE, FEDERAL AND OSHA AGENCIES.
9. FOOTING ARE DESIGNED TO BE CONSTRAINED AT THE TOP BY SHEET TI TLE
A 6" SLAB. IF THEY ARE NOT PLEASE NOTIFY LANE SUPPLY INC.
10. POUR FOOTINGS TO SAME TOP ELEVATION.
DESIGN LOADS
=
MUST PROVIDE THIS INFORMATION, DEAD LOAD AS OCCURS LIVE LOAD = 20 p. s. f.
SNOW LOAD = 30 p. s. f, ABI OF 2
WIND LOAD = 100 m.p.h. EXP. C
BLDG CODE = 2003 IBC
SEISMIC DESIGN CATEGORY = B
_ _
G.C. VERIFY CANOPY
ORIEN 7"A TION ®~c
SUPPLY, INC.
I20 F,41RV1EW
ARLINGTON, TX. 760/0
(81J) 261-9116
Noxr~ nas onrcxENr is ne arorxn a LANE LLwANr
NEInKN MS DOLyIIAENI Np} ANY DATA p7 Nf(1%IAnpi NEN('N $NALL Cp~(N (j TlfATg1UQV N ANY NANNER, [OANEO On2NM.¢ p9Yn'fD pr p7 (/,qp FpP ANY W/6g5E
OF HEADER NHA rSC£bfN, WRgM1T M1lE lAMA71187CN F(RM55Y,w OF Wf CdNANY. F IHE ceeNwEnT i$ lQ1AC0 BY pl ifnf A!E AUllk]i1n p' LANE CONPM'Y, nA' 90MpIEN, N
IXNSILLRAMW OF SUOI LOW, A(NE($ TO nk' FP7Ep7NG p?Npn0.N5 ano ro NEnAxv nes axra.FNr pr A[aESr pr UfKN 6 ~ SFIOEN:A[L Y AUiNpbIEO A~Mt Fpp
NFACN I( MAS InfA
SEA
8 18
ro ~
5/76 -
~ i
a®
37 9
~i BASE PLATE LBP15-1 m 0
- - ' - - - PL^~1 1/4° x 23 3/4'" x 1'-71 3~4» fi . * ~"v
~ w/4 - 2'a HOLES ro
~ i FIELD CUT HOLE
o~ FOR DRAIN & CAULK
3"m PVC DRAIN PIPE
(FURNISHED BY LANE ~ i ~ i PUMP ISLAND
& INSTALLED BY G.C) I i i (BY G.C.)
TOP OF DRl ~E 3 ~ ~ ~ i O
3'" CONCRETE ~ ~ ~ T
MINIMUM POURED TURN ELBOW TO v
AROUND COLUMNS i REQUIRED POSITION
3
N ~ 0 Z
~ ~ 0
A307 ANCHOR BOL TS,
7 1/2°m x 36° LONG
Z 8 ~ ~ (SUPPLIED BY LANE)
~ ~ v g w/8" PROJECTION
~ O C~ a e W
O ~ m ~ 2
Z i g
0
I N Z
I Q
- I
t~
#a riES W/i3s HooKS
AT 12" O.C. MAX. r a ~ 12 - J/8'S t/ERTICAL
(B Y G. C.~ I (B Y G. C. )
e i
2500 PSl C0NCRE7E
(B Y G. C~ 4 "
0
5'- 0"
0
SQUARE 2
LSC:
F00~'~NG ~ETAII~
34218
DRAWN BY.•
SRL -JR
CHECKED BY.•
SEE AB 7 FOR FOUNDA TION l~10 TES GENERAL ND TES AND F00 TING L OCA TIONS
DA lE:
12-09-05
~ ~ ~ o
o ~
Z v
00 C1
vv, ~
~~m v°
nQZo~o
7 1/2"e A307
~TNREADED R00 o~~vo ~Qp~. ~
FOOTINGS AND FOUNDATIONS ~z~~~o 2~®Do,
ARE TO BE INSTALLED PER
~~Q~ ~
2 NEX NUTS SO/LS REPORT PREPARED BY. PL 3/4" x 5" x 5" KUMAR & ASSOCIATES, INC., ~~S~o
DEN I/ER, CO °ow.'
rh'u✓tCl NU. 05-1--300
DATED: JUNE 1, 2005 Ir,, 2N, 4
SHEET TI TLE
DESIGN LOADS
DEAD LOAD = AS OCCURS
LIVE LOAD = 20 p. s. f. AB2 Oc
SNOW LOAD 30 p. s. f, WIND LOAD = 700 m.p.h. EXP. C
BLDG CODE = 2003 IBC
SEISMIC DESIGN CATEGORY = R
_ _
® ® C
96'-10" OUT TO OUT GUTTER SUPPLY, INC.
l20 FA/RVIEW ______->I~ A ® ~~i
(34) OUTRIGGERS MK (L046B) D 2'-8` O.C. MAX TYPICAL BOTN SIDES
'r saw
13'- 5 " 35'- 0'"
(3) ROWS OF PURLIN BRIOGNIG @ 8'-9` O.C. MAX (3) ROWS OF PURLIN 8RlDGNIG @ 8~ ~ 1'-9° I I ~ ~ f
SHEAR rryyi 1. /y
SPLICF_
1 1I
PERIMETER GUTTER A I 1 f
a ~ MK. LGl E2 I i
(SMOOTH LANE WHl TE)
II ~ II
W15X31 I I I I i Y
~ P-o d
~ II II
~ ~ II II
I II
I ^ II II
O ~ II H
1
m W'?X26 I I I I
v P-ti I I rS12X12X5/76 ~ I I X-BRACING MK, lA1 X-B ~ I I (TYP.) I I 7YPlCAL (72) PLACES TYPI ~ o ~ ~ I I (3'"x3'"x7/4'" ANGLE) (3°x,
~ k -i - - - - - - - - - - - - - - - - C
Q i~ -
ti ~ k
~ v W?5X26 ~
~ ~ o /'-c
DE K SUPPORT O O ~
~ oO ~ ~ ° ° B J B HEADER BRIDGING A C MK. LDS7
~ N - I TYPICAL 72 PLACES PURLI ~ ~ ~ E2 E3 MK LB21 E3 E3 ~ ~ MK. L Q o ~ TYPICAL 36) PLACES TYPIC ~ Q _ W75X26
s
~ ~ v~ p.. e
~ ~ I
`F o
i~ II II H
~ II ~ II
~ W?6X26 II E2 ~ II E3 W
~ P-b
~ II II
II II
O ~ NCI NII v ~ III III
kl I o xl I o
W1~X31 ~IIZ ~IIZ
P-:~ II II
I II - - -
o LEADER GUTTER MK. LLG7 SCU (SMOOTH LANE WHITE) (SMO
.t
r
TYPICAL (6) PLACES E2 E3 TYPI 5` (72~ SL-316 DECK PANELS 20 GA. (EMBOSSED LANE WHl7E) ~ 1"-4' O.C. MAX = 96'-0'
rvorE: CANOPY LAYOUT O
ooue~E aECK cuP SCALE: NONE t
i
WADSWORTH BL VC. . ~ ~ ,I
GENERAL NOTES: ERECTOR'S NOTES:
STRUCTURAL STEEL SHALL MEET THE RISC 1989 SPECIFICATION 9TH EDi.'70N 1. REFERENCE SEALANT SCHEDULE FOR ALL APPLICATIONS OP7/ON "A"
AND IHE AlSC CODE OF STANDARD PRAC7/CE, 1989 2. SEAL ALL JOINTS WITH A SMOOTH, CLEAN APPLlCA7/ON UNDER HEAD .r- i
STRUCTURAL STEEL PIPE 70 BE AS IM A53, GRADE B 3. APPLY FLEXIBLE SEAL 60 CLEAR AROUND THE COLUMNS ON THE TURN NUT TO TIGHTEN 4
TUBE STEEL TO BE ASTM A50q GRADE 8 TOP SIDE OF THE DECK AFTER BOTTOM SIDE HAS BEEN CAULKED.
BOLTS 70 BE AS7M A325 4. DECK PANELS AND TRIM WILL BE WIPED CLEAN AFTER INSTALLA7/ON GAP
INSTALLATION OF BOLTS MUST CONSIST OF ONE OF THE FOLLOWING: 5. ALL TRASH AND EXTRA MATERIALS WILL BE HAULED OFF JOBSI7E f MEASURED _
1. TURN OF THE NUT METHOD: 6. CHECK WITH GENERAL CONTRACTOR FOR DRAIN ORIENTA7/ON
A.) BOLTS SHALL BE BROUGHT TO A SNUG TlGH7 CONDITION--tIEFINED 7. CAP PLATES OF ALL COLUMNS MUST BE AT THE SAME ELEVATION
AS THE FULL EFFORT OF A MAN USING AN ORDINARY SPLD WRENCH 8. INSTALL (18) CUSTOMER FURNISHED 320 W ENCORF_ LIGHTS. MEA B.) MARK NUT AND WASHER THEN TURN NUT AS FOLLOWS: 9. PREP FASCIA FOR TEXC07E SEAL JOWL HARDENED
UP TO 3 /N. LENGTH = 7/3 TURN 70. FURNISH AND INSTALL (ONE) 1'~~ ELECTRICAL CONDUIT /N (6) WASHER
UP TO 6 /N. LENGTH = 7/2 TURN COLUMNS.
2 CALIBRATED TORQUE WRENCH METHOD: 11. FURNISH AND INSTALL (ONE) 3/4"0 ELECTRICAL CONDUITS IN (6) INSTALLATION
A.) lNS7ALLATION TORQUE VALUES: COLUMNS. L FLAT FACE - a
5/8"0 = 200 ft.-lbs. * EXCLUDES: FINISH PAINTING OF CANOPY COLUMNS, ELECRTICAL ASSEMBLED P 3/4 "e = 350 ft. -lbs. 2. AFTER BOL 1
~nniniF~rinni nF nF~K ii~Nrs r~vrnrF Facia Frnucu cvcrFne crcnic e, _
860 ft. _ S' J . U 75 f OH OP IION "A " & .005 FOR OP TIONS "B " AND "C t
~ - THAN .075 f G 3. LOAD INDICA TING WASHER: ITEMS NO LISTED ABDl/E.
A.) SEE DETAIL COMPRESSION WASHER
T TITLE
SPECIFICA TION COMPRES PEESSI 00 WASHER SPECI EI CA TI OS SHEE
WIDE FLANGE BEAMS TO BE ASTM A361A572
ANGLES, & PLATES TO BE ASTM A36 DESIGN LOADS
REINFORCING STEEL TO BE ASTM 675, GRADE 60 DEAD LOAD = AS OCCURS
DECK PANELS TO BE ASTM 446, GRADE C MINIMUM LIVE LOAD = 20 p.s.f. E / VF 3
WELDING SHALL MEET THE REQUIREMENTS OF THE AWS FOR SNOW LOAD = 30 p. s. f, v
BUILDING CONSTRUCTION USING E70XX ELECTRODES WIND LOAD = 100 m.p.h. EXP. C
ALL STRUCTURAL STEEL TO BE PAINTED WITH ONE SHOP COAT PRIMER BLDG CODE = 200,3 IBC
SEISMIC DESIGN CA TEGORY = B
1 U~
SEE DETAIL '~7" SEE DETAI!_ "7 FTAI~ " 1 » ~A/~~
- ~ ~ OUTRIGGER MK. L 0468
~ (~2xz ~a ca. c,a~ v aNC~E)
6" SAFEWAY RED ~ ~ (4) ff14x7° TEKS HEADER BRIDGING BAR 6° SAFEWAY RED
VINYL DECAL ~ 70 DECK RIBS N07 SHOWN FOR CLARITY VINYL DECAL
FASCIA PANEL 3mm ACM FASGA PANEL 3mm ACM
(swr wHirE) (swr w,v~rE)
w/ rExco rE FirwsH HEAt~E R w/ rExco rE FiNisH
FASTEN TO TOP ANGLE FASTEN TO 70P ANGLE S E._ ~
W/ f/14X7~8" LAP TEKS W~ ff14X7~8" LAP TEKS
ti ~ 2'-0" O.C. MAX W ~ ~ 2'-0" O.C. MAX
~ w (4) 3/4 `s A325 ~
- a r Ea cH coNrv. i
Q Q j
U HAT SECTION MK. LSHB U HAT SECTION MK LSHB {
W/(2) Jf10X3/4° TEKS ~ W/(2) J/10X3/4'~ 7EKS
TO O.R. & 3M DOUBLE TO O.R. & 3M DOUBLE
SIDED TAPE TO FASCIA. (3) //10X3/4' Tf.' PURLIN ~ SIDED TAPE 70 FASCIA.
`t SEE TAPE APPLICATION PER CONN TYP. SEE TAPE APPLICATION
NOTE FOR INSTRUCTIONS NOTE FOR INSTRUCTIONS
DECK CLIP
SEE DETAIL r"' ~ 1
"1-E3° i n
~ _ ~ SECURE PVC TO DECK
I ,I - W 7" WIDE x 24 GA. FIELD FAB STRAPS
6° SAFEWAY RED I / I ~ 6" SAFEWAY RED_
UlN YL DECAL 1 I I ~ I ~ ~ rl - - - - - @ 4'- 0' 0. C. MAX. ~ ~ II - - - - - I I q rTACH W/ JJ74x7 8 LAP TEKS W NEO VINYL DECAL
i
~ n ~ TO DECK) 1~ 1
SEE DETAIL °2" ~ > SEE DETAIL '"2°
o~ 5•~ 2~~ SEE D -TAIL "3" LEADER GUTTER MK LLG7 0~
Q o m Jf74x7/8'~ LAP TEKS W/NEO Q o m
V
z Q @ i'-0" O.C. MAX ? Q
U O c~ U O c~
~ ~ OUT TO OUT GUTTEF DIM. lS TO HERE ~ ~ ~ 'u
r
W W~ W w~ o D
o sEC rioN A r r-ASCiA A " o
scA~E NONE- ° '~f-~,.
1 j
i
TOP ANGLE MK. LSA4
Jf70X3/4 `TEKS TO 0. R. ' ~ ~
i ~ a
i ~
HEADER ~ ~ r r
/ ~ fi ~ u
3mm ACM ~ iu
~ ~/z'~~ ~/z° Fascia ~
(4) 3/4 »a A325
AT EACH CONN. I ~ i ~ ~ OUTRIGGER i ~w
I ~ I ~
I \ ~
CAP PLATE ~ I I _3/4„x12"x)'-6" ~
I I 6" SAFEWAY RED ~ I
i
~ VINYL DECAL ~ TYP, ~ I ~
I I ~/4 TYP.
»D-E3" ~ i "D-E3„ r
U
1
SEAL ALL AROUND PVC AT COLUMN I I I ~ ~ DL_ ~~`1IL ~
HOLE AFTER PVC LEADER HAS ~r ~ I
BEEN COMPLETELY INSTALLED ~ ~ SL-316 ~ I DECK f J
REFERENCE SEALANT SCHEDULE ~ ~ I CAULK GUTTER CLEAT TO ~
~ ~ COLUMN TRIM MK. LSCT72 FASCIA CON7/NUOUS
3"m COUPLER W/ 3"m FIELD ~ ATTACH AT COLUMN WITH ~ ~ i ~ ~ ~ ,rd..~ n
INSTALLED PVC IN LEADER ~ I REFRENCE SEALANT SCHEDULE ~ ~ ~
~ I (2) J/12-24x7 7/4'~ TEKS I t t
3"~ PVC ELBOW ~ I AT EACH SIDE OF COLUMN ~
W/3 "a PVC PIPE ~ ~ I ~ \
~ ~ ~ I ~ STEEL COLUMN ~ ~ r
4 "e TO 3 "m PVC I ~ ~ I (SEE E 1 FOR ~
REDUCER W/ 4'm PVC ~ I SIZE AND MARK) ~ ~
FIELD LOCATE & CUT 3 5/8'~e NOLE MAX. ~ ~ ~ ~ 6" SAFEWAY RED ~ . tf
FOR 3`e PVC. CUT 3 5/8°e HOLE AS ROUND I r ~ ~ VINYL DECAL ~ ~
& SMOOTH AS POSSIBLE CENTERED I ~ 3"~ PVC GRAIN I
IN COLUMN, REMOI/lNG ANY JAGGED WITH ELBOW GUTTER CLEAT MK LGC714 ~
EDGES. LOCATE PVC WITHIN COLUMN ATTACH BEHIND GUTTER ~
ADJUST TO MATCH THE CUT HOLE ~ ~ W/ f/70x3/4" TEKS ~
AND CONNECT TO EXTERIOR DRAIN PIPE. ~ ~ 70 EACH OUTRIGGER ~ PE PUMP I I VERIFY DRAIN ~
ISLAND I ORIEN TA TION Wl TH ~ ~ ~ ~ + ~ ~ OWNER OR GENERAL 1 ~ ~ CU T ~ I CONTRACTOR ZIPPER ANGLE ~ ~ ~ II ~ I I MK. LZA3, W/(2J ~ P ~ ~ I Jf 10X3/4 °7EKS \ ~
a 11> 1
- ~ ~ L J~ I 3'"m COUPLER FIELD INSTALLED TO O.R. ~ /
99 99 KLf HLNUL SLALAN 1 SLNLUULL it J 1
_ PERIMETER GUTTER MK. LG1 P! ; . ~ ~ i y _ ire
FIELD INSTALLED 3"o PVC PIPE ~ i ATTACH 70 DECK
THROUGH ISLAND OR 70 UNDER- (/8x3/4° MOD W/ J/14x718" LAP 7EKS
I
GROUND DRAINAGE SYSTEM AS REQD SEE AB2 FOR BASEPLATE DIMENSIONS TRUSS @ 2'-0" W/ NEO @ 8" 0. C. O. C. MAX. SPACING
SECTION AT COLUMN ~
scACE: NONE c DETAIL 2
c > >/z X ~ i/z X ~/a - SUPPLY, INC.
MK. LBA1. FASTEN TO 120 F,dIRVIEW
PURUN w~(2~ ~J72-24 x ARLINGTON, TX. 76010
1 1/4° TEKS PER CONN. 3/4 A325 (&l7) 261~911b
PUF~'UN BOLT (fYP,) PURLIN ,~,~:~~„r,~,~,rya~,~~,~, xntt[a tars oaxMar rn7a ,wr ar. pv .lpaumw
rrERte+ sv,ut 9E Cpj'EED q' alflPOWCED a+ ,wr uuwta, tuwm oncawsE asroseu u', at usm aoa ~vr rxrraosc ru rsmrn r>wcvr nc aaroe rn¢. reanva a ura
BEND DECK PANEL 57EE1 COLUMN 5/8 A325~n a~ -L 3x3 x7/4 ~ ~~~~~-~„~~.~~sro~~
BBL ~ VMM'CgMP(£IIpV(YM[S^f[11F",itLr.UnfpwlED .Pir fOa wfpf I f W0.5 VSFD.
ATTACH TO DECK WITH UP FROM COLUMN (SF_E E7 FOR / cavatxavs .xn ro aetum Ms teeiMCr+r av aravesr ra
PURLIN PANEL ~(2)-Jf14 x 7" TEKS CUTOUT AND ATTACH SIZE AND MARK)
PER CONNECTION TO SIDES OF COLUMN TYP.}-376 CLIP WITH f/12-24x7 1/4" 3/16 r~ 3\ X16 ~ ~ - - - - - - - ,3/16 ~ /
TEKS (2J PER LlP
L 7 1/2x1 1/2x7/8
SL-316 MK. LOS1
DECK MUST SPAN 4 PANEL
SECTION AT PURLIN BRIDGING Ries, arracH wrrH / H \ 4 - f/14 x 7 ° TEKS
_
SCALE: NONE
SECTION A T COLUMN D
Fe 2°X ~/4` MK. ce2~ SCALE: NONE
A 77ACH Wl TH (ONE) 3/4 °e
A325 BOLT PER CONNECTION =_.r
A T HEADER AND A T PURUN
HEADER AFT 701 SEALER
TAPE FULL HEIGHT OF f/70x3/4` TEKS
PANEL JOlN7 TYPICAL (3) PLACES
PER JOIN T
PURLIN
rs r
i ,
I
SECTION A T ACM FASCIA JOINT
SCALE: NONE L
' r s
SL-316
DECK
SECTION A T HEADER BRIDGING ~o~
SCALE.' NONE ~ SNIP 1" LEG TO TOP CUT 2"x70" HOLE IN
UNE OF GUTTER & FOLD GUTTER 2" UP FROM
BACK 1 ° LlP @ 34° ANGLE BOTTOM OF GUTTER
-TOP LINE OF GUTTER
f
T
1
r _
SEE FRAMING PLAN
FOR DIMENSION
~v
- r
HEADER SL-316 DECK
~-BOTTOM LINE OF GUTTER
7'" TAB iS
PURLIN PURUN TOP UNE OF GUTTER SCUPPER
MK. LSC2 SCUPPER
e o
- - ~ CAULK (REFERENCE
_ ii _ SEALANT SCHEDULE) -
u
- - ~ f~8x3/4" MOD TRUSS j
ii
° 3/8° SPLICE
~ PLATE GUTTER BOTTOM LINE OF GUTTER
1 /4 ` ~8~ 3~4 s OFF "Fi ` FnR sri ivvFa i n~a nnni
=n= A325 BOLTS
SECTION AT TYPICAL SHEAR SPLICE SECTION AT SCUPPER DRAINAGE
SHEET TITLE
SCALE: NONE SCALE: NONE ~
DESIGN LOADS
DEAD LOAD = AS OCCURS
LIVE LOAD = 20 p. s. f. E3 OF 3
SNOW LOAD = 30 p. s. f
WIND LOAD = 100 m.p.h. EXP. C
BLDG CODE = 2003 IBC
SEISMIC DESIGN CATEGORY = B
n . ' r ~ . . . , . .
