HomeMy WebLinkAbout5318 Nelson StreetPERMIT�0I0030ADDRESS: p � Jr JOBCODES°"I"'
Rough Inspection (continued)
Date
Inspector
Initials
Comments
316 Rough Mechanical Residential
317 Rough Mechanical Commercial
318 Boiler/ urnace
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
Lai
4
If��
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.
INSPECTION RECORD
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 day
PERMIT:n 'aD301 ADDRESS: JOB CODE:
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
CITY OF WHEAT RIDGE -
Building Inspection Division
234-5933 Inspection line
(3033)) 2 235-2855 Office (303
�r . 237-8929 Fax
3 )
INSPECTION NOTICE
Inspection Type: I e 1
Job Address: 3 1
Permit Number:
inspection: Timed AN I
❑ No one available for insp
t . - Yes No
Be -Inspection repu►red.
R call for re inspection at 303-2_ 3
*When corrections have been made,
Date - —1-1 �'' I /
3
Inspector*
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
r• yam"
s Resid. Windows/Doors PERMIT - 201800301
PERMIT NO: 201800301 ISSUED: 01/30/2018
JOB ADDRESS: 5318 Nelson ST EXPIRES: 01/30/2019
JOB DESCRIPTION: Replace 6 vinyl windows, like for like; 1 patio door with internal blinds;
u -value = .29 SHGC = .20
*** CONTACTS ***
OWNER (303)514-3371 CARPENTER CATHERINE
Y
SUB (303)646-9300 Dan
Elliott
022311 Assured
Roofing Inc.
*** PARCEL INFO ***
ZONE CODE: UA /
Unassigned
USE:
UA / Unassigned
SUBDIVISION CODE: 2318
/ RAINBOW RIDGE,
SKYLINE
ESTATES BLOCK/LOT#:
0 /
*** FEE SUMMARY ***
ESTIMATED
PROJECT VALUATION:
5,750.00
FEES
Window Replacement
50.00
Total Valuation
0.00
Use Tax
120.75
** TOTAL **
170.75
*** COMMENTS ***
*** CONDITIONS ***
Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be
safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24
inches of a vertical edge of a door.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
I,
building codes, and all applicable munici al codes, policies and procedures, and that I am the legal owner or have been authorized
by the leggal-ovtier of,the property and,am authorized to obtain this permit and perform the work described and approved in conjunction with
this errrfit. est that I ar 1# ally authorized to include all entities named within this document as parties to the work to be
p€orrne sand' and that ork b"n.ex o &.disclosed in this document d/or its' accompanying approved plans and specifications.
Signature of-' OWN R or CONTRACTOR (Circle one) Date
I`` -This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Budding
Official and may be subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed r conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a pe it shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable code or oranc re ulalion of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
ZEQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of'
W h6a-t 1 idg C
C.OMMUNH D1 V11 Loi'Mi "'L ' �'-'
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email pgrmitsCa�ci.wheatridge co us
FOR OFFICE USE ONLY
Date:
P/aMPermit #
Plan Review Fee:
Building Permit Application
'** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.
Property Address:
Owner
Property Owner
N
r•
Mailing Address: (if different than property address)
City, State, Zi
Architect/Engineer.-
Arch itect/Enginee
Architect/Engineer E-mail: Phone:
Contractor:
Contractors City License #: a'J Phone:
Contractor E-mail Address:_ (! n p7 �(,1C }- ��;�; �, p�Joo .10 i ;1A
For Plan Review Questions & Comments (please print):
Phone:
CONTACT NAME (please print): ? r ,n 1- . ` 4 Phone: ;; ; -
CONTACT EMAIL(p/ease print):_ _ (i [� rn
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
❑ COMMERCIAL
Description of work: (Check all that apply)
RESIDENTIAL
❑NEW COMMERCIAL STRUCTURE
❑ELECTRICAL SERVICE UPGR
❑ NEW RESIDENTIAL STRUCTURE
UPGRADE
❑ COMMERCIAL ADDITION ❑ COMMERCIAL ROOFING
RESDENTIAL ADDITION ❑. RESIDENTIAL ROOFING
WINDOLl COMMERCIAL ACCESSORY STRUCTURE (Garage, hed, decck eta)CEMENT
RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
(] OTHER (Describe)
(For ALL projects, please provide a detailed description of work to be pertormed, including current use of
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, e
amount of materials to be used, etc.) areas,
Y tYp and
J
+SGC - b , �Lo
Sq. FtJLF
Btu's
Amps Gallons
Squares
Other
Project Value: (Contract value or the cost of illimaterials and labor included in the entire g project)
a57 Don
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record, that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, thh cant for this building permit application, warrant the
truthfulness of the information provid!5. /
lication,
CIRCLE ONE: (OWNER) OR) (A
D PRESENTitT/VE) of (OWNER) (CONTRACTOR)
Si nature (first and last name
DATE:
ZONING COMMMENTS: DEPARTMENT USE ONLY
Reviewer: OCCUPANCY CLASSIFICATION:
BUILDING DEPARTMENT COMMENTS:
Reviewer.
Building Division Valuation: $
KONA
r V, M
WINDOWS & DOORS
A Division of Euramax International, Inc.
3950 MEDFORD DRIVE
LOVELAND, CO 80538
Phone: 800-827-4369
Fax: 800-601-3227
www.AmerimaxWindows.com
PACKING SLIP
PACKING SLIP NO.
DUE DATE
1656831 *1
01/03/18
SALES ORDER NO
DATE ORDERED
1656831
12/06/17
CUSTOMER P.O.
CARPENTER
SHIPPED VIA
PPD
COL
LOVELAND PICKUP
TO
OD -CF
QTY.
PROD • •-. . . 1
001 VW38002L Cart# 83
3800 2 LITE
3800 2 LITE
Craftsman Portrait 2 -LITE (XO) WHT 1
Block -Frame 59-1/4" x 59-1/2" Oriel:50.000% of Op.Sash 119 -UI
Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT
Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H
Argon Gas
Screen: RoIlFormed HALF FIBER
**U-Value=0.29 SHGC=0.20 VLT=0.45**
002 VW38002L Cart# 83
3800 2 LITE
3800 2 LITE
Craftsman Portrait 2 -LITE (XO) WHT 1
Block -Frame 71" x 59-1/2" Oriel:50.000% of Op.Sash 131 -UI
Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT
Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H
Argon Gas
Screen: RoIlFormed HALF FIBER
**U-Value=0.29 SHGC=0.20 VLT=0.45**
003 VW38002L Cart# 83
3800 2 LITE
3800 2 LITE
Craftsman Portrait .2 -LITE (XO) WHT 1
Block -Frame 59-1/2" x 47-1/2" Oriel:50.000% of Op.Sash 107 -UI
Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT
Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H
Argon Gas
Screen: RoIlFormed HALF FIBER
**U-Value=0.29 SHGC=0.20 VLT=0.45**
004 VW38002L Cart# 83
3800 2 LITE
3800 2 LITE
CUSTOMER COPY
1/30/2018 7:42 AM
Page 1 of 3
TDW200
TDW201
SOLD
Timberline Door Window Llc
SHIP
Timberline Door Window Llc
5715 MEADOW CREEK LANE
3950 MEDFORD DRIVE
TO
ATTN: ACCOUNTS PAYABLE
TO
Loveland, CO 80538
LOVELAND, CO 80538
USA
USA Ph:(970) 412-7743
QTY.
PROD • •-. . . 1
001 VW38002L Cart# 83
3800 2 LITE
3800 2 LITE
Craftsman Portrait 2 -LITE (XO) WHT 1
Block -Frame 59-1/4" x 59-1/2" Oriel:50.000% of Op.Sash 119 -UI
Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT
Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H
Argon Gas
Screen: RoIlFormed HALF FIBER
**U-Value=0.29 SHGC=0.20 VLT=0.45**
002 VW38002L Cart# 83
3800 2 LITE
3800 2 LITE
Craftsman Portrait 2 -LITE (XO) WHT 1
Block -Frame 71" x 59-1/2" Oriel:50.000% of Op.Sash 131 -UI
Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT
Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H
Argon Gas
Screen: RoIlFormed HALF FIBER
**U-Value=0.29 SHGC=0.20 VLT=0.45**
003 VW38002L Cart# 83
3800 2 LITE
3800 2 LITE
Craftsman Portrait .2 -LITE (XO) WHT 1
Block -Frame 59-1/2" x 47-1/2" Oriel:50.000% of Op.Sash 107 -UI
Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H, WHT
Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAR COLONIALFLAT 1V/1H
Argon Gas
Screen: RoIlFormed HALF FIBER
**U-Value=0.29 SHGC=0.20 VLT=0.45**
004 VW38002L Cart# 83
3800 2 LITE
3800 2 LITE
CUSTOMER COPY
1/30/2018 7:42 AM
Page 1 of 3
r1fAM
a
� w
WINDOWS & DOORS
A Division of Euramax International, Inc.
3950 MEDFORD DRIVE
LOVELAND, CO 80538
TDW200
SOLD Timberline Door Window Llc
5715 MEADOW CREEK LANE
TO ATTN: ACCOUNTS PAYABLE
Loveland, CO 80538
USA
Phone: 800-827-4369
Fax: 800-601-3227
www.AmerimaxWindows.com
Craftsman Portrait 2 -LITE (XO) WHT
Block -Frame 47-1/2" x 47-1/2" Oriel:50.000% of Op.Sasl
Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEA
Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEF
Argon Gas
Screen: RoIlFormed HALF FIBER
**U-Value=0.29 SHGC=0.20 VLT=0.45**
005 VW2200PD Cart# 86
2200 PATIO DOOR
2200 PATIO DOOR
2200 Rehau Door (OX) WHT
Block -Frame 59-1/2" x 79-1/2" 139 -UI, White Keyed Han
With Contour Glazing Bead
Left Glass: 1" -Double 1/8 LOWE 366 NEAT TEMP & 1/81
Rgt. Glass: 1" -Double 1/8 LOWE 366 NEAT TEMP & 1/8 l
Argon Gas
Screen: 1580 HALF BETTERVUE W/St.Steel Rollers
**U-Value=0.27 SHGC=0.20 VLT=0.47**
WITH BLINDS
006 VW38002L Cart# 83
3800 2 LITE
3800 2 LITE
Craftsman Portrait 2 -LITE (XO) WHT
Block -Frame 71-1/2" x 47-1/2" Oriel:50.000% of Op.Sash
Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEAT
Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEA
Argon Gas
Screen: RoIlFormed HALF FIBER
**U-Value=0.29 SHGC=0.22 VLT=0.50**
007 VW38002L Cart# 83
3800 2 LITE
3800 2 LITE
Craftsman Portrait 2 -LITE (XO) WHT
CUSTOMER COPY
1/30/2018 7:42 AM
Page 2 of 3
PACKING SLIP
PACKING SLIP NO.
