HomeMy WebLinkAbout5360 Newcombe Streeti
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line !
(303) 235-2855 Office • (303) 237-8929 Fax j
INSPECTION NOTICE
Inspection Type: Ib
Job Address: 3 �rc
Permit Number: O/ %038'/,3
v
❑ No one available for inspection: Time
Re -Inspection required: Yes IVo
When corrections have been made, call for re -inspection at 303 -234 -
Date: Inspector:
DO NOT NOT REMOVE THIS NOTICE
t
F
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line_:�9�j
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 11
Job Address: Orf
AQ
Permit Number: O/ %0
❑ No one available for inspection: Time 1 0 AM/PM
Re -Inspection required: Yes !N )
When corrections have been made, call for re -inspection at 303-234-5933
/91
Date: Inspector:
DO NOT REMOVE THIS NOTICE
4� City of Wheat Ridge
Residential Roofing PERMIT - 201703813
PERMIT NO: 201703813 ISSUED: 07/12/2017
JOB ADDRESS: 5360 Newcombe ST EXPIRES: 07/12/2018
JOB DESCRIPTION: Residential Re -roof to install Laminated asphalt shingles with 35 sq.
*** CONTACTS ***
OWNER (303)463-2971 GRANT GERALD T
SUB (303)424-7663 John R. Emrich 170179 Reroof America Contractors
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,500.00
FEES
Total Valuation 0.00
Use Tax 346.50
Permit Fee 315.25
** TOTAL ** 661.75
*** 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.
w 4( City of Wheat Ridge
Residential Roofing PERMIT - 201703813
PERMIT NO: 201703813 ISSUED: 07/12/2017
JOB ADDRESS: 5360 Newcombe ST EXPIRES: 07/12/2018
JOB DESCRIPTION: Residential Re -roof to install Laminated asphalt shingles with 35 sq.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be
performed and that all w�grk to be pertonned is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of bWNER 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, po plans
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 maybe subject to a fee equal to one-half of the original ermit 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 and procedures 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 issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of� j�,Offic t Date
REQUESTS MUS MADE BY 11:,INESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dane Lovett
From: no-reply@ci.wheatridge.co.us
Sent: Thursday, June 29, 2017 11:25 AM
To: Permits CommDev
Subject: Online Form Submittal: Residential Roofing Permit Application
Residential Roofing Permit Application
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
5360 Newcombe Street
Gerlad Grant
3034632971
Field not completed.
1Wr
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
Reroof America Contractors
3034247663
Contractor Email Address jpowell@reroofamerica.com
Retype Contractor Email
Address
DESCRIPTION OF WORK
Are you re -decking the
roof?
Description of Roofing
Material
Select Type of Material
If "Other" is selected
above, describe here:
jpowell@reroofamerica.com
No 'Z
Reroof 35 SQ Laminated Comp
Asphalt
Field not completed.
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
roofing material for this
proj ect
Provide additional detail House and Shed 5/12
here on the description of
i
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract 16500
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 Brain Boake
Email not displaying correctly? View it in your browser.
AkREROOF
J* AMERICA
Insured:
11701 q 303-424-7663
303-456-4013 Fax
COPT7RACTORS
6820 North Broadway
Suite H&I
Denver, CO 80221
Address: -5--3-LO AJE 6 -k --O M5 Z7 --<S
6CI-1f , C--& � c6c)
Policy#:
MEMBER
13OUNAMNAL
, ROOFU4G
'CONTRACTORS
ASSOCIATION
CO Lic #: 232269
Insurance Co: A /-) A
Claim#: &W 17,1074 7
This agreement is for FULL SCOPE OF THE INSURANCE PROCEEDS and does not obligate
homeowners or REROOF AMERICA CONTRACTORS CO, LLC. unless the homeowners insurance company approves
repairs. By signing this agreement the homeowner authorizes R EROOF AMERICA CONTRACTORS CO, L.L.C. to pursue all
repairs at a price agreeable to the insurance company and REROOF AMERICA CONTRACTORS CO, L.L.C. at NO COST
TO THE HOMEOWNER EXCEPT FOR THE INSURANCE DEDUCTIBLE. The final price agreed on between the insurance
company and REROOF AMERICA CONTRACTORS CO, L.L.C. shall become the final contract price of the full scope of the
insurance proceeds. Payment will be made separately after work is completed for roofing, siding, gutters, or other repairs.
Signature of Insured -
Date: 12 - 17 Service Consultant: 17
A&A -Arvada
i CITY OF WHEAT RIDGE
_:�9�Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE l
Inspection Type:
Job Address: {
Permit Number:'
❑ No one available for inspection: Time _t(.,ZZ_1/ FAVI/PM
Re -Inspection required: Yes N
When corrections have been made, call for re -inspection at 303-234-5933
Date: ?' c?? Inspector:
DO NOT REMOVE THIS NOTICE
INSPECTION RECORD, oG�t,pahovmvpe
'VINSPECTION LINE (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS
COMMENTS:
Footings /Caissons
Plumbing
Stemwall./ (CEG) .Concrete
Encased. Ground
R, Mechanical.
Reinforcing or Monolithic
Weatherproof I French Drain
Building Final
Sewer Service Lines
- Water :Service Lines
y `fire Department
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
CONCRETE SLAB FLOOR round)
'Electrical (Underg
Plumbing (Underground)
Heating (Underground)
Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
ROUGHS
Sheathing
Lath / Wall tie
Mid -Roof
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
i
Rough Mechanical
ABOVE INSPECTIONS TO DE SIGNED PRIOR TO PROCEEDING -
Framing
'Insulation !:
Drywall Screw
I� .FINALS
i ..
r - Electrical
Plumbing
R, Mechanical.
Roof
f
Building Final
y `fire Department
r R.O.W & Drainage
.INSPECTIONS FOR PLANNING S. ZONING, FIRE AND PUBLICE WORKS
SHOULD RP-CAI 1 Fn AT 1 =FAST ONF- WFPV�PRI -FI NAL INCPECT -_
� arlGng & LaD(fS('aPi_ — _ --
------ y . -,. — -
�— - £NOTE: QLL 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...
' OF A CERTIFICATE OF OCCUPANCYNOR PERMISSION FOR OCCUPANCY.