; . Permit Number
Building Permit 19487
CI~(,~FWfEATRIDGE ~ 11/15/2005
7300 Weret 29TH Avenue
1Yheauidge, Co e0033 Mspection Line
303•235-2855 303-234-5933
Commercial Addition
PR6PERfiY 3890 Wadsworth Bivd Unit:
OWNEK: WR Market Place Partnership - Safeway (970) 242-1757
nescrtotHsn
Repit Fue1 Salas. New construction of retail automorive fuel site.
00
~
-7 1515
17n3ts: Occupancy: Walls: Roof: Stories: Sq Feet 0
IhpWlessithl' ~My, Wastes dpt.a prvP^serel bY thli pemit opPlio+do...... nte, and do not vbhh ~PPtlnEk ordiomoaR ruMS w rtqul~tb~~ e(the Ciry of
V'iol" q~~ qrlnop, eu~omM1 or restriclbv of re~ord: that W mwurtmmb ehowo, avE Jk{Nbnu made ue ~ccante: Wt I hrve read and sgra la abWe by
a
. . . :App0.4 y.fhlo~pplkNbqmdtboflwumefWlrapovaWWtytormmptlanaewithOeWhntRid`eBU0tl1o6COde(I..B.C.)~vd~YeWerapplkmbb:.Ktin{t$W~[ . farwarlcvo It.
7
' ~.rek
SIGNm DATE
~1 7}ypoeOl{ wu4wed In+¢erdama wIN tbe provYbw w forth In your vppllnHOn and Y cu4Ject m the hwa of tLe Stae ofCabrado ud ro 0e ZonlvL
RqWpon mad BuW{np Codc of Whw[ RIdY4 Colonea or my oMer applisabk ardinmca of We City.
~ve~ pemJ~ gryeG,6~11 bemme Iov~lid uvka N<work oo ~he ~ite ~utharleed bY auch permit 1~ commeneW wlNin 180 dry~ ~fler IU ire~va~ ar i(the work
wo1WYyNae tbsaIGbr mth permit Ymwpen0ed or abendoned for a perbE of 180 dayv after the tlou of wwY 4 mmmm<ed. 3 IflqppMnitqpiin.~a ww'Prrmh, waYbescqulretlfor. fmofooo-hattNeuoomtnofmauyMqubM.proNdedeoeWvgnembeensrMl bemdelnWe
orkYLLphu rd'ped0a.tlom antl any euependon or.bmdoemm[ h.e eot uttMN one (1) yur.If chmeta mn emAwr If asmpnido. or WmeAOosessew,
tldaYms(1)W+r,fallfm,hsObeVoMfaraeewPerMt.
4 Np Nartahq wmvnu drll Ee dooe Ntl wW chseee tbe oatwd ilow ofMORr uuGne v dnieqe probkm. y C~ dpiiutl(yNeBUIldloelnspenorMeory-four(1i)hounlnSdvuncefora111wpecliemantl~hallreWvewAam~ppmvaloelospMlwsWbMon
pqqoeiV{wWwceaelvep6ua oE.
~6 Typ IM spprov~l of tlraw ~na ~pc~9aatlon~ s6~0 oot be ~a~utrued w be ~ permit tor, mr ae ~pprov~l of, asy vbYtbe of We
y~e. ~ g my~ o ord4uon, hw, ruk or reeuletbo.
wa~
CYNfDvBdl+i:IaRM~^or SIQIED DATE
TuesclaY. November 29, 2005 PaBe 1 of t
`
BUILDING PERMIT
For inspection this permit must be pos#E
the site and visible from the stree#.
TERMS AND CONDITIONS
As appticant for a buildin.g permit in the City of Wheat Ridge, I do hereby ,
terms and conditions set forth below for the issuance of a Certificate of 0
connection with this building permit. The issuance of a Certifcate of
requires:
1) The comptetion of all required landscaping and related site improi
Inspections are pertormed by the Pianning and Zoning Division.
2) The completion of site drainage/grading requirements per the apprc
grading plan and/or final drainage report and pian, if such report anc
applicable. For ali residential and nonresidential projects with an appro
drainage report and plan, a letter of certification is required from the civi!'I
of record. Inspections are performed by the Public Works,Department.
3) The completion and acceptance by the City of Wheat Ridge of all requirE
improvements, or a Development Covenant or cash escrow may be (e(
lieu of construction, as detertnined by the Pubiic Works Department. Th
Works Department performs public improvements inspections.
4) The completion and approvai of a Certificate of Occupancy Application f+
final inspections. Inspections are performed by the Buiiding Division.
Ail the above items must be completed and approved by Planning and ;
Building and Public Works before a Certificate of Occupancy is issue,
lnspection by the Building Division does not constitute authorization of a Certi1
Occupancy nor permission for occupancy. Occupancy of the structure
permitted until the Certificate of Occupancy is issued. (UnHorm Bulldfnf
Section 109)
The City is not responsible for any real estate ciosings or other agreements co
the property which may be affected by failure to complete the above items and
Certificate of Occupancy.
i have read, understand and agree to the foregoing terms and conditions.
received a copy of the application for Certificate of Occupancy.
Name (please pri nt) _i ~~?ce c~~ 1C-fft-~~ ~
,
Building Permit
CITY OF WHEAT RIDGE
7500 West 29TH Avenue
Wheatridge, CO 80033
303-235-2855
a~
GudvmnrF5d9e '.I
Commercial Addition
Permit Number
19487
11/15/2005
Inspection Line
303-234-5933
PROPERTY 3890 Wadsworth Blvd Unit:
owNEx: WR 1Vlarket Place Paztnership - Safeway (970) 242-1757
Description
Retail Fuel Sales. New consh'uction of retail automotive fuel site.
AuthorizedBy guildingApproval Zoning
Authorized On 9/20/2005 Approved By CR
OK w/ notes attached and subject to
field inspections.
Authorized By Fire Deparhnent Approval Zoning
Authorized On Approved By DS
See comments
Authorized By public Works Approval Zonin9
Authorized On 11/14/2005 Approved By DFB
See attached sheets. *Please note
comments on approval letter.
Authorized By Zoning Approval Zoning C-1
Authorized On 9/20/2005 Approved By J1-1
Ok per attached letter and case #
SUP-OS-OS.
Tuesday, November 29, 2005
Page 1 of 1
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number:
oF w"Eq'' BUILDING INSPECTION LINE - 303•234-5933 Date:
P ~C'
~ o CITY OF WHEAT RIDGE V
° 7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
~~LORPO~ APPLICATIQN
Property Owner: vYHPRTR~UbE N1n~a.c~7 PLktZ- 1o4K'CNE2JN( SaFEV'!~E 1 e.iC, - L AS ~
Property Address: 34Y C2d %ellE DS wVKYF/ 5ty4 Phone: q70- Z'{ 2' 17 S 7
Con4actor License No.: a7~3
Company:5+U_'%,(-A C,,-7. Phone: -
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildinsr Dept. Valuation Figure: a
I hereby certify that the setback distances proposed by this permit applicaGon are
accurate, and do not violate applicable ordinances, rules or regulations of the City of
Wheat Ridge or covenants, easemenLS or restrictions of record; thatall measuremenis
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
compliancewith the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat
Ridge Ordinances, for work under this permit. Plans subject to field inspection.
(OW NER)(CONTRACTOR): SIGNED DATE
(OWNER)(CONTRACTOR):PRIMED DATE
Value:$ 3So ooa
Permit Fee:$
Plan Review Fee:$
S T3X:
Total:$
Use of Space (description): RE7AIL Pvsc. SA1..ES
Description of work: r'IFW ~N57rtvc'«ON aF REThiL AuzaMATtL-E 1=✓EL S(tE
Sq. Ft. added
COMMENTS:
Approval:
Zoning:
BUILDING DEPARTMENT USE ONLY
)ING COMMENTS: '
APProval: QG. w.,f~T 3 S~~R/."CLOOS ISN. /a /it, t~kl INS/~rl4h~
C \I I
.IC WORKS COMMENTS:
Approval:
DEPARTMENTCOMMENTS:
Approval:
;upancy: Walls: ~I ~~o - Obo 4 Residential Units:
-
Electrical Licen o: PI 770
r
CompaYate: C
Exoirati Expir ion Date:
(1) This permit was iuued in accordance with the provisions in your appliption and is subject to the laws of the State of
Colorado and to the Zoning Reguladons 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 (90) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 180 days.
(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 orwill be made in the onginal plans and specifications and anysuspension or abandonment has notexceeded one
(1) year. If changes have been or if suspension or abandonmentexceeds one (1) year, full fees shall be paid for a new pertnit.
(4) No work of any manner shall be done that will change the naWral flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspecdons and shall receive written
approval on inspection card before proceeding with successive phases of the job.
(6) The issuance of a pertnit 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 regulabon. All plan revfew
Is subject to field inspections.
Building Official
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number:
oF '""EAT BUILDING INSPECTION LINE - 303-234-5933 Date:
~ qo CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
~~lORPO~ AFPLICATION ~
FRTRU)GE Ma~~~7VLkfF PfFC~TNEe3SRFEI~liE Ii.lCs-L AS
Property Owner: v`tH 2-1957
Property Addcess: 34' Od %et1+O5 wOKTN L'+t~A Phone: R 70-2`t
Conhactor License No.:
Phone:
Company:
OWNER/CONTRAC70R SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildina Deat Valuation Figure:
I hereby certifY that the setback distances proposed by this permit applicationryre Value:$ 3so 000
accurate and do not violate applipble ordinances, rules or regulaUons of the Ci of
W heat Ridge or covenants, easemenis or restrictions of record; that all measurements P0Tri11t FOe:$
shown, and allegations made are accurate; ihat I have read and agree to abide by all
conditions printed on this appliption and that I assume full responsibility for PIan RCVICW FCO:$
R dge Ord anceseforhwork under fhis pe9rrn~aPlal s sub'Ject to fieldanspe~ctionWheat
TOt31:$
(OW NER)(CONTRACTOR): SIGNED DATE
(OWNER)(CONTRACTOR):PRINTED DATE
Use of Space (description): RE7AIC- Pf✓IE(- 515I.5S -vEL SfIE
Description of work: mEw ~NSZrtVCrIOn( a~ ~~h~L AuT~Mmn~
Sq. Ft. added
BUILDING DEPARTMENT USE ONLY ZMILI: o4'F`"
COMMENT
9.7,0.05*- 01L PL'Yl. AM'AcE{SD Wre{R qlWD CRfu- 1fC.
Zoning: C_ I St/Q' 0 S-0S
IG COMMENTS:
Approval: ~ SEP 0 9 ZQQS_.,
3 ,
W ORKS COMMENTS:
APProval:
IRE DEPARTMENT COMMENTS: I I
Approval:
ioccupancy: Walls Roof Stories: Residential Units:
Electrical License No: Plumbin9 License No: Mechanical License No:
Company:
Company: Company:
Expiration Date: Expiration Date: Expiration Date:
Approval ApprovaP Approval: -
(1) Colo ado nd tolthe Zon ng Regulatb sI nd Build ng Codes of Wheat R dge,ICo o~ado or any o~ther,a pecable ord nance1s of
the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixry (90) days from issue date or (B) the buil ing
aumorized is suspended or abandoned for a period of 180 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally requlred, provided no changes
have been or will be made in the original plans and specifications and any suspension or abandonmenthas not exceeded one
(No work of any manner shall be done that w~l cha 9e ~e atural flow of water caus ng l a d fees a nage'Ip oblemfor a new pertnit.
(4)
(5) Contractor shall notify the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written
approval on inspectlon card before proceeding with successive phases of the job.
(6) The issuance of a permit or tha approval of drawings and specifications shall not be consWed 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 re9ulation. All plan review
is subject to field inspectlons.
Chief Building Official
/
wHEq~ COMMUNITY DEVELOPMENT DEPARTMENT B0Aing Permit Number:
' of BUILDING INSPECTION LINE - 303-234-5933 Date:
g CITY OP WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235•2855)
APPLICATIQN
Property Owner:+HNFAtP'IU6E NJwA-cEIVLNeM PI}2TNE2,2I(p SAFEW4 1r.(C,-L AS ~
Property Address: 3400 IulAO5w409-7'1f 04YG2 Phone: 4(70-2Lf2'1'?s7
Con4actor License No.:
Company: Phone:
OWNER/CONTRACTOR SIGNA7URE OF UNDERSTANDING AND AGREEMENT Buildins~ Dept. Valuation Figure: S
I hereby certify that the setback distances proposed by this permit applicatlon are
accurate, and do not violate applicable ordinances, rules or regulaUons of the City of
Wheat Ridge or covanants, easements or restrictions of record; thatall measuremenfs
shown, and allegations made are accurate; that I have read and agree to abide by all
condidons printed on this application and that I assume full responsibility for
compliance with the W heat Ridge Building Code (I.B.C) and all other applicable W heat
Ridge Ordinances, for work under this permit. Plans subject to field inspection.
(O W NER)(CONTRACTOR):
(OWNER)(CONTRACTOR):PRINTED DATE
Value:$ 3So 000
Permit Fee:$
Plan Review Fee:$
se T
Total:$
Use of Space (description): 1RE7AIC. ruFC. SHtFS
Description of work: o~ ~F7,~f~L AuTOMmT~1~ f=vEL Sf7E
~.W C.ONSZI~VCTtOfj Sq. Ft. added
USE ONLY
NG COMMENTS:
Approval:
Zoning:
~ - _
DINGCOMMENTS . Approval: f 3 . 91005
LIC WORKS COMMENTS ~ `r~i vT~~~~
,4p rovae p~C ,~E/7~.FJi'St~ NOT~ C~i~.!'~CN/J O.C/ /~I~PR~✓~Z
~as ,iL?-fj
DEPARTMENT COMMENTS:
Approval:
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 anyother applicable ordinances of
the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixry (90) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 180 days.
(3) If this permit expires, a new permit may be arquired for a tee of one-half the amount normally required, provided no changes
have been orwill be made in the original plans and specifications and anysuspension orabandonment has notexceeded 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.
(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 fhe Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written
approval on inspedion 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. All plan review
is subject to field inspecHons.
Chief Building Official
c.1
Ciry of Wheat Ridge ` 'Depariment of Public Works MEMORANDUM
TO: Chad Root, Chief Building OFficial
FROM: Dave Brossman, Development Review Engineer 6
DATE: September 22, 2005
SUBJECT: Building Permit Application for the Safeway Fueling Facility located at 3900 Wadsworth
Blvd.
I have completed the first review of the above referenced document received on September 13, 2005, and
have the following comments:
Grading Plan (Sheet C-2.2):
The kiosk structure appears too low in elevation.
2. The concrete area sunounding the kiosk, especially on the westerly side, is very flat and does not
appear to allow for adequate drainage. The re-grading and "flattening" of this area seems as
though it may create a massive pond in this vicinity. Public Works highly recommends that the
grading be re-evaluated in this area.
3. The proposed swale in the concrete area (again west of the kiosk) is too flat of a grade to be
constructed properly. A minimum grade of 1.0% should be employed.
4. Include the grades along the proposed curb & gutter (please see redlined Plans).
In addition, on August 8, 2005 Public Works originally approved the Special Use Permit plans on
the condition "Truck Route" signs be placed at the 4locations shown on the SUP Site Plans.
These signs were to ensure the public safety for the surrounding roadways as fuel delivery trucks
access the site, but these signs are not currently shown on the Site Plan. This is intended to create
a safe route for the fuel tankers for delivery purposes. The concem is that fuel could be delivered
via different routes to access the site without signing a designated truck route. The City has
determined, through review, that truck routings other than the established route would create
safety hazards for the motoring public on the adjacent streets such as 38`h Avenue and Wadsworth
Boulevard. The City's review reveals that the numerous current access points are too narrow to
accommodate oversize vehicles, and has come to the conclusion that a truck route must be
established and signed to ensure a safe operation for the fuel tankers.
XC: Steve Nguyen, Engineering Division Manager
File
Safeway Fueling Facility _BldgPemti[ - Reviewl.ItrAce
nov 09 05 10:59a
Community Development
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303.235.2846 Fax:303.235.2857
Z'h6 CihJ Of
Wheat
Ridge
p.l
Community Development Referral Form
I Date: July 19, 2005 Response Due: July 29, 2005 I
The Wheat Ridge Community Development Department has received a requesi for approval ot a special use
permit for the property located at 3900 Wadsworth Boulevard. The appiicant has resubmitted plans from the
previous reterral period for this case. No response from you will constitute having no obJections or concems
regarding this proposal.
Case No.: SUP•05-05
Request:
The applfcant is requesting a special use permit to construct a fuel facili4y for the property at 3900 Wadsworth.
3900 Wadsworth is an approximately 254,677 square foot (5.847 acres) lot and contains an approximately 50,000
square foot grocery store. Please see the enclosed narrative and plans.
Please respond to this request in writing regarding your ability to serve the property. Please specify any new
infrastructure needed or improvements to existing in(rastructure ihat will be required. Include any easements that
will be essential to serve the property as a result of this development. Please detail the requirements for
development m respect to your rwes ana regwanons. ir you neea turcner cianncacion, comacc me case manager.
Case Manager: JeH HiR Voice: 303235.2845 Fax: 303.235.2857 Email: jhirt@ci.wheatridge.co.us
(RE)REFERRAL DISTRIBUTION:
Water Disirict (1Nheat Ridge) ~i2E /9~Y4,e4X r V
Wheat Ridge Public Works
Fre District (Wheat Ridge)
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38TH AVENUE
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"The Camarion City"
Wheat Ridge Sanitation District
7100 w. 44w Ave. #104 P.O. Box 288
Wheat Ridge, Colorado 80034-0288
FAX: 303-4242280 Phone: 303-424-7252
November 1, 2005
Mr. Lury Pwier
Cnlloway, Romero & Associates
5350 DTC Parkway
Creenwood Village, Colorado 80111-3006
Re: Safeway Pueling - Store No. 1479
3890 Wadsworth Boulevard
1 '
Dear N1r. Parker:
Plane were sent to the VJheat Itidge Sanitarion Discict's Engineer, MARTIId/MAIt1'IN. Inc. Afta
, reviewing the plans submitted for the propoeed fueling strucnue located on the nortkieast corna of 38°i
Avenue and Wadsworth Boulevsrd. The plans submitted mees tt►e Aistriot's Rules and ReguWioaa. j
1. '17ie Owna is required to obtain all applioable permits through the District office,
2. Refer to and follow all guidelines in the Wheat Ridge Sanitation District Regulatiaee
thmughout construction.
3. Developers or eontracWrs shall comply with all pcovisiotts of the City of Whest Ridge Lsrw
and Codes, when worldnQ wishin rights-of-way under their Junsdicbon, particutarly
pexmining W excavation, bacldll, pavement replacemrnt, trsf'fio conhol attd traiTic burien.
If you havo any questions, please do not hesitau to contact Ms. Sue Matthews during regaler office houn,
830 am to 12:30 pm at 303-424-7252.