DUE DATE
1656831 * 1
01/03/18
SALES ORDER NO
DATE ORDERED
1656831
12/06/17
CUSTOMER P.O.
CARPENTER
SHIPPED VIA
PPD
COL
LOVELAND PICKUP
I
OD -CF
TDW201
SHIP Timberline Door Window Llc
3950 MEDFORD DRIVE
TO
LOVELAND, CO 80538
USA Ph:(970) 412-7743
mm"'h"""r' "
WINDOWS & DOORS
A Division of Euramax International, Inc.
3950 MEDFORD DRIVE
LOVELAND, CO 80538
TDW200
SOLD Timberline Door Window Llc
5715 MEADOW CREEK LANE
TO ATTN: ACCOUNTS PAYABLE
Loveland, CO 80538
USA
Phone: 800-827-4369
Fax: 800-601-3227
www.AmerimaxWindows.com
PRODUCT I DESCRIPTION
Block -Frame 47-1/2" x 47-1/2" Oriel:50.000% of Op.Sasl
Left Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEA
Rgt. Glass: 3/4" -Double 1/8 LOWE 366 NEAT & 1/8 CLEA
Argon Gas
Screen: RollFormed HALF FIBER
**U-Value=0.29 SHGC=0.22 VLT=0.50**
CUSTOMER COPY
1/30/2018 7:42 AM
Page 3 of 3
PACKING SLIP
PACKING SLIP NO.
DUE DATE
1656831 *1
01/03/18
SALES ORDER NO
DATE ORDERED
1656831
12/06/17
CUSTOMER P.O.
CARPENTER
SHIPPED VIA
PPD
COL
LOVELAND PICKUP
I
�OD-CF
TDW201
SHIP Timberline Door Window Llc
3950 MEDFORD DRIVE
TO
LOVELAND, CO 80538
USA Ph:(970) 412-7743
INSPECTION RECORD
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection
INSPECTION REQUEST LINE: (303) 234-5933
Occupancy/Type
Inspections will not be performed unless this card is posted on the project site.
**Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation In3pections Date Inspector Comments
Initials
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground/Slab Inspections Date
Inspector
Initials
Comments
Electrical
Wall Sheathing
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
Sewer Service
Mid -Roof
Plumbing
Fire Inspection / Fire Protection Dist.
Do Not Cover Underground or Below/in-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Mid -Roof
OI
Fire Inspection / Fire Protection Dist.
Lath / Wall Tie
Final Plumbing
Rough Electric
Final Mechanical
Rough Plumbing/Gas Line
Roof L
L
Rough Mechanical
Final Building
Rough Framing
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.
Rough Grading
Insulation
Drywall Screw / Nail
Final Inspections Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof L
L
Final Window/Doors
Final Building
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 from the Fire District and electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
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:�`�
Job Address: 51 `C_..�.� 4t�r
Permit Number: 2-711041 Q
�-
❑ No one available for inspection: Time �o AN/Pm)
Re -Inspection required: Yes (N)o
When corrections ave been made, call e -inspection at 303-234-5933
Date: ` / I Inspector:I
DO NOT REMOVE THIS NOTICE
i CiTr1f�F VV�I� 4T RIDGE
Building, Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: a) , d
Job Address: 79--3/19 Ale S', -
Permit Number: -,-) 0 1 '7 C LIU- b G1
❑ No one available for inspection: Time - & AM/Q`
Re -Inspection required: Yes Eo
When corrections have been made, call for re -inspection at 303-234-5933
Date: l -I Inspector:
DO NOT REMOVE THIS NOTICE
1 s City of Wheat Ridge
Residential Roofing PERMIT - 201704164
PERMIT NO: 201704164 ISSUED: 07/17/2017
JOB ADDRESS: 5318 Nelson ST EXPIRES: 07/17/2018
JOB DESCRIPTION: Residential Re -roof to install CertainTeed Landmark asphalt shingles - 35
sq
*** CONTACTS ***
OWNER (303)514-3371 CARPENTER CATHERINE Y
SUB (303)271-0100 Rob Theis 090269 RJI Professionals Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,500.00
FEES
Total Valuation 0.00 PAS
Use Tax 220.50
Permit Fee 220.15
** TOTAL ** 440.65 L===D
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are
required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and
water shield is required. Eave and rake metal is required. A ladder extending 3 feet above
the roof eave and secured in place is required to be provided for all roof inspections.
Roof ventilation is required to comply with applicable codes and/or manufacturer
installation instructions, whichever is more stringent. In order to pass a final inspection
of elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer technical representative stating that "the application of the roof at (project
address) has been applied in accordance with the installation instruction for (roof
material brand name) roof covering" is required to be on site at the time of final
inspection.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
A e City of Wheat Ridge
Residential Roofing PERMIT - 201704164
PERMIT NO: 201704164 ISSUED: 07/17/2017
JOB ADDRESS: 5318 Nelson ST EXPIRES: 07/17/2018
JOB DESCRIPTION: Residential Re -roof to install CertainTeed Landmark asphalt shingles - 35
sq
I, by my signature, do hereby attest
applicable building codes, and all a
by the legal owner of the property o
this,permrt. I further attest that I a
performed and that all work p
work to be performed shall comply with all accompanying approved plans and specifications,
le municipal codes, policies and procedures, and that I am the legal owner or have been authorized
authorized to obtain thispermit and perform the work described and approved in conjunction with
f authorized to include all entities named within this document as parties to the work to be
A is disclosed in this document ander its' accompanying approved plans and specifications.
Signature of OWNER or C6Ni7RACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuanc or r ting of a all t b construed to be a permit for, or an approval of, any violation of any provision of any
applicable co ce this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dane Lovett 7�)- 1-70q 0q q
From: no-reply@ci.wheat ridge.co.us
Sent: Friday, July 7, 2017 1:58 PM
To: Permits CommDev LJ
Subject: Online Form Submittal: Residential Roofing Permit Application
Categories: Dane
Residential Roofing Permit Application
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
5318 Nelson Street
Lance Carpenter
3035143371
Icarpenter@arvada.org
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if
your contractor's license or insurance has expired, and you may update those
�.
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
5318 Nelson Street
Lance Carpenter
3035143371
Icarpenter@arvada.org
Do you have a signed Yes
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
CONTRACTOR INFORMATION
Contractor Name
Contractor's License
Number (for the City of
Wheat Ridge)
Contractor Phone
Number
RJI Professionals, Inc.
090269
3032710100
Contractor Email Address Naomi@rjipro.com
Retype Contractor Email Naomi@rjipro.com
Address
DESCRIPTION OF WORK
Are you re -decking the
roof?
Description of Roofing
Material
No
CertainTeed Landmark
Select Type of Material: Asphalt
If "Other" is selected Field not completed.
above, describe here:
How many squares of the 35
material selected above?
Does any portion of the
property include a flat
roof?
If yes, how many squares
on the flat roof?
No/
Field not completed.
TOTAL SQUARES of all 35,E `
roofing material for this
project
Provide additional detail Complete reroof; 5/12 pitch; 2 story
here on the description of
z
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract10,500
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant Naomi Ordonez
Email not displaying correctly? View it in your browser.
3
13551 WEST 43'x' DRIVE, UNIT O
GOLDEN, COLORADO 80403 Where Quality and Service Are One!
OFFICE: 303-271-0100 , LICENSED AND INSURED
FAX: 303-271-0200
j0 ❑ U NATIONAL
MM ROOFING AssocATIONs RJI PROFESSIONALS, INC.
A.
LGI,ee- Cr�rpeA-es"
CUSTOMER NAME(S)
5t -
CUSTOMER BILLING STREET ADDRESS
CITY, STATE, ZIP
a'�) 3 9'1
CUSTOMER PHONE NUMBER
PROPERTY STREET ADDRESS (if different)
CITY, STATE, ZIP (if different) COUNTY
We Propose �1
To furnish material and labor - complete in accordance with s cifi tions below for the sum of: $��
Payment to be made as follows: � C k down balance upon completion of work.
Materials present on roof: Asphalt ( layers Cedar Shake layers Cedar Shingles layers Flat layers
f 1. Tearoff existing f Layers on House Layers on ❑ Garage Layers on ❑ Other
2. Protect siding, bushes, pool, and yard with plywood & tarps when possible- Roller magnet yard & driveway upon completion.
1-3. Remove all roofing materials, stacks, vents, valleys, and flashing. Haul the roofing debris from the entire yard.
` L-4. Replace all rotten or damaged roof decking at a rate of IS Ct) per.laew, per worker, plus materials, or a sum of
$ , for a complete redeck over and above original bid price. heir
5. Remove all roofing nails as needed and re -nail all loose roof boards.
1 6. Apply ice and water shield Z up from all eaves J wide up all valleys.
/ 7. Cover remaining roof areas with Underlayment felt / 15 Ib. 30 Ib.
,V/A 8. Install new 24" Galvanized Color Clad Valley.
9. Install new roofing material: Type:
/ 10. Weight Z$J Color Style Lrw r Year Warranty
N R 11. Install 2 3" 4" 5" Galvanized plumbing stacks metal kitchen bath damper vent
heat flue low pitch high.
