HomeMy WebLinkAbout3791 Depew Street, Unit Aft
PERMIT: L01 (� ADDRESS: �- {�
INSPECTION RECORD
P --
JOB CODE:
Inspection online form: http://www.ci.wheatridge.co.us/inspection
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Inspections will not be performed unless this card is posted on the project site
Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business
Foundation Inspections
Date
Inspector
Initials
Comments
102 Caissons / Piers
103 Footing / P.E. Letter
104 Foundation Setback Cert.
105 Stem Walls
106 Foundation wall Insulation
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground / Slab Inspections
Date
Inspector
Initials
Comments
201 Electrical / Cable/ Conduit
202 Sewer Underground Int.
203 Sewer Underground Ext.
204 Plumbing Underground Int.
205 Plumbing Underground Ext.
206 Water Underground
Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections
Rough Inspection
Date
Inspector
Initials
Comments
301 Rough Framing
302 Wall Sheathing
303 Roof Sheathing
304 Sheer Inspection
305 Insulation
306 Mid -Roof
307 Metal / Lath / Stucco
308 Rough Electrical Residential
309 Rough Electrical Commercial
310 Electrical Meter Residential
311 Electrical Meter Commercial
312 Temp. Const. Meter
313 Rough Plumbing Residential
314 Rough Plumbing Commercial
315 Shower Pan
SEE OVER FOR ADDITIONAL INSPECTIONS
-2OS
i,: IYA -1 Aq - ear
Rough Inspection (continued)
Date
inspector
Initials
' Comments
316 Rough Mechanical Residential
317 Rough Mechanical Commercial
318 Boiler / Furnace
319 Hot water tank
320 Drywall screw and Nail
321 Moisture board / shower walls
322 Rough Grading
323 Miscellaneous
Final Inspections
Date
Inspector
Initials
Comments
402 Gas Meter Release
403 Final Electrical Residential
404 Final Electrical Commercial
405 Final Mechanical Residential
406 Final Mechanical Commercial
407 Final Plumbing Residential
408 Final Plumbing Commercial
409 Final Roof
410 Final Window/Door
411 Landscape/Park/Planning
Inspections from these entities shall be requested
one week in advance.
For landscaping and parking inspections please
call 303-235-2846
For ROW and drainage inspections please call
303-235-2861
For fire inspections please contact the Fire
Protection District for your project.
412 Row/Drainage/Public Works
413 Flood plain Inspection
414 Fire Insp. / Fire Protection
415 Public Works Final
416 Storm Water Mgmt.
417 Zoning Final Inspection
418 Building Final Inspection
Note: All items must be completed and approved by Planning, Public Works, Fire and Building
before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not
constitute authorization of occupancy.
For Low Voltage permits please be sure that rough inspections are completed by the Fire District and
Electrical low voltage by the Building Division.
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection. Type: yQJ F E P
Job Address: 3 i9 / 49e -o � t,i 5 /-
Permit Number: 20 17® 77o51
❑ No one available for inspection: Time -L _ lAM/PM
Re -Inspection required. Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: O-- Aq —Inspector:��7'
DO NOT REMOVE THIS NOTICE
t iyCA
Date.
' , MMUN " t`VE1,1" Ci.' p'ienl errmt
Buildings & Inspection Services Division
7500 W. 291h Ave., Wheat Ridge, CO 80033 Purr Review Fee. -
Office: 303-235.2855 * fax: 303-237-8929
Inspection Line: 303-234-593
Building Permit Application
Property ; 3791 Depew St.