Sincorcly,
//Y ~
Tom Repp, E1T
District Enginaer
MARTDUMARTAI, inc.
c: p$lli4dWftmw- a/heat Ridge smitarion DistriM
Jeff Hirt - City of Wheat Ridge Planning
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DEPARTMENT OF PUBLIC WORKS lPbid pCity epertrnent VuWtc Works 7500 WEST 29TM AVENUE WHEAT RIDGE, CO 80033
November 14, 2005
Mr. Lany Pazker
Galloway; Romero & Associates
5350 DTC Parkway
Englewood, Colorado 80111
(303) 235-2861
FAX (303) 235•2857
Re: - Second Review Comments of the Civil Construcfion Plans found in the Building Permit Application for the
Safeway Fueling Facility, located at 3890 Wadsworth Blvd.
Dear Mr. Parker,
I have completed the second review of the above referenced documents received on November 19, 2005 and have
the following comments:
This letter is to inform you that the Final Drainage Report and Civil Consirucrion Plans for the above referenced
development have been reviewed and aze hereby approved for construction. Please find attached to this letter a
copy of the documents approved (by Public Works) that are to remain onsite during construcrion to ensure
completion of the grading, erosion control, and construction of the drainage facilities.
Please be aware of the following items regazding the construction of the project:
l. Erosion Coatrol
Erosion control for the project shal] be placed in conformance with the Grading, Erosion Control, and
Drainage Plan as approved by the City of Wheat Ridge, and shall be maintained as needed during the
course of construction.
2. Drainage Certitication Required Prior to C.O.
Upon complerion of the grading and any site drainage faciliries, the Engineer-of-Record Mr. Carl T.
Schmidtlein, P.E, shall provide to the City of Wheat Ridge a written, signed and sealed Drainage
Certification Letter stating that the grading and drainage facilities were completed per the approved civil
consiruction documents, and that the site has been accurately surveyed to confirm that the gading and the
construction of all drainage facilities was completed and shall funcrion in accordance with these
documents. The Drainage Certification Letter shall be submitted along with a copy of As-Built Plans (or
Record Drawings) for the site nrior to issuance of the Certificate of Occupancy.
3. Public Improvement Restoration/Debris Tracking
It will be the responsibility of the of the conlractor for the project to repair any damage to the existing
public improvements along 380'Avenue and Wadsworth Boulevazd as a result ofrelated construction
traffic in the area. Also, the conhactor will be responsible for maintaining 38`b Avenue and Wadsworth
Boulevazd on a regular basis such that it remains free of construction debris and tracking from
construction traffic accessing the site.
4. Construction within the Public Right-of-Way
It will be the responsibility of the developer/owner, to provide the necessary tesring, as applicable for the
scope of this project, for sub-gade compaction and other related material tests for any improvements to
be constructed within the public Right-of-Way.
(5EE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS)
5. Right-of-Way ConstrucHon Permit(s)/Licensing
Prior to construcfion of any improvements lying within the public right-of-way, the necessary Right-of-
Way Construction Pernut(s) and respective licensing will need to be submitted for processing by the CiTy.
Right-of-Way Construction Pemuts are issued only after approval of all required technical documents,
including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan,
Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan,
and easement or ROW dedicafions. A detailed descriprion of the work to be completed within the Right-
of-Way and a Traffic Control Plan shall be submitted for review and approval prior to the issuance of the
ROW Construction Permit(s).
6. 2-Year Warranty Period for Public Improvements
Per the City of Wheat Ridge Permit TesUng and Inspection Requirements, the Contractor shal] warrant all
work performed within the public right-of-way for a period of two (2) years, commencing upon
completion of all public improvements and final acceptance by the City Inspector. Prior to the expira5on
of said 2-yeaz Warranty Period, if the City Inspector deems that the constructed public improvements are
in such condition as to require repairs or replacement, the Contractor shall complete such repair work
upon request per the City of Wheat Ridge Permit Testing and Inspection Requirements.
7. Apptication for Grading/Fill Permit
Prior to the commencement of any onsite grading, an Application for Grading/Landfill Permit, along with
the fees due will need to be submitted for review and approval.
If you have any questions, please contact me at 303-235-2864.
Sincerely,
,~~.-.~%~~.-,t..--•..-
David F. Brossman, P.L.S.
Development Review Engineer
cc: Steve Nguyen, Division Manager
Chad Root, Chief Building Official
File
Saftway Pueling Factlity SUP_approval.ltr.doc
CITY OF WHEAT RIDGE
MATERIALS AND TESTING REQUIREMENTS
FOR
CONSTRUCTION OF PUBLIC IMPROVEMENTS
DESCRIPTION
Materials sampling and testing for public improvements shall be performed by an independent
materials testing company at the expense of the developer, and/or utility district. Unless
otherwise designated, all referenced specifications, standards or policies shall be the latest
edition as revised or updated by approved supplements published and issued prior to the date of
the building permit.
REQUIItEMENTS
All materials sampling and testing shall be performed by certified, experienced and qualified
materials testing technicians who work under the supervision of a registered professional
engineer in the State of Colorado. All materials sampling and testing equipment shall be
serviceable and have current calibrated certifications.
Soil classifications and moisture-density curves shall be provided to the Department of Public
Works inspector prior to in-place density testing. Materials testing technicians shall furnish
copies of failed test results to the inspector as promptly as the results become available. On a
weekly basis when testing is being performed, the developer shall furnish the inspector with
copies of all test results taken during the prior week and a cover letter, signed by the supervising
registered professional engineer, which summarizes the results and discusses any failed tests or
inconsistencies.
The City materials testing requirements aze provided in Table 720-1. All testing procedures of
verification and central lab requirements shall be as specified in the Frequency Guide Schedule
of the Colorado Department of Transporta6on Field Materials Manual. One test is required for
any fraction of the specified frequency. The reference to Section 203.07 in the table is from the
Colorado Department of Transportation Standazd Specifications for Road and Bridge
Construction.
3 SaCewayFuelingPaciGrySUP_approval.ltr.doc
Table 720-1
City of Wheat Ridge Materials Testing Requirements
Type of Test
Frequency
Remarks
Soil Survey (Classification),
1 per 500 feet of roadway,
Surveys for roadway and trench
AASHTO M145
Sidewalk or pipe trench
may be combined
Moisture-Density Curve,
1 per on-site soil type
AASHTO method determined
AASHTO T99
1 per import material source
By soil or materials type
Embankment in-place density,
1 per 250 feet per lane per 6-inch
Minimum density per soil
Colorado Procedures
loose lift
classification, Section 203.07
Roadway subgrade in-place
1 per 250 feet per lane
Minimum density per soil
density, Colorado Procedures
Classificarion, Section 203.07
Sidewalk subgrade in-place
1 per 250 feet of sidewalk
Minimum density per soil
density, Colorado Procedures
Classificarion, Section 203.07
Pipe trench in-place density,
1 per 200 feet of trench per 18 inch
Minimum density per soil
Colorado Procedwes
vertical interval
Classificarion, Section 203.07
Aggregate base course in-place
1 per 250 feet per lane
Minimum 95% of maacimum
density, Colorado Procedures
Density, T180
Lime treated subgrade in place
1 per 250 feet per lane
No less than 95% of std. dry
density, Colorado Procedures
density and opt. moishue, T99
Cement treated base in place
1 per 250 feet per lane
Density in accordance with contract
density, Colorado Procedures
documents, T134
Hot Bituminous Pavement
1 per 1000 tons
Within specifications of
asphalt content and gradarion
Approved mix design, binder PG
64-22
Hot Bituminous Pavement in place
1 per 100 tons
92-96% of maximum density, T209
density, Colo. Procedures
Concrete compressive strength
1 set per 50 cubic yards
PCC pavement, structural
AASHTO Procedures
Concrete, sidewalks and curbing
Concrete air content and slump
1 per 25 cubic yards
PCC pavement, structural
AASHTO Procedures
Concrete, sidewalks and curbing
Safrway Fueling Facility 5[1P_approval.ltr.doc
ary orwneaz rs iOge
Depa'trneM of Pubtlc Works
November 14, 2005
DEPARTMENT OF PUBLIC WORKS
(303) 235-2861
7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857
Mark Skelskey, P.E.
Purrington Professional Engineering
6949 Highway 73, Ste ME3
Evergreen, CO 80439
Re: - Third Review Comments of the Final Drainage Report, Civil Construc6on Plans for the Advanced Auto
Parts development located at 5400 West 38h Avenue, Wheat Ridge, CO 80033.
Dear Mr. Skelskey,
I have completed the third review of the above referenced documents received on November 14, 2005 and have
the following comments:
DRAINAGE
Final Drainage Report (Discussion)
1. All comments have been addressed. The Report is approvable with the revised drainage plan that reflects
what is to be conshucted (see comment a. under Sheet G2 below).
Final Drainage Report (Appendix)
1. All previous comments have been addressed.
Final Drainage Plan (Sheet Dl)
1. Please include the revised Drainage Plan and Details Sheet with the next submittal.
2. Please provide a P.E. seal and signature on the revised Fina] Drainage Plan& Detail Sheet.
CIVIL CONSTRUCTION
Civil Construction Plans
1. For Sheet Gl (Cover Sheet):
a. All comments have been addressed.
2. For Sheet G2 (Site and Drainage Plan):
a. The horizontal alignment is not approvable. (Per previous comments): The sidewalk will need to
diverge from pazalleling the property line fiuther to the north than the current design. The idea is
to have a smooth transirion from the exisHng roadway to the south to the newly constructed curb,
gutter and sidewalk. (Imagine driving down the road - and what you would need to see to appeaz
as if the newly constructed roadway was designed). This means - no abrupt changes or unusual
curves, but rather a"tangenY' portion on the south needs to be used. You will also need to provide
baseline information and also starion AND offset distances to cosectly lay out the designed
alignment.
b. Double-check the elevations that were added back for the pazldng are (I see one that doesn't seem
to fit).
c. (Per previous comments): Please include cross-secfions A-A and B-B. Note: the cross-secfion B-
B as shown is not in the requested location - please refer to the current plans for correct area.
d. Include the revised sheet in the back of the revised Final Drainage Report.
3. For Sheet C-3 (Grading, Erosion and Sediment Control Plan):
a. (Per previous comments): Include cross-secfions A-A and B-B on the Drainage Plan as well as on
this sheet.
4. For Sheet C-4 (Pond Plan):
a. (Per previous comments): On the plan view of the detenrion pond, show the locarion of the
"Entrance from Pazldng LoY", where the opening will be to drain the pazldng lot. Use dimensions
to idenfify where this is to be constructed.
b. (Per previous comments): The pond shall completely drain in the required 24-40 hours per city
requirements, but still incorporates water quality. You may need to modify the outlet struchue
orifice at the flowline to achieve this, and use a trash rack/screen to adequately protect the orifice
openings.
5. For Sheet GS (Civil Details):
a. (Per previous comments): Include modified WQ screen and orifice plate design details to allow
for proper construcrion.
6. For Sheet C-6 (Erosion Details):
a. No comments at this rime. Please be advised that addifional comments may be forthcoming for
this sheet depending on the revisions received with the next submittal.
SURVEYING
Site Plan (in Building Permit Plans)
1. All previous comments have been addressed.
The Public Works Department requires 2 si¢ned and stamoed cooies of the revised Final Drainage
ReporUPlan and Civil Construction Plans. Please provide the above documents with the next submittal.
Right-of-Way Construction Permit(s)/Licensing
Prior to any construcfion within the public right-of-way, the necessary Right-of-Way Consh-uction Permit(s) and
respective licensing will need to be submitted for processing by the City. Right-of-Way Construcrion Permits are
issued only after approval of all required technical documents, including but not limited to, the Final Drainage
Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construcfion
Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications.
2-Year Warranty Period for Public Improvements
The Contractor shall warrant all work performed within the public right-of-way for a period of two (2) yeazs,
commencing upon completion of all consh-ucted public improvements and Final Acceptance by the City
Inspector. Prior to the expiration of said 2-year Warranty Period, if the City Inspector deems that the constructed
public improvements are in such condition as to require repairs or replacement, the Contractor shali complete
such repair work upon request per the City of Wheat Ridge Perxnit Testing and Inspec6on Requirements.
Drainage Certification Required Prior to C.O.
Upon completion of the drainage improvements, the Engineer-of-Record Mr. Mark Skelskey, P.E., shall provide
to the City of Wheat Ridge a written, signed and sealed Drainage Certificafion Letter stating that the site grading
was completed per the approved Grading & Erosion Contro] and Drainage Plans, all drainage faciliries were
constructed and shall funcrion as defined in the approved Final Drainage ReporUPlan, and that the site has been
accurately surveyed to confuxn that the grading and the construction of all drainage facilities was completed in
accardance with these docuxnents. The Drainage Certification Letter shall be submitted to the City for review and
Advanced Auro Pazls (5400 W381h) - roview3 Itr.doc
approval, and shall be accompanied with As-Built Plans for all constructed drainage facilities prior to issuance of
any Certificates of Occupancy. The As-Built Plans shall be submitted as follows:
Two (2) oopies of the "As-BuilY" Plans are to be submitted:
a. 1 copy is to be on bond paper, and
b. 1 copy is to be on electronic media (CD-ROM) and is to be in AutoCAD .dwg format.
The above comments are as of the date reviewed and may not reflect all comments from other departments
or reviewing agencies.
If you have any quesfions, please contact me at 303-235-2864.
Sincerely,
David F. Brossman, P.L.S.
Development Review Engineer
CC: Steve Nguyen, Engineering Division Manager
Jeff Hirt, Planner
File
Advanced Aum Parts (5400 W38th) - mview3lh.doc
j", Galloway, Romero & Associates
ILI Design Engineering Planning
5350 DTC Parkway
Greernvood Yllage, Cobrado 80111-3006
(303) 770-8884 (303) 770-3636 fau
November 3, 2005
Chad Root, Chief Building Official
City of Wheat Ridge
Building Division
7500 W. 29`h Avenue
Wheat Ridge, CO 80033
Re: Resubmittal of Building Permit drawings for Safeway Fueling facility located at 3890
Wadsworth Boulevard, Wheat Ridge, Colorado
Dear Chad:
Attached are the two sets of building permit r+m~••'-- for the above referenced site that were
revised per review commPn+- ssman in the City's Community
Development i. In addition to the City's review,
certain plan sf s from Wheat Ridge Sanitation
District. The s 4o the plan sets are as follows along
with a brief exF
~x ~GU~,~I,~:•
Sheet C-0, Cov t„ J~ 6~ , 3d us add sanitary sewer details and
we created a ne ~~ji aN iry Sewer Service Details."
Sheet C-1.1, sit P'°R
gZb n comments from Wheat Ridge
Sanitation Distric w/ ~Q~U(,✓ A`~ ~ items 43, 44 and 60.
~ g88~
Sheet C-2.1 & C• 303_ -7-7v~ Dave Brossman's comment letter
dated September ng. The grading was revised to
address those itei ding and was replotted to indicate
the revised gradin d the resolution are as follows:
1. The kio: i ne kiosk was raised slightly
2. The con, .,urrounding the kiosk, especially on the westerly side, is very Jlat and does
not appear to allow for adequate drainage. The re-grading and "flattening" of this area
seems as though it may create a massive pond in this vicinity. Public Works highly
recommends that the grading be re-evaluated in this area. This is the same drainage
pattern that has been shown on our plans since the initial submittal. We have given
a great deal of thought to this area as we also do not consider this as an ideal
drainage situation. The area west of the kiosk, that drains towards the kiosk, is only
about 0.06 acres. A swale intercepts this runoff and directs it easterly, away from the
kiosk and the fueling area to a concrete channel, the channel directs the runoff
easterly toward iYs historic discharge point. Should this concrete channel get
plugged, water will pond to elevation 37.25 until it overtops the high point along the
curb and gutter a little further to the east. The elevation of 37.25 is 0.50 feet below
the kiosk finished floor elevation of 37.75. The possible pond area would be
extremely limited and size, is very shallow and will not create any problems as this
area is a private drive aisle that will see limited traffic. Once again, we also do not
think that this is an ideal drainage situation be we and our client think that it is an
acceptable solution.
3. The proposed swale in the concrete area (again west of the kiosk) is too flat of a grade to be
constructed properly. A minimum grade of 1. 0% should be employed. We had a 0.8%
grade in the concrete and felt that this could be constructed without too much
difficulty since the area was composed of concrete but we went ahead and raised
the swale to 1.0% when we raised the kiosk. The extra fall certainly helps.
4. Include the grades along the proposed curb & gutter (please see redlined plans) Grades
were added to the plan as requested.
Sheet C-3.0 & C-3.0.1, Utility Plan and Sanitary Sewer Service Details. The Utility plan was
revised to include additional information for the sanitary sewer service and the directional
drilling to install the same in Wadsworth Boulevard. Those revisions were a direct result of
comments received from Wheat Ridge Sanitation District. The revisions are clouded on the
drawing as revision Number 1. The detail sheet (Sheet C-3.0.1) was added to show certain
details as required from Wheat Ridge Sanitation District.
Sheet C-3.1, C-3.2 & C-3.3, Water Cover Sheet, Water Only Plan and Overall Utility Plan.
These 3 sheets are for the fire hydrant installation. The drawings have been reviewed (and
approved) by Wheat Ridge Water District and the Denver Water Board. Minor revisions were
made on all of the sheets. Updated drawings are included in the permit set of drawings.
Sheet 5, Misc. Site Details. Jeff Hirt's comment letter dated September 21, 2005 had 5 items, 4
of the items (numbers 1, 3 and 5) are informational comments and did not require a response.
Comment number 2"The light fixture on the freestanding light pole must have a.Jlat lens, as shown on
rhe approved special use permit plans. " Detail 8, "Air Station Detail" on Sheet 5 was revised to
specify a flat lens as requested. Comment number 4 was an informational type of comment but
mentioned the "customer only parking" sign which is schedule note 57 on sheet C-1.1, Site
Plan. As a precaution we added "signs cannot exceed 4 sf in size and 4 feet in height.
Sheet 6, Misc. Site Details. Detail 7, Curb Opening/Concrete Channel was revised to reflect the
grading revisions as requested by Dave Brossman.
Copies of all of the above referenced sheets have been inserted into the permit drawing sets
and the redlined/removed sheets have been collated and include with the resubmittal. We feel
that we have addressed all of the City's concerns and respectfully request that the plans be
approved as submitted. Should you have any questions or require additional information
please feel free to call at (303) 770-8884.
Sincerely,
Galloway, Romero & Associates
arry LVParker
attachments
.
Department of Public Works
`iry°`Whea1Ridge M E M O R A N D U M
TO: Chad Root, Chief Building Official
FROM: Dave Brossman, Development Review Engineer X,6
DATE: September 22, 2005
SUBJECT: Building Permit Application for the Safeway Fueling Facility located at 3900 Wadsworth
Blvd.
I have completed the first review of the above referenced document received on September 13, 2005, and
have the following comments:
Grading Plan (Sheet C-2.2):
1. The kiosk structure appeazs too low in elevation.
2. The concrete area sunounding the kiosk, especially on the westerly side, is very flat and does not
appeu to allow for adequate drainage. The re-grading and "flattening" of this area seems as
though it may create a massive pond in this vicinity. Public Works highly recommends that the
grading be re-evaluated in this area.
3. The proposed swale in the concrete area (again west of the kiosk) is too flat of a grade to be
constructed properly. A minimum grade of 1.0% should be employed.
4. Include the grades along the proposed curb & gutter (please see redlined Plans).
• In addition, on August 8, 2005 Public Works originally approved the Special Use Permit plans on
the condition "Truck Route" signs be placed at the 4 locations shown on the SUP Site Plans.
These signs were to ensure the public safety for the surrounding roadways as fuel delivery trucks
access the site, but these signs are not currently shown on the Site Plan. This is intended to create
a safe route for the fuel tankers for delivery purposes. The concem is that fuel could be delivered
via different routes to access the site without signing a designated truck route. The City has
determined, through review, that truck routings other than the established route would create
safety hazards for the motoring pubiic on the adjacent streets such as 38`" Avenue and Wadsworth
Boulevard. The City's review reveals that the numerous current access points are too narrow to
accommodate oversize vehicles, and has come to the conciusion that a truck route must be
established and signed to ensure a safe operation for the fuel tankers.
XQ Steve Nguyen, Engineering Division Manager
File
SafewayFUelingFacility BldgPerrtot-Reviewl.ltr.doc
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7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303/235-2846 Fax:303/235-2857
The Ciiy of
Wh.eat
Ridge
September 21, 2005
John Scales
Galloway, Romero & Associates
5350 DTC Parkway
Greenwood Village, CO 80111
Denver, Colorado 80238
RE: New Fue] Facility at 3890 Wadsworth Blvd.