VCCUPANCY °NOT PERMITTED UNTIL' CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
♦ 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:
nm
Job Address: L A?,Pu)etty c ~f'
Permit Number: 0Cf 37t; 9
y rn
❑ No one available for inspection: Time j~ 'M PM
Re-Inspection required: Yes Ilo J
W h e n c o r r e c t i o n s have been made, call for r -inspection at 303-2345983
a
Date: fl-13-0 Inspector. 7. uJ
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: D
Job Address: 5 3 GO N IEUk d R R E 5
P,lermit Number:
CAtJ CrJVvr'e C~ fNDtJ4E
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
*When corrections have been made, cafl for re-inspection at 303-234-5933
Date: 0 `1 Inspector: / Jfj Y /'tiL-
DO NOT REMOVE THIS NOTICE
♦ ♦ CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: ~iutr
Job Address: 5-3 ea) ,r r~ P
Permit Number: J 9 , i - cs
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
*When corrections have been made, call for re-inspection at 303-2345933
r
Date: /s9 Inspector:
i
DO NOT REMOVE THIS NOTICE
' A 4' City of Wheat Ridge
_r
Residential Roofing PERMIT - 093758
PERMIT NO: 093758= ISSUED:' 11/02/2009
JOB ADDRESS: 5360 NEWCOMBE `ST "EXPIRES: .05/01/2010
DESCRIPTION:; Reroof-40 sqs
**CONTACTS
owner 303/263-4640 Gerald Grant
sub 303/359-4223 Alan Leake 06-0175 Foothills Roofing (DBA)
`PARCEL INFO
ZONECODE: UA '.USE: UA
SUBDIVISION:' 0049 BLOCK/LOT#: 0./
FEE SUMMARY ESTIMATED PROJECT VALUATION: 11,510.00
FEES
Permit Fee
272.10 Total Valuation .00 S l
Use Tax
*>t 479.18 ..:79.26
TOTAL 4
Conditions:`.
6 nail installation& mid roof inspection required.' Board sheathing spaced more
an a i/L ox
er shield i
'Contractor/
Dsections.".
)ject to fie
Thi.G -
an inch apart requires plywood overlay on entire roof. ice and
equired from eave edge to 2' inside exterior walls.
Property owner shall provide ladder(s) secured in place for
ld inspections..,.
iat th etbac distances proposed by this permit.: application are accurate, and do not violate applicable
or re u ation of the City of Wheat Ridge. or covenants, easements or restrictions of record; that all
Ad9nr/rd'n s made are accurate; that I have read and agree to abide by all conditions printed on this
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other.`
£or work under this permit. Planssubject to field inspection.
' Hate
issued in accordance with the provisions set forth in your application and is subject to the :laws of the
to and to. the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ie City.
1 expire: 180 days from the issue date. Requests for an extension must be received prior to expiration
ion may be granted at the discretion of the Building Official.
xpires,:a new permit may be acquired for a fee of one-half the amount normally required, provided no
a or will be made in the original plans and specifications and any suspension or abandonment has not
year. If changes:. have been or if suspension or abandonment exceeds one (1) year, full fees shall
aD -:DUILLINV Vrr1un: (5V}.).Lbb Ldbb
CNESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
~oF ""E?Tq City of Wheat Ridge Building Division Date:
7500 W. 29"i Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929 Plan
co<oaaoc Inspection Line: 303-234-5933 permit 7
Building Permit Application
Property Address:
Property Owner (please pdnt):(~ LA-ra L-,All 4= Phone
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Contractor:
0
Contractor License Phone: -3 ~y - y-2 o 3
Sub Contractors:
Electrical City License Plumbing City License Mechanical City License
Company: Company Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval:
Approval:
Use of space (description): tys r 0&= I LA Construction Value: '-I sy-01
Description of work. (as calculated per the Building aluatlon Data sheet)
`b
S Plan Review (due at time of submittal):
Sq. Ft./L.Ft added: Squares t-0 BTU's Gallons Amps
OWNER/ CON TRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
1 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
under this permit. Plans subject to fi inspection.
CIRLCE ONE:: (OWNER) (CONTRACTOR) t r PERSONAL REPRESENT TIVE of W R) (CONTRATOR)
PRINT NAME: - = SIGNATURE: Date: jf,2
w~
os
wCD
N 7
W n
A p
~
tD N
W C7
On ~
W O
7
N
3
N
<
m
v
m
m
=3
3
a
~ SD
A
3
N
A
0
m
0
~
d
C-
0
Q
D
a
O.
A
N
N
.e,
.-j
's
~
n
rqL
0
~
r J
I-Wi
L
POL
`
(D
S
N
V
(D
0
=
o'
N
,
OD
N
~ N
N CD
W z
(7
N
(D
N N
n
7
~
Z
~
v
C
m
r
~
vm
C Z
0 0
~m
~
~
' & WHt4l
~ m City of Wheat Ridge
cOLORpv 0 Residential Addition PERMIT - 060399
PERMIT NO: 060399 ISSUED: 05/23/2006
JOB ADDRESS: 5360 NEWCOMBE ST EXPIRES: 11/23/2007
DESCRIPTZON: add a new deck
CONTACTS
owner 303/463-2971 Gerald/Sandra Grant
PARCEL INFO
ZONE CODE: UA USE: UA
SUBDIVISION: UA . BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 1,961.82
FEES
Permit Fee 90.10 Plan Review Fee 56.57
Total Valuation •00
Use Tax 35.31
TOTAL 183.98
Comments:
add new deck
JH: PRD
CROOt: okay with notes, subject to field inspection
I hereby certify that the setback 3istances proposed by this permit application are accumte, 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 accura[e; that I have read and agree to abide by a11 mndi[ions prin[ed on this
applicat.ion and that I assume full responsibility for compliance with the wheat Ridge Suilding Code (I.B.C) and a11 other
appli4able Wheat Ri Ordinances, for work under this permit. P1ans subject to field inspection.
„1° :51'z r'lf'l
1. This pezmit was issued in accordance with the provisions se[ forth in your application and is subject to [he laws of the
SCate of Colorado and to the Zoning Aegulations and Building Codes of wheat Ridge, Colorado or any other applicable
ordinances of the City.
2. This permit shall expire if (A) the work authorized is noC commenced wi[hin sixty (60) days from issve date or (B) the
building authorized is suspended or abandoned for a period of 180 days. rovided no
3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, p has changes have been or will be made in the original plans and specifications and any suspension or abfull.nfees shallot
exceeded one (1) year. If changes have been or if suspeneion or abandonment exceeds one (1) year,
be paid for a new permit.