Property C' wnor please print): Met cher, Craig Phone:
Property Owner Email: metchI23@msn.com
Address: Same as above
fit , Sit, i
aArcltec nig n t Z tt: Phone:
contractor: Solar City
Contractors City License se #: 110035 Phone: 817-994-9743
Contractor E-mail Addiess: bkocis@solarcity.com
Sub Contractors:
Electrical: Plumbing: Mechanical:
W.R. City License # W.R. City License # W.R. City License
Other City Licensed Serb: tither City Licensed Sub:
City License # City License `#
Complete all information on BOTH sides of this form
Y' .fly a k � Mr la YM
a a a.M XY' a AY • �, N # w' a
M a a Y it a 1F !b y• � YR M a
Install a 3.12 kW roof -mounted grin -tied solar PV system,
Sq. FULF Btu's Gallons
Ps Squares Oftr
Version #42.2
����� fk'ltfff7A
'�"SolarGty,
September 9, 2015
a44091
Project/Job # 8026665
RE. COVER LETTER
Project; Perrins Row Lot 17 Community
3791A Cpew St,
Denver,00 80212tf!#l tt
R gitally igri d by aghavan
To whim t May Concern, [date; 2015.09.09 13:46:29 - 07*00'
Structural review was based on truss calculations for Perrins Row Lot 17 and the design criteria listed below.
Design Criteria:
- Applicable Codes = IRC 2012 / IBC 2012, ASCE 7-10, and 2012 NOS
- Risk Category = II
- Wind Speed = 135 mph, Exposure Category C
- Ground/Roof Snow Load = 30 psf (Unreduced)
m All NIPS: Roof DL = 10 psf, Roof LL/SL = 30 psf
Note. Per ISC 1613.1; Seismic check is not required because s = 0;187 < 0.4g and Seismic Design Category (SDC) = B < D
On the above referenced project, the components of the structural roof framing impacted by the Installation of the PV assembly have
been reviewed. After this review it has been determined that the existing structure Is adequate to withstand the applicable roofdead
load, Phi assembly bad, and live/snow loads indicated in the design criteria above.
I certify that the structural roof framing and the new attachments haat directly support the gravity loading and wind uplift loading from
PV modules have been reviewed and determined to meet or exceed structural strength requirements of the IRC 2012 / IBC 2012.
Please contact me with any questions or concerns regarding this project.
Sincerely,
Sri Ra havah, P.E.
Professional Engineer
Main: 888.765.2489, x5470
email* sraghavan@solarcity.com
SolarCity TrUSS: G3
3055 Clearview Way Projclyt Nam: 8026665
Component solutionstm San Mateo, CA 94402 Design cr J. Santiago
"I'luss (888) 765 2489 Date- 91912015 1 .08:13 JIM
tim
Vena5.18„50 [Build H 0
) page� I ft
SPan Pitch Qty CAR, OUR CANT L CANT Pi Ys Spacing WC TIPLY
34-1-0 2,112 1 1-2-0 1-2-0 0-0-0 0-0-0 1 24 in 155 INS
-2-0,
.. . . ..... ...
....
5-32 12 152-6 . 20-2-0 27.0-0 34-1-0
1,6x3l is
2f' 5X61
3xB I
501
7 . .... ........
3A I
4 —z
3x1 -13X4 1
2-1— 3
f 98
1004-18 - 5x3- 10
4X8
It
f