Dear Mr. Scales:
Your building permit application for the above project has been approved by the Planning Division with the
following conditions/comments:
1. The use of the property is approved per Case Number SUP-OS-OS and associated conditions of approval.
Of note on the conditions of the special use permit (SUP) are the following:
• Fuel deliveries shall be done in a manner consistent with the "Tanker Route Site Plan° submitted
by the applicant and dated July 14, 2005.
• Fuel deliveries shall occur only between the hours of 9PM and 6AM.
• All canopy lights, except security lights and any neon signs (if used on the canopy), shall be
mrned off during non-operating hours.
2. The light fixture on the freestanding light pole must have a flat lens, as shown on the approved specia] use
permit plans.
3. There is no data table associated with the landscape plan, as there was on the plans submitted for the
special use pernut (dated July 14, 2005 and referenced in the SUP approva] repon). The landscaping is
approved based on the plans submitted with this pernrit, and the data table submitted with the SUP
referenced above.
4. The "customer only parking" signs referenced (page Gl.l, Schedule # 57) aze exempt from receiving a
sign permit, however they must adhere to size requirements in the Code of Laws for informationa] and
directional sigtts. These signs cannot exceed 4 square feet in size and 4 feet in height.
5. All signage must be done by separate pernvt. This includes the fuel pricing signs and Safeway logo on
the canopy. Please also be aware of condi[ion number 12 in the special use permit approval, which states
that fuel pricing signage must consist of white letters and numbers with a black background (with the
exception of the diesel fuel price signage, which may consist of white letters with a dark green background).
If you have questions please feel free ro contact me at 303-235-2845.
Sincerely,
Jeff Hirt
Planning Technician, Communiry Development Department
Kumar & Associaies, Inc.
Geotechnical and Materials Engineers
and Environmental Scientists
~
June 1, 2005
Mr. John C. Scales
Galloway, Romero & Associates
5350 DTC Parkway
Greenwood Village, Colorado 80111-3006
2390 South Lipan Street
Denver, CO 80223
phone: (303) 742-9700
fax: (303) 742-9666
e-maiL kadenver@kumamsa.com
www.kwnarusa.com
Office Locations: Denver, Colorado Springs, Fort Collins, Colorado
Branch Office: Pueblo, Colorado
Subject: Geotechnical Engineering Study, Proposed Safeway Fueling Facility, 3900
Wadsworth Boulevard, Wheat Ridge, Colorado
Project No. 05-1-300
Dear Mr. Scales:
This letter presents the results of a geotechnical engineering study for a proposed fueling facility to
be constructed at Safeway Store No. 1479 located at 3900 Wadsworth Boulevard in Wheat Ridge,
Colorado. The project site is generally shown on Fig. 1. The study was conducted in general
accordance with the scope of work in our Proposal No. P-05-347 to Galloway, Romero &
Associates, dated May 9, 2005.
Proposed Construction: We understand the fueling facility will include fuel dispensing islands
beneath an overhead canopy and a kiosk building located to the south of the fuel islands.
Underground fuel storage tanks will be constructed adjacent to the fuel islands. We understand
the kiosk building will be a single-story structure likely constructed using wood or steel stud
freming methods and will occupy a footprint of approximately 13 feet by 36 feet. Foundation
loads are assumed to be light and consistent with the proposed type of construction. Most of the
fueling facility and the immediately surrounding areas will be paved with concrete. Construction
will include asphalt paved parking and access drives to the south of the kiosk building.
If the proposed construction varies significantly from that described above or depicted throughout
this letter, we should be notified to reevaluate the recommendations provided herein.
Site Conditions: The site is located in an existing, asphalt-paved parking area for the existing
Safeway store. The site is bounded on the east by access drives and additional Safeway parking,
on the south by additional parking and a Boston Market Restaurant, on the west by Wadsworth
Boulevard, and on the north by an access driveway (West 39`" Avenue) from Wadsworth
Boulevard. The Safeway store is located to the east of the site. The site is essentially flat with a
slight downward slope to the north and east.
Subsurface Conditions: The subsurface conditions at the site were explored by drilling three
exploratory borings at locations requested by Galloway, Romero & Associates as generally shown
on Fig. 1. Graphic logs of the borings are presented on Fig. 2, and a legend and notes describing
the subsoils encountered are presented on Fig. 3.
The borings generally encountered 5.5 inches of asphalt pavement overlying approximately 1.5 to
2.5 feet of clayey sand fill material, which was in turn underlain by natural clayey and silty sands
with distinct lenses of lean clays extending to depths ranging from about 23 to 25 feet below
Galloway, Romero & Associates
June 1, 2005
Page 2
existing site grades. At Boring 2, the natural overburden soils were underlain at a depth of about
23 feet by claystone bedrock, which continued to the explored depth of approximately 30 feet.
The clayey sand fill material was fine to coarse grained, moist, and brown to dark gray, and
contained some gravel. The natural overburden soils to depths ranging from about 6 to 7.5 feet
consisted of clayey sands that were generally fine to medium grained, loose to medium dense,
moist, and gray to tan. A 1- to 2-foot thick zone of lean clay with scattered sand was encountered
in all three borings below the clayey sands. The upper clays were stiff, moist, and light gray. The
upper clay layers were underlain to the explored depths in Borings 1 and 3 and to the top of
bedrock in Boring 2 by clayey and silty sands with isolated thick lenses of lean clay. The clayey
and silty sands contained occasional gravel and ranged from fine to medium grained to fine to
coarse grained, medium dense to dense, moist to wet, and gray to tan. The lean clays contained
varying amounts of sand and were very stiff, moist, occasionally calcareous, and gray and brown.
The claystone bedrock encountered at Boring 2 was hard, moist, and light grey to orange.
Ground water was encountered at the time of drilling at depths ranging from approximately 11 to
13 feet. A stabilized ground water level of about 13 feet was measured in Boring 3 on May 25,
2005, nine days after drilling. Boring 1 caved above the ground water level, and Boring 2 was
backfilled immediately following drilling.
Samples obtained from the exploratory borings were visually classified, and selected samples were
tested in our laboratory to determine classification properties. The results of these tests are shown
adjacent to the boring logs on Fig. 2 and are summarized in Table I. Results of sieve analysis
testing are presented on Fig. 4.
Foundation Recommendations: in the absence of placement and compaction records, the fill
materials encountered in the borings must be considered non-engineered. Shallow foundations
bearing directly on these non-engineered fill materials would have some risk of movement.
However, we believe shallow spread footings will provide acceptable performance provided all of
the existing fill materials are removed and the footings are extended to natural soils or the removed
materials are replaced with compacted nonexpansive, granular structural fill material.
The design and construction criteria presented below should be observed for a spread footing
foundation system. The construction details should be considered when preparing project
documents.
1. Footings placed on the undisturbed naturel soils, or on compacted structural fill consisting
of the on-site soils or imported granular soil extending to undisturbed natural soils, should
be designed for an allowable soil bearing pressure of 1,500 psf.
2. Based on experience, we estimate total settlement for footings designed and constructed
as discussed in this section will be approximately 1-inch. Differential settlements across
the building are estimated to be approximately to of the total settlement.
3. Spread footings placed on the naturel soils should have a minimum footing width of 16
inches for continuous footings and of 24 inches for isolated pads.
4. Exterior footings and footings beneath unheated areas should be provided with adequate
soil cover above their bearing elevation for frost protection. Placement of toundations at
least 36 inches below the exterior grade is typically used in this area.
C>Documenis entl Seaings\Marty\MY Ooamen(s\Merry\MJ\Lettt,s\05-1-300.jwBtloc
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Galloway, Romero & Associates
June 1, 2005
Page 3
5. The lateral resistance of a spread tooting placed on undisturbed natural soils and/or
properly compacted structural till material will be a combination of the sliding resistance of
the footing on the foundation materials and passive earth pressure against the side of the
footing. Resistance to sliding at the bottoms of the footings can be calculated based on a
coefficient of friction of 0.3. Passive pressure against the sides of the footings can be
calculated using an equivalent fluid unit weight of 180 pcf for backfill materials. The above
values are working values.
Compacted fill placed against the sides of the footings to resist lateral loads should consist
of on-site soils or imported granular soil. Fill should be placed and compacted to at least
95% of the maximum standard Proctor density at a moisture content at or above optimum.
6. Continuous foundation walls should be reinforced top and bottom to span an unsupported
length of at least 10 feet.
Areas of loose or soft material and/or deleterious substances encountered within the
foundation excavation should be removed and the footings extended to adequate natural
bearing material. As an alternate, the loose material or soft material and/or deleterious
substances may be removed and replaced with structural fill material compacted to at leasi
97% of the maximum standard Proctor density (ASTM D 698) at or above the optimum
moisture content. New till should extend down from the edges of the footings at a 1
horizontal to 1 vertical projection.
Natural granular foundation soils should be densified with a smooth vibratory compactor
prior to placement of concrete.
Care should be taken when excavating the foundations to avoid disturbing the supporting
materials. Excavation methods which minimize soil disturbance, such as hand excavation
or careful soil removal with a backhoe positioned outside of the_excavation may be
required.
10. The natural subgrade soils and existing granular fills contain significant amounts of clay and
may pump or deform excessively under heavy construction traffic when wet. Construction
procedures and equipment should be selected to avoid this ditficulty.
11. A representative of the geotechnical engineer should observe all footing excavations prior
to concrete placement.
Floor Slabs: Ideally, all existing fill materials beneath slab-on-grade floors should be removed and
replaced because the non-engineered materials have the potential for settlement if they are wetted.
However, provided the owner accepts the risk of distress resulting from slab movement, we
believe slab-on-grade construction will provide acceptable performance if a minimum of 2 feet of
the existing fill materials are removed, cleared of debris and other deleterious materials, moisture
conditioned, and placed back in a compacted condition.
To reduce the effects of some differential movement, floor slabs should be separated from all
bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor
slab control joints should be used to reduce damage due to shrinkage cracking. Joint spacing is
dependant on slab thickness, concrete aggregate size, and slump, and should be consistent with
R\OO[umends anJ Santin9s\Marry%My Documena\Marry1MJ1Letnrs\059300.h+'B.doc
Kumar & Associaies,lnc.
Galloway, Romero & Associates
June 1, 2005
Page 4
recognized guidelines such as those of the Portiand Cement Association (PCA) and American
Concrete Institute (ACI). We suggest joints be provided on the order of 12 to 15 feet apart in both
directions. The requirements for slab reinforcement should be established by the designer based
on experience and the intended slab use.
Structural fill should consist of on-site soils or imported granular soils. The geotechnicai engineer
should evaluate the suitability of proposed structural fill materials. Structural fiil beneath floor
slabs should be placed and compacted to at least 95% of the ASTM D 698 (standard Proctor)
maximum dry density at or above the optimum moisture content. In fill areas, the natural soils or
remaining non-engineered fill should be scarified to a depth of 8 inches, recompacted as stated
above to provide a uniform base for fill placement.
Surface Drainaqe: Proper surface drainage is very important for acceptable performance of the
structures during construction and after the construction has been completed. Drainage
recommendations provided by local, state and national entities should be followed based on the
intended use of the facility. The following recommendations should be used as guidelines and
changes should be made only after consultation with the geotechnical engineer.
1. Excessive wetting or drying of the foundation and slab subgrades should be avoided during
construction.
2. Exterior backfill should be adjusted to near optimum moisture content generally ±2%of
optimum unless indicated otherwise in the report and compacted to at least 95% of the
ASTM D 698 (standard Proctor) maximum dry density. Backfill materials should meet the
requirements stated in the Floor Slab section of the report.
3. The ground surface surrounding the exterior of the building should be sloped to drain away
from the foundation in all directions. A minimum slope of 3 inches in the first 10 feet is
recommended in the paved areas. These slopes may be changed as required for handicap
access points in accordance with the Americans with Disabilities Act.
4. Roof downspouts and drains should discharge well beyond the limits of all backfill
Underqround Fuel Storaqe Tanks: The installation of the underground storage tanks should be in
accordance with the tank manufacturer's specifications. The installer should be made aware that
ground water will likely occur within the anticipated depth of installation and should be accounted
for in design. Dewatering of the excavation may be required to allow installation. If ground water
is encountered, dewatering should be performed from a sump excavated at least 3 feet below the
base of the excavation. The excavation should meet all OSHA safety requirements. The on-site
soils generally classify as Type C soils.
Pavement Thickness Desiqn: A pavement section is a layered system designed to distribute
concentrated traffic loads to the subgrade. Performance of the pavement structure is directly
related to the physical properties of the subgrade soils and traffic loadings.
Subgrade Materials: Based on the field and laboratory studies, the subgrade materials in the
proposed paved areas classify as A-2-6 with a group index of 0 and A-6 with a group index of 1 in
accordance with the American Association of State Highway and Transportation Officials
(AASHTO) classification. These materials would generelly be considered to provide fair to good
L'.\DOamenls aoE SattinBS\MertvlMy Documenn\Mmry\MJ\letrers\Ob4.]00{wg Eac
Kumar & Associales, Inc.
Galloway, Romero & Associates
June 1, 2005
Page 5
subgrade support. For design purposes, a resilient modulus vaiue of 4,500 psi was selected for
flexible pavements and a modulus of subgrade reaction of 70 pci was selected for rigid pavements.
Design Traffic: We have not been provided with site-specific traffic loading information for the
planned pavement areas. For pavement thickness design calculations, we have assumed an
equivalent 18-kip daily load application (EDLA) of 5 for areas of automobile traffic only and an
EDLA of 10 for access drives and fire lanes. If the anticipated traffic will exceed these values, we
should be contacted to reevaluate the pavement sections provided herein.
Pavement Sections: Pavement sections were determined by using the 1993 AASHTO pavement
design procedure. Based on this procedure, we recommend that proposed automobile parking areas
be constructed with 5 inches of full-depth asphalt and driveways in asphalt-paved areas be
constructed with 6 inches of full-depth asphalt. For the fueling facility apron we recommend a
minimum rigid pavement section consisting of 6 inches of Portland cement concrete.
All concrete should be based on a mix design established by a qualified engineer. The design mix
should consist of aggregate, Portland cement, water and additives which will meet the
requirements contained in this section. The fine and coarse aggregate should conform to AASHTO
M-6, M-43 and M-80. Cement should be Portland cement conforming to AASHTO M-85 and all
additives should be approved by a qualified engineer. The concrete should have a modulus of
rupture of third point loading of 600 psi. Normally, a concrete with a 28-day compressive strength
of 3,750 psi should develop this modulus of rupture value.
Concrete should be air entrained with approximately 6% air and should have a minimum cement
content of 6 sacks per cubic yard. Maximum allowable slump will depend on the method of
placement but should not exceed 4 inches. The concrete should contain joints not greater than 15
feet on centers. The joints should be hand formed, sawed or formed by pre-molded filler. The
joints should be at least'/< of the slab thickness. Expansion joints should be provided at the end of
each construction sequence and between the concrete slab and adjacent structures. Expansion
joints where required, should be filled with a'/z-inch thick asphalt impregnated fiber. Concrete
should be cured by protecting against loss of moisture, rapid temperature changes and mechanical
injury for at least three days after placement.
Subgrade Preparation: Prior to placing the pavement section, the entire subgrade area should be
thoroughly scarified, plowed and well mixed to a depth of 12 inches, adjusted to a moisture
content within 2 percentage points of optimum and compacted to at least 95% of the maximum
standard Proctor density (ASTM D 698). The pavement subgrade should be proofrolled with a
heavily loaded pneumatic-tired vehicle. Pavement design procedures assume a stable subgrade,
particularly for rigid pavements. Areas that deform excessively under heavy wheel loads are not
stable and should be removed and replaced to achieve a stable subgrade prior to paving. We
anticipate that the upper soils directly below the existing pavement section will be above the
optimum moisture content. Significant processing and blending may be required to dry the material
back to within 2 percentage points of optimum.
Orainage: The collection and diversion of surface drainage away from paved areas is extremely
important to the satisfactory performance of pavement. Drainage design should provide for the
removal of water from paved areas and prevent the wetting of the subgrade soils.
C.\Oocumems and Senings\MaeMMy ~ocuments\Marry\MJ\lette:'.05-1300.jwp.do<
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Galloway, Romero & Associates
June 1, 2005
Page 6
Desiqn and Construction Suoport Services: Kumar & Associates, Inc. should be retained to review
the project plans and specifications for conformance with the recommendations provided in our
report. We are also available to assist the design team in preparing specifications for geotechnical
aspects of the project, and performing additional studies if necessary to accommodate possible
changes in the proposed construction.
We recommend that Kumar & Associates, Inc. be retained to provide observation and testing
services to document that the intent of this report and the requirements of the plans and
specifications are being followed during construction, and to identify possible variations in
subsurface conditions from those encountered in this study so that we can re-evaluate our
recommendations, if needed.
Limitations: This study has been conducted in accordance with generally accepted geotechnical
engineering practices in this area for exclusive use by the client tor design purposes. The
conclusions and recommendations submitied in this report are based upon the data obtained from
the exploratory borings at the locations indicated on Fig. 1, and the proposed type of construction.
This report may not reflect subsurface variations that occur between the exploratory borings, and
the nature and extent of variations across the site may not become evident until site grading and
excavations are performed. If during construction, fill, soil, rock or water conditions appear to be
different from those described herein, Kumar & Associates, Inc. should be advised at once so that
a re-evaluation of the recommendations presented in this report can be made. Kumar & Associates,
Inc. is not responsible for liability associated with interpretation of subsurface data by others.
Sincerely,
KUMAR & ASSOCIATES, INC.
BY AI°'A..
Wade Gilbert, P.E.
Reviewed By:
Alan F. Claybourn, P.E.
JWG/mj
Enclosures
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FACILITY LAYOUT.
05-1-300 Kumar & Associates LOCATIONS OF EXPLORATORY BORINGS Fig. 1
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LOGS OF EXPLORATORY BORINGS I Fig. 2
LEGEND
(5.5) 1 ASPHALT, THICKNESS IN INCHES SHOWN IN PARENTHESES TO LEFT OF THE LOG.
~ FILL: CLAYEY SAND WITH GRAVEL, MOIST, DARK GRAY AND OCCASIONALLY BROWN.
~ CLAYEY SAND (SC), FINE TO COARSE GRAINED, LOOSE TO DENSE, MOIST, GRAY AND
GRAY-TAN.
~LEAN CLAY (CL), VARIABLE SAND, VERY STIfF, MOIST, BROWN TO LIGHT-GRAY-BROWN,
OCCASIONALLY CALCAREOUS.
~ SILTY SAND (SP) WITH GRAVEL, FINE TO COARSE GRAINED, MEDIUM DENSE TO DENSE,
WET, LIGHT GRAY-TAN.
, CLAYSTONE BEDROCK, HARD, MOIST, LIGHT GRAY-ORANGE.
~ DRIVE SAMPLE, 2-INCH I.D. CALIFORNIA LINER SAMPLE.
29/12 DRIVE SAMPLE BLOW COUNT.INDICATES THAT 29 BLOWS OF A 140-POUND HAMMER
FALLING 30 INCHES WERE REQUIRED TO DRIVE THE SAMPLER 72 INCHES.
~ i DISTURBED BULK SAMPLE.
DEPTH TO WATER LEVEL AND NUMBER OF DAYS AFTER DRILLING MEASUREMENT WAS MADE.
DEPTH AT WHICH BORING CAVED.
NOTES
1. THE EXPLORATORY BORINGS WERE DRILLED ON MAY 16, 2005 WITH A 4-INCH DIAMETER
CONTINUOUS FLIGHT POWER AUGER.
2. THE LOCATIONS OF THE EXPLORATORY BORINGS WERE MEASURED APPROXIMATELY BY PACING
FROM FEATURES SHOWN ON THE SITE PLAN PROVIDED.
3. THE ELEVATIONS OF THE EXPLORATORY BORINGS WERE NOT MEASURED AND THE LOGS OF THE
EXPLORATORY BORINGS ARE PLOTTED TO DEPTH.
4. THE EXPLORATORY BORING LOCATIONS SHOULD BE CONSIDERED ACCURATE ONLY TO THE DEGREE
IMPLIED BY THE METHOD USED.
5. THE LINES BETWEEN MATERIALS SHOWN ON THE EXPLORATORY BORING LOGS REPRESENT THE
APPROXIMATE BOUNDARIES BETWEEN MATERIAL TYPES AND THE TRANSITIONS MAY BE GRADUAL.