4. No work of any manner shall be done that wi11 change the natural flow of water causing a drainage problem.
5. Contractor shall noCify the Building Inspec[or twenty-foux (24) hours in advanre 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 [o be a permit for, nor
tion visions of the building codes or any other ordinance, law, nle ar regulation.
an apprwal of, an ' !
All plan revie s e~ field inspe -ons.
Signature of Chief Building Offical~ date
INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
of WHEqp ~
~ 9~ City of Wheat Ridge Building Permit Number:
~ m Community Development Department Date:
~ IL tl'OR
c~C ORPO~ <c.R.
. BCd.~.,D.RNVI PE", -I.E APPLIGA TIO1Y
Property Owner: 6E24/9 'T' 4 SaNn~~ 5. LiRA u~~
Property Address: 5'3 6m .i(F[v(~Sf 57'- Phone: 303- z1,63-2 991
Contractor License No.:
Company:
!'<K
Phone: 3.3-2ti3-,1,6y0
OWNER/CONTRACTOR SIGNATURE OF UNDERS7ANDING AND AGREEMENT I Buildinq Dept. Valuation Figure:
I hereby certiry that the setback distances proposed by this permit application are
accurate, and do not violate applicable ordinanCes, rules or regulaUons of the City of
W heat Ridge or covenanfs, 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 otherapplicable Wheat
Ridge Ordinances, (orwork under tPyc' permit. Plans subject to field inspectlon.
(OWNER)(CONTRACTOR):SIGNED DATE S~
(OWNER)(CONTRACTOR):PRINTED DATE
Use of Space (description):
Description of work: 4DD
Sq.Ft.added
Value:$
Permit Fee:$
Plan Review Fee:$
Use Tax:
Total:$
BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.:
COMMENTS
Approval: J K' S•ZZ 46 Zo,in9: pQp G~~~~~~If~~
GCOMMENTS: a 1~~M ~7~ ,~{[ly/~W ~AY 'Z tOO~
Approval: ~~rE~Q '/qSrC' s~ ~+D
(i
WORKS COMMENTS:
ApprovaC
DEPARTMENT COMMENTS:
Approval:
Walls: Roof: Stories: Residential Units:
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Expiration Date: Expiration Date: Expiration Date:
Approval: Approval: Approval:
(1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of
Colorado and to lhe Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicabie ordinances of
the City.
(2) This permit shall ezpire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 180 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes
have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one
(t) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contrector shali 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 lhe approval of drawings and specifcations shall not be construed to be a permit for, nor an
approval of, anyviolation ofthe provisions ofthe building codes or any otherordinance, law, rule orregulation. All plan review
is subject to field inspections.
Chief Buiiding Official
New or existing
light required
Guardrail
36"
Stairway Notes.
1. Stainvays shall be not less than 36' in width.
2. Stairway rises shall be not greater than 7 3/4".
3. Stairv✓aytreads shall have a minimum run of 10".
4. The lenith of Run and the height ot Riser shall not vary more
than 318 in the entire run of the stair.
5. Stairs are required to be illuminated.
6. Open risers permitted if opening is less than 4".
7. Minimum 314" nosing
Handrail (see details below)
Deck
Less ths
6" dia.
Guardrail required if I I 10" min. run
more than 30"
Open risars less than 4"
34-38" above
nosings
4 inch min. - 7 3/4" max. rise
Landing
of stainvayFinished grade
Handrail Notes:
1. Handrails shall be continuous on at least one side of stairs with 2 or more risers.
2. Handreils shall be placed not less than 34 inches nor more than 38 inches above stair nosings.
3. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 21/4 inches in circular cross section.
4. Handrails shall be placed not less than 1-1/2 inches from any wall or other surface.
Per2001 Supplement
1 44" - 21l4" max.
4 1 '/a" - 2" Gripable
Wall or other surfaci
1 '/2" min.
This handout was developed by the Colorado Chapter of the
International Code Council as a basic plan submittal under
the 2000 International Aesidential Code. it is not intended
to cover all circumstances. Check with your Depariment of
Building Safety for additional requirements.
4
Open guardrails and open handrails on decks and stainvays more than 30 inches
above grade or a floor below shall have members spaced so that a 4 inch diameter
sphere cannot pass through.
Existing building
-Approved flashing. cequired
.,--Attach to joists with non-corrosive fasteners
Attach ledger to existing bldg.
with non-corrosive lag bolts
spaced min.16"apart. Locate
bolts to penetrate rim joist or
wall studs.
~ Non•corrosive metal joist hanger
Conditions such as attachment to cantilevers or
veneers may require Engineer's approval
;ecure balusters to beam
Non-corrosive
metal joist
hanger
Full depth 2x solid blocking
24" max.
Non-corrosive metal
post/beam connector
'h' (min.) diameter anchor bolt embedded
7" min. into concrete pier or the equivalent
Non-corrosive metal post anchor
Secure balusters to beam
Non-corrosive metal
posUbeam connector
Secure
balusters to
beam
Noncorrosive metal
posVbeam connector
8" min. If less than 8", post must be decay resistive
c
E
8" (min.) diameter pier
~
This handout was developed by the Colorado Chapter of the
international Code Council as a basic plan submittal under
the 2000 International Residential Code. It is not intended
to cover all circumstances. Check with your Department of
Building Safety for additional requirements.
m
m
~
c
~
c+)
Colorado Chapter of the International Code Council
1. COI11pletC tI11S BUIItllilg GUIfIB by filling in the blanks on page two, and indicating
which construction details will be used.
2. PI'OIIIIIB Z PIOt PI811S (site plan) showing dimensions of your project or addition
ancl its relationship to existing buildings or structures on the property and the distance
to existing property lines drawn to scale.
3 EUt oui abuuitdft permit i
The majority of permit
applications are processed
with little delay. The
submitted documents will
help determine if the project.;;
is in compliance with building '
safety codes, zoning
ordinances and other
applicable laws.
The Colorado Chapter of the Intemational
Code Council is a professional
organization seeking to promote the public
health, safety and welfare to building
construction. We appreciate your feedback
and suggestions.To obtain a masiercopy "of this building guide, please write to the
Colorado Chapter of the International Code Council, P.O. Box 961, Arvada, CO 80001. -
f,
This handout was developed by the Colorado
Chapter of ihe Intemationai Code Council as a
basic plan submittal under the 2000 International
Residential Code. It is not intended to cover all
circumstances. Check with your Department of
Building Safety for additional requirements.