17 16 Is 14 13
08-18- 3x4- 6x25- 1,501
1,2501
0-0-0 2-” 2.0-0
---
5-3-2 10.2-12 154-6 20-2-0 27-0�0 4-0_.a
Loading General C Summary Deflection U (10c) Allowed
Wad (psn Hiliccode: IBC 20OW 'W: 0,98(1-2) test TU 1.17 41 Ld 343 t2 UISO
Roofs.". Bot 10 po TH 14007 OC: 0"' (17-1) Val ELI' 0A9 a) 111,829 tz L? 240
TCOL 10OWW') Ree t&rhn=wC: YO Well � O97 ai4o) HovTU 014 in 10
8CU 0 1101., M 9ro CVP Falo" Ka --1.5
SCOL: 7
PIACCAUM (h1LXYAn?)i OA,5,1-12,91 (4a-12,14,9.) (51, 2,3-4,9) QA"0'34,44i (116-S'l.12,41) Qt� '5,9j,
(IJ 1;3'-�1'4 )(104,0,3-8,03 (11142,140)
L
Reaction Summary
IT Tme 22C.'ovdxt %itfth laaiv4d foid it Will Mu PovId low, owe t Jbit box Want Ltuft MA t1lat Max lione
I ?ot (Wan I 9 A to spructpun,ru ZO as 1,715 lbs 0 IN
IQ H Run 1 3-S in SpoteelfoueFir 2.77 in 1,767 abs 0 IN
Material Summary Bracing Summary
'Ir, SPF 24(XV2.0 U4 cxomu TC Bi; ing sheidxd
7119 SPF 2100AA 2k6
Be S PF2,0OAA2x4 Be Bwar Maideed
A'lbs SPF 16SOrl,5 2%4 MOVI:
2-15 SPP Stud 2"1 4.14 SPF youd 2x4 8-10 SPF #2 2x4
4,15 SPF Swd U4 544 SN' Stud 2.4 9110 SPY SWd 2x4
Slider SPY 21001l.g 20
Loads Summary
D'Din Into fo% heou &%'atinil kv4heduvty Oratulsocal dedga snolytoal (K' In oeoWwitxwahA1;CT'7 -05 oxatom notol, with theleHowingu,,er
4dkxcd iupur; 30 trifittooAd mow Sod (Pgl NM AD AWOotoxi woffiaos limbont tooted ad Otic Brunei nw. kind ha ban usoj CrOacterfalore load (Fo - PO DOL -
1,15.
Z) Tins truss lco not boo dosiprod fbxlfwdTwv Ofultham"'d anew Wac
31 ht addakmt in diesnow Waillogipodfied on One dinging this tarts has W%O beta da'and Syr x nidtliar.lrrwi (TCUL)OI720 pst
41WompisloWatfiekeidurpo wolpthneevenh IRCIVe 1607A too uld boto qphmt
S)W wrovinuorwah WC Utile 16y7J,,4udono BCLLSdo not app�,,
lAwd Case DI: Sol Dead Load
Daribuild Loatks
marber tocgoo I 1poad." 2 flivetiou 12"d Saran Sea 9 E14 103d Inn alkUh
'top Chd Rak 3 Inr 3
Member Forces Summary TkIc nofimm Mantor W, am CSI, a" add AnQ; (wax ouVr Jbux iftfiffailta fooftam want kynx)
Ir 1x,3 0.069A ft", 4,$ 0,197 4,$40 IN $19 0102 401 IN
4
3.2 0,984 ,412 to% 54, 0.598 15,495 IN % 19 0.031 -17 Rs
24 0,467 "5,266 IN 6.9 0342 -3,126 Thu
BC 1041 0,409 3,1591bi 11,14 0A74 178 In$ 15-11 0M)l 4,769 An
.42 0,902 i912lbw 14.15 .. 0,$46 ..... Sj 22 In$ 17-1 0,94S 4291 all
Wdat 5-17 0391 -174 *5 542 0,453 2,478 VbS 841 0A75 ),141,141.=,
211 0`705 410lbs14-42 0,949 4,614 lbs S110 0,974 -I'm9lbs
4,15 0'27$ 41 thi (A to) 6'e2 0,482 1'269 Ras 940 0362 467 *%
414 0,46t) -743 IN 1243 1),$14 62 In,
544 0,396 -I'M lbs 6.11 0391 Q'ino On
Notes:
1) Whin any arm lnvs born diorm limpAlth, asonvice inspanou, Count t4abod paTT11 1-20024A3.4 4,41 be.sal, C1 - U4,
Z)Ai klotone wA, of this oule loo belt- dciipal wish opmn,i,woo inOwltit, lAcal
ll'rexs shall Mr inaglal .4hot (" oflech wtb pod pours.