Ar A 12. Install heavy duty bird proof vents, color turbines colors other
A 13. Any siding repair to allow installation of new step flashing will be done at a rate of $ per hour. Per worker plus
materials over and above original bid price.
14. Install new step and counter flashing to existing chimneys $ over and above original bid price.
15, Allper fees and taxies included.
Year Labor Warranty Year Manufacturer's Warranty
OPTIONS
FORE IF SUBJECT TO INSURANCE ALLOWANCE AGREEMENT. O Initiated, the IOUoadng adds lew prmhione appiy:
A. Thus Sxent is valid only if Customer hasfug replacement cost insurance coverage (less deductible).
�s Work Villi h, other than . slorner's Insurance deductiffilet, unless Customer chooses upgrades or additional work that Is not approved by
Customer's insurer. Customer busby assigns all amounts doe from Customer's insurers and mo igagees for Company's Work to Company.
C. Customer will provide all documents and Information necessary (i) for submission of claims to Customerls insurer, and (tl) for payments to be made byCustom&t Insaear.add
moiov*s) Customer authorim Comparly to discuss scope of work and pricing with Customer's insurers and adjusters. Customer appoints Carly°as the Costaoers law" of
attorney to inspect and adjust the lass, and to collect and receive all insurance payments related to Companys Work.
0. All deed costs, overhead and profit allowed by Customers insurer, and any supplements approved by Customer's insurer for additional work upgrades, opijons;or cost Incleasas are to be
paid to Company. Company reserves Me right to request and receive additional payments from Customers Insurer due to material or labor increases, storm environment, or If
meawremants and other Information provided by Customer or Customers insurer am incorrect
E. Company may cancel this Agreement it Company and Customer's insurer are unable to agree on the scope of work and price for work covered under Customer`s insrmina polky.
INSURANCE COMPANY POLICY a CLAIM tl (IF'KNOWN)
I/we agree to t erns d conditions of eement, including all terms and conditions on the reverse side.
ST ER SIGNATURE 'DATEt OMER G RE TE
n Sc (c�� Z G tZ i -v
PRIN SALES REPRES TA VE NAME A D PHONE NUMBER SAL 11RESENTATIVE SIGNATURE DATE
int. I
tim
basement finish and bathroom remodel. I have passed all rough in inspections at this 71
point. I
will be ready for my drywall inspection in two to three weeks, and I will need some more time
to complete the project for final inspection.
City of
CommuNriy DEVELOPMENT
uwt=
R�#M
Address:
City, State, Zip:
I V I IN . 9
I �--ff
M
Building Permit Application
enclosed In usable space beneath
stairs, min. 1/2-inch drywall is
NI
W '313 (7e, ( f )
Direct c( milect slijcake alarms are
II
w11
I;
INSPECTION RECORD OCCupancV/TYpe
INSPECTION LINE: (303) 234- 5933_
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
S C;
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
IF INSPECTIONS DATE
INSPECTOR
INITIALS
COMMENTS
Caissons
Plumbing
/ (CEG) Concrete Ground
Mechanical
ng or Monolithic
Roof 7 11� sra
roof / French Drain
Building Final
rvice Lines
Fire Department
rvice Lines
R.O.W & Drainage
POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED
CONCRETE SLAB FLOOR
Electrical (Underground)
"'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION
OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
Plumbing (Underground)
Heating (Underground)
ROUGHS
E Sheathing
`;<,....
Lath / Wall tie
M
Mid -Roof
Electrical Service
��; Rough Electric
Rough Plumbing
��.; Gas Piping
:. Rough Mechanical
19CL911QP1A
:TIONS TO BE SIGNED PRIOR TO PROCEEDING
Insulation
Drywall Screw
FINALS -.-
Electrical
Plumbing
Mechanical
Roof 7 11� sra
Building Final
-
Fire Department
R.O.W & Drainage
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS. -
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
Parking & Landscaping
"'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION
OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
f;, - Pon - rmr T TLJ1C.9 -A OBI CORM TL-11Z IMCATWCO
♦ t CITY OF WHEAT RIDGE
�-j Building Inspection Division
(303) 234-5933 Inspection line
(303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type: /'Zg
Job Address: s31 ✓ 1✓r /�bn✓ S�.
Permit Number: �J o9362�
���'fGOUed
/� Fi /�z./'LPSS' Z7 }�Qr�1'�✓ G'c�.o� Z %.71c1G
FNlit$Gir .a�% G7 rG UC�'1f lc.tiDYr �`JG>.r'
I
j
❑ No one available for inspection: Time �/ AM
Re- Inspection required: Yes No
When corrections have been made, call for re- inspection at 303 - 234 -5933
Date: 12 -1? -y9 inspector: IF✓
DO NOT REMOVE THIS`NOTICE
♦ 11 A i CITY OF WHEAT RIDGE
~ Building Inspection Division
(303) 234-5933 Inspection line
r40001", (303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: S3! $ al~S~ s r
Permit Number: o93GaG
f-D
No one available for inspection: Time : r f AM/I~M
Re-Inspection required: Yes
When corrections have been made, call for re-inspection at 303-234-5933
Date: t 1C~ ~a Inspector:
T
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Bung Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: 531 <q NP14n m 5:4
Permit Number: Dl{' 3 G
❑ No one available for inspection: Time 1.16 AM '0M
Re-Inspection required: es No
When corrections have been made, call for rt -inspection at 303-234-5933
Date: Inspector: r
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
r (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: 5310 MFZ~ e,:= L7
Permit Number:
1,w ,:A77'sC 4.54e 10.
❑ No one available for inspection: Time ro% (AM
Re=Inspection required: Yes . No
"When corrections have been made, calf.. for re-inspection at 303-2345933
Date: f f .e7 Inspector:
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
r (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: i vr~L Aaj, c-
Job Address: S3/ 8 Ao C"e W S 7
Permit Number:
3G?~
d~ffO~rys2 l~c'~ ~e✓cv"~'r:~~
1_wr- Z-0
❑ No one available for inspection: Time fa 95° M/p,~~1
Re-Inspection required: 6 -No
'When corrections have been made, calf for re-Inspection at 303-234-5933
Date: //~/Jca Inspector:
DO NOT REMOVE THIS NOTICE
" 1 City of Wheat Ridge
Residential Roofing PERMIT - 093626
PERMIT NO: '.093626 ISSUED:P 10/23/2009
JOB ADDRESS: 5318 NELSON ST EXPIRES: 04/21/2010
DESCRIPTION:: Reroof 39 sqs
CONTACTS
owner 303/932-7S72 Lance Carpenter'
sub 303/816-1888 Derek Lindsay 02-2377 Infinity Restoration
IPARCEL :INFO
ZONE CODE: UA ` USE : UA
SUBDIVISION:- UA - BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED PROJECT VALUATION: 10,000.00
FEES
Permit Fee 235.70 "
Total Valuation ,00
Use Tax 180.00
TOTAL 415.70
Conditions:
6 nail installation mid-roof inspection required.' Board sheathing spaced more
than 'a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and
water shield :required from eave edge to 2' inside exterior' walls.'
***Contractor/Property owner shall provide ladder(s) secured in place for
inpsections.'-
Subject to field inspection.
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate. applicable
ordinances, rules or regulations of the City of Wheat Ridge. or covenants, easements or restrictions. of record; that all
measurements shown, and allegations made are accurate; that :I have read and agree to abideby 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
applic Is Whe R ge 0 finances, for work under this permit. Plans subject to field inspection.
Signature of contractor/owner :date
1. This permit was issued in accordance with the, provisions set forth in your application and is subject to the :laws of the
State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any. other applicable
ordinances of the City.
2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration
date. An extension may be granted at the discretion of the Building Official'.
3. If this permit expires, la new permit may be acquired for a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or 'abandonment. has not
exceeded one '.(1) year. If changes: have been or if suspension or 'abandonment exceeds one (1) year, 1full fees shall
be paid for anew permit.
4 No :work of any manner shall be done that will lchange the natural flow of water causing a drainage problem.
5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases. of the job::
6. The issuance of a permit. or the approval of drawings and'. specifications shall not be construed to be a permit for, nor
an approval of, ny violation of the provisions of the building codes or any other ordinance, law, rule or regulation.
All pl ~rE36'e is subject to field inspections.
Signature~f C✓✓//liZef:. Building Official date
INSPECT ION :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.
~o4W"E9rq, City of Wheat Ridge Building Division
m 7500 W. 291h Ave., Wheat Ridge, CO 80033 FDa
Office: 303-235-2855 ~ Fax: 303-237-8929 Inspection Line: 303-234-5933
Building Permit Application
Property Address:
Property Owner (please print):
Mailing Address: (if different than property address)
Address:
Zip:
Contractor:
Contractor License M 0 as 3
Sub Contractors:
Electrical City License
Company:
Exp. Date:
Phone-
Phone: 303 - 81(0 -1013fl
Plumbing City License
Company
Exp. Date:
Mechanical City License
Company:
Exp. Date:
Use of space (description):
Description of wore
Re.-Qoo~ )
I leye.
Sq. Ft./L.Ft added:
13I Construction Value: $ ID/ WD , 6D
(as calculated per we Bufidnq IQ(. Data sheet) -
3o 'T M rl:~ a y/(2
Yr / Plan Review (due at time of submittal): $
Squares 39 BTU's Gallons Amps
OWNER/ CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
is permit. Plans subj
under th ect t field insp
CIRLCE ONE:: (OWNER) CON ACTOR) or ERSONAL REPR7770)f N(O R) NTRATOR)
PRINT NAME: Cenby- SIGNATURE: ~
Date.
ZONING COMMENTS DEPARTMENT USE"ONLY
Zoning:
Reviewer.