I1I
How to Use this Guide
Provide two sets of plans and complete the following:
2, Indicate in the check box which detail from page 3 will be used.
lx_~Lor 2x decking
(examule: 1 x 4 or2 x 8)
Existing bldg.
36 inch high guard with balusters ~
spaced so that a 4 Inch diameter
sphere cannot pass through
C
E
Approved
N
N
~
/flashing
Attach decking with
~
required
non cortosive fasteners
~
B
❑ Detail B ~
❑ Alternate Detail B1 u~
❑ Alternate Detail B2
Detall A ~
(see pege 3) ~
(see page 3) EM
Conditions such as attachment to c~
cantilevers or veneers may require 0O
Engineer's approval
~
Detail C
(see Pe9a 3)
Note: If an exit or egress from the existing
~
building passes under the proposed deck, or if
y
there is an existing patio under the proposed
t
deck, a minimum clear headroom of not less
must be maintained under the
than 6ft
8in
g
~
.
.
beam. Please indicate openings in existing wall.
M
2x(2_ joists
spaced 1o " apart
(example:2x 10'spaced24'epart)
(2) 2 x 10- see defail B)
2x rim joist
(example:2 x 10 - seeAlternafe B7 & 82)
posts
spaced apart
(example: 4 x 4 posts spacetl8' apart)
lff .r-A vii
Span f 7a Y,. ) 0`i'`'
(erample: 13' - 4' )
Note: A plot plan (plan view) showing the dimensions of your project or additions and its relationships to existing buildings or
struciures on the property must be included. In addition to project dimensions, your plot plan must also show other details such
as post locations and spacing, joist and beam spans, and any other pertinent information not shown on the section drawing.
This handout was developed by the Colorado Chapter of ihe
Intemational Code Council as a basic plan submittal under
the 2000 Internafional Residential Code. It is not intended
to cover all circumstances. Check with your Department of .
Building Safeiy for additional requirements.
2
RAH
Directions
~
Fill in the blanks on pages 2 and 3 with d'unensions ,S3 ~O S~and mateiials which will be used to build the
structuxe. Please print legibly. AT P-m 6 y
The Homa Depot # 1502
5215 WADSWORTH BLVD, ARVADA, CO 80002
(303) 456-4000
Thu May 18 09:1224 2006
GER,4LD GRANT
PRO-DECK
271655
Construction Specifications
deck 1:
Construction Method = Beam on Top of Post
Footing Type = Pier In-Ground
Live Load = 40
Dead Load = 10
Decking Spacing = 0 1/4"
Joist Spacing = 16"
Beam Spacing = 72"
Post Spacing = 82 21 /32"
Decking = 5/4X6 Slate Veranda Decking
Beams = 2X6 Treated Southern Pine No. 1
Joists = 2X6 Treated Southern Pine No. 1
Posts = 4X4 Treated Southern Pine No. 2
Deck Height = 12"
Diagonal Bracing = No
Deck Skirt = No
Joist Overhang = 24"
Beam Overhang = 12"
Decking Deflection Factor = 360
Joist Deflection Factor = 360
Beam Deflection Factor = 360
Pref Decking Size = ML514x6
Pref Joist Size = 2x6
Pref Beam Size = 2x6
Pref Post Size = 4x4
Railing 4:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Railing 2:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Railing 3:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Railing 1:
Railing Height = 36"
Baluster Spacing = 3 3/4"
~
d
~
~
N
O
~
N
Z
O
~
tS'I
O
N
N
V
~
a)
(J7
LT1
W
a
z n
m ~ N
O .y -1
T s X
N j
N N ~
(T m
fD (O J
V V (O W
~ ~ W N
O
c
0
1
m
n
O
7
~
7
G
c
r
m
N
rF
Z
d
3
~
~
z
D
Z
~
~
m
~
m
N
O
N
Z
O
~
O
N
N
~
V,^/
V '
Ul
~
d
~
N
0
N
z
O
~
Lri
O
N
N
V
~
a)
(f1
(37
~IW INI~IOIwIWINI~,IAINI~I~IOIs~m
tn
Cn
W
~
N
m
N
fD
00
~
(T
N
N
N
N
?
N
00
O
(O
A
U1
N
m
W
W
(II
(T
tn
U1
A
A
J
N
A
tD
(T
OD
Cn
W
W
W
(T
f)1
UI
N
UI
~
tD
W
?
?
01
~
(O
N
A
W
N
O
N
N
N
N
N
fT1
O
N
(O
O]
~I
V
J
W
(O
O
A
cD
-
$ $ o ~ $lo 60 olololo olo ol$lo
m
D
m
D
m
D
m
D
m
D
m
D
m
D
m
D
m
D
m
D
m
D
m
D
m
D
m
D
m
D
N
m
m
m
D
m
T
y
r
-
X
X
~
S
X
X
X
X
m
M
M
M
p
rn
c)
y
a~
a
rn
rn
rn
z
z
z
D
x
W
D
m
m
n
rn
n
Z
n
r;
o
~
O
O
O
~p
X
O
c
N
~
m
D
D
D
D
~
#
m
D
4t
ac
G)
03
tn
{
p
O
O
O
m
N
fA
~
M
~
{
K
D
n
X
v
D
N
r
-
N
m
~
~
2
X
rel~
~
D
n
L)
W
N
N
Z
m
7~
o
D
D
v
<
N
~
a'
O
x
z
O
~
?
m
Z
~
~
N
~
r
~
m
8
-
~
~
N
Z
D
°
o
,
o
~
v
~
T
0
N
~
i
D
<I<I<I<I<I<I<I <I I I<I<I<I{I-tl<I<
j N j N f?