3) Z kofiniun watootons Wool rearatin fcfi aliuvw as the loration(l) Am— Runs OCIA MM Ile adrituady dtalolnlflv' brawl, asci} MCLRR12AC E, For 4wiltou, io
CIA.s aid dotgnudbmAng socDAV EBREINFORCE,
NOTWEAopyoflhrsd.rick shall K, I .. u'hol i" Ot, mu— omktor.'nw,kmln 0 thi'l odbut.4 uusa i, bwW Un ti by tfiv'fo- Keue.1uft","oRdpelc-P- Q04` ac wrhy Simpson Stritnty- rityCoulpany
let Ruth hylke 000ding f)"upla'A lataD title w
Aing iudom yntorr—gver—oy Al,flay Mfiollwitu"' cool—nnt dc'rvt �6—' See do, w—
pope'md the. Ure"m Inrompoeu 'It' C- m8 'Nwo- pow to-d(hfiooal m1e.ratlou Ah co eximlowas load bava"dvtouxt 191 So400n SR q"%, fonj,aoy, h u, —oxd— w"Ii ESE 2 M, , All omror p1mo
aw 20 pwite, ..k,, the qoofiod plat sty es Crib red by "48" which vultcma an 1li gww pot 'S# 1$', whteh huhCate a hills rou'ron 1S WW phio,
ABBREVIATIONS- NOTES INDEX LICENSE
A AMPERE t WERE ALL TERMINALS OF THE DISCONNECTING PV1 COVER SHEET
AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN PV2 SITE PLAN
BLDG BUILDING POSITION, -A SIGN WILL BE PROVIDED WARNING PV3 STRUCTURAL VIEWS
CONC CONCRETE OF THE HAZARDS PER ART. 690,1T PV4 STRUCTURAL VIEWS TYPE EC # 6041
C COMBINER BOX 1 EACH UNGROUNDED CONDUCTOR OF THE PV5 THREE LINE DIAGRAM
D DISTRIBUTION PANEL MULTIORE BRANCH CIRCUIT WILL BE IDENTIFIED PV6 ELECTRICAL CALCULATIONS
DC DIRECT CURRENT BY PHASE AND SYSTEM PER ART, 210.5. CUTSHEETS ATTACHED
EGC EQUIPMENT GROUNDING CONDUCTOR . A NATIONALLY—RECOGNIZED TESTING
(E) EXISTING LABORATORY SHALL LIST ALL EQUIPMENT IN
EMT ELECTRICAL. METALLIC TUBING COMPLIANCE WITH ART. 110.3.
G SOLAR GUARD METER 4. CIRCUITS OVER 250V TO GROUND SHALL
GALV GALVANIZED COMPLY WITH ART, 250.97, 250.92(B) JURISDICTION NOTES
GEC GROUNDING ELECTRODE CONDUCTOR 5• DC CONDUCTORS EITHER DO NOT ENTER
GND GROUND BUILDING OR ARE RUN IN METALLIC RACEWAYS
HDG HOT DIPPED GALVANIZED OR ENCLOSURES TO THE FIRST ACCESSIBLE DC GENERAL NOTES 14
I CURRENT DISCONNECTING MEANS PER ART, 690.31E}.
Imp CURRENT AT MAX POWER
6. ALL WIRES SHALL BE PROVIDED NTH STRAIN
INVS INVERTERS RELIEF" AT ALL ENTRY INTO BOXES AS
ISC SHORT CIRCUIT CURRENT REQUIRED BY UL LISTING. 1. THIS SYSTEM IS GRID INTERTIED VIA A
kVA KILOVOLT AMPERE 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL -LISTED POWER COI DI` ZONING INVERTER. Ot
kW KILOWATT UL -LISTED LOCATION PROVIDED BY THE 2. THIS SYSTEM HAS NO BATTERIES, NO UPS.
LBW LOAD BEARING WALL MANUFACTURER USING UL LISTED GROUNDING 3.. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND Wh ge Building
MIN MINIMUM HARDWARE. INVERTER INPUT CIRCUIT ARE UNGROUNDED. Approved
MIR MIRROR 6. ALL EXPOSED METAL PARTS (MODULE FRAMES, 4, SOLAR MOUNTING FRAMES ARE TO BE GROUNDED �� .