PUBLIC WORKS COMMENTS:
Reviewer: -
BUILDING DEPARTMENT COMMENTS:
Reviewer:' OCCUPANCY:
FIRE DEPARTMENT:: ❑ approved W/ Comments ❑ disapproved ❑ no review required Bldg Valuation: $
, . 41.
idge
City of Wheat R
Residential Mechanic PERMIT - 060531
PERMIT NO: 060531 ISSUED: 06/22/2006
JOB ADDRESS: 5318 NELSON ST EXPIRES: 12/22/2007
DESCRIPTION: install 4 ton a/c unit, Westcoto do elec. hook up
CONTACTS
owner 303/432-7572
Lance Carpenter
c 303/426-1019
Debbie Ritter
02-1161 Rugged
Enterprises Inc.
g
sub 720/890-6133
Jeremiah Detrick
02-0724 WESTCO
ELECTRIC, INC.
PARCEL INFO
ZONE CODE: UA
USE: UA
BLOCK/LOT#: 0/
SUBDIVISION: UA
FEE SUMMARY
ESTIMATED
PROJECT VALUATZON:
3,395.00
FEES
Permit Fee
126.50
Total Valuation
.00
Use Tax
61.11
TOTAL
187.61
Comments:
install 4 ton air conditioning unit
Electrical must meet 2002 NEC, Westco to do electrical hook up
able
I hereby certify that the setback 3istances proposed by this permit application are accurate, and do not violatthatpall
ordinances, rules or regulations oE the City of Wheat Ridge or mvenants, easements or restrictions of record;
made are accurate; that I have read and agree to abide by all conditions printed on this
measurements ehown , and allegations
Ridge
application and [hat I assume full responsibility for compliance with the Wheat Building Code (i.B.C) and all other
applicabLe Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection.
Signa[ure of contractor/owner
date
1. This permit was issued in accosdance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zcning Regulatione and Building Codes of Wheat xidge, Colorado or any other applicable
ordinances of the City.
2. This permit sha11 expire if (A) the work authorized is not commenced within sixty (60) daya from issue date or H t e
building authorized is suspended or abandoned for a period of 180 days. rovided no
3. If this permit expires, a new Fermit may be acquired for a fee of one-half the amovnt normally required, p has changes have been or will be made in the original plans and speciEications and any suspension or abfullnfees shall
t
exceeded one (1) Year. If changes have been or if suspension or abandonment exceeds one (1) year,
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.
. Contractoi ahall notify the euilding inspector twenty-four (24) hours in advance for all inspections and shall receive
5
write,en approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be conatruedlaw,brule ormregulation
an approval of, any viola ion of the proviaions of the building wdes or any other ordinance,
ffi1 Ulan~r~i ~ 7ect to iE3~G inspections.
of
fical
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.
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number. C< 3 I
of "'"E'T ~ BUILDING INSPECTION LINE - 303-234-5933 Date:
^ a CITY OF WHEAT RIDGE
" m 7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
~°`°R"°~ APPLICATION
Property Owmer: l. t.aUL 9_?61,IT&Q
Proper[y Address: Phone: ~:y -y'J 2-1512
Contractor License No.: 'Z~ 1191
Company: QQCJC-JED Phone: IUIq
OWNER/CON7RNCTOR SIGNATURE OF UNOERSTANDING AND AGREEMENT
I hereby certify lhat the setback distances proposed by this permit application are
accurate, and do not violate applicable ordinances, rules or regulations of the City ot
Wheat Ridge or covenants, easements or resVictions of record; that all measurement5
shown, and allegations made are accurate; thal I have read and agree to abide by all
conditions printed on this application and that I assume (ull responsibility for
compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable
Wheat Ridge Ordinances, for work under this permit.
(O W NER)(CONTRACTOR)'.
Description: 1Qeby-y~&)_ 0.0 'Tov-i NC, kJI1,3 % r.
Sq. Ft. addad
Construction Value:$
Permit Fee:$
Plan Review Fee:$
i Jse Tax:1
T0t81:$
Expiration Date: Expiration Date: Expiration Date:
Approval: Approval: Approval:
(1) This permif was issued in accordance with the provisions sel forth in your application and is subject to the laws of the State of
Colorado and to ihe Zoning Regulations and Buiiding Codes of W heat Ridge, Cobrado or any other applicable ordinances of
the City.
(2) This permit shall expire if (A) the work authonzed is not wmmenced wilhin sixty (60) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes
have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one
(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit.
(4) No work of any manner shall be done [hat will change lhe natural flow of wa[er causing a drainage problem.
(5) Contrector shall notify the Building Inspeclor twenty-four (24) hours in advance (or all inspeclions and shall receive written
approval on inspection card before proceeding with successive phases of ihe job.
(6) The issuance of a permit or the approval of drawings and specifiwtions shall not be construed to be a permit for, nor an
approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation.
Chief Building Official
Electrical License No: 5bq'l. Plumbing License No: Mechanical License No:
Company:\~TCO 6LG-CTQ1C- Company: Company:
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 18007
BUILDING INSPECTION LINE -(303-2345933) Date : 11/5/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: MELODY HOMES
Property Address : 5318 NELSON ST
Contractor License No. : 21948
Phone : 466-1831
Company : Greater Western Fence Phone : 469-8261
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit applicalion are accurate, and
do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or
covenants, easemenls or restrictions of record; that all measurements shown, and allegations
made are accurete; that I have read and agree abide by all conditions printed on this
application, and that I assume full responsib" for comp n with the Wheat Ridge Building
Code (U.B.C.) and all other applicable W Ridge o ces, for work untler this perm#. ~
(OW NER)(CONTRACTOR)
Description : INSTALL 6' CEDAR YO WINGS
Valuation :
$350.00
Permit Fee :
$30.55
Plan Review Fee :
$0.00
Use Tax :
$4.20
Total:
$34.75
Use:
in
BUILDING DEPARTMENT USE ONLY
Z4ning Commerflik;'
Approval : TRC
Zoning : pRD
Builiitng Gammerits:
Approval :
Pub11c Works GBmmg~llts;
Approval :
Occupancy: Walls
SIC : Sq. Ft. :
oK Please n
Owner/ conhactor is responsit '
lines and constructing improven,
approved ptan and required deve
The City is not responsible for inac
submitted within the plan se[ and a.
errors resulting from inacwrate i
Roof
Electrical License No :
Company:
Expiration Date :
Approval :
Plumbing License No :
Company:
Expiration Date :
Approval :
'-:7 nroperty
~to the
czrdards.
irti,mij:ion
...ustmotion
-c.a:ion.
Stories : Residential Units :
Mechanical License No :
Company :
Expiration Date :
Approval :
(1) This permit was issuad in accordance with the provisions set foRh in yopur application and is subjecl to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Coloratlo or any other aOPlicable ortlinances of the City.
(2) This permit shall expire if (A) the work authonzetl is not commanced wilhin sixty (60) days fmm issue dale or (B) the building aulhorized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made 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 naturel Flow of water causing a draina9e problem.
(5) Contraqor shall notiy tfjg-Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wntten appmval on inspection card before
proce ' with ~ucEessive phases o( the job.
(6) SFr€' nc ait 9ikhp-approval of drawings and specifcations shall not be construed to be a permit for, nor an approval 04 any violation of the
e i~e5oranyotherordinance,law.mleorregulation.
Chief Building inspector
Please sign Terms and Conditions on reverse side of page.
COMMUNRY DEVELOPMENT OEPARTMENT 8uild'eq Permit Number.
T BUILDINGINSPECTIONUNE-303,274-G937 Dab:
' GTY OF WNEAT RIDGE
` 7800 YVEST 2YTH AVENUE
WHEAT WOGE,CO600S1-(3W,235.Z854) APPLICATTON
P"°pany°wner: M6a6~os
:
e
c
nm
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k
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erorr: 4
3
y
Mil
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wo- ~7
1.
Connsclor Licenze No.:
c°m°a°r
P'a"`'
CWNEAXXXITRACToa awrunrE aF owEwrANOM AM AoxEMeir
'
Conswction Value:S
i n..any wmy nM m. ..m.ac a
aunees aroow+e M me o«mt avak.non .w
xanto.anddenetvielabapplk~bMa~nn~~,rulosanplNb~sMIMCryd
pCfinItF2C:S
wnmt rtidpa or cavanrents, wsemenR or rmtrimo's or nmN; tlut a1t
plBR ReView FCC:~
m
aes~vemorRS dwwn, ane Nkyatlo~s maM uo sxasa: Ih.t I h.w n~e uw
apme Oo abNp by al mMMbm prNiad ai tlYs appfodon and tlW I wum M
ll.ce Taat'S
naPOnsibWY fot oompl'rnoe vdM 1M YNmI Ridps Buillinp Code (U.6.c) .M aa
otlm aPPkabN VNieat Ridyo Qdwnws,br work uMar tlik Vwmt. _ . I
TOtal:s
Descriptlon: (t~ 'to
\
sq. R. adaed
Ecpiratlon Date: Expiratlon Date: Expration Date:
Approval: ApprovaC Approval:
(1) ThisWrmTxasimuWinaocorEanpwMh IMqovisbeaalloAhlnyour appGcatlw endbaubjsdblMYwsdiMShhd
CoMWo and to IM Zoniq Rpulatlonr aM BWWkq CednM WMat Rida, Cobndo orarry otlw eppYcibb oNirsnoss of
tM GiYy.
(2) Thm panKsMl expn I W Ifr wak outlwrksd 4 rot oonrmr~vd wltldn ahly (80 daYa hom ianr dda or (8) Iho buOdYg
auMqrlaeA 6 susPended or aWndonW for aOsAod M 720 Owys.
(3) xlnbpoimitmpM. .rrwPemilmrWKVuiWbr.Mofom4aftlr.rtoudmmrhmVuY+d.Wa'qaanocharyos
n.w e.en «va w n.ae In me odynd p.m.nd ap.ak.tiom.na airy snponsbn w.e.rWanme n.s na.zce.a.d on.
(1) Yur. ndan0a Mvs Wen a Mauepenabn or oGanCOmwnt a aba om (1) Yar. NMfws sAU W patlbra newpsmiL
(n No wak ot ony manner alM W tlam tlwt wll drrge M mhu~l lbw of wbr wuM'q a drainmko wobkm
(5) ConlncUr sfall rrofifY IM BuY9rq Inwqqof NwHydour (24) hous In aOVanw fa d tpp~cfiom and a1W nwivs vMlbn
aYProvd on insDeaion ortl Eafom pmnadiip wiA sumuwo phaeas af IM Job.