N N N~ N i/ N W N N N N~ y y
N N N? V O(T~ J Cn N O O O~ O~1 Ol
J N(D fD /D V1 O J tD W tD tD N J tD (O (O
J J J J J~ A W J OJ m J tlt ID J V J
N N N N
O W V-+ N W W O H W A V N
A~ W tD <D (n (n m-• A O~~ w w O.I
W W J J V W W 01 fD N tJl V ~(D W A N
N(n m A o 0 o tn' A W m O tn W W m
N
N
0
~
~
~
m
~
C~
S
a
Z
O
N
-I
0
m
m
m
n
~
0
~
~
s 9
m
m
~ 0
a
y D
C
~ z
a N
m
Am
~
" D
~v
~
~ ch
n m
C~ ^
=
m
W
C
Z
Z
D
z
~
I .7 O
, O
OI
I y
i C N
I d e
~ a
~ O. i.n
I
I ~
ic
i o
i
i ~
I N
I w
I N
~o
I ~
I cr)
I
I
I
I
p
v~
D(31
~O
~D U1 N ~
D D o O
nON m
U)
o <
co n
0 = D
N W
G
0
m m s
~p O
N N ~
~ D
~ CD .
l y W
j O
C- -
o-P~
4~rn
J ~
O
O
O
___--______iN
~ CD
~io
N
Iz
I
O
C
i
O
i~
m
'N
I
I ~
iN
iV
~
I ~
I
I ~
(3'~
7h6:,HOme Depot # 1502
5215 WADSWORTH BLVD, ARVADA, CO 80002
(303) 456-4000 '
Thu May 18 09:12:01 2006
This Project cannot be priced because not all materiats are carried in stock.
See Store Associate for prices on non-stock items shown in Bili-of-Materials.
GERALD GR,4NT
PRO-DECK
2,.,.__
D
Ji.
~ p
r
r t
ot # 1502
)RTH BLVD, ARVADA, CO 80002
12:01 2006
inot be priced because not all materials are carried in stock.
ciate for prices on non-stock items shown in Bill-of-Materials.
for Deck 1
441~
~ ,
'a
22, 8„
i
~
'1~I I I I I I I I I I I I I I I I I I rn°
; :
~
2 0 8 2Ip 1 : ~ .
a I
20' 8" , 2'-, .
22' 8"
r
'.TpYi:st;Spacing = 16 in. o.c.
- - Sdk~,,.Ster Spacing = 3 3/4"
Tpe4acing = 3 3/4"
i : I{i,iling Height = 36"
E
The Home Depot # 1502
5215 WADSWORTH BLVD, ARVADA, CO 80002
(303) 456-4000
Thu May 18 09:12:01 2006
This Project cannot be priced because not all materials are carried in stock.
See Store Associate for prices on non-stock items shown in Bill-of-Materials.
GER,4LD GRANT
PRO-DECK
271655
3D View
~l
`t" . ~
f 1...
C_;I
I
,
S~ ~ ~
5
h
~
~ /
i
i
1l
I:
i
i
~i
il
f!
05.05i2UU4 u7:53 F.iL
- HELOD]' ISP ZOOi
IMPROVEMENT SURVEY .PLAT
~ Carroll & Lange: DRAINAGEACERTIFICATE .~a sCALE: No: 131" 61 = zo'
Praessiaim EiCmeua 6 Lanu Survryae
\I, t65 Sovm UmmN Bivc.. Suite i50 - BY: PEB
~.+aee coia:aca aozze ORANN
(_0]) 9d0-020C
DATE DRnvM' 9-7-04
L N C7
• -FOUHD /5 REBAR
wITH PLASTC CAP
-O-FOUND N.UL t DISK
Q=PROPERTY JNE
~ BOw-BACK OF WAIK
, o [=FLOW LINE
O w O =PEDE57AL
. V7I 0 a'' j =SERVICE
TRACT G o3aZ
4 PROPOSED TOF- 50.7 I
+6~p966.00' N007311 "W °,;~09{'u. As-euiLr roF= 50.8
O❑ O LOT 2 1 BLOCK 2 ~o' u E.
~
I
w w
I. CY), I
c~ b 5
I ~ I
~w wl
V ~ ~I
x
J~';n
a, y PA;o - a
5~ , I
22.7'yoi I b
D
cr)l
1 ~ I
ICc ~ 1 STORY I r o~
v~ 0 STONE AND FRAME ~ I no
I
5360 NEWCOMBE STREET a
I ry I
~ 4~' ~ ~
IABe .
I
~ ~
66.00
9. 5 O I
O
NI
FF- SIL ~ I I ~yl
I
1zo' 8.0 : ~o~. < I
~ PORCh
~ _J L
NN 10' U.E. , ~uy.
So073'11 °E -17- +61- aeW
p j
c
NEWCOMBE STREET
iE
A
~
I
o , o
aMMMJ
, -rrris cui« 5c
TA~ D~'~t,c~ AQ~A I nCFi91 C•FRfi fhef W (LjYelp~i
nw0 DFwinwCC nnflFqN SrqwY
_or 1 etocx.y_ a ncnw rcrAns
NCD Ox NE Oni( Lqr.
µp
11TL1 1N0 lMll 0@IC1
iOwS A5 T.(i En51CD Grl 1M[
OF SniC SuRKr. TrE KUTK
iPVS n5 DEPi<iE0 ME4CW Wy
: wescwc.r m mt osi[
ouc ia rHC sw~
ic...'- or n,c sa~. ~apnor w
YOVAt Cl SGL 0• ~RS y Yy.
1 sr NE .nno crt wicn m owrp
S. Ntnvenc, mIs wx.tr n,~>
cunnrC. oc=~ TM[ nersnon
1u.n¢ H aI M ~eCK
ir nr or sNKr
~ ¢LVn-W^ v.J Ort~~,+Ni ~wiA
~BOK 5„Ow a( 1H; q[pz~[~(y ub
svn.r.oq's ttxnn[o n.ynet ye n~(
liniSr[0 GWnO CII.OCS 4MUnp
NCSIOC.CC W iwE OA r., SpwM
R%1. Mr FOUCOw^Y= uV5' MNFti
1M1ESE il[vAT:pms •No tliAp[S l'J
PRCPCRLi 05n1w nC nnICV nMAT fRW
+d.+A .wst. NE wao~a cr ~
Oeuet. M "LL n0i COKP SiNUQIMn:
tOoq nCw[ GUSCO A5 s
XCSVII df U1NC!S uAQ( .N TI(
rvasHcD cnno[e. aGa/anE n is n~e
"'a.ive:L n ra 11wiN1
n~c rn.n<s
e5 SEi 9t MC BZ(i . n5 <(xa1(p
nEH:in er iwE S~xIi>^A.
iN Ananw, m[n.o.K ~~~}Qrqpy
10MR RE90En<[ P~ONOEOBT ~QII1
BWLUCP -LL N01 COvEx S111y[1U11K
OI.YA.^.[ Cµl$[/J A A[S~} W
CMnNQ] un0! N In( l'vu9(p
ORU.AS qeDEi. d[WaK. If "
YW4 aESVO.19u11 M u.(yv M[
CM](5 n5 SCi Mf BU4301 YO AS
:tnTl:[D Bt I1.C "r(rJA
er
auioca
EAP.iNCS ARE 9ASE0 ON liE EAS7 LINE OF LOii, BLOCK 2--OF THE RECOROED PLAT SKYLINE ESTATES FIUN . NO 3
EARWC. N00'iJ'11"W . WITH MONUMENTS AS SHOWN hEREON.