6. GROUND WATER LEVELS SHOWN ON THE LOGS WERE MEASURED AT THE TIME AND UNDER
CONDITIONS INDICATED. FLUCTUATIONS IN THE WATER LEVEL MAY OCCUR WITH TIME.
7. LABORATORY TEST RESULTS:
WC = WATER CONTENT X) (ASTM D 2216);
DD = DRY DENSITY (pc: (ASTM D 2276);
+4 = PERCENTAGE RETAINED ON N0. 4 SIEVE ASTM D 422);
-200 = PERCENTAGE PASSING N0. 200 SIEVE ~ASTM D 1140);
LL = LIQUID LIMIT (ASTM D 4318);
PI = PLASTICITY INDEX (ASTM D 431 S);
WSS = WATER SOLUBLE SULFATES (HACH METHOD);
A-2-6 (0) = AASHTO CLASSIFICATION (GROUP INDEX).
05-1-300 ~ Kumar & Associates
LEGEND AND NOTES
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APPLICATION FOR MINOR GRAD1'1V'G/FILL PERMIT
`b auoAPPLICANTSNAME: 6ALLOWA-/ 20~~ ASSOL[A Am-n4: LAge-r L PpP0:0Q
APPLXCANT'S ADDRESS: 5356 pTG QA~._~A`~ Q)Q~~ IG1Cjp V f LLq(ag 60(1(
pncludc Ciry, Sueq Zip)
ADDRESS OF FIT,X.: B62a In/aLiSwoa.-ru 2~,LVN W,aSsT i2~n C.o 33
DATE OF APPLICATIO]V:
All permiu shel] be applied for thtough the Public Works Department. An approved pemtit is effective for a
period of one year ftom date of issue and may be renewed. All fees shall be in accordance with those fees
established by the T7niform Building Code or other applicable City adopted Resolutions or Otdinances_
Note: A1[ pubtic lmptovements, when consdueted, sha!! be niaintained (by the respective individu¢I(s) and/or
eampany rexpo►esible jor the constrnction of that pnblic and/or priva(e ijnprovcmexi in the resp¢ceive
development) on a daily basis, or as needed, sueh thot they are free oj mud and other consJruction debris
trackfng from the site. Failure to comply wrth rhis requirement wi1l result in the enforceinent nJArticle II,
Specified Nuisances, Section I5-16 (4) of the Ciry of R'heat Rrdge Cade ojLaws.
MINOR GRADING, ERCAVATION, qND F(LL PERN!!TS
1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth mattrials, which do not eXCeed
50 cubic yazds, providcd, however, that any fill deposited is on natural tecrain of less than tbree (3) horizontal
to one (7) vertical slope, or such 5I1 ie less than three (3) feet in depth and is not inteaded tq support
pumanent shvctures, abd in addirion, such fill or excavaUOn does aot obstruct or otherwise adversely effect
any drainageway. Should eny of the above standards be excceded, or a drainage way be effccted, a permit
shall be requircd under the guidelines for No. 2.
2. 51-500 Cubic Xards: Dumping or excavation of earth matecials not exceeding 500 cubic yards may be
allowed with a permit approved by the City Engineer. All applicaGOns are to be submiUed on the appropriate
completed application form and sha11 be accompanicd by the appropriate fee and sketeh plan indicating the
following information before the pemvt wilL bc issued.
A. Locatlon and dimcnsions of all property boundazics and structutes on the site.
B. Locarion and extent of areas to be fil]ed and/or excavated.
C. Location of existing and proposed drainageways, irrigation ditches, etc., and indicetion of how and where
historic run-off will be maintained on and through the site.
D. Cross-sectioa area to be filled and/or cxcavated iadicaling origiaal slope, new slope and depth of fill.
E. Statement that indicates the proposed usc or purpose for said fill or excavation.
F. Relative elevatioq of adjacent propertieS.
G. Erosion control plan sbowing placement of conzol devices such aS Lay bales, etc.
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3. 501-10,000 Cubic Xerds: Operations in which eartq material fill or excavation exceeds 500 cubic yazds, but
does not exceed 10,000 cubic yazds, may be allowed by a permit issued by the City Engineer after review of
an application and supportiag information. TLe following information shall be submitted with the required
application forrn:
A. A site plan, prepazed and signed by a Colorado registered professiona7 engi.neer, et a scale of no ►ess then
1 inch to twenty feet (1:20) which illustrates the following:
B. Location and dimensions of all property boundaries and structwes on the site.
C. Location and extent of areas to be filled and/or excavated.
D. Zocation of existing watenvays and drainage courses indicating any changes. (for a site containing sa
established irrigatioa ditch, a letter of approval from thc appropriate ditch company shall be required).
E. X.ocation of existiag and proposed points o£ ingress.
F. Location and extent of existing vegetation, proposed changes in such vegeYaAOn and methods of
rehabi]ication on site vege[ation after earthwork opera6ons are complete.
G. Erosion control plan.
H, Grading plan with cxisting (dashed lines) and proposed (solid Liaes) ground coatours with contour
intervals of 2 feet and spot elevations.
T. At least two cross sections (east to west and north to south) through the site ehowing depth of fi11 acid/or
excaaarion.
J. A drainage report may be required if site runoff chazacteristics are changed.
TC. Relativc clevations of adjacent properties and structures.
L. Statement of purpose of intended fill and/or excavation.
4. Pex-formapce Standards: Thc following provisions shall epply to all Minor Grading, Excavation and Fill
Permits:
A. Rehabilitation: Within thirty (30) days after cessation of filling and/ot excavation, rehabilitauon fot the
sitc shall have been completod in accordance with the approvcd plans. Rehabilitation sha11 consist of
leveling, grading, landscaping or any combination thereof to minimizc potential erosion and be acceptable
to the City Engineer.
B. Debris: Debris and/or contaminanu shall not bc used except with the approval of the Ciry $ngineer.
"Por the purpose of this Secdon, the teim debris shall have the same meaning as the terms "gazbage, trash
or junk" as de5ned in the Wheat Ridge Code of Laws, Section 15-4."
Tn no case shall debris or contaminates identified or classifted as hazardous wasts by local, state or fedtral
agencies be used as fill in any fill areas within the City of Wheat Ridge.
C. Excavation and/or fi(1 azeas shall be graded to facilitate wccd control until fmal grades ue set and site
rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to I).
r.wonnss e tsrrras\ "ra a rrnMtrav+&or onaiAe s nn emuil.aoc
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5. Permit Fees*
50 cubic yards or less
51 to 100 cubic yazds
GUT
$23.50 74,F355
$37.00 '%9!;~
101to 1000cubicyards
for the first 100 cy $37.00 37 ,O O
pius for each additional 100 cy or
fraction thereof 3(00 cy X$1 I,50/100cy Ce 3.0 0
1001 to 10,000 cubic yazds for the
first 1000 cubic yazds $194.50
plus, fox each additional 1000 cy
or fraction thereof cy X$14.50/IK cy
TOTAL s IOO,Q(j
*Wheat Ridge Code of Laws Section 5-76.
All pemiits shall be appfied for prior to fill deposition or excavarion operations begin. Any permit applied for
after cuttiag or Slling operations on site are in progress shall be subject to a double fec and other ptnaities as
prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requesfed under this permit within the 100
year flood zone UST COMPLY WITH WHEAT RIDGE CODB OF LAWS, SECTTON 26-801, FLOOA
PI,AIN ZONING ORDINANCE.
IHEREBY ACKIVOWLEbGE THAT TH75 APpLTCATION IS CORRECT AND UNDERSI'ANA THAT T
CANNOT STAR7 THIS PROJECT UNTIL THIS qpPLICATION IS APPROVED, I SHqLL COMPLY W1TTT
THE LAWS OF THE STATE OF COLORA,DO ANA WITg 1'Fig ZONINC. REGULAT(ONS :4Nb BUILDINC,
COAE OF THE CTiY OF WREA7' RIDGE. ANY VIOLATION OF THE ABO'VE TERMS WILL CAUSE
IMMEbIATE REVOCATION OF T$IS PERMIT AND COMMENCEMENT OB ENFORCEIVIEN7'
PROCEETIINGS $Y THE CITY OF W}YEpT RiDGE. THTS APPROVED PERMIT WILL B$ YCF,PT IN 111y
POS5ESSION OR PERMANENTI,Y ON THE JOB STTE.
APPLICANT: CITY OF WHEA'C RIDGE:
dI e
t;ere's a (if diff nt than above)
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11IZI I~S
Appro al D te
LAND USE CASE PROCESSING APPLICATION
Community Development Department
7500 West 29`h Avenue, Wheat Ridge, CO 80033
Phone (303) 235-2846
(Pleuc print or rype all inFortnation)
~l✓~~ Qlc~ei
-
ttl~C~IRGG PQ'r~Gr~'11p
tCt(
li
Address 315 `~*4kVJL-aKG 6eL)++
757
Phone91o-24Z'i
c
can
ppp
City (TCanA IUHC~Kon
State GO Zip 81603
Fax9-1o-2k2-I-7tol
whea.-F R~ayL
Owner tCfer'.4'712w Paff'N.J°'Ski(2
Address 3~S ~7"w LaV4'- 60LNt
Phone`170-142-1757
City~aYaviat -luatiFiovl
State f.o Zip p1t503
Faxq70-242-I7,1
1
,LO6i G. GJGQ.IGy 6110
ContactauJAY.~ome✓'oJASixzia.~"Gh
AddressCi350 Di"G ParK~~
Phone~3-~70-88g1¢
City (s~CGr1vJ~Vi{lqA!
Sta[e GO Zip 80N1
Fa~c~3-770-3~3Io
(Thc pcrson listed as contact wili e concaaed ro answ
cr questions «gardin¢ this applicacion, providc additional infortnazion whcn neccssary. posc
public hearing signs. and will receive a copy of chc sta
fF report prior to Public Hearing_)
Location of request (address):
Type of action requested (check one or more of the actions listed below which pertain to your request):
App(icNiort tubminal requirrme S ort reverse side
❑ Change of zone orzone conditions ,Special Use Permit
❑ Consolidation Plat ❑ Subdivision: Minor (5 lots or less)
❑ flood Plain Special Exception ❑ Subdivision: Major (More than 5 lots)
❑ Lo[ Line Adjustment ❑ Right oF Way Vacation
• Planned Building Group ❑ Temporary Use, Buildine, Sign
❑ Site Development Plan approval ❑ Variance/Waiver (from Section )
❑ Oiher:
1)
I certify that the information and zxhibits herewith submitted aze true and correct to the best of my knowledge
and that in filing this application, I am ting ' the knowledge and consent of those persons listed above,
without whose consent che reques ed ctio ot la 11 be accomplished. Applicants other than owners
must ~bc~'it!Lgpw~eoE atto _y the h~a ~~f.rhiS.action on his behalf.
~A 6 t'
Signature of Applicant y- ~
Subscribed and sworn to me this ~i day of o!~b
~
7-X) 49 ~E e' • ~,T~(/~`•.: ~
°ta ubli ;
Mycommissi ~es.(f
1`L
To be filled out by staff:
Daze received
Rclatcd Cax No. Fee S Rcceipt Na.
Comp Plan Dcsig.
Pre-App,bitE.
r,wmission Ezpires 1111412001
caztNo.
Quartcr Section Map
Cue Mana¢er
Required information: 254~ ~77 5. F.
Assesson Parcel Number: ~-234--04 -020 Size of Lot (acres or square footage):5•846& AaG`
CurrentZoning:Gowt G~41-Ohb (G-I) ProposedZoning:GaMwefGi4I-0Yp DiSttio~" G
Current Use: Ra~'e ~ I /rraccry &5,brG) Proposed Use:RC{"ai l C-(~a2tN °rE Le
~
DEPARTMENT OF PUBLIC WORKS
REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION
I
Date:
Applicant: S'T-'q F'F'csve-f~ Phone#¢SS-7/&0
Location of Construction: -?8 90 Lc~l~S Iv~~Tbf lv/-f~14'r"/z ~ D~j~; e:~D
Purpose of Construction: f-4GS4.i7V'
Single Family
DEVELOPMENT REVIEW FEES
Development Review Processing Fee:
(For document processing)
Commercial
Single Family Residence Review Fee:
(For review of applicable technical documents)
Building Permit Value:3 --1, oZ,/'
$100.00
$50.00
Multi-Family
$ /DO. pp
$
CommerciaUMulri-Family Review Fee: •(For review of existing technical documents) $100.00 $/O 0• D~
•(For review of tecLnical documents for construction in
Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $
CDOT Access Permit Fee: $150.00 $
(for document applicarion and processing)
Traffic Impact Study Review Fee: $200.00 $
(For document review and processing) .
TOTAL REVIEW FEES (due at time of building permit issuance): $ Zb0 . vp
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.
i
Signature of Applicant ~ Date ell
KAFORMS & LE11'ERS\DEVELOPMENT FORMS\Fee Strucnue (68-04).doc Rev 6/04
O~ ~H~rQi
DEPARTMENT OF PUBLIC WORKS ~ m
COMMERCIAL/MULTI-FAMILY BUILDING PERMIT
APPLICATION REVIEW coLORPO°
Date: Pk/~60~
Location: 38g0 W,9-b541d2r,4 BG-✓D
ATTENTION: BUILDING DEPARTMENT
I have reviewed the submitted applica6on documents to conswct a FWE1 /N!e FiPC/L 17Y
to be ]xated at the above referenced address. Please note the summary comments below.
1. ✓ Property Boundary Closure: OK _ Not OK; refer to stipulations.
2. Drainage:
a. Final Drainage Report and Plan required _
b. Drainage Plan & Certification L.etter required
c. Lot drainage/gading is to be reviewed by the Building Division
d. Site drainagdgrading has been reviewed and aze: _Lt-6K _ Not OK; refer to s[ipulations
3. NPDES Pertnit Required: _ Yes -LeNo
4. ✓ Public Improvemenu [o be wmoleted:
a. street paving/patching: Yes ~ No
b. curb & gutter: Yes _ye-No
c. sidewalk: Yes No
d. standard street lights: Yes __,,-No
e. pedestrian ligh[s: Yes ✓No
f. storm sewer: Yes ✓No
g. letter of credit reqtired: _ Yes _&L- No
If a letter of aedit ls required, for what improvements?
~
Amount of the letter of credit: $
5. ✓ SIA/PIA required: Yes No
6. ✓ Development Covenant required: _ Yes _vNo
If Yes, for
7. f/ Traffic impact analysis and report required: Yes ✓ No
8. ✓ Sfate Highway Access Permit needed: Yes ~ No
9. ✓ Strcet Access Permit reqwred: Yes ~C No
If yes, was it approved by the Director of Public Works? Yes ✓ No
10. ✓ Dces all ezisting roadway/alley R.O.W. meet the stardards of the City: _L,--Yes _QNo
If not, what is requested: A)IJY
Has [he dedication baen rxeivod? _ Yes _ No
11. ✓ APPROVED: The Public Works Department has reviewed ihe submined material and hereby approves this
. Pernilt Application, subject to the above and/or attached supulations.
Signature David F. Brossman, P.L.S. Date
12._ NOT APPROVED: The Public Works Department hu reviewed the submitted material and dces oot
approve this Permit Application for the reason(s) stated.
Signamre David F. Brossman, P.L.S. Date
13. Stipulations attached: _ Yes ✓ No
14. ✓ NOTE: Any damage to the existing Public Improvements as a result of this construction is to be repaired to
meet Ciry standards by the Pertnit Applicant prior to the issuance of the Certificate of Occupanc (C.O.).
A Drainage Certif ntion Letter is required prior W t6e issuaoce ot the C. O. I/Q-S -jc>l 4-TS
Qy a! 1NK*Mdge
Depetrrerrc d PubIk VJorks
DEPARTMENT OF PUBLIC WORKS
(303) 235-2861
7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 2352857
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED ;1b-W..105 ADDRESS _ 3540 Gt/4.pswew774 ,(3t-vd
Deu Contractor:
In conjunction with the approval of the building permit application for the above referenced address, this
letter is to inform you that all existing public improvements located along the frontage of said address
shall be restored, (if damaged from related conswction) to an acceptable condition, as determined by
City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy.
Prior to any construction commencing, the City's representative will conduct an onsite inspection to
determine the ezisting condition(s) of the public improvements at this address.
If you have any questions, please contact me at 303-235-2864.
Sincerely,
David F. Brossman, P.L.S.
Development Review Engineer
Cc: File
Rev M03
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303/ 235-2846 Fax: 3031235-2857
The City of
Wh.eat
Ridge
September 21, 2005
John Scales
Galloway, Romero & Associates
5350 DTC Parkway
Greenwood Village, CO 80111
Denver, Colorado 80238
RE: New Fuel Facility at 3890 Wadsworth Blvd.
Dear Mr. Scales:
Your building permit application for the above projec[ has been approved by the Planning Division wi[h the
following conditions/comments:
1. The use of the property is approved per Case Number SUP-OS-OS and associated conditions of approval.
Of note on the conditions of the special use permit (SUP) are the following:
• Fuel deliveries shall be done in a manner consistent with the "Tanker Route Site Plan" submitted
by the applicant and dated July 14, 2005.
• Fuel deliveries shall occur only between the hours of 9PM and 6AM.
• All canopy lights, except security lights and any neon signs (if used on the canopy), shall be
turned off during non-operating hours.
2. The light fixmre on the freestanding light pole must have a flat lens, as shown on the approved special use
permit plans.
3. There is no data table associated with the landscape plan, as there was on [he plans submitted for the
special use permit (dated July 14, 2005 and referenced in the SUP approval report). The landscaping is
approved based on the plans submitted with this permit, and the data table submitted with the SUP
referenced above.
4. The "customer only pazking" signs referenced (page C-1.1, Schedule # 57) are exempt from receiving a
sign pernvt, however they must adhere to size requirements in the Code of Laws for informational and
directional signs. These signs cannot exceed 4 squaze feet in size and 4 feet in height.
5. All signage must be done by separate permit. This includes the fuel pricing signs and Safeway logo on
the canopy. Please also be aware of condition number 12 in the special use permit approval, which states
that fuel pricing signage must consist of white letters and numbers with a black background (with the
exception of the diesel fuel price signage, which may consist of white letters with a dark green background).
If you have questions please feel free to contact me at 303-235-2845.
Sincerely,
Jeff Hirt
Planning Technician, Community Development Department
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INSPECTIONS 'iNILL NOT • BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE
(303) 234-5533
INSPECTION RECORD
lOB ADDRESS 3890 Wadsworth Blvd.
BUILDING PERMIT N0. 95-2090 DATE ISSUED 10/19/95 TyPE oCCUPANCY
OWNER Famous Footwear
CONTRACTOR Frank M. Hall Const.
SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST West
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
I NSPECTION
DATE
I NSPECTOR
Fouridations
Footin s
Caissons
Reinforcin or Monolithic
Weather roofin
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical Ground Work
Plumbin Ground Work
Heatin Ground Work
DO NOT POUR FLOOR UNTIL ABOVE HASfiEEN SIGNED
Rou h Electrical
V e
Rou h Plumbin
~sG
/043.3
AirTest Gas Pi in
Rou h Heatin & Ventilation O E
ie s 9r l$~
(above must be sianed orior to framinv inspection)
Framin
s /'6
Insulation
Dr wall nailin 7
c-e
Roof i n
Refri eration
' s
/
Final
Electrical Fixtures
Plumbin Fixtures
Heatin & Ventilation , r
jj~" a.
Landsca e & Parkin
R.O.W. S Draina e
Fire De artment 6
12- -~lS
p(L
~ ~,-S
l -t s
Job Com leted
UCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
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.
DATE: f / _ wll _i,6
r- ' •
A/ACERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR:
~
PURPOSE OF STRUCTURE:
Huilding Dept. approval:
Remarks:
. ,..,Zoning approval:
Remarks:
DATE: I- :,)-9 ~
TO: PUBLIC WORKS DEPARTMENT
FROM: Building Department
RE: -TC'd
The property at 3 3 e~ r) ( ) has been
signed off by the Building Department and is ready for a CO
inspection.
Once the inspection has been completed, please inform the
building department as to the status.
Thank you.
DrPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-604
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :3/23/95
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner : DAVIS RO~/N,ALD T
Property Address : 3980-,tJSWORTH BLVD Phone :
Contractor License No. : 18159
Company : Kies Construction Co.