{N NEW RAIL, BOXES, ETC.) SHALL BE GROUNDED USING 5. ALL WORK TO BE DONE TO 2012 INTERNATIONAL
NEC NATIONAL ELECTRIC CODE UL LISTED LAY—IN LUGS LISTED FOR THE BUILDING CODE. I
NIC NOT IN CONTRACT PURPOSE. POSTS SHALL BE MADE 6. ALL ELECTRICAL WORK SHALL COMPLY 'NTH THE
NTS NOT TO SCALE ELECTRICALLY CONTINUOUS WITH ATTACHED 2014 NATIONAL ELECTRIC CODE. 1 : Theissusnce of A peroa r f S" 6
OC ON CENTER RAIL. VACOM, utstionsshalt ftot be a UOMit ff. Or 0 3PPMVS' f, viowftftto
P PANEL BOARD 9, MODULE FRAMES, RAIL, AND POSTS SHALL BE theisions f Ib b�stt t e 1 rot
cel PL PROPERTY LINES BONDED WITH EQUIPMENT GROUND CONDUCTORS i toauthority ttIyCA"f he I slons tt
PV PHOTOVOLTAIC AND GROUNDED AT THE MAIN ELECTRIC PANEL. s Codes of nthetordinances Of th ritt`t�13t8 �sc�t �AIt
PVC POLYVINYL CHLORIDE 10. THE DC GROUNDING ELECTRODE CONDUCTOR
S SUBPANEL SHALL BE SIZED ACCORDING TO ART. VICINITY MAP
H SCHEDULE 250.166(8) & 690.47.
SS STAINLESS STEEL
SSD SEE STRUCTURAL DR WNG
STC STANDARD TESTING CONDITIONS
SWH SOLAR WATER HEATED
TYP TYPICAL APPROVED
UON UNLESS OTHERWISE NOTED
Wee ,w'.1dh oYRy
UPS UNINTERRUPTIBLE POWER SUPPLY
Building De
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CONFIDENTIAL - THE WOWAT N HEREIN JOB Nom: _ PRBC � A& Wheat Ridge OE 'ii(kP DE5�1:
8 C i METSCHER, CRAIG AND EMILY NEW TOWN BUILDERS PERRINS ROW CC ..�" �
CONTMED SHAD. NOT 6E USED FOR NIRAJ NISCHAL
BT it l YONE Ex r �cTr �. 3791A L EI EW ST, LCT 1 .1 w } ITC {INT ' SYSTEMPART ,. �,
NOR SHALL OTHERS OR N HOMES 12 KYOC RA KU2606XPA darGty.
ORGANIZATION, EX T IN C W � SYSTEW DENVER, CO 80212 �assc�ea� �,
THE SALE AND USE THE RESPECTIVE M. BASHORE SOLARCITY SLEEKMOUNT SYSTEM Mateo, CA
CITY EQUIPMENT. W17HO,IT PA NT P T: RATE
ON O TY INC.
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FOOTINGS STAGGERE[i
PV MODULE
ZE LEVELING F001'
�--2' TYP—� (N) ZEP INTERLOCK (E) 2x4 RAFTERS
@ 24" SPA0NG
HANGER BOLT
ECOFASTEN FLASHING
(E) COMP. SHINGLE
(E) ROOF DECKWG
a"W LAG BOLT
(2-j" EMBED, MIN)
(E) RAFTER
STANDOFF
Scale: 1-1/2" = 1'
(6)
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SOLARCITY SLEEKMOUNT SYSTEM
SUBSEQUENT MODULES
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U-'-N�-HZDTT( LN
id.. GATE RAFTER, MARK HOLE
(1) LOCATION, AND DRILL PLOT
HOLE.
SEAL, PILOT HOLE WITH
[(2) _PO LYURETHANE SEALANT,]
-STEN FTLAHIN
[(13�1 N IS - 7 C LWA
(4) ---WA E1A!TiIN BE;CK.
NESfNS
ACL LAG OL T EADI
WA-SHER. --
(6) ITSfTLL LNEITNG FOOTWH
WASHER AND NUT
(E) 2X6 TOP CHORD
(E) 24 WMS
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,.olarCity.