HIS CER7i7IES THqT iHE ABOVE IS A TRVE AND CORP,ECT PLAT.OF A SURVEY MADE UNDER MY SUPcRVIS10N
4!5 4TH_ p.4Y OF SFPiFMF3PR , 004 , 0c THE PROPERTY DESCRiBEO
S LOT 2, BLOCK 2, FLOOD WFORMATION:
SKYLINE =STATES FILlNG NO. .3, iH15 PROPERN u¢s wiTr.Ir, zow[ c. oesIcr+ATp as
CITY OF WHEAT RIOGE, AREA$ OF MINIAIAL FLOODiNC, ACCORDiNG ip F(Q:RqL
COUN I Y OF JCFFERSON, EMERCENC7 MnNAGEMtNi ACENCY F~OOC INSURAYLZ ~
RAiE MAP, COMMUNIiY P4,VEl NQ C85C79-0005 C,
STATE OF COLORADO REVA7B^<..1998. (SKYLIN_ E57rr_5 FLG NO 1)
?'?`1D 7HAT ?HE LOCATION Ak0 DIMENS10NS OF ALL BUIIDING IFAPROVE47 OR RIGHTS-Of-WAY W /!DENCE CP, KNOWN TO !nE AND ENCROACHMENTS BY OR ON THE U R,4TEI-Y SnOWN,
BY. ` - - F
oA~~,,: Shi(~i'04=Q4
14T.
REC~iKS'sP•87 DA'E~
iS SURi~Y NGi ;,^,CR:;; :ASEV:NIS OtHER iHAtl TiOSE 4i0'au O.v iN: RECCRO.D PL1i H07E0 ~.~„~uEnt w,~s ?.4CwoED io r,yc SuRvEr~t.
.T. :M M1O tYEN: VAT AVY +Cii~ 9ASE0 UVCn ANY OCF_CT IN IFI$ $UNVCY BC CCYY:YC['J YOR[ TMAN iEN iEa.92 FROU LM1E DAIF CI' LFr CEiiIVICAIION SFO`~M IIERF oftlcr' 0?
IOTICE: .:conDwc io cxa<.co ux rou MUST ccuw:ivc[ ui. icc.L ncriaN ansm uPCN .vr 0 [rt:r ~u rns s'GfMn~ilil'Ynxe .cwvs .~-.v rc~ nxsr ps~oK~m S.a
I ~89 zr,. 14
u9:05i?uu4 o7:5J F.tT
- MELOD)' ISP 1I,
IMPROVEMENT SURVEY ..PLAT
~ Caff011 & Laf1gE= DRAINAGEACERTIFICATE scALE: 1" = 2G'
~oe r,o: 316~
Pmr.ss~a~ui 6A1~nIuv 6 Unu SunCyqf
~ss s>,,,~ cY,o11 _i.c.. smm 150 DRANN BY: PcB .
ukS»aa<, colo:acc 9022e
(301) 9d0-020C
DATF DRANN- 9-7'04
L . N 0
' - • -FpUNO 15 REBAR
WITH PLASTC CAP
. O-FOUND NNL X DISK
p=FROPERTY ! INE
` BOw-BACK OF WALK
j (=FLow uNE
OO =PEDESTAL
w
n ~
o < =5ERVICE
~
i: TRACT G ~3 Z
h P`51 ~,~r LL PROPOS"D TOF= 50.I
I% p9Nb/ 66.00" N00'13~11"W I Pa\~"}~~~ As-euiLi rot'- 50.8
{ooo Lor 2
eLocK 2 ,o• L)E. '
r------
I I a`1' I "ry' I ~ ~ 4b
" ~ } I
0
L; 0 10
~ I.~~
Zni
iI i Pfl'~YS6~' S.3 -40,ZnF y~11'
. 59~ y~I
Q1 y~ PA¶Q I U' r M(flS9i C`_flp(i :hnl in[ QI
i I I . ,I ewo ORq,veGE onlTERx LqMry py
I 5o 1 CnriH~ raeLoc,L. cr
y 22.7' e I MEPEW RERC DEKlCPCO fR0u A SUVV[♦
1 I y 0~ I ~ I Of ME ABoK OESCPIBED VROPEAf~
S I~ PERfpiu[p pM M( OwT( yq~y
~ . ~ ACNRAiFl1 .w0 iINIY p{pl~T T.[
EICVA710N5 AS T.ET Ei15iEO d M_
~ O n t E C f $.~i0 SVRKr ME RCLITK
CCVwTOnS e$ OEPi4E0 MEQCd. W!
IQ 8.S I ~ I Cn~M~E A~e5F0uCn! i0 IFC Wn
hEREQ OuE 10 MC
VO4 unHEwvnL Cr ihL SOr., .~pppl ~ll~ p#rt
1 SiORY p) av xc~+av.i OF zaL o- etrs a.un.
[iro9W 3Y inC Mn0 LP wAiq pt OIM[p
(n ~ STONE AND FRAME '"D'oAZ ^~~crenc. tNrs ypWi .Ar
5360 m +or.ccuner[v oce1 iwc [LV~TpvS
~n0 oMirvnfl n Of 1MC bCK
NEWCOb18E STREET 9.5" a I aooocnn .,r rc wAKr
t' O O 4 CF`_O lA -R~R. MO.
. I ry . I O 9-04-04
~
1 n! I onI[ nuav~r
. y~ f I ~'7 V THE n[v~;;o.~s w.~ o1Aw.a 1.1Zw.
i Gf- S~V I T~ I o~C SMOw AAC M: nf43
1161 1CME'J :wM
NR~STOR'S ttnnnEO n.omu a nK
. ~ I By ~~.o~y o'' [~•,~v.E~ raw+a ca.0E5 ROUx.O ~au,
R[SIOfNCC M 1Xf OAT yp~
a.