Phone : 781 1139
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 accurete; that I have read and ayree to abide by all co dionsPnnted on this
applicatian, and ihat I assume full responsibdity for mpliy n ith the W17pat Ridge Building
Code (U.B.C.) and all other applicable Whpatl•ti ggfi ordiqa s, for wor this permit.
(OWNER)(CONTRACTOR)
Description : DEMOLIT191Q OF INTERIOR
Construction Value :
$5,000.00
Permit Fee :
$15.00
Use Tax :
$0.00
Total:
$15.00
Electrical License No : Plumbing License No : Mechanical License No :
Company: Company: Company:
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
imi umoil 2 N
(1) This pemit was iasued in aCmrdance with ihe provisions Set toM in yopur appliCaUOn antl is sub'ecl to ihe laws of the SWte of Colorado and to ll1e Zoning
Regulationa antl Buildin~ CoUe ot VJheat Ritlge, Colorado or any other applicable ordinances ot a Ciry.
(2) This pertnit shall expire if (A) the work authonzed is no[ commencetl wiNin sixry (60) tlays hom issue date or (B) the builUing authorized is suspendetl or
abandonetl for a period of 720 days.
(3) If this pemit expires, a new pemit may be acquired for a fee of one-halt Me amount nortnally required, provitletl no changes have been or will be made in the
original plans and specifications and any suspension or aDendonment has not exceetletl one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees ahall be paid for a new permM.
(4) No work of any manner shall Ee Aone that will change the natural Mow of water causing a tlrainage problem.
(5) COnUaClor Shall nOti/y the Builtling Inspector twenty-tour (24) hours in advance fOf all in5pec6ons anU shall receive written aODmal on inspedion CaM before
roceediinp with successive phases of the job.
(6) pThe issuance of a permit or the approval of drewings antl specifwtions shall not be construed to be a permit for, nor an approval of, any violation of the provisions
of ihe building codes ar apy ojher oNinance, law, mle or regulation.
Chief Building Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
r
DEPARTMENT OF PLANNING AND DEVELOPMENT Application Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80 15
PropertyOwne 1--eP 164z,,A ~c'~_ Phone:
Property Address. 7~ eLLZ5 wflr- 7L41-
Contractor License No. : / ?/S
Company:
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
coveqants, easements or restrictions of recortl. that all measurements shown, and allegations
made are accurate; that I have reatl and agree to abide by all contlitions 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 ordinarcs, for work ~er this permit.
(OWNER)(CONTRACTOR)
Phone : 2,f- / - //l -q
Construction Value : J~
Permit Fee : -
Use Tax : d
TOteI : l ✓
Description
BUILDING DEPARTMENT USE ONLY
i~f~ i9tnm~ents:
Approval :
Zoning :
g
Approval :
P~Ip~ic;l~lttl_ r-,ks,9omments:
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company :
Expiration Date :
Company
Expiration Date :
Company :
Expiration Date :
Approval : Approval : Approval :
~ ~~iUg~e~lulr~d , ~ Plans Required ; J ~
(1) This permit was issuetl in accartlance wrth the pmvisions set forth in yopur appl¢ation and is subject to the laws of the State of Colorado anC to the Zoning
RegulaBOns and Builtling Code of Wheat Ritlge, Coloratlo or any other applicaDie ortlinances of the Ciry.
(2) This pertnit 5na0 erzpire if (A) the work authonzetl is not commencetl wrthin sizry (60) tlays from issue tlale or (B) the building auManzed is suspentled or
abandonetl Por a period of 720 days.
(3) If Ihis permit explres, a new permrt may be acquired for a fee of one-half the amount normalty reqwretl, provided no changes have been or will Ee made in the
onginal plans arW specifirations and any susoension or abantlonment has not exceedetl one 111 year. If changes are made or if suspension or aDantlonment
exCeetls one (1) year. full (ees shall be paiG for a new permit.
(4) No work of any manner shall be tlone ihat wm cnange the nawrai flow of warer causing a dreinage problem.
(5) Contrador shall rrofiy the Building Inspector Rvenry-four (24) hours in atlvance for all mspections antl shall receive written approval on inspec6on card befae
proceedimg with successrve phases of the job.
(8) The issuance of a permit or the approval of Orawings and specdicaeons shali not be constmetl to be a permit for, nor an approval of, any violatlon of the provisions
of the buiitling coaes or any other ortlinance iaw. mle or regWation.
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
Building Permit Number : 95-648
Date :3/30/95
Property Owner
Property Address
Contractor License No.
Company
DAVIS RONALD T
3980 WADSWORTH BLVD
18141
Denvev Burglar Alarm Co.
Phone: 422-1153
Phone : 292 2222
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
1 hereby certiy lhat the setback distances proposed by this permit application are accurete,
and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or
covenants, easements or restridions of rewrd; that all measurements shown, and allegations
made are accurate; lhat I have read and a9ree to abide bY all conditions pnnted on this
application, and that I assume full responsibility for comphance 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 : INSTALL SECURITY SYSTEM
Construction Value :
$425.00
Permit Fee :
$25.00
Use Tax :
$0.00
Total:
$25.00
Electrical License No : Plumbing License No : Mechanical License No :
Company: Company: Company:
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
11 -m a .
(1) This permit was issued in accortlance with the provisions set forth in yopur applicetion antl is sub'ect [o Me laws of ihe State of Coloratlo end lo Ne Zoning
Repulations and Buildina Code of Wheat Ridge, Colaado or arry other applicable ordinancea of t~e Ciy.
(2) This permit shall expire if (A) the work authorizetl is rwt commencetl within siMy (80) days from issue tlate w(B) Ne builtliny authonzed is suspended or
abandoneE for a period of 120 tlays.
(3) If this permit expires, a new permit may be acquired (or a fce of one-half the amount normally required, proviEed no changes have been or will be made in the
onginal plans antl specifications and any suspension or abandonment has not exceetletl one (1) year. If changes are maUe or if suspension or abandonment
axceeds one (i) year, full fees shall be paid for a new permit.
(4) No xrork of any manner shall be tlone that will change the nalural fiow of water causing a tlrainage problem.
(5) Contrector shall notiry the Building Inspector twenty-four (24) hours in advance for all inspections antl shall receive wntten approval on Inspection card before
proceeCiing with su ne phases of tt e job.
(fi) The issuance of r or the approval ot tl2wings and specifcations shall not be construed to be a permit for, nor an approval of, any violation ot the provisions
of the builtling Ebdes any otqer ordin;nce, law, rule or regulation.
Chief Buj~Wg Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
z :3
DEPARTMENT OF PLANNING AND DEVELOPMENT Application Number :
BUILDING IPlSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner: Discount Liquors Phone:
Property Address: 3980 Wadsworth Blvd., 410
Contractor License No. : 4-7}42-
( r '
Company: Denver Burglar Alarm Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify Ihat the setback tlistances pmposed by this permit application are accurate.
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
coveqants, easements or restrictions of recortl. that all measurements shown, and allegations
made are accurete; that I have read and agree to abide by all conditions printed on this
appliwtion, and that I assume full responsibility for comptiance wrth the Wheat Ridge Building
Code (U.B.C.) and all other applicable Vitiheat Ridge or a ance, 6r work under this permit.
(OWNER)(CONTRACTOR) SIGNED ir"'bATE 34. ,
Description : Install security alarm only.
422-1153
575-0350
Construction Value : 425.00
Permit Fee : 25.00
Use Tax: C-01084
Total :
BUILDING DEPARTMENT USE ONLY
~i~Ytfn,~ C6m~nents:
Approval :
Zoning :
mmentsa
.CEM
Approval :
P:,~l,l e°Yiforks„Commentss
Approval :
Occupancy : Walls Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company :
Expiration Date :
Company :
Expiration Date
Company :
Expiretion Date :
Approval : Approval : Approval :
~ ~,?Rfis R$quired _Plans Required
(1) This pertnR was issued in accortlance wrth the proviswns set foM in yopur appliwhon and is subject ro the laws of the State of Cobratlo and to tha Zoning
Regulabons and Builtling CoOe of VJheat RiOge, Colorado or any other applicable ortlinances of the Ciry.
(2) This pemiit shall expire if (A) t0e work author¢ea is not commenced within sixry (60) days from issue tlate or (B) the building authorize0 is suspendeC or
abantloned for a peno0 ot 120 days.
(3) If Nis pertnit expires, a new permit may be acquiretl for a fee of one-half ihe amount normalry requiretl, provitletl no changes have been or will be made in ihe
onginal Olans and speufica6ons and any suspension or abandonment has not ezceeUeO one (i) year. if changes are ma0e or Il suspension or abantlonment
e%CEfaS one (1) yE3f. fUll fees shall be paitl fof a new permtl.
(4) No work of any manner shall De tlone that will cnange tbe natural flow of water Causing a tlrainage Oroblem.
(5) Conhaclor shall notity the Builtling Inspecmr twenry-four (24) hours in advance (or all inspections and sha0 receive written approval on inspection cartl Oefore
proceetlung with successive phases of the job.
(6) The issuance of a pertnit or the approvai of drawings and specifications shall not be constmetl to Oe a permit tor, nor an appmval of, any violatlon of the pravislons
of Ihe Duiltling cotles or any other ortlmance . law, mie or regulalion.
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 COMMUNITY DEVELOPMENT
7500 wE5T29tnAVENUE BUILDING INSPECTION DIVISION PERMIT N0. Mp91113163
237-6944 ExT. 255 P.O. eox saa CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RELEIPTED BEIOW.
APPLI ATION FOR MISCELLANEOUS PERMIT
JOBADDRESS Z~ ~ o o OWNER
CONTRACTOR ADDRESS
ADDRESS
:J It'c Z PHONE `l !~7 s ZIP CODE
CITY~°-' ZIP CODE. %ONTRACT PRICE $
/Q C'i OPJ 9~ -7 I I( FNCF Nn
G
d❑
Woll❑
Pr0iecfi1`0❑
Ofher
SaOFeae
IGNS
roun
1. TYPE
2. MATERIAL
❑
❑
T
Totol Squore Feat
Permit No
Eteet
.
S
No
3. ILLUMINATION Ves
4 SET BACK FROM PROPERTY LINE N
(Spaeifywhichiafront)
YDs
-
❑
S_ E
❑
_ W
❑ ❑
.
Zone_
.
ADDroved,Zone tnspsofor
Dieapwwed
I, TYPE SolidO Mon Thon 80% ODSnEJ
S
MATERIAL
Lou Than 80% Opsn
HeiOht
FENCES
'
3. SET BACK FROM PROPERTY LINE N
(SDecify whieh isfront)
_
❑
S_ E
❑
_ W
❑ ❑
Zons_
ApprwW,Zorn IroDeeta
Diaapprovad
I.
2
OTHER
3
.
DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVihG DIS?ANCES FROM PROPERTV LINES.
(SETBACKS OR PROJECTIONS INCLUDED)
INSPECTION TICKET
C-
- /-S-
~ BLDG. PERMITN
STREET NAME
SHOW DISTANCES FROM TIIE MAIN BUILDING TOA0.101NtNG HOUSES, STREETS, ANO i
DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE.
APPL.ICATION FOR PUnv1BING; EIECTRICAL; I
THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICl+TED WORN ON
pERM1T WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE !F WORI
ELECTRICAL PERMIT
STATE LICENSE N0.
JMINUM WIRE UNpER SIZE 8 ILLEI
TEMPORARY METER
NEW SERVICE - AMPS
CHANGE SERVICE-AMPS
LIGHTING
HEATING
WIRING MOTORS B CONTROLS
PLUMBING PERMIT
STATE LICENSE N0.
WATER CLAS
WASH BOWL
SINK
TO
I Aereby ocknowlsdQe thot thia applica-
fion ia conect and undersfand thof I
cannot sfart this Drojlcf until ihis oppli-
cotion is opOroveA. I shall comDly with
iha laws of the Sfate o1 Colorado ond to
the Zoninp Requlationa ond Buildinq
Code of fhe Cify of Wt+eat Ridqe. Any
violation of the obove terma will cause
immediate revocotion of thie permit.
s'we^-L.~-, ~ f
~ooli<an~. o~a~
DISP
GARBAGE
PERMITN
BLDG. CONTR.
SUBCONTRACTOR
DATE INSP. REQ. cS` ~G ~ M
TYPE OF INSP. ,~~'~'vk/~^ .
INSPECTION MADE
REMARKS ~ll
WATER HEATER
AUTO.WASHER
W,R.FORM &19
DISH WASHER
r
FLOOR DRAIN
~o
PERMIT FEE NOT VALID UNLESS RECEII
~~57 y
usE Tax
TOTAL FEE $
APPROVED
V ~nr~nIC
CHIEF BUILDING SPECTOR,Cityof Wheat Ridye
Date Issued I /
CAL1237-6944 EXT.255
24 HOURS IN ADVANCE
FORINSPECTIONS
~
! dEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-2261
~ Bl]ILDING tNSPECTION DIVISiON - 235-2855
CITY OF WHEAT RFDGE Date :11/16/95
7500 WEST 29TH AVENUE
WHEAT RIDCE, CO 80215
Properly Owner : DAVIS RONALD T
Property Address : 3890 WADSWORTH BLVD Phone :
Contractor License No. : 18317
Company : Frontier Mechanical, Inc. Phone : 763 2800
.
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value, $2.450.00
C~oaoic(us:C j and~en anei~
(OWNER)(CONTRACTOR)
osed by this pertnit F
Of fegUIBtb116 Of the
Mat a8 moasuremei
ro aeae in an cawi
Description : GRILLES FOR TENANT FINISH
Permit Fee
Pian Review Fee
Use Tax
Tofal
$54.00
$0.00
$36.75
$90.75
BUILDING DEPARTMENT USE ONLY
:
Approval
Zoning :
:
Approval
Approvaf:
Occupancy : Walls : Roof : Stories : Residentiai Units :
ElecUical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiretion Date : Expiretion Date : Expiredon Date :
Approval: Approval: ApProval:
(t) Thb qrmtt was lewad In xoordmwe wNh Ita proNsbns eat forlh In yopur eipplfatlon and A aubiecl b the lawe of the sta0e a CobrWO uW ro thsZOnMi9
p Ny Cpdp ptyYlyat~tdae Colpydo w ary otlror a ordFisnees M the CHy.
.(z) Th~e1qM ~in (A~uro wax awim~zea ~e na amnanced wlmPnelxt~y (90) Eera rrom wue aaft «(8) me OuOnc autliotlsea a wWiwsd or
abmldOnaE tar e Dedod of t
(3) rc."tlNS pmmNerzWraa, e nOw: -MmsY be eW~~rotl for a he o1onahaM tlre amouM nurtretb roQNred. P~b~ no che~qm havd DsM orwiN De mads in 1M
. A~m.~nr mmnaenmeM hu net exrweCeE one(71 vaar. If chame6 ars maUe a RsueDentbn a eWntlonmaM
(5)
(8)
9Uvenca 1ar a~fl pISPe~~ona xW s~FWI rsceNe virittan approwl on IntpeWOn ord bafore
s sheq nd ba canatuetl to be a peimM 1or, iror an aPProval M. enY vbletlon M Ma qoNebns
A"
ief Building Inspector
THIS PERMIT VALID ONIY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
~6.~
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 : 07 `5 -~c~C
Date :
i
PropertyOwner:
Property Address : 3 1~c 6 a)
Contractor License No.
Company :
Phone :
Phone : 76- 3 ~ gc~ C)
ONRJER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hareby certHy that Me setbaek distances proposed by this parmit application are accura[e.
and do not violate applieable ordinanees, rules or regulations of the City of Wheat Ridge or
covenants, easements or mstrietions of reeortl: that all measurements shown. and allegations
maCe are accurate; that I have reatl and agree to abide by alt conddions printed on this
application, and that I assume full responsibility for eomplianca with the Wheat Ridge Bu Iding
Code (U.B.C.) and all other applieable Ridge ortlinp4ces, fo under this pe rt.
(OWNER)(CONTRACTOR)SIGNED,i~K~ ac"~ ~ -~uzATE l( 4'
Description : 7
h ( 5
e,va~-
BUILDING DEPARTMENT USE ONLY
Approval :
Zoning :
Approval :
Construction value ! ` 2 45_U
Permit Fee :
Use Tax:
Total :
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No
Company Company : Company : ~~~4
e1`
t6!$o w, hja-u..p~n.s!
Expiration Date : Expiration Date : Expiration Date : (Q _ (4 _
Approval : Approval : Approval : #V AC
j PMs.Rftufred_~,;;~ P.rYosRequired
(1) This permit was issuetl in accordance with the provisians set forth in yopur apphcabon and is sublect to the laws of the State of Coloretla and to the Zoning
Regulations and Building Code af Wheat Ritlge, ColoraGO or any oNer appllrable ortlinances of the Ciry.
(2) This permit shall ex0ire if (A) the work authonzetl is not commenceE wrthin siary (60) tlays from issue Aale or (B) the building authonzetl is suspentletl or
abantlone0 for a OenoE of 120 Oays.
(3) If this pertnit eapires, a new permit may be acquired for a fee of one-half the amount normaly repulred, pravi0etl no changes have Dean or will be maAe in the
original plans and specifica[ions and any suspension or abantlonment has not exceetled one (1) year. I( changes are matle or if suspenslon or abantlonment
excaetls one (1) year, full fees shall De paltl for a new permi[.
all notne on gthat will change the nawral flow of water causing a drainage problem
( ry the Buitling p2Ctor hVenry-four (24) houB in aavance for all inspecuons and shall recerve written approval on mspection Wrtl betore
S Contractor sh .
pmceetliing wilh sUCte55lVe pha5C5 of Ihe lob.
(6) The issuance ot a permit or the approval of tlrawings and specifications shall not be construea to be a pertnR for, nor an approval ot. any violation ot lhe provisions
ot the budding cotles or any otner ordinance. 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
. . . . . . . . . . . . . . . . . . . . . . . . .
y.' DEPARTMENT aF PLANNING AND DEVELOPMENT Building Permit Number : 95-2234
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEkT RIDGE Date :11/14/95
7500 VMEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner : DAVIS RONALD T
Property Address : 3890 WADSWORTH BLVD Phone :
Contractor License No. : 18126
Company : Complete Electric, Inc. Phone :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $0.00
1 hereby certirythat the aetback dktances propoaed by thb peimil application aro acarate, PeR111t F88 :
and do not vbkte appliCaDb ordfnarroes, ntles or repu Wbna of the City ot Wheat Ridge or
covenants, eaeertients a resMcttons.of record; that all meawremsnb shorm, and auepations Use T2x : $0.00
made are aceurate; that 1. have read andap ree to abide by all conditbnspriMed on thia appikatbn, and that I assume }uH responaibllXy tor I'~ance with tha Wheat Ridge Building
coae (u.s.c.) end su otner appucawe wneae R ldge s for work umkr thla permit. Tptal; $0.00
(OWNER)(CONTRACTOR) SIGNED DATE&ndL-W
Description : TENAN7 FINISH ELEC FOR FAMOUS FOOTWEAR
BUILDING DEPARTMENT USE ONLY
Approval :
Zoning :
Approval :
Approval :
Occupancy : Walls : Roof : Stories : Residentlal Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expire6on Date :
Approval : Approvai : Approvai :
0 a 0
(t) Thia Pemdtwas Wuad Maocordanoe wMh the provisbne ast fiM In yopur appikalbn antl b auCkU to the lawa otthe SWe W CoWatlo uW 601M Zonliq
(2) Regulatbm eM8u1qkq COtle of Whaete RWGS. Cdomdo M azry dMr aoolka ds adnances dtlie C0.y.
Thls permfl aMW expiro B W tlia wak utta~{i b ~wt commenoed wllhin Wcly (BO) tlaya fran Infue Cak a(B) Ma Mitldinp aWw~ed b wapende0 w abandonsd fa e perbd of 730 d s.
(3) If MI6 P~ expirea~ a tbw maN be acquhed tor e fas Of O~AaM tha emount nameNy ~aQU6ed~vW~ no chenyes have MMi ar wiH bs mads N tlre
orqinal pla~n and end am/ auapansbn tt eWndonmeM hea not exc~eded aie (t) Year. N chenpes aie made a M e~upenaMn a aMnAmment
exeeeCS aie (t) YeK1WI fen ahaH Ee peld tor a nmwpetMt.
(4) No Wak of am! nMnrorOhaM iM tlOM thal wiN chanBe ihs neWw1110w dwater causk~p a Crolnape qoblBm.
(5) shell notlN Ms &1qdp1G ~^~Y-four (21) houn In etlva~e /ar eA meP~~s antl Sf~aN ratNve wriMen aPProva~ on ~napecUO~ Cnd befae
' cu~siveChaees tlN1'ob.