(a) 7Ta bswnce of a Wmit w 1M oPProv+1 of dnrAnEs aM sOedMadwm sMl not M mnavud b Wa pmil for, nor m
approval ol, arry Wolatlon of tlw prevhJens o11M Cu➢diip wd" or ury o1Mr erdinanos, law. ruM or npulatfon.
Chiet Building Official
L'd LS82S£Z£0£T~Ol 29T9-b82-01L6 I 331,13A MD:W021J 80:6T b002-82-100
Electrical Licerue No: Ptumbirp license No: Mechanical License No:
Comparry: CompanY• ` Company:
' OCT.26.2004 617Za1
NO.0l1 P.3
P LO T P LA N FOR MELODY HOMES INC.
LOT 9. BLOCK -1, SKYLINE ESTATES. FlUNC 3
C17Y OF WHEBDOE. COUN7Y OF ~~F ,~g ~N ~5TATE OF COLORADO.
ADDRESS 5318 NELSON S"fREE'I` -
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Date:
A Certificate of Occupancy 1 Completion
has been requested for;
ADDRESS:
PURPOSE OP STRUCTURE:
Building Department Approval:
Remarks:
Zoning Approval:
Remarks:
0
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Public Works Approvai p,Z,/
Remarks:
Fire Marshali Approval:
(If Applicable)
Sanitation District Apl
(If Applicable)
Remarks:
Water District Approval:
(If Applicable)
Remarks
-7 I,4,
INSPECTIONS WILL 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) 234-5933
INSPECTION RECORD
~ .
JOBADDRESS TYPE OCCUPANCY
BUILDING PERMIT N0. DATE ISSUED
OWNER V~ C ~izI • LbYU-t
CONTRACTOR
SETBACKS FROM PROPERTY LINES: NORTH
SOUTH
EAST WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION DATE INSPECTOR
Foundations
Footings
Caissons
Reinforcing or Manolithic
Weatherproofing
~ 1O~cc}
~T' Cr pni ia N!l CnNCRETE UNTIL ABOVE F1AS tSEEN JI(aNtU
Concrete Slab Floor:
Electrical (Ground Work)
Plumbing (Ground Work)"'~'(m-t-
Heating (Ground Work)
~C fln NnT PnUR FLOOR UNTIL ABOVE HAS tfEEN JIGNED
Rough Electrical 1'11` G 4
V.T
Rough Plumbing ~ ` t7 ' ~
Air Test Gas Piping
WT
Rough Heating & Ventilation
Framing
Insulation
Drywall Nailing
Roofing
Refrigeration
Electrical Underground
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4
Plumbing
ii-
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i~- ~ - Q. c (
Frame
R.O.W. & Drainage
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Fire Department
Parking & Landscaping
°lc
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
occuPalVCY IS ISSUED
PROrECT THIS CARD FROM THE WEqTHER
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3:
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17396
BUILDING INSPECTION LINE -(508-284-5983) Date : 7/16/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: MELODY HOMES INC
Property Address : 5318 NELSON ST
Phone : 466-1831
Contractor License No. : 21279
Company : Melody Homes
Phone : 466-1831
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value : $182,150.00
I hereby certiy that the setback distances proposed by this permit applicalion are accurate, and
permit Fee : $1,896.19
do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
ents or restrictions of record; that all measurements shown, and allegations
t
Plan RevieW Fee : $150.00
s, easem
covenan
made are accurete; that I have read and agree to abide by all conditions printed on this
Use Tax : $2, ~$5.8~
appliration, and that I assume full responsibility for compliance with the W heal Ridge Building
rk under lhis permit
fo
r
wJo
,
Code (U.B.C.) and all other applirable Wheat Ridge ordinances
TOtBI : $4,231.99
~
~
~
,
~
'~T~ 12 ATE -I('J'
(OWNER)(CONTRACTOR) SIGNED ~
1 ls .91
Use
u5 3c~
g~
Description : 2087 A- GARDEN LEVEL, 3 CAR TANDEM GARAGE, FI
,
REPLACE IN FAMILY ROOM, AI2
CONDITIONING; 3.5 TON
pl(!AS0 NQti:
BUILDING DEPARTMENT US M constraa j:'
~i aPProvedp"lG -,L-~ "Sif..~t .on
The City is
Approvat : TRC submit:zd~% ' " V ~vn
Zoning : pRD ertors resmung 4om i"3 "L;T-'
Ciullding,E'~r.Qm~- nW 2 ENGWEERS SIGNED OFF ON FOUNDATION MASTER PLAN
Approval: CR
7/15/04. OK. SEE ATTACHED SHEETS •(~~jO
Approval : DFB
Occupancy : R-3 Walls : Roof : Stories : Residentiai Units : 1
Electrical License No : 21284
Company :Thunder Ridge Electric
Co.
Expiration Date : 2/28I2005
Approval : OKIKS
Plumbing License No :19354
Company :Millwood Plumbing &
Heating
Expiration Date : 5I25I2005
Approval : OKIKS
Mechanical License No : 17790
Company : Four Seasons Heating
Expiration Date : 5/30/2005
Approval : OK/KS
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subject lo the laws of the State of Colorado antl to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any olher applicable ordinances of the City.
(2) This pemit shall expire it (A) the work authorized Is not commenced within sixty (60) days from issue date or (B) ihe builtling aulhorized is suspended or
abandoned for a period of 120 days.
(3) If this pemit expires, a new pemit may be acquired for a fce of one-half the amount nortnally required, provided no changes have been or will be matle in the
onginal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment
exceeds 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 naturel Flow of water causing a dreinage problem.
(5) Contrecbr shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive wriHen approval on inspection card before
proceetliing with successive phases of
(6) The issuance of a p ~e a val of drawin s specifications shall not be construed to be a pertnit for, nor an approval of, any violation of the
provisions of t co or an ot nance, law, rule or regulation.
.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
DEPARTMENT OF PUBLIC WORKS
REVIEW FEE STRUCTURE FOR BUII.DING PERMIT APPLICATION
Date
Applicant: AM1~tPA Phone # V~` L{rv(.,'
LocationofConstruction: S318 A~~LSa.~I Sr2~~T-
Purpose of Construction: 5..~~~ F•r.•+~~d ,P~s~a~~ Building Permit Value:
Single Family X Commercial Multi-Family
DEVELOPMENT REVLEW FEES
Development Review Processing Fee: $100.00 $ o•co
(for dceumem processing)
Single Family Residence Review Fee: $50.00 S 50 , o0
(for review of appliqble technical documerts)
CommerciallMutti-Family ReNiew Fee:
•(for review of existing technical documeMS) S 100.00 S
•(for review of technical documents for construction in
Rightof-Way, Final Drainage Report, and Erosion ConVOI Plan) $500.00 b
S
CDO'f Access Pemut Fee: $100.00
(for documem application and pracessing)
Traffic Impad Study Review Fee: $100.00 S
(for documem review and processing)
F7ood Plain Variance Review Fee:
(for document revicN' and proe;essing)
Class I Application:
$300.00 $
Class I Publication/Notice
N/A
Class D Application
$750.00 $
Class II Publiqtion/Notice
$90.00 $
TOTAL REVIEW FEES (due at time of building permit issuance): $ o0
PLEASE NOTE THAT IN ADDTITON TO THE ABOVE FEES, TfERE VJII-L BE ADDI770NAL LICENS[NG AND
PERMITTING FEES REQUIRED FOR CONSTRUCT70N OF AAMOVEMENTS WTfFIIN PUBLIC RIGHT-0F-WAY.
SignatureofAppGcant Date 7' bL'/
Rw Ob03
oF wHE°r~
DPPARTMENT OF PUBLIC WORKS ~ -•l , '
BUlLD/NG PERMIT APPLICATiON REVIEW ~ t7j'
Datc:
5772E~7-
Location: 5316
Attention: Building Departmeflt
i have reviewed the anached materials submitted in application for approval of a S~.✓Gt.E FAH~t-y ~ESiDE,vGC
at the above rcfcrenced address Pleau note the summary commcnts bcbw.
1. ✓ Boundary Closurr. _ OK _ NW OK; refer to stipulations.
2. ✓ Drainage:
a. Drainage plan and report neoded _
b. Drairwge plan tat nKeded
c. Lot drainagdgading to be revitwed by Building Division ✓
d. Sitt drainagdgading provisiont have been reviewed and are: L-oz o vEP<o7-
✓ OK Na OK; refa to stipulations.
3. ✓ NPDES Permit Required: _ Yes ✓ No
4. ✓ Public lmprovcments:
a. stron Qaving needed:
Yes
✓ No
b. curb and guttu needed:
Yes
✓ No
c. sidtwalk needed:
Yes
✓ No
d. svut lights neoded:
Yes
No
C. storm sewer naded:
Yes
✓ No
f. Ietter of credit required:
Yes
✓ No
lf a letter of credit is requ'ved, for what improvements?
z✓a
Amount of Iener of aedit N/iY
5. ✓ Subdivisioo Agrxment required: Yes No
6, Devdopment Covenant requ'ved: _ Yes _ No
If Yes, fa
7. ✓ Traffic impact analysis and repori roquired: Yes - ~ No
8. State Hig6way Access Pamit needed: Yes No
9. ✓ New rosdway or alley R.O.W. dedicaaon recommended: _ Yes ✓ No
If yes, what is recommended7
10. ✓ All aeiuing dedicated rosdways/alleys meet the snidards of the City: ✓ Yes _ No
If no, which do rat and wfiat is requested: i✓/it
1I. ✓ APPROVAL: The Public Wwks Dcpartment has rcviewed this requat and haeby giva iu approval,
subject w the above andla attachod supulations.