3055 Ctearview Way San Mateo, CA
94402 1
T.(650)638-1028 R(650)638-1029
(888)-SOL-CrTY (765-2489) www;solardtyxorn
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(iRUUNQ SPECS MAIM PANEL SPECS GENERAL NOTES � INVEIRT R SPECS
..MODULESPECS
LICENSE
DSD (N) 8 GEC TT VEER T PANEL�� MAN SERVICE � Inv 1s DC Ungrounded
INV � �I .,AREDGE sEt�A_.�,� � �LABEL: � (12)KYLERA Ku�LP� TYPE C a
41
Inverter; 3ftC' 240 7. k � Lrlfe Disco �nd "F, E ,,'V Module; 2SL,32.PtrG, 4DMM, �#� Frame, H4, ZEP« 1 V, 1 C fbcrSTH IRREVERSIBLE CRIMP �EL
400A L> ....R FUSED MAIN DISCONNECT
CT
peel
Number; INV 2
Meter Number: Vac: 38.3 Vprnax.31
INV 3Esc AND Ime ARE SHOWN IN THE DC STRINGS IDENTIFIER
r r# €7 rtrrr 7ne
B MILBANK CUTLER--HAMM
LOT 17 Meter Socket Disconnect 3 SC# AREDGE
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SE3000A -,US_-Z8-.0
100A/2E 2O C r�ov Solor ity
A LI
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TO �. _ ,. _ ECC/ DC * QC+
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PANEL
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0OA/2P
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PANEL
A/2P w
s
F
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TO (E ° CONDUIT IS TO BE MOUNTED MORE THAN 1/2" ABOVE ROOF
TIOUTON SURFACE TO PREVENT FURTHER AMPACITY DERATING UNDER
PAWL
NEC 310.15(8)(2)(C).
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41 40DA FUSED � _ �� �y
DISCONNECT FUER � (� }S EN SERIES - A NEMA 3R: 16ttL312CUS-21)0,21TRGS UNFUSED, Gt3UNisEiaDC
t.�f center; 125A, 12 24t1v, NEMA { 1 4 STR#NG JUNCTION scx
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( 1) tIL9Ar u4 00A, 1T — (12)SP OLARE erBox t2NA4A S
un#ger, 30OW, H4, DC to DC, ZEP
Tia 120/2400 D (N) 6 EGCjt C TO (E) � deter Socket; 2EKlAESQ Riragtess 7
SINGLE PHASE #}f ER GRE GEC IN (3) CLBA K K4977 -INT (� A s Safi dere copper
UTILITY SERVICE PANEL NTH � IRREVERSIBLE I d_ -SI e Trip GU DG221 iCiaA, 2 1/0 A�lG _ /+ •Copper
E 1) Grrf� RSI, s � � 8",
CRIMP PER ART. 250,64(C {1)CUTLERnHAM 30 40Voc, N AY ND EI.ECTR : LOCA (N) GROUND PER REG 690,47(D) 79 GROUND THE AY. C '1
Disconnect; 3iYA, 244Vcrc> Non -Fusible, NEMA
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(D): Distribution Panel
(DC): DC Disconnect
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(INV): Inverter With Integrated DC Disconnect
(LC): Load Center
(M): Utility Meter
(P01): Point of Interconnection
CtNROENVAL — THE INFORMATION WAN CONTAM SHALL
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Melissa Mackey____
11111pill III 11111-g 1111111 Poll MWNMN�
From: Deia Vonfeldt <dvonfeldt@newtownbuilders.com>
Sent: Tuesday, April 21, 2015 10:20 AM
To: Melissa Mackey
Subject: RE: Perrins Row -3791 Depew Street #A
Thank you. The cost would be $1300. The U value of the window is .3. There isn't a Framing Diagram- It was part of t
Master Set of Plans that we originally submitted, the Bay was shown as an Option. I
•
7-NTi%TRFME - I
4fflak7m-
17—M-4-MM13.
Sent: Monday, April 20 ,2015 7:15 AM
To: Deia Vonfeldt
Subject: RE: Perrins Row -3791 Depew Street #A
IMONfl-440
-'1T1n-?#FW-,TV4er( Vg-T(ISLdi Win oe kover wridt putung in a
regular window would be). Let me know if you have any questions.