Yq1, lry! FOUEOwvCi. WS' VwwiA\
~ Z('.". . : COVD. I tFC$E RCwi:On$ 1N0 :A M[ 5 f p
O ~ PQflCh PROVCqIi OAwlw inE FnlC1 nw~l /I1QY
121 `x ' L'1- iWx MWSC, iNE WilO:x C! nW
. I I `I ' S I MWC w~LL n0' COr£P SiRVCIWw:
n[5 ~i` af ruH+.c sy~mAoC ssA~tHj
I i' Y~ -I ~ I rwraNtp cnnots. +H:twoqL IT Is ro~R
RCSPCNy9'.LiR IO uNMI.VX M[ ply(y
e5 SCl 9t MC BWl9Ei en0 aS Q.~7m
n[P:In Br inE SuNK+~n.
~
w w0.~. mC n om rmimiau a
IWR RS90fnCC Pap,npEU ot qU,R
10V.E. BbItDCR wll N01 COK. SIINCMµ
Owun:{ CyvS[0 AS • 11[SMIT W
~ , t Dnwiw~:L w+0[5. ~M[i1CFOR. 17 ii
~ YOIi4 aC3P(h56I.Iil ip ..TM M[
66.00I S00'13'11 "E ~{b', ce,.xs .s sa ar Mc am.o" ..c.s .
BOW :innr,m er rnc sw.[mn ` o Ji e. a
' NEWCOMBE STREET aL"°`" c~
BEAP.iNCS ARE 9ASEb ON THE EnST LINE OF LOT_;_, BLOCK 2-OF THE RECORDED PLnT SK)JME ESTaTES Fit inlG ti0 3
, 3EARING N00'13'71"W . WITH MONUMENTS AS SHOWN hEREON. iHIS CERT;"IES THAT THE ABOVE IS A iRUE ANO CORP,ECT PLAT.OF A SURVEY MADE UNDER MY SUPERVISION
' T4;S 3.LH- 0.4Y OF SEPTFMBFR , ?OOa , V THE PROPERTY DESCRIBED ME
i AS' LOT 2, BLOC.K 2, FL00D WFORMATiON:
` SKYLWE =STATES FILING NO. 3, THIS PROPERIY LiES wrtrin zorie c, o_smNAtpr aS•.
CITY OF WHEAT RIDCE, neE,,s OP A1IAIMAL rLoooInc, .,ccoaoINc ro c¢nERA,
COUN i Y OF v'CFFERSON, EMERGENCY MANAGEMENT AGENCY FLOOC INSURANC'~-"
RATE .NA?, COMIAUNIiY AANEL NG C35C79-0 pps C.,,ij✓ ~
STA?E OF COLORADO REVl~~4'.f79t•1..1998. (SKNn4 ESTa7=5 FLG NQ
aND THAT THE IOCATION AND DIMENSIONS OF ALL BUILDING IMPROVE4:, fOR RIGHTS-OF-wAY IN" ~
E`/!DENCE CR KNONM 70 uE AND ENCROACHMENTS BY OR ON THE QATELY SHOWN.
.
B Y. `
DA~P' SFI(M 0 4=Q4
r!,,- .
REC~p•@7..~;-~v:.;:- On?E.
'ilS $URl'EY pi^v1 A;AS.4;,\i$ OiH(R 1HAN i'aJ$f S10'hN OV THE RE-CRD;D Pui rroiEDa offiTl ~uFNi waS P.SCADED !0 i.yE SURY[ d
NOTICE. ~CCCR'}NG i0 CXYA00 UN }OV MUST CCYM!NC( NIT IELAL ACO}1 BA$(D ll?CN AVY OVCCT'N M$ stiA4i+*i1i1M¢ .:..vs _v rou nxsr wsco.cam 0.`C:, Irv AO r'hNi anT ~11 +C110N 9ASC0 VPCN nNY 062i IN in15 SVRYEY B[ C0m4,9CC0 110FC TXAN T[N TEAPS FRN ihE OAI[ C! iM? CCR➢R4tlOU SnO.
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17772
BUILDING INSPECTION LINE -(303-234-5933) Date : 9/27/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: MELODY HOMES
Property Address : 5360 NEWCOMBE ST
Contractor License No. : 21948
BUILDING DEPARTMENT USE ONLY
Company : Greater Western Fence Phone : 469-8261
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN
I hereby certify that the setback distances proposed by lhis permit application are accurate, an
do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of rewrd; that all measurements shown, and allegalions
made are accurate; that I have read and aqree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable W ~he~nt Fjidge o inan s, for work under this pe it.
(OWNER)(CONTRACTOR) SIGNED ~DATE ~
V
Construction Value : $1,066.00
d
Permit Fee : $54.37
Plan Review Fee : $0.00
Use Tax : $12.79
Total: $67.16
T
use:
Description : INSTALL 6' CEDAR TO BOTH WINGS & REAR PROPERTY ~~/5~~~`I
Zoning Comments;
Approval : TRC
Zoning : pRD
Buiidtng Gomments:'
Approval :
Public Works Commsntst!
Approval :
Occupancy: Walls
Phone : 466-1831
SIC : Sq. Ft
oK Plame Note:
Owner / omhrctor is rcsponsible for locatins propei
lines and coaatruccinb improvements according to d
approved plan and required development standards
The City is not rosponsible for inaccurate infortnatic
submitted within the plan set and zny consuuction
errors rcsulting Crom inaccurate informntion.
Roof
Electrical License No :
Company:
Expiration Date :
Approval:
Plumbing License No :
Company:
Expiration Date :
Approval:
Stories : Residential Units :
Mechanical License No :
Company:
Expiration Date :
Approval :
(1) This permit was issued in accordance with the provisions set foAh in yopur application and is subjecl to the laws of the Slate of Colorado and to the 2onin9
Regulations antl Building Code of W heat Ridge, Colorado or any olher applicable ordinances of the City.
(2) This permil shail eapire if (A) the work authorized is not commenced within sixty (60) tlays from issue dale or (B) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If lhis permit eapires, 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 ezceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) yeak full fees shall be paid Por a new permit.
(4) No work of any manner shall be tlone ihat will change the natural Flow of water causing a drainage problem.