„~,~-.-i-~-~-~--- 7/s/o .1
Signnmre David F. Brossman. P.L.S. Dare
12. NO APPROVAL: The Public Works Department has rcviewed this request and does nor give iu approval
tor the ieacons stated:
Signature David F. Btaasman. P.L.S. Gate
G+RA-D~Nb- GE~T~F~ciYr70~1 LE7TE.L° FRowt P.E.
13. ✓ Stipulaaoasanached: ✓ Yes _ No p~u.,et~ p,e~o,e Te rssu,r.~cs o~'G.o.
14. ✓ Summary Comments: ° dama to t►ie ezisUnt Public lmnrovemrnts u a result of this consuvction is to
--psirod to rtrca Cin swduds bv the Permii Auolicaeq orior to the issuance of Nc Catificate of
Occupancv A Ihsina¢e C.ertificaOOn Lena is roauired orior to tbe isswnce of the Catificau of Occuoancv.
COMMUNITY DEVECAPMENT DEPARTMENT
BUII.DWGTNSPECTTONLINE.303-23a-5933
CITY OF WFTEAT RIDGE
7500 WPST 29TH AVENUE
WHEAT RIDGEy CO 80033 -(303-235-2855)
A AHi IP. A~3'
Properry Owner: 00- (Dct'~{.
Pmpcity Addreu: 5311 UJJtiO(1~ ~
Conuactor Liccnse No.: '7 't 2- -7q
Company
,--71- c
Huilding Permit Number
bau:
Pbone ! 303 - Ck66 G~31
Phone:(3C3"
OINTEP/C0NiluC7pR SIGtiATUNE OF NUER$7qNDlf:G.VUO AGREEMENT
1 hcrcby certily rnai the zetbxk Aist~a yfopaseA by this ptrmil opplication ue utcuratC,
•nd dOna vieiote applicabk aadinvnecF rvks pt reaulations NthcCityof Wliwt Ridge ar
cavaunts, ascmaaa amaictions of raad: thet aII ~ts:ho W n. and aikgation c
madr arc accurat<: that 1 hevc rad anA aqu w wide 6y sn ~didon+ w;ntea ~ w:a
aypNcatim and thai 1nasume PoU roponsibiliry fin emmpiianct with ft WLai Ridgt
9uilding Code (U_S.C) and alI aher applicabk Whnt Ridge Ord'm~s, f« vqtk undef
this pamit. j n 7
Conswciion Value:~
Permit Fee:$ /d'ClG .
P1en Rcvicw Feo:$ /SC' e `
Use Tax:$
TO(2l:$
~
/Sa co
DESCItIPT10N: -7 Gq - J~ l,A..L_TQti.lt'~
~C~ir"u~-~~ Q^^ `&Szqiati
(J
HU1Lni1VG DEPAR7MENT USE ONLY
ZQHINp COMMlNT3:~~~///
Approval:~ 1 YD
zonmg, flzD
aUILoura Correwra: IrJP~
Approval: 2
/DGf~YtGt ~
AVsYC WOM(i COMMCMS: Q~~ FJ
npprovei: ay
Occupancy: Wal1s: Roof: Stories:
SIC: Sq.F[.:
~ L '
( ,y <
s ~
Raidential Units:
t
Electrical T,iccnse No: f 2'`0
CompartiY --F,J.U'at~ f /
U
Plumbing Liceese No: 1 913~y Mudanical Licrnse Na (~711 O
Conpany: g n . Company. AQ`GA~
~ ~ tti-~.t.~~
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DEPARTMENT OP PUBLIC WORKS
(303) 235-2861
7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED 711516,V ADDRESS 5310" Deaz 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 construcUOn) to an acceptable condivon, 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 existing condition(s) of the public improvemenu at this address.
If you have any questions, please contact me at 303-235-2864.
Sincerely,
A2,-.A-4A"""d-0~
David F. Brossman, P.L.S.
Development Review Engineer
Cc: File
Rev 4103
IZeussed
25'
Residential Worksheet (SF/Dualex)
Submittal requirements:
Copy of Deed 1?r~ Site Plan (to scale) F~f Elevarions El
Address: 5316 Nt(Sat Sf 4 • zo8i • At t2~
Zoning:
W0
Use:
QES
I,ot Size:
$400
sq. ft.
Lot Width:
Property in the flood plain? N 0
'lO ft.
Maximum Lot Coverage: 40 %
Proposed Improvements:
House: ZV69~ sq. ft.
Addition to House: sq. ft.
*Shed: sq.ft.
Detached Garage: sq. ft.
Proposed L.ot Coverage: (Total)
Required Setbacks: FR Z-O
Provided Setbacks: FR 2 S
33bo sq. ft.
Exisring Improvement(s):
House: sq. ft.
Shed: sq.ft.
Detached Gazage:
Other:
32. °J aro
S l. 52 $ ~•S
sq. ft.
2 VgaS' ~ sq. ft.
R lv
S 1 O• S S l O. s R 30. Z
sq. ft.
Maximum Height
3s ft.
Maximum Size:
la (w0
sq. ft.
Proposed Height:
MtLt~ ft.
Proposed Size:
'Z 6 gb' ~
sq. ft.
Access Notes
For one and two-family dwdlings, the first 25' of driveway azea from the existing edge of pavement into the site
shall be suA'aced with coacretq asphalt, brick pavers or similaz aaterials.
For all uses other than one and two family dwellings, no vehicle entrances or exiu may be closer than 25' to any
property line, except when used as joint access for two or more lou.
In residential zone distcicts, curb cuts shall bc at least 10 feet and not aare than 24 feet in width.
One and two-family dwellings may 6ave 6orseshoe driveways, provided that the strcet accesses aze at least 30 feet
apart, measured from the interior edges.
For all uses, one access point per property is persnitted
'Metal sheds in excess of 120 s.f. not allowed.
Laodscaoina Notes
For one-and two-family dwellings, onc tree for every 70 feet of street frontage is required.
1000/o of the front yard and 25% of the enarc lot must be landscaped prior to issuance of C.O.
Street trees requved: . Street trees provided:
~ ~ Infornlation
.ToBuild On
Englneer/ng • Consufdng • Testlng
Ivlelody Homes, Inc. Mazch 1, 2004
11031 Sheridan Boulevazd
Westminster, Colorado 80020 Job No. 532-35120
Subject: Sununary Report of the Geotechnical Evaluation for 5318 Nelson Street, Lot 9,
Block 1, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado
References: 1. "Geotechnical Engineering Report of Foundadon Recommendations, Lots 1
through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3,
Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532-
35120, Addendum 1, dated Mazch l, 2004
2. "A Guide to Sweiling Soils for Colorado Homebuyers and Homeowners," by
Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication
43, Colorado Geological Survey, 1997
Deaz Melody Homes, Inc.,
Professional Service Industries, Inc. (PSI) has completed a geotechnical evaluation for a portion of
the subject subdivision that includes the subject lot. This letter summarizes the data gathered and
our recommendations contained in the referenced report for the subject residence. This summary is
intended to provide information for the Homeowner and should not be used for construction or
foundation engineering purposes. The above referenced Geotechnical Report (See Reference 1)
should be utilized for construction or foundation engineering purposes.
SITE EXPLORATION
Site exploration consisted of drilling one boring neaz the anticipated center of the subject residence.
The boring was advanced to a total depth of 21 feet below the existing ground surface. Samples of
the subsurface soils were collected in the field and returned to our laboratory for subsequent
analysis.
SUBSURFACE CONDITIONS
The soils encountered in the boring drilled on the subject lot generally consisted of 21 feet of
overburden soils consisting of fill and gravelly sand.
Bedrock was not encountered below the existing grade at the time of drilling.
Groundwater was not encountered below the grade existing at the boring location when checked at
and/or subsequent to the time of drilling.
EXPANSIVE SOILSBEDROCK
As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision
include expansive clays that will swell upon an increase in moisture content. Experience has shown
that some increase in moisture content of the expansive clays beneath the proposed residence and
surrounding improvements should be expected due to site development and associated landscape
irrigation.
Professional Service Industries, Inc. • 4765 Intlependence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625
Melody Homes, Inc.
Skyline Estates, Filing No. 3
Lot 9, Block 1
FOUNDATION RECOMMENDATIONS
Job No.532-35120
March 1, 2004
Page 2 of 5
Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B-
Narrow Spread Footings or Footing Pads are considered the most appropriate foundation system
for the single family residence proposed on this lot. A grade beam and narrow spread footing or
footing pad foundation system is utilized to concentrate the loads from the structure on the
individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock.
In addition, a void box or air space is constructed below the grade beams between the footings or
footing pads to help concentrate the loads on the footings and isolate the bottom of the grade beams
from the expansive soils and/or bedrock.
FLOOR SYSTEMS AND SLABS
Basement Floors. Basement floors in the Front Range azea are commonly constructed as either
structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell
potential of the subsurface profile. The determination of whether or not a slab-on-grade floor
system is suitable for a particular site requires an assessment of whether slab movement is likely to
occur, the potential amount of slab movement, and whether the potential movement will result in
unacceptable performance. A slab performance risk evaluation as described in Exhibit A is
typically used to provide such an assessment.
Structurally supported floors should be used in all non-basement finished living areas in the
proposed residence. Structurally supported floors are also recommended in basement areas where
the slab performance risk is categorized as high to very high.
Slab-on-grade construction has been used successfully in the Front Range area for basement floor
support on lots where the slab performance risk is categorized as low to moderate. There is risk of
slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as
discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this
potential risk and homeowner responsibilities for maintenance of vazious items as discussed later.
Slab performance risk associated with the soils and/or bedrock materials anticipated to influence the
basement floar system on this lot have been judged to be in the low risk category. As a result, a
slab-on-arade basement floor system is deemed suitable for use on this lot.
Experience has shown that basement slab-on-grade performance has generally been satisfactory on
sites where the slab performance risk is judged to be low to moderate. In the Front Range area,
basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common
and is generally considered "normal" on sites in the low to moderate risk category. While such
movement and/or cracking may not be cosmetically desirable, they aze generally not anticipated to
adversely affect performance of the basement slab or foundation provided that all recommendations
for slab-on-grade construction and homeowner maintenance described below are closely Followed.