(e) _~a,psrtMt a the ~~rroval d dmvinpa snd speciXaUons ahal~ nd be caiahued to be a permil tor, nor an appowl M, a~ry vidatla~ d Cie provieions
THIS PERMIT VALID ONLY WHEN 31(iNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-6835 24 HOUR3 pRIOR TO INSPECTION
. ~~7
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
PropertyOwner:
s !'~.--fL.~c°cd1^
Properry Address :
Phone :
Contractor License No.
CompanY
Phone : -~~5 -/77 J
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
COnStfuCtion ValUe :
I hereby certiry that the setbadc distances proposed by this pertnit application are accurete,
pgfmlt F88 :
and do not violate appllcable oMinances, rules or regulations of the City of Wheat Ridge or
wvenants, easements or mstrietions of recortl: that all measurements shown, and allegatlons
matle are accurate; that I have read and agree to abide by all wnditions pnnted on this
US8 T8X :
application, and that 1 assuma tull responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other appliwble Wheat Ridge ordinances, for work under this pertnrt.
Tot
l :
(OWNER)(CONTRACTOR) SIGNEDC~ DATE,jY--' S
a
Description :
BUILDING DEPARTMENT USE ONLY
Approval :
Zoning :
~
Approval :
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No Plumbing License No Mechanical License No :
Company : ('cve~C/~t~~~7}sr i~ti_Company : Company :
Expiration Date :
Approval :
~ Pfsns Rft
jiiilred
Expiration Date :
Approval:
I Plins IZe.quired _j
Expiration Date :
Approval:
A; ~ RW"Vqu
(1) This pertnit was issuetl in accortlance wrth the provisions se[ forth in yopur application and is subject to ihe laws of the State of ColoraCO and ta Ne Zoning
Regula6ons and Building Code of VMeat Ritlge, Coloratlo or any other applicable orAinances of the Ciry.
(2) This permit shall ezplre A(A) Ihe work authonzetl is not wmmencetl wlthin sixry (60) days fmm issue tlate or (B) lhe bullCing authonzetl Is suspendeE or
abantloneC for a DerioC of 120 Cays.
(3) If this parmit eapires, a new permit may be acQUiretl for a fee of one-halt the amount normaly requireQ pmvltletl no changes have been or will 6e maEe in the
onginal plans and specifiratlons and any susDension or abantlonment has not exceeded one (1) year. If changes are matle or if suspension or abanAOnment
ezceeds one (1) year, full lees shall be paitl for a new permit.
(4) No work of any manner snall be Oone that will change tne natural tlow of water causing a tlrana9e problem.
.
(5) Contracror shall notiry the BuilOing Inspecror twenry-four (24) hours in atlvance ror all inspecuons and shall receive written appmvai on inspecGOn carG Eefore
proceetlnng with successrve phases of the lob.
(6) The issuance of a permrt or the approval of drewings and specifications shall not be construeo to be a permit for, nor an approval of. any wolation of the provisions
of ihe Dwlding cotle5 ot any othef ordinance, laW. mle of 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
Property Owner ; DAVIS RONALD T
Propetly Address' 3890 WADSWORTH BLVD Phone : 274-8041
Contractor License No. : 18206
Comparry; D. C. Plumbing Co. Phone : 778 0536
OWNER/CONTRACTQR SIt3NATURE OF UNDERSTANDING AND AGREEMEWT
ConSVuCtiOD Value :
$850.00
t hersby oertify that tM asftdc 4tqanus propoeed by u+n. psnnu applkNwn aro accurate,
of Wheat RM
e or
ul
dons ~ the Cu
l
e
Y
k
M
k
Permit Fee :
$23.00
p
y
os:or r
@
a
ft app
aet,
amcqi, nu
and dc rwt vb
p16
covenlmb, aasartw~s wplsMqbns pf reaord; thatatl mwuromenb ahowrt, and albpations
Plan Review Fee :
$0•00
I118d! $Pl HCWldo: b1Yt II1W! 1Nd YY4SI (00 tQ BIlIQeC0I1EIWllf pIIfIMA OAtIIIf .
sppUption, arni tliat I ur~ta 44 ioop01s1l(~ ta WmPWM wkh tde ~M~at RWpe euiMing
U~ Tax :
$12.75
Cada (U.B.C.) arM ~1 ~ appN+mbla RMgm o nan fw wak under lhie permk.
(owNER)(coNTRacroa) SIGNEu ' nnrs11-11'e;-p
Total :
$35.75
Description : INSTAf;L 2 LAVS AND 2 WATER CLQSETS
BUILDING DEPARTMENT USE ONLY
Appror+ai :
Zoning :
Approval :
ApprovaF :
Occupancy : Walls : Roof : Stories : Residential Units :
E18CVICaI LiCBnSC NO :
Company :
YIUtTiDIflQ LIC@fISB IVO :
Company:
MeGfIHf11G81 LI(RTIS6 IYO :
Company :
Expi`atlon Date : Expiration Date : Expiration Date :
Approval : APProval : Approval :
/ 0 a
(t) Thbpermkw.absuO tn o# o~newumlhs . n.setraminyopweppkatlonuaMwEiwnmsuwsamssla4acaa.aor,arom~zonino
RpWaqonsantl CatlodWAea! oram/otlw adNuno~soflhsCily. (2) Thte p~t~tk a~a~ ~AtlNwrxk ai~ b na.mmnwncaa w~(eo) deYS tinm wue d~0e or (9) nn Mildkq wtlionzed Is awpenaxl or
aW~COnBdfa'a 4
(3) Htlds Pemdt a rNw ~Y be a¢QW+ed fw a Ne of m►heMtl~e amouM nanrNY reWkedp~dpd ia chfnpss Mro be~ orwiN be matlein Me
~ PhM Md Md afy M abultlOnmBnt hu iqt B1fOGBtl~I On0 (1) Y!N'. N d~anpBB a~e IMd! ot M N!lPenObn o~ WNltlonmBnt
mwea~ pis (1) Ym'.1~MMst/14N W pNG~p~tl~.
(4 No w01k d iM M~1Ybs dC~~M tt~ w~ d~M~Ys ihe mt~rN 11ow OfwaYr CewMw a MNipa Pro~m.
~ w~ e~uC~WA~ ~qr~of iMW ~H tour (u) houn M edvana br aN fnepedbnt aiM YmA roctlw wrlllen apqwN on IneW~ cpd betore
(e~ .~~ot~pamn~ ~ r p~ l~~ o f a°e~w~p~s anw na ee oo~.mxa m ce a pwmn ror~ rar.o apprwa a, vryr ddatlon a Me v~sbne
THIS PERMAI'F VAI.ID QNLY WHEN 31tiNED BY THE CHIEF BUILDINO INSPECTOR
CALL: 234-5833 24 HOURS PRIOR TO INSPECTION
zm
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 : yS-2D90
Date :
PropertyOwner: FpmocrS ~no~'~Ore
Property Address : Phone : Z
Contractor License No. : 2 04~'
Company : ~ c l%„„ C, Phone : '77,VoS -,3i9-
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this parmit appliwtion are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or rcstnctions of record; that all measuremenls shown. and allegations
made are accurate; that I have read and ag2e to abide by all conditions pnnted on this
applieation, and that I assume full responsibility for eompliance with the Wheat Ridge Building
Cade (U.B.C.) and all other applicable Wheat Ridge ordinancesfor wark untler this permrt.
(OWNER)(CONTRACTOR)
Construction Value : XS 0 -
Permit Fee :
Use Tax :
Total :
Description : . 7/v5T cZwr1"-s
BUILDING DEPARTMENT USE ONLY
Approval :
Zoning :
~
Approval :
1
obi
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No :
Plumbing License No :iSZ6r
Mechanical License No :
Company
Company
Company :
~
Expiration Date :
Expiretion Date
:,_t I~
Expiration Date :
Approval:
Approval:
Approval:
~ Pf~ns R%q!red.`:j
Plhils I!eq
uired
A ,:gImm .
(1) This permit was issuetl m accortlance wrth Me Drovisions set foRh in yo0ur apphcation and is sublect to Ne laws of Ne Sta[e of Colo20o and to Ne Zoning
Regulations and BuilEing Code of Wheat Ridge, Cobraao or any other applicaEle oMmances of the Ciry.
(2) This permR 5hall expire A(A) the work authonZed is not tommencetl wiNin 5ixry (60) Aays hom i55ue tlale or (B) the building authonietl is suspentletl or
abantlonetl for a peno0 of 120 Oays.
(3) If this permit ezpires, a new permit may Ee acpuired (or a fee of one-hal( the amount normally requiretl, provided no changes have been or will Ee made in the
original plans and specificatlons and any suspensian or aban0onment nas not e:ceedetl one (1) year. If changes are matle or if suspenswn or abantlonmenl
ezceetls one (1) year. WII (ees shall 6e paid for a new pertnil.
(4) No woB of any manner shall be done that wtll change [ne naWral now of water causing a tlrainage proElem.
(5) Contractor shall noUty Ne Builtlin9 Inspeclor twenry-lour (24) hours in atlvance 1or all mspecuons and shall receive writlen approval on mspection cartl before
proceetliing with successive phases of the job.
(fi) 7he issuance of a permit or the approval o( drawings and specifications shall not be constmea to be a permrt for. nor an approval of. any violaUOn of the Drovisions
of the bulltling COdes ot 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
. , 'nR, ~ . ,£2'.. _ ~''e3~°$?~'+Y~~ . . ° : k ed1+45,'=' •
DEPARTMENT Of PLANNING AND DEVELOPMENT Building Perrnit Number : 95-2249
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :11/15/95
7500 WEST 29TH AVENUE
WHEAT RiDGE, CO 80215
Property Owner : DAVIS RONALD T
Property Address : 3890 WADSWORTH BLVD Phone :
Contractor License No. : 17252
Company : Auto.FireGroup,Inc/Code Fire Systems Phone : 425 0698
OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hareby certiry that the setbadc distances proposed by this pertnB applicetion ere accurate,
and do not violate applicabb ordinencea, rulea or regula0ons of the Cdy M Wheat Ridpe or
covenaMs, easements or resMdions of recorcl; that aA measuremenb ahown, and allegatbns
made are acwrate; that I have read anM agree W abkkpy all condil'wnspn nted on this
applkation, and that I assume fuN reapona'biliN for compliance wilh the Wheat Ridge BuiWing
Code (U.B.CJ and atl other applfcabb Wheat aidge orSqnaTes, for work under thia pertnH.
Construcdon Value
Permit Fee
Plan Review Fee
Use Tax
$1,795.00
$41.00
$0.00
$26.93
$67.93
(OWNER)(CONTRACTOR)
Description : FIRE PROTECTION (SPRINKLER)
Total
'OV BUILDING DEPARTMENT USE ONLY
Approval :
Zoning :
Approval :
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
ElecVical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
a o a
(1) inb PermR wae iasued In accorrNnce wNh Me PmWSbne aet fath In yopur appYntlon an0 beub~ect ro tne Isxrs a the Shte M CobfaCO end to the 7oninp
RepulaUons and BWltllnq Cotla ot Whea1 Ridpe. CoWfaAO a airy otlxr~pp1 oMMences W iM CIIY.
(2) Thia permft ahNl axpire H W the wak authonzeA le ral commenoed wiMin W~cly~(80) tleYe 1rom iaeue date or (B) the huqdinp aWiorixed k aueP~detl w
eb.ndorea ror a aarioa a+~io
(a) ir mle permn exNres, a new +oar te savuirad ar e ree m oneawrc the amourit rwrmalb ~aui~, no cnarqes hare nesn «win ee made in me
wiginal ~ens aM anA anY auspsnebn a ehandonment haa nol exceetled one (t) Year. chenpes aie me0e or R autpenNOn ar abarWonment
axceeds one (1) Year, fuN fees sheH Ee WM tor a nrow Permit
(4) No wak of aM~ menner ahetl 6e tlone Ciat will chefpe tM naWral tbw o1 water eauainp a dralnape poWem.
(5) Contraclor shall notlfy IM BuikNnp Inapecla twenly-four (24) houn In aOVance tor ell inepections and atiaN receNe wAt~n appfovel on ineDeclkn caN before
Fls~ %h su~essNS. ohas~ of Me bb.
(s) M a peor Ms q~rov al of tliswinps antl apeGlkatlona shall not be conshued ro be a permk for, nor an approval of, arry vidatlon M Me provlabns
ocodes u airyptl~er oNi enee, , nile or ~epuletlon.
~ Co c< fM
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEP BUILDING INSPECTOR
CALL: 2345933 24 HOURS PRIOR TO INSPECTION
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
Properry Owner : Fp~"Ji-
Property Address : 7j~z-') WA V'5~ w,~2 142 Phone :
Contractor License No. : / 725 Z
Company: Q~~/Gp~~ /,pnone: 42S-U~~
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurete,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restnctions of record; that all measurements shown, and allegations
made are accurete; that 1 have read and ayree to abide b I ditions printed on this
application, and that I assume full responsibility for comp ance w h the Wheat Ridge Building
Code (U.B.C. an er appliwble 1'N5~2at Ridge o ces, r work under this Dermit.
Construction Valuq I~ q S="
Permit Fee :
Use Tax :
Total :
Description : U-7 A~
si:~''
BUILDING DEPART ENT USE ONLY
Approvaf :
Zoning :
~ _ . .
Approval:
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 :
j tiV~1'~~1+u~c~++d:t.
(i) This permR was issuetl in accordance with the provisions se[ forih in yopur application and is suEjecl to the laws of the State of ColoreOO antl to the Zoning
Regulations antl euilding Code of Wheat Ridge, Coloratlo or any other applicabie ordinances of the Ciry.
(2) This permit shall expire d (A) the work authorized is not wmmenced within sirzty (60) tlays (mm issue date or (B) the building authorized is suspentled or
abantloned for a perioA of 120 tlays.
(3) If this permit expires, a new permit may be acquired /or a fee of one-half the amount nortnalty require4 provitleE no changes have been or will be ma0e in the
original plans antl specifiqtions antl any suspension or abantlonment has not exceetled one (7) yeac If changes are matle or i( suspension or abantlonment
exceeds one (1) year, full fees shall be paid for a new peimit.
(4) No work of any manner shall be tlone Ihat will change the naNral flow of water causing a tlrainage problem.
(5) ContraWlng' II noti(y Ne Builtling Inspector hvenry-four (24) hours in atlvance for all inspections and shall receive written approval on inspecGOn card pefore
proceeM successive phases of the job.
(6) The isf a pe it or the appro I of tlrawings antl specifcations shall not be wnstmetl to be a pertnit tor, nor an approval of, any violation of the provisions
of ihe cotl or any o~the r or~iance, law, rule or regulation.
ing Inspector For Mayor
IS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
STATE OF COLORADO
DIVISION OF FIRE SAFETY
PLAN REGISTRATION FORM
Date 10- Z?4` 9S Contrador Registration Number -o
Contractors Name f} FrlC ME
MailingAddress -~89z tlff/v -oenOt\/ <"T ~Zo `f
Comments
(for additional comments use separate sheet)
Distribution: Original copy goes to Division of Fire Safety upon total completion of form. Copy to local fire department.
Copy to contractor and copy to building owner upon completion and sign-off.
Certification No. (Qualified Fire Inspector)
pw~
Property Owner : DAVIS RONALD T
Property Address : 3890 WADSWORTH BLVD Phone : 338-3387
Corttractor License No. : 17248
Company : Young Electric Slgn Go phone : 375 9933
OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Description : WALL SIGN
8UILDING DEPARTMENT USE ONLY
Approval :
Zonirvg :
Approval :
Approval :
Occupancy : Walis : Roof : Stories : Residendal Uniis :
Expiration Date :
Approval:
0 _
Electricel License No : Piumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date :
Approvai:
a
(2)
(51
(6)
(8)
Construcdon Value : $1,000=00
Permit Fee : $15.00
Plan Reviev Fee : $0.00
Use Tax:
Total: $15.00
Expiration Date :
Approval :
0
uyoqfer~~pIIaorcun.cRynNlawearn»5mt.acaoraaovaamszoniro . .
xncad wNNn a4AY (80) dM Ran Wus daft a(B) Me buGdiny aW+oAisd It swperded or
a~ rot~nmft a~i~esaea«i~aNl+) r~. ~'p~p~ no divqes hwe n.en «wu es+mds m me
o .
Nd~uqataemeAs0rqtti5pambnasaMOnment wral 11ow of water rape ProWem• .
Iwun M aCvuae far aY e wM eMtl recNVa vrtftn apptoW on kqpsctlon attlbsfae
roMcatlons ahetl rwt Decone4uad b W e pemiM for, nor an ppnoval d, seY Ndrlbn of ft Orovleione
THI$ PERMrT VALID ONLY WtfEN 3KiNED BY 7HE CHIEF BUILDINt3 INSPECTOR
GALL: 2344935 24 HOUR3 PRIOR 70 INSPECTION
m M--.-
S14NED. DATE
DEPARTMENT OF PLANNING AND OEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
3uilding Permit Number :
Date :
PropertyOwner: Famous Footwear
PropertyAddress: 3850 Wadsworth Blvd
Contractor License No. : 17248
Company:young Electric Sign Co
3770 Joliet St Denver Co 80239
Phone800-338-3387
Phone : 375-9933
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certity that the setback distances proposed by this pertnit application are accurate,
and do not violate appliwble ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easemen[s or restnctions of recorU; that all measuremen[s shown, antl allegations
made are aecurete: that 1 have reatl 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 Ridgeordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED ' DATE Z-13 -~I
l ~
Description: One single faced wall sign per attched
Construction Value :$1 , 000 . 00
Permit Fee :
UseTax 01126
Total :
print.
BUILDING DEPARTMENT USE ONLY
Approval: S7~
Zoning : C ^ I
Approval:
--mente;
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electncal License No :
Company :
Expiration Date :
Approval:
Plumbing License No :
Company :
Expiration Date :
Approval :
Mechanical License No
Company :
Expiration Date :
Approval :
_j Pfins,Requlred ] _3 PfIhs Required I I :,PAnls ~qullfA~l~r:.~
(1) This permrt was issued in accortlance wrth the provisions set torth in yopur apphcation antl is subjecl to the laws of the Slale of Coloratla antl to the Zoning
Regulabons antl Builtling Cotle of VMeat Ritlge, Cotoretlo or any other aODlicable ortlinances of Ihe Ciry.
(2) This permit shall exprte if (A) Ne work authonzetl is not commencetl within sixry j60) Eays from issue tlate or (B) the building authonzed is 5u5penCetl or
abanEOnetl for a periotl of 120 days.
(3) If this permit expires, a new pertnit may De acqwretl for a fee of one-half the amount nortnally required. provitled no changes have been or will be made in Me
original plans anC specifica6ons antl any suspensian or abanEOnment has not ezceeaetl one (1) yeac If changes are matle or if suspension or aGantlonment
excee0s one (1) yeaL full fees shall be paitl tor a new permlt.
(a) No work of an anner shall 6e done that will change the natural flow of water causinq a tlraina9e problem.
(5) Contracror ,otie Builtling Inspector lwenN-four (24) hours in advance for all insoections antl shall recerve wntten approval on inspection carG before
proceetliing w h su srve phases of Ihe job.
:5) The Issyanc of a p it or the approval of arawings antl specificatians snau not be construetl to be a permit for, nor an approval of, any violaM1On of the pronsions
of ihe bUiltli wtlg or any ot~A ordlqdnce. law. rule or regulation.
Inspector
For Mayor
PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
« *
Correction Notice
Job Located at ?'Cill 9o W,-A~15
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:
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
tor Bullding Dept
DO NOT REMOVE THIS TAG
FORM WRB-22
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
Correction Notice
Job Located at (h-)
" ~f
I have this day inspected this strucr,ure and these premises and
have found the following 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 insaection.
~ Date _
6
~
FonM wHe-n
i
Iw Bulitling Dept.