Melissa Mackey
Permit Technician
Office Phone: 303-235-2855
Fax: 303-237-8929
City of
J
From: Dela Vonfeldt [mail o--.d-v-on-f-ei-dt-@-ne-w-t-o-wn-_bu_ild_ers.c_om]
Sent: Friday, April 17, 2015 5:26 PM
To: Melissa Mackey
Cc: Michael Abruzzi
Subject: Perrins Row -3791 Depew Street #A
Importance: High
I need to add a Bay Window to Parcel 17 on this building. I have attached a revised plot plan that shows the Bay, I
wasn't real sure what the procedure is to do this. Please let me know what else you will need from me and if we will
receive a revised permit or does it just get amended on your end?
EM
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type: ?u�
Job Address: 379 ��r'rw 57 A
Permit Number: 12 o 150 OD q 2
�JATVz
❑ No one available for inspection: Time AM /PM
Re- Inspection required: Yes No
* When corrections have been made, call for re- inspection at 303 - 234 -5933
Date: Inspector:
DO NOT REMOVE THIS NOTICE
♦�
City of
" jjgic
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857
February 26, 2015
OFFICIAL ADDRESS NOTIFICATION
NOTIFICATION is hereby given that the following address has been assigned to the property /properties as
indicated below:
PROPERTY OWNER(S): NT Perrins LLC
NEW ADDRESS: Wheat Ridge, CO 80212
Lot 1 — 5690 W. 38' Ave., Unit D
Lot 2 — 5690 W. 38 Ave., Unit C
Lot 3 — 5690 W. 38' Ave., Unit B
Lot 4 — 5690 W. 38 Ave., Unit A
Lot 5 — 5660 W. 38" Ave., Unit D
Lot 6 — 5660 W. 38 Ave., Unit C
Lot 7 — 5660 W. 38' Ave., Unit B
Lot 8 — 5660 W. 38' Ave., Unit A
Lot 9 — 5630 W. 38 Ave., Unit D
Lot 10 — 5630 W. 38 Ave., Unit C
Lot 11— 5630 W. 38' Ave., Unit B
Lot 12 — 5630 W. 38 Ave., Unit A
Lot 13 — 3795 Depew St., Unit D
SUBDIVISION: Perrins Row Filing No. 2
Jefferson County Reception Number for Plat: 2013143669
AUTHORIZED BY:
DISTRIBUTION:
Lot 14 - 3795 Depew St., Unit C
Lot 15 — 3795 Depew St., Unit B
Lot 16 — 3795 Depew St., Unit A
Lot 17 — 3791 Depew St., Unit A
Lot 18 — 3785 Depew St., Unit B
Lot 19 — 3785 Depew St., Unit A
Lot 20 — 3781 Depew St., Unit A
Lot 21— 3781 Depew St., Unit B
Lot 22 — 3781 Depew St., Unit C
Lot 23 — 3781 Depew St., Unit D
Lot 24 — 3791 Depew St., Unit D
Lot 25 — 3791 Depew St., Unit C
Lot 26 — 3791 Depew St., Unit B
DATE: 2 — Z 5 - - / 5
1. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419
2. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419
3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden,
CO 80401
4. Email to Jeffco IT Services at smitchel(a�jeffco.us
5. U.S. Post Office, 3700 Tennyson St., Denver, CO 80212
6. Email to erlinda j.martinez@ sps.g and krissv.i.summerfield(a usps.gov
7. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223
8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221
9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112
10. Wheat Ridge Water District
11. Wheat Ridge Sanitation District
12. Wheat Ridge Fire District
13. Wheat Ridge Planning Division
14. Wheat Ridge Building Division
www.d.wheatridge.co.us
15. Wheat Ridge Police Department
16. GIS Specialist
17. Log File
NOTE: Please notify all other parties concerned.
ADDRESS MAP UPDATED BY:
Vicinity May
DATE:
Nk