This discussion assumes the basement is non-habitable. In light of the preceding information, if the
homeowner elects to construct improvements in the basement, the improvements must at least be
constructed in accordance with the "Slab-on-Grade Construction Details" presented below.
Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios are
normally constructed as slabs-on-grade and are usually incorporated into the construction of a
typical residence. In areas where expansive soils are present, non-basement slabs are likely to
undergo some heaving and cracking. Performance of these non-basement slab-on-grade e]ements in
areas of expansive soils is variable and unpredictable. At the present time solutions using readily
Melody Homes, Inc.
Skyline Estates, Filing No. 3
Lot 9, Block 1
Job No. 532-35120
March 1, 2004
Page 3 of 5
available construction technology considered to be within practical, cost effective limits aze not
available to preclude movement of these slab-on-grade elements.
Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal and should be
expected. Cracking can occur not only as a result of heaving or compression of the supporting soil
and/or bedrock material, but also as a result of concrete curing stresses. The homeowner should
closely follow the precautions listed below for ail slab-on-grade construction. These details will not
reduce the amount of slab movement, but aze intended to reduce potenrial damage should heaving of
the supporting subgrade take place. It should be noted that significant swelling of expansive soils can
occur, even with a small increase in moisture content, and some increase in moisture content is
inevitable as a result of development and associated landscaping. However, extreme moisture content
increases can be lazgely controlled by proper and responsible homeowner maintenance and irrigation
practices.
1. Slabs should be sepazated from all exterior walls, column posts, interior bearing members and
utility lines to allow independent vertical movement of the slab (i.e., construct a"floating"
slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is
recommended that flexible boots be used on all non-pressurized utility lines above the floor
slab.
2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with
minimum 3-inch flexible connections between the plenum and the air ducts or piping.
3. A muumum 3-inch void space is recommended above, or below partitions that aze placed on
the slab. In finished areas, all furring strips, drywall and paneling should stop at least 3 inches
from the top of the slab. The void space can be covered with a molding strip. Doorways and
stairwells should also be designed for this movement. Recommended construction details for
partitions, doorways and stairwells aze presented in Exhibit B. NOTE: Movement of slabs
supported on expansive soils/bedrock could exceed the parfition void space recommended
above. These void spaces are not intended to anlicipate total potential slab movement They
are intended to prevent immediate damage to the superstructure and serve as an indicator of
slab movement. They must be monitored and maintained bv dze homeowner for the life of the
structure.
4. Exterior patio and porch slabs should be constructed m a manner such that movement of these
slabs does not adversely affect or get transmitted to the residence foundation or superstructure.
The Owner should seek the assistance of a professional geotechnical engineer when
considering patio and /or porch improvements.
5. Isolarion of garage door tracks and door jambs from the garage slab should be maintained by
the homeowner throughout the life of the structure.
DRAIN SYSTEM
An individual perimeter foundation drain system has been recommended around all basements and
below grade habitable floor space. The drain should discharge to a positive gravity outfall away
from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is
utilized as the primary discharge mechanism, it is recommended that a sump pit also be constructed
Melody Homes, Ina Job No. 532-35120
Skyline Estates, Filing No. 3 Mazch 1, 2004
Lot 9, Block 1 Page 4 of 5
as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a
pump should be installed by the homeowner to remove the water. The pump should dischazge into
existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The
homeowner should periodically check the sump pit to verify that the pump is operating properly,
and accumulated water is being removed. The ptupose of the perimeter foundation drain system is
to help remove water that may accumulate around the foundation, and ultimately keep water out of
below grade azeas. The foundation drain is not intended to prevent an increase in the moisture
content of the soils or prevent moist conditions in crawl space areas or beneath slabs.
CRAWL SPACE AREAS
A ground cover moisture barrier and adequate ventilation is recommended in all crawl space areas
to help control humidity in the crawl space and living azeas above. The use of black heavy gauge
polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the
moisture barrier. A minnnum overlap of three feet is recommended for unbonded polyethylene
sheets. The crawl space ground cover should be kept free of organic material and debris during and
after construction.
LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION
Proper maintenance of the areas surrounding the foundation can affect performance of the structure.
Our experience has shown that if the Homeowner properly maintains the items summarized below,
wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with
the structure.
1. The backfill should have a positive slope away from the foundation walls on a11 sides. The
grade can be reduced somewhat if pavements or slabs will cover backfill areas. The minimum
decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent)
with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low areas,
these areas should be filled and compacted with a fine-grained soil to establish the posirive
slopes mentioned above. The addition of rock, bazk, or mulch in low areas to establish positive
slopes is not acceptable.
2. Downspouts should discharge into splash blocks that extend beyond the limits of the
foundation wall backfill and a minimum of 5 feet from the foundation. Splash blocks should
be sloped away from the foundation walis. The use of long downspout extensions instead of
splash blocks is recommended. Downspout extensions should not be buried in such a manner
that the outlet is obstructed in any way. If downspout extensions are buried, they must be
constructed of non-perforated pipe. We recommend that splash blocks, or any impervious
material, be placed beneath sill cocks and extend at least 3 feet horizontally from the
foundation wall.
3. Particular care should be taken during final landscaping of the site. If the Homeowner desires
to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk
of future damage to the structure or slabs-on-grade is increased It is advisable to plant only
vegetaYion that requires very little irrigation or only natural precipitation for survival next to or
near the foundation or exterior slabs.
Melody Homes, lnc.
Skyline Estates, Filing No. 3
Lot 9, Block ]
]ob No. 532-35120
March 1, 2004
Page 5 of 5
4. Installation of decorative landscaped areas such as gravel, bazk, wood mulch, etc. is advocated
as an alternative to planting next to foundations and exterior slabs. These azeas should be
underlain with polyethylene or geotex$le fabric. To reduce water infiltration, the slopes
recommended above must be maintained. The edge of decorative areas should be constructed
above the adjacent lawn or ground surface, and should not impede drainage with gcass stops.
Refer to Exhibit C for a recommended typical decorative installation.
5. Sprinkier system water lines should not be installed next to foundarion walls. If a sprinkler
system is installed, the sprinkler heads should be placed so that the spray from the heads does
not fall within five feet of the foundarion walls. Where pracricable, main sprinkler lines, zone
control boxes, and drains should be conshucted at least 10 feet from the foundation walls.
Lawn irrigation should be limited to only the amount necessary to maintain normal growth.
Excessive watering must be avoided.
6. Swales and drainage routes established during site development and final grading on the
subject lot must not be altered and must be maintained by the homeowner.
CONSTRUCTION OBSERVATION
The recommendations that aze summarized herein were made prior to start of construction of the
subject residence. It is possible that subsurface conditions may be encountered at the time of
construction that aze different from those anticipated at the time of this writing. If significandy
different subsurface conditions are encountered at the time of construction, the type of foundation
and/or basement floor system to be constructed may change. If foundation or floor system
recommendations change, the Builder should notify you of the change.
SUMMARY
This letter is only a summary of our findings and recommendations for the subject lot, and is
intended for the potential customer who is considering purchase of the home from the Builder.
Should the home be sold in the future, the seller should pass this letter on to any subsequent
purchasers.
PROFESSIONAL SERVICE INDUSTRIES, INC.
~
~
Ryan Lepro
Staff Engineer
Attachments:
Exhibit A- Slab Performance Risk Evaluation
Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells
Exhibit C- Recommended Landscaping Details
EXHIBIT A
SLAB PERFORMANCE RISK EVALUATION
The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell
upon an increase in moisture content. These expansive materials occur at or neaz the ground surface
throughout most of the Denver metropolitan azea. There are risks associated with construction on,
and living in azeas of expansive soils that cannot be completely eliminated by either engineering or
construction techniques. While the risk of damage cannot be eliminated, the home building
industry has developed effective methods to mitigate damage.
The determination as to whether slab-on-grade construction can or should be used for a particular
application requires an evaluation of the likelihood or risk that slab-on-grade movement wili occur,
and if movement does occur, whether the potential movement will result in unacceptable slab
performance.
What constitutes unacceptable slab performance is subjecrive, and includes consideration of the
amount of total slab movement, differential slab movement, and cracking that occurs as a result of
differential slab movement. The performance of a slab-on-grade depends upon the interaction of
many factors, many of which cannot be accurately Irnown or predicted. These factors include
details of the slab construction as well as the behavior of the soil and /or bedrock material that
underlie the slab.
Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors
including geologic structure, the local and regional soil and bedrock profile and iYs variability,
material types below the slab, engineering properties of materials below the slab, existing stress
state, density and moisture content of materials below the slab, swell and/or suction potential of the
soil and bedrock material below the slab and nearby, depth and magnitude of future moisture
increase, existing and future ground water conditions, presence and location of neazby surface water
sources, type and configuration of basement, tolerable movement for intended use, performance
history and experience in the area, surface topography, previous and futwe grading, surface and
subsurface drainage, site landscaping, irrigation and vegetation.
Assessment of future slab-on-grade performance involves consideration of all the above factors.
Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and
requires considerab]e experience and judgment on the part of the geotechnical engineer. Such an
assessment is referred to as a"siab performance risk evaluation" (SPRE). Slab performance risk
evaluation is an engineering judgment that is used as a predictor of the general magnitude of
potential slab-on-grade heave, and the risk of poor slab-on-grade performance. Altttough the results
of laboratory swell testing to determine the measured swell percentage or swell potential of
individual samples of a soil or bedrock material is an important consideration in this process and
one that has been used extensively for more than 30 years in the Denver metro area, the results of
swell testing performed on a given lot or subdivision alone aze only an indicator of how an
expansive soil may behave, and used alone aze not sufficient to effectively assess future slab-on-
grade performance. Unfortunately a large percentage of people tend to focus solely on the results of
laboratory testing when evaluating the risk of expansive soils in their home buying decisions.