DO NOT REMOVE THIS TAG
.,4~~.n~. . .r..,,n , n`:.i.>x. . -:.8 r.. .~rv..:.-. . r.' ::an,• • . r
'PEPARTMENT OF PLANNINCa ANb DEVELOPMENT Building Permit Number : 95-2274
~ BUILDING fNSPECTION DIVISIQN - 235-2855
CITY OF iNFiEAT RIDGE Date :11/20/95
7500 WES'T 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner : DAVIS RONALD T
Property Address : 3890 WAbSWORTH BLVD Phone : 938-7121
Contractor i.icense No. : 18290
Comparry : Muzak LP Phone : 936 7121
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Cpnstrudion Value : $800.00
1 nerebycsr* nwe me s.madc distanoes provosedby mb pem,k eppIkation aro aca,rete, Permit Fee : $45.00
and do navlolata ep~~qp~ ordinanws, alss or ropulattons of the CHy M when wtlpe w
covenaMS, eeae~tsnb or natrWons ot rocoid; thrt aB mea9urements shown, and elbpaBOns Plan Rev'lew F8B : $0.00
rrade aro acWratB; that 1 have'road am1 rae !o tbide ad wrWkbna on Mia
a~tlcalfon; arW lhet I assume NN respOna for wtl Ridpe BuildMg US@ TeX : $12•00
Code (U.&C J arM all otlror apptlcabM t dg ~np , r woAc 4nder Nis it
(OWNER)(COMRACTOR) S16NED DATE Total : . $57.00
Description : INSTALL SCA AND 7 K RS AND AMPLIFIER
BUILDING DEPARTMENT USE ONLY
Approvat :
Zoning :
Approval :
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Eleetricai License No : Plumbing License No : Mechanical License IJo :
Company: Company: Company:
Expiretion Date : ExpiraGon Date : Ecpiration Date :
Approval : Approval : Approval :
0~r 0 0
(t) mu rom-At was wsuw in.x«a.nos whm the umvWiom •b roM in yopw appk.uon ana ro euDkd Bo Ihe Wws ame sdb a cdoredo ma u n,s zonhq
R ulatlons endBtiBN CotlsofVMeatRMpe CdOrWOOrenYdhxaOdlrsdsadinanwsottlisCRy. cz~ n`. r,a~,~a ~n.r .,wre~~ Mswak audwnzed b rat wmrnenced wHh7n six4' (90) M'+ROm isaue AsEe or (B) Iha bWdirq sutliodzed k wiperrlW w
etie'WOnad for a perlod af`120
(3) If Mis paimit e~kss, a nww .may ba aryWrad Mr a ke M or~eM the miamt famwdy reqWreO,p~ no chanpaa Mve Ceen a rMl be meda in tl»
orqinal plaia uW ukt ary~{1~p~irobn or xab~Mentdonn+ent hes not ezaadad a~re (t) ymr. lf chaipas are mWS or B wspsnobn or abvMam+ent
ltOGlE6WN (1) ~f~ ~I ~OB! MItAG! QB~ kf P 11lW~ 0 IB
a tio wonc a eny mamx wa ee aonInee mp~m bw~ip charqa Lx 'n.wrallbw aw.br ca,alnp a arak~epe vroo~em.
~5~ w~i~ a~1~c9~BWb4q Of lwmry-faur C~) houn In atlvanca lar all ~nepectlms antl ahfN recelue wrillen approvN a~ Mspaetlon cutl batore
(e) m~iu~ ~«~~■n~e~~~~ ~~•~a~i~uo~e anan not ee conswea a ee ■ permn ror. nor an eaawa a, em v~oianm a nb Pmwalone
Mepd+~a ~
THIS PERMIT VALID OMLY WHEN SIGNED BY THE CHIEF BUILDIN(3 INSPECTOR
CALL: 2346953 24 HOURS PRIOR TO INSPECTION
~
9
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
Property Owner. Fi9_o c s
Property Address : `c t rz s*-1-~' Phone :
Contractor License No. : ~F 7, 9 6
Company : yyc U 4~ Phone :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Constfuction Value : yo Q
I hereby certity that the setback distances proposed by this pertnit application are accurete. Pefffllt FEE :
and do not violate appliwble ordinances, rules or regulations of the City of Wheat Ridge or
covenants. easertlents or restfiGtions of recoftl: that all measurements shown, and allegations ~
matle are accu2te; lhat 1 have read and agree to abide by all contlitions pnnted on this Use Tax : ,
application. and that I assuma iull responsibility for compliance with the Wheat Ridge Building
Code (U.B.CJ and all other applicable W at Ridge or ancecwork untler this pertnrt.
G Total :
(OWNER)(CONTRACTOR) SIGNED DATE ~ ~
Description • SLe 14 d,- /47re S ~ -
/
BUILDING DEPARTMENT USE ONLY
~
Approval :
Zoning :
q
Approval :
P„11_btl~~
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 :
_j Plans,Required _3 Plans Required _I P~lin6~t8q
(1) This permrt was issuetl in accorEance with the pmvisions set (oM in yopur aOGlication antl is subiect to the laws of the SWIe of Colo2tla antl to the Zoning
Re9ulations ana Builtling Cotle of VMeat Ridge, Coloraao or any other applirable ortlinances of the Ciry.
(2) This permn shall expire d (A) the work authonzetl is not wmmencetl wiNin sixry (60) tlays hom issue tlate or (B) the bwitling authonzetl is suspentletl or
abandonetl tor a cenoE of 120 Oays.
(3) If this Dermrt exoires, a new pemmt may be acqwreE for a fee of one-hal( the amount normauy requireE, provitletl no cbanges have been or wBl Ee matle in the
original plans ana speGfications antl any suspension or abantlonment has not exceetletl one 11) year. If changes are matle or if suspension or aDantlonment
ezceetls one (1) year. full fees shall De paitl for a new permit.
A ) No work of any manner snall be tlone tbat will change the naWral flow of water causing a tlramage problem.
(5) Contractor snali notiry the Builtling Inspector twenry-four (24) hours in atlvance ror ali inspeaons antl shall recerve wntten approvai on mspec6on cartl before
proceetliing wrtn successrve phases of the job.
16) The issuance of a permit or the approval of tlrawings and speCifiCations snall not oe canstruea to be a permit for. nor an approval of. any wola6on of the provisions
of the bwltlmg cooes or any otner ortlinance, taw, 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
Property C)wner : DAVIS RONALD T
Property Address : 3890 WADSWORTH BLVD Phone : 423-7343
Conhactor License No. : 18147 '
Compeny : Frank M. Hall 8 Co. Phone : 694 8500
OVYNER/CONTRACTOR SIONATURE OF UNDERSTANDING AND AOREEMENT
osed by this pertnit a
or ngulatlona ot tlro
tlwt aN meesuremei
WebMe bYaq corMi
Code (U.B:C:j and allothet appkable~WtaaE ttkiye ordinances, for wak urder thb pertnk.
(OWNER)(CONTRACTOR) SIGNED DATE
Qescription : TENAPfT FINISHFQRFAMOUS FOOTWEAR
Construction Value :
Pertnft Fee :
Plan Review Fee :
Use Tax:
ToTai
$419:00
$0.00
$753.83
$1,172.83
Appro+ral : SM 10117/95
Zoning : C-1
APproval:
I APPruval:
Occupancy : Wails
BUILDING DEPARTMENT USE ONLY
NEEDS SEPARATE PERMfi POR SIGNAGE
Roof : Stories : Res'identiai Units :
ElecMcal L'icense No : Piumbing License No : Mechanical License No :
Company: Company: Company:
Expiration Date : Explretion Date : Expiration Date :
Approval : ApProval : Approval :
(1) mua+M* wuuftlwmwao~+awrmnaaFwiswns.e~rorm myop,r.pp~e.non.naaweeromeiewsamssaceorcowr.uo .ndromsmnu~o
aayw.~on.,awauu~unp cxaa vvneu I~s caor.ao««naner wa~e.d cnr.
M »wdk wC or~x~d b not convnenad w~ n~~ (BO) daY+hom bsue tlefe or (s) tlis MiNMnO wtlqr~ed h wepsntleC
~ ab~intlp~ied R(A}Y
nFt20
(3) tlds D~~ ~emW arn rtrN bs awWrod Aor a fes a onehetl ths artnuM nwmelF/ reQWnO,~Wad no chanpM M+ro been uwlA bs mWe N IM
orlpqW pMne ma. dw un ~qp~ «abmeonmenc na na a~oaeaea aro tt) rer. N duiq~ are maas orx miepemwn w awndcmm~c
~aM(1)Y~.N0.Fee►ah~XbspeWe fmren~m+p~m~t .
.NOwakota~y,rombrYWl6p dWxNetwMdwnpsWnadatllbwofwsMcewkqatlnlnagaPr~lam.
CaitraaWr alrll noYN IM BuNOYrO lrronb•tour (2a) tau~s In etlvance tor NI rnfpactlo~u afxf ahaN rooelve wrROen ~VpcvN on ~neP~~ ~rA bdrore
plocseAlingvMAsucweeiusqn~ tlfa~p .
(E) T M bmm~os di P~ or q a e i i~iov_!~ o( XarAoGS antl MecMcetlons ehep not ba coneWeE b be a pefmk fotror en approrsl M~ arry vb4tlon dMe provbions
lti8p8CtOf . .
t PERMIT YALID ONIY WHEN 81GNED BY THE CHIEF BUILDING INSPECTOR
CALL: 2345833 24 HOtJR3 PRIOR TO INSPECTION
im
DEPARTMENT OF PLANNING AND DEVELDPMENT Building Permit Number :~J7C>
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
WitEn? tel
ProperlyOwner: c/o 11-LIEE /4µr3r~~e
Properry Address : 3~o
S~ . a'h-e
Phone : ~~uZR'7343
Contrector License No. :
Company : rCpQ,jIc µ . j,-t7ki,,j, d Go .
Phone : (oct z1 -`I' Soc)
OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value :
I hereby certify that the setback distances proposed by this pertnit appliwtion are accurete.
PCfR11i F@2 :
and tlo not violate applicabte ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restnctions of record; that all measurements shown, and allegations
h
I h
d
t
bid
b
ll
di
i
n
thi
d
d
Use Tax :
ava rea
an
o a
e
y a
con
ons p
nte
on
s
made are accurate: t
at
agree
t
application, and that I assuma full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ortlinances, for woAC under this pertnit.
ToWI :
(OWNER)(CONTRACTOR) SIGNED DATE
Descriptian: 'y'EQ fo-Tt' FIJ-115tt- f'rod- FqMOJS f'BMW6h2-~
15f-0Z fb.
BUILDING DEPARTMENT USE ONLY
~ Approvat : 5vL-- NEEpS SG'pi rvjeµl po2 47tonJs-•lom.
Zoning : C t
Approval :
.
Approval :
Occupancy : Watls : Roof : Stories : Residential Units :
Electncal License No :
Company :
Plumbing License No :
Company :
Mechanicai License No :
Company :
Expiration Date :
Approval:
Expiration Date :
Approval:
Expiration Date :
Approval :
~ PfHhs:Requlrod.'.~°:';1 ~ -Plifns R'equired I A ';;PA~~1s RINK,
(1) This permit was issuetl In accortlance with the pmvisions set forth in yopur appliw[ion and is subjec[ to the laws of the SWte of Coloratlo and lo the Zoning
Regula6on5 and Builtling Code o( Wheal Ridge. Cobratlo or any other applicable ordinances of the City.
(2) This pertnit shall exprte i( (A) Ihe work aulhorizetl is no[ wmmencetl within sixry (60) days fmm issue tlate or (B) the builtlin9 authonzetl is suspentletl or
abantlonetl tor a periotl of 120 tlays.
(3) If this permit eapires. a new pertnit may be acquiretl for a fee of one-halt tne amount normatty reQUtretl. provitletl no changes have been or wBl Oe made m the
original plans and specl(catlons and any suspension or abantlonment has not exceetletl one (1) yeac If changes are maEe or if suspension or aEanEOmment
exceeES one (1) year, full fees shall be paitl for a new pemit.
(4) Nb work of any manner shall be done that will chan9e t0e naturel flow ol water causing a tlrainage problem.
(5) Contracror shall notiry ihe Builtling Inspector twenry-four (24) hours in aGVance for all inspecuons and shall recerve wntlen approval on inscenton wrtl before
pro g wM successive phases of Ne job.
(6) The is nce of/ permlt or the approval of Erawings and specifications shall not be construetl to be a permit (or, nor an aDProval of. any violation of the provisions
of Ih o iltling/6tles or any other ortlinance, law. rule or regulation.
Cfief 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
09T RIE flR1 PRO1E11M DIS1RIC1
P.O. Box 507
3880 Upham Street
Wheat Ridge, Coloradu 80034
(303) 424-7323 ,
October 19, 1995
John Eckert
Chief Building Official
City of Wheat Ridge
Wheat Ridqe, Co.
80033
Subject: Famous Footwear #1415
Wheat Ridge Market Place
38 & Wadsworth
Building Plan Review Comment/Requirements
Dear John,
After a review of the new proposed building plans for Famous
Footwear,#1415, I am submitting the following comments/requirements
concerning this proposed occupancy:
1. Contractor must provide complete set of revised fire
protection sprinkler system plans before working on or
revising the system.
Fire sprinklei~system must be in compliance with NFPA-13. This
inc'lude§monitoring by an outside agency. There will have to
be a horn and light strobe installed in the front area of the
store for notification of water flow.
3. Provide 1--5 pound ABC Fire extinguisher for the employee
break area. 2 addition 5 pound ABC Fire Extinquishers will be
needed and located prior to opening of store.
4. Provide visible address on front of store.
5. Faraous Footwear must provide a master key for their unit at
time of TCO/CO to be placed in the Knox-Box. Rey must be on a
ring and have identifying tag attached.
Should there be any questions, the contractor can contact me
at 424-7323 and I will be happy to assist with any concerns.
Respectfully,
Dave Roberts
W.R.F.P.D., F.M.
cc:file
ORT RIDGI RI PROTICI10H DIRI11
P.O. Box 507
3880 Upham Street
Wheat Ridge, Colorado 80034
(303) 424-7323
October 19, 1995
John Eckert
Chief Building Official
City of Wheat Ridge
Wheat Ridge, Co.
80033
Subject: Famous Footwear #1415
Wheat Ridge Market Place
38 & Wadsworth
Building Plan Review Comment/Requirements
Dear John,
After a review of the new proposed building plans for Famous
Footwear,#1415, I am submitting the following comments/requirements
concerning this proposed occupancy:
1. Contractor must provide complete set of revised fire
protection sprinkler system plans before working on or
revising the system.
2. Fire sprinkler system must be in compliance with NFPA-13. This
includes monitoring by an outside agency. There will have to
be a horn and light strobe installed in the front area of the
store for notification of water flow.
3. Provide 1--5 pound ABC Fire extinguisher for the employee
break area. 2 addition 5 pound ABC Fire Extinguishers will be
needed and located prior to opening of store.
4. Provide visible address on front of store.
5. Famous Footwear must provide a master key for their unit at
time of TCO/CO to be placed in the Knox-Box. Key must be on a
ring and have identifying tag attached.
Should there be any questions,
at 424-7323 and I will be happy to
the contractor can contact me
assist with any concerns.
Respectfully,
,4,6
Dave Roberts
W.R.F.P.D., F.M.
cc:file
~:tt .v.. . .:v<.. , t . • , . , . . . E.. 'ne. ' . ~ '2!MryAh
DEPAIRTMENT Of PLANNING AND DEVELOPMENT Building Permit Number : 95-2124
BUILDING tN3PECTiON DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :10/25/95
7500 11i1EST 29TH AVENUE
< WHEAfi RiDGE, ;C0 80215
Property`Owner : DAVIS RONALD T
Properly Address : 3890 WADSWORTH BLVD Phone :
Contrador ticense No. : 17252
Company : Auto.FireGroup,lnc/Code Fire Systems
Phone : 425 0698
OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
xrork
SPRINKLER SYSTEMIFOR FAMOUS FOOTWEAR
Constructlon Value .
$1,900.00
Pertnit Fee :
$43.00
Plan Review Fee :
$0.00
Use Tax :
$28.50
Total:
$71.50
BUILDING DEPARTMENT USE ONLY
Approval :
Zoning :
Approval :
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electricai License No : Piumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Oate : ExpiraUon Date : Ecpiration Date :
Approval : Approval : Approval :
0 0 0~-
(7) Thia penNtww isewtl In acooMenw wMh the proviabne wt falh In yapur sppllatlon vM 4 w6lecl b the lawa M the Stete of Cobratlo end b the Zoninp
Re~u~mM Bu7M&g Cotle of VMSet(tI~e~ Cobredo or my dMr appp~py adine~q ot ths cib.
Fhis~{f~mNeMpe~k~ R(A) Yw work autlwRzad b not commen~ed wftl~~ e6ily (80) daY+hom ixus dab a(B) tlre WMdkg aulhaized k wfpentletl w
eEaMw~atl fo~r_a~?~ W 120
(3) If thb P~k a.p"es,' nM' meY be ac9~~red Wr a lea Ot One-hBNtlM ertquM namBBY reQUirod,ppv~y no Marpee hwa beM ar wAI he 0949 in tl1e
ori0Me1 pWq entl . , nd eM ew➢snabn w abarMonmeM hee not accesdeE aw (t) Year. N chanpet ve metle a N suepenabn or Wantla~msnl
(4) Howakaoiir'iirenrieraw wdonsniuwMCnarqaMenNUrNnowawaNrauqn~aretr~epvnlam.
(~ry CpiUacSOr ~M ~ IneDecbrMSnly-four (24) hourt in advance for aH pedbne aM eMtl ieceNewilCSn appoval on inepeatlon card bafore
W~peas ot ~b
(9) ~ e P~ aiMyMwa~ dtlrawnnOS ana apadflatlona shWl na be consUUeO b be a pxmX ta, nor ai ePDmat W, enY vblauon W tha poNaime
qf Me OtiNdnp coMS a xry dher ortllnanoe,Nw, nAe or repulatlon.
Ttt18 PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDlNG INSPECTOR
CALL: 234-5833 24 HOURS PRIOR TO INSPECTION
mo
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 :
Date :
Property Owner:
Property Address
Contractor License No.
i ~
ComPanY
Phone:
Phone :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certihj that the setbaek distances proposed by this pertnit application are aceurate,
and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or
wvenants, easements or restrictions of reeord: that all measurements shown, and allegations
made are accurate; that I have reatl antl agree to abide by all co9 ~ ions printetl on this
application. and that I assume full re 21s~bility for compliance Jvith e Wheat Ridge Building
Code (U.B.CJ and all other appliwb~e eat Ridg~ \di n~es, far ork untler this pertnlb
, rt ~ - ~ ' ~S
Construction Value L ~
~ ~~~G
Permit Fee :
Use Tax:
Total :
(OWNER)(CONTRACTOR) SIGNED TE ,
Description
BUILDING DEPARTMENT USE ONLY
i Approval :
Zoning :
Approval:
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No :
Company :
Expiration Date :
Approval :
Plumbing License No :
Company :
Expiration Date :
Approval :
Mechanical License No :
Company :
Expiration Date :
Approval :
~ Pf6ns,F%
qu(red', 7 J Plghs Required _l
(11 This OermR was issuetl in accor7ance wrth the provisions set forth in yopur apphrabon antl is subject lo the laws of the State of Coloretlo antl to Ihe Zoning
Regulations antl Builtling Cotle of Nfieat Ridge, Coloraao or any other applicable orCinances of the Ciry.
(2) This pertnrt shall expire it (A) the wonc authonzetl is not wmmencetl wilhln sixry (60) tlays from issue date or (B) ihe huiltling auNOnzetl is 5uspantleE or
a6antlaneE for a penoO of 120 tlays.
(3) If this pemmt expires. a new pertnR may be acquired for a fee of one-hal( the amount normalry requiretl, provitled no changes nave been or will be matle in the
ongmal plans ana specificalions antl any suspension or abantlonmenl has not exceetletl one (1) yeac If changes are matle or if suspension or abantlonment
excee03 one (1) yeac full fee9 Shall be paitl for a neW permR.
(4) NO wolk Of dny mannef 5na11 De tlone that will Change thE naNr21 flOw ot Watef Causing a tlrainag2 ptOhlCm.
(5) Ccntr r shall nobry tne Building Inspecror hvenry-four (24) hours m atlvance for all inspecvons antl shall recerve written approval on mspection cartl before
oroce ~ng wi successrve phases ofthe)ob.
(6) The is ance a permn or tne apProvai of drawings antl specifwtions shall not be construea to be a permit for. nor an apOroval ot any violation of the provisions
of ine uiltli COoes or /any ot r or nfR. law. mle or regulation.
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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'cheat H~i~ae~ire Proteetion District Plans Review
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Reviev~ed by David M. Roberts
~.Inifcrn~ Fire Code Certi(icati~on #532J~
Colorado State Fire Suppression System
Inspector Certification #92-1J3
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