Professional Service Industnes, Inc Page 1 of 3 March 1, 2004
In an effort to provide some uniformity in terminology and provide a relarive correlation of slab
performance risk to the results of swell tests (i.e. measured swell), the Colorado Association of
Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part
of a 1996 document titled "Guideline for Slab Performance Risk Evaluation and Residential
Basement Floor System Recommendations". The risk categories developed by CAGE aze
reproduced below:
TABLE II
RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND
CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES
Slab Performance
Risk Cate o
Representative*
Percent Swell
500 sf Surchaz e)
Representative*
Percent Swell
(1000 sf Surchat e
Low
0 to<3
0 to<2
Moderate
3 to < 5
2 to < 4
Hi
5 to<8
4to<6
Ve Hi
>8
>6
*NOTE: The representative percent swell values presented in the above table are not necessarily
measured values; rather, they are a judgment of the overall swell of the soil and bedrock profile
likely to influence slab performance.
Representative swell can be thought of as the range of swell percentage which, in the opinion of the
engineer, best represents the swelling characteristics of the soiis and bedrock within the anticipated
zone of moisture content increase (often referred to as the depth of wetting) below foundation
excavation depths when considering all of the above factors. A current design assumption for the
zone of material subject to an increase in moisture content below basement slabs-on-grade is
approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The
engineer should evaluate potential wetting depths based upon geologic conditions and the site
specific soil profile.
Movement of foundations and concrete flat work constructed in areas with expansive soils will
occur over time regardless of the performance risk category judged to be representative of a given
site or azea. However, the anticipated severity and frequency of damage has generally been
observed to increase with increasing slab performance risk category. Few detailed studies
correlating perceived slab performance risk with actual performance data have been performed to
date in the Denver metro azea for numerous reasons, including insufficient and inaccessible repair
and maintenance records as well as inability to survey the condition of existing occupied homes.
However, the results of studies that have been performed recently in the Denver metro azea have
validated this observation: Criteria used in the study to evaluate slab performance included a
maximum crack height of 1/4 inch, a maximum crack width of 1/4 inch, and a maacimum differential
elevation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the
three criteria is shown below:
Professional Service lndustries, Ine. Paee 2 of 3 March 1, 2004
Basement Floor Slab Performance
~
~
60
m
50
x
~
40
W
o
~
30
y
~
20
=
a
10
o
N
0
°
Low Moderate High Very High
Slab Performance Risk Category
Structurally supported floors, also known as structural floors, aze generally considered the most
effective way to reduce the likelihood of basement floor movement due to soil heave. There aze
other design issues associated with structural floors, such as ventilation and increased lateral loads,
air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not
constitute a perfect option and in many cases aze not the best option. Based upon the combined
experience of iYs members, CAGE advocates the use of structurally supported basement floors on
sites where the slab performance risk is categorized as high or very high. Some homebuilders
subscribe to this methodology and their standard practice is to use slab-on-grade basement floors on
sites where the slab-on-grade performance category is judged by their geotechnical consultant to be
low or moderate. In the case where the homebuilder does not provide the buyer with an option to
select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with,
or understand the floor recommendations and associated risk as explained herein, PSI recommends
that the homebuyer retain the services of a qualified geotechnical engineer experienced with
residential construction in the Denver metro area to assist in reviewing the available geotechnical
information and associated recommendations.
PSI also recommends use of structurally supported basement floors for lots where the slab
performance risk is judged to be high or very high. On low and moderate swell potential sites,
differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal
movement can be exceeded.
In construction of residential structures, the risks associated with swelling soils and bedrock can be
mitigated, but not eliminated, by careful design and construction procedures. The home building
industry has developed design and construction methods which have reduced frequency of slab-on-
grade and foundation distress over the past 10 years. Homeowners must accept that slab-on-grade
construction and, in some instances, foundations may be affected by swelling soils. At the present
rime, heaving of concrete flat work such as driveways, patios, gazage floors, etc. cannot be
precluded using readily available construction teclmology within practical, cost effective limits.
Professional Service Industries, lnc. Page 3 of 3 March 1, 2004
~
Spike as required Partition
I ~
for stability
~
t~
Molding, nail
at bottom onb~N~ void Space
Drilled hole Concrete
slab
111=~~~~~,~~,;, ll~_
Wood 2 x 4,
nail to slab
NO%i Infornzation VOID SPACE DETAIL FOR
L/""~'~ ToBuildOn PARTITIONS ON SLABS
Englneering • Consutting • Testlng EXHIBIT U
Brick or
siding
5' Minimum
Frame
Rock or bark area sith donnspout Watl
extended beyond edging Sod
I 1.=1 I I._~ ~ i, • •
~ Foundation
Wall
Perforated edging or
equivalent to alloe
release of water trom
rock or bark area
Maintain minimum alope
of 107: away from foundation
Minimum 8 Mil
Polyethylene or Geotextile
Fabric sloped away from
Poundation under edging
to top of grass ~M~~ Information RECOMMENDED LANDSCAPING
LI~"'~ .ToBuildOn PROCEDURES
Eng/neeifng • ConsuWng • TesHng EXHIBIT C+
P LOT P LA N FOR W MELODY HOMES.C.
LOT g , BLOCK 1, SKYLINE ESTATES, FILING 3 ,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO.
ADDRESS 5318 NELSON STREET
NO0°24"26
10' U.E.
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2087
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NELSON STREET
GENERAL NO1E5
1. THIS PLOT PLAN DOES NOT SHOW LOCPTION OF YIiNDOW NELLS. FOR THEIR
LOCATION SEE SiRUCTURAL ENGWEERED PLANS.
2. DIMENSIONS SHOWN AROVND THE PERIMETER OF THE STFUCiURE ARE TO iHE
E%TERIOR FOUNDA710N CORNERS.
3, PROVIDE AND MPINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS
PER WARRANTY REOUIREMENTS. (0.55 MINIMUM SLOPE FOR CONCRETE PANS.)
6. THIS PLOT PLAN SHOWS PROPOSEO IMPROVEMENTS ONLY. FINAI. CONSTRUCTION
MAY VARY.
5. FOR OUESTIONS REGPRDING THE FOUNDFTION DURING E%CAVAnON, FORM
SETTING, AND HOUSE CONSTRUCTION REFER i0 THE ENGWEERED FOUNDAiION PLANS.
INFO STAKE:
MODEL 2087 LH
3 CAR
ELEV. A
LOT AREA (S.F.) =
8,400
HOUSE AREA (S.F.) =
2889.3
COVERAGE=
34.4%
BLDG. HEIGHT=
79.9'
AVG. BLDG. HEIGHT=
14.9'
AVG. F.G.= 43,p
& APPROVED FOR STAKING
° HOUSE AT MINIMUM SETBACK
Lt~trvu: UUUTILITY PEDESTALS
~ Z
CHECK FORMS BEFORE POURING
OTICE REQUIRED
WATER SERVICE Ie=PROPERTY LINE
0::
48 HOUR N
O
OO SANITARY SEWER SERVICE B
W
BRON
~ Z
° 2' STnGGER REOUIRED
OF
T
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~
40% LOT CO
RAGE FOR
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~~FIRE HYDRANT EASEMEN
V
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QMELODY HOMES
C^LL UTIuTM NOTIFICATION
MINIMUM SETBACKS:
ScALE: 1°=20'
INC.
CENTER Of LOLORADO
FRONT: 20.0
DATE:06-15-04
ffost SNERIDAN BLVD.
1-C8200-e922-1987
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A'ESTMlNSTER C0. 80020
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BY: BMA
PXONE: (303) 466-1837
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wh U I+ JOB NO.8305840
NOTES: ogs 14---jd
" „ DEPRE SED BRICKLEDGEe 4 X 1Q 1. FOUNDATION WALLS TO BE 8" THICK l1NLESS NOTED 4TN ERWISE. 4f> X 1011 DEPRE SED BRICK LEDGE, COM P lJ TER FILE-
1-8}p P- 8 ►t 4 ► 0t► 2. PROVfDE A V01D SF'ACE ABOVE OR BELOW PARTITIONS OVER SLAB QN
~ 1 83 4 Ft 16 f -aN GROUNQ. DRYWALL OR PANEC.ING TQ BE APPLIED Ta ALLQW VERTICAL 3 0_81r q.>_g>r 3 a_8rr 16 >-0n 4 a 0ar M - 2087AC---SK3F- r ~
1f-1 0 1 /2" 16 >-3>) r? MOVEMENT AT TOP QR BaTT4M° CQVER WITH MOULDING. SEE QETAIL 1, V-10 1 2 ~ a 1-14 1 2 tr p_3~, 1t_10 12r► 16
3. WRAP STEEL PIPE C4LUMNS AND UTILITY LINE5 WITH 3 LA YERS UF 30 LB. FELT WNERE THEY PASS THRU SLAB. ..1 ~ SH{((",^,,^" ~ ET NO. xtr ~ , . .
12 '--o)1 20 !-of9 4. GRUl1T BEAM POCKETS SOl.ID AFTER BEAM IS SET . 12 !-0f1 20 d-o$_ Ti's ~ hV~ g kyl' ~T 1!'.~
5. PROVIDE REINFDRCING AROUND DEEP BASEMENT WiNDOWS A S 5HOWN
,ARL)EN LEVEL ON DETAiL 2. T A N D A R L DO"*' 5"Ts.~~ 3 s r`
:E TANL)EM GANAGE 0 P T ~ N TANDEM G A R A P T 10 11 _ 1,., I1
1, SEE ARCH. PLANS FOR DETAILS, ~ 1/411 _ 1- li 1. SEE ARCH. PLANS FQR DETAILS. OF AM.....
TE FaUNDATION. T S-1 F4R COMPLE 2. SEE SHEE 2, SEE SHEET S-1 FOR COMPLE TE FOUNDATCON. 3, SEE SHEET 5--2 FOR r~
RAL NflTES. ETAILS & GENE 3. S EE SHEET S -2 FUR SECTlaNS, D SECTIONS► DETAILS 8c GENERAL NOTES.
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