(5) Coniractor shall notiy the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wririen approval on inspection card before
procaediing with successive ph@seg of the job.
(6) The issuaneeoP a pe '4oi lhe approvaFe( drawings and specifcalions shail not be constmed to be a permit for, nor an approval of, any violation o( the
p%ob rng odes o r ordinance, law, rule or regulation.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
CONMUlHTY UEVELOPMENT DEPARTMENT Budding Pertrot Number.
BUILDINGINSPECTIOliLINE-303-7l1-5933 Date:
CITY OF WHEAT FMGE
^ 7500 VYEST 29TH AVENUE
WNFAT RIDRE. CO BD033 - (309-2352855I
APpLICATION
Property owner. N\ e 10~3`(J r, Mk.,S L ~ 3- b~-{ c4 3 l
acWr L ~ crose No.: ~J ~O V Phone'
Contr
Company: r " ~ p Phone: 3-,..l.6 `
z ~.J~'..STC~-r> Te.nf~ . ("?a(c: ~
ovrxEmcoNrwac'roe meauniwe oF urmE~wxuxw nNn eo$VEENDWr
1 nemy cermy nac the semaak asW~es Pawaed by nw vMM eaukWM aM
aawMa. .na do na vieloe appuc" aNwarwx. nme w.og,meons orna01y er
VNheet Rkge ar aovenents. eaanm6 or 1 1 - 6 1 of reaord; tlg all
measuMMnls shwm. ana 8degeMaM ma0a M aoa.aW nAt I hava reea sd
agree w abNe ny all wnddio~m pdneee m 9,ts appeeeson ana Mm I aseune wll
W~~ ~ Wh~Bo ~ Ordina~s, for lt ~ u~~ MB ~r tl~ p~e,mBU.B.C) and am
Wher sP
(QVo'er4P0N"V1c,wu:sKa+m
(owNErexcaNrwerWsraNrEO Dn
DescripHon:
Sp. R added
COMMQJ75:
ApnrOVdl. c~y\p
ZOf11n9: ~
i ConaBnS:
App10118l:
APProval:
c r.
<
~Ocapancy: Walls: Roof_ Staies: Residential Un'rts: I
L
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Expiretion Date: ExpiraUon Date: Expiration Date:
Approval: APProval: Approval:
rnispe" wasissueamaccordance wdnmeworenons set t«mI,ywrSppkamoarwIswyearomatmw rnmestieuern
Cdurado aM W Ne YAnhg ReDNatla18 and BWdhg Codes W Wheal Podpe. Cdaadoa'arry alher epplicable ordinances ot
tl1e qy.
(2) 7his Pamot "l e+ore if GU the v+wk eYThot¢atl is rql oommenceO wiRin 861y (80) EaY'tran issue dale or (e) the builtl'vg
aWwnned'u suapenAeA a abandWned iwa Paftd ai 120 da7y (3) 1(IhieGdmttexPlreB.anewOWn* mgYCeaNulmd torafuadOnwlWfUwannutC'm'matlYmquired.Prouidednochanges
t~e oean orwa ee mme tn ne«rgiw peim anaapeeLmtlms aia anrsuspensoon, «anaMaenwa nas mta-^^edeaone
(1) Yaa'- If dhmges hara been a'tsuapensiOnvabandamnerrcmacm-sme (t) Ym 1u11taesshaY be WidioranewoemuL
(4) Nowak af arty rtmarershatl he dona &e[wi cbnge Ta nehRal9ow ot waleroudrg a drahmge p'oblem.
(5) ConRador shall na6ty Me BuMi9 kmpectw hver1~ (14) Iwirs in atlvanca for atl hapwAwa and s1u0 recaWe wntlen
appoval on uapadim raN 6Yare ProomWing witli Successhre pMxs d Meb6.
(8) The Lauance W a Pemn w the app'oval W*ewnW aM sPactlicabons ahep not be owisVUetl to be a pertnit Por, nor an
appIpYdI OS, df1Y VIOlBIIOII OT IIIB MoviBIOIIS M MIB buildNn9 COdBS Or BAY 0111C ddr18I1Ce. ITW. NIB Or fBgUIGE011.
Chief Building Official
Permit Fee:$
Plan Review Fee_$
TOY91:$
10
~
C~' ~•1 C~~
P
~c' ~J~ ~!'t •'"'`S
J
E'd 1,E06-1099-E10E 9ucpab e6S:11 i0 BO daS
SE?. 3.2000 9:0BPM
fi0.fi6B P.3i5
I
~ P L 0 T P LA N FOR MELODY HOMES ,NC.
LOT Z . B(.OCK SKYUNE ESTA'~$, FILING 3
CITY OF WHEAT RIDl'F, COUNTY OF ~fEEFER50N STA1E OF COLORADQ.
ADDRESS 5360 NEWCOM STRB~ EET
10' U.E.
M
- - ~ - ~ ~ F'S
,00 °a fF-SEfBACK' k
W
~,^~~f ~ _-~I~~:~
CitAWL; 22.7• 9.01 .
~
I^ I N ~ I I wc . 6oa I 9~ B.aS ~
~ I O I I 10.7~ ;~I 'to) . sd? ~
0.
.0
0 a I ~ 2067
I J e
I I ~
m
.o• m
W I I 'i i ~ 10 LJ _ IIa NI~
I N h 9.3 2.8'
w~ IN I g~ ^I I~ g, •
,.0.3
o• ' r n
_ .1- - - - -
10' .E. ~ 7i920 Sf.
10' .
M
Q 48.82 OO*13 1 W O 48.18
NEWCOMBE
~riGt~aµ
1• I~(A~CA W~~!f!t pl~~yII1~CIIRKyM~ m~l!/1~j4~NCOF ~4S Nn TMR
1 Y0.MIC[ NO WqTNwp P~OYn\e'w~Wq$~~aTfl~ fWM~Len R.s
T. a°~rapc~ ~nrw~~nn`ci~
L (AIY01I{LNC ~~~~II00 ~OKN9m IGUMC.Im RML
snna. xw
4?
INFO cTAKE•
MODEi. 2087 LH
3 CAR
ELEV. A
LOT MEA (SJ)-
7,820
~~M
EA (SF.) ~
2EE9.
~
~
e~oo. ~cHr-
1e,a'
AVG. BLOG HEICHT.
fa.9'
AVQ F.4- _".3
~
~ rIEC `y~~
M MWR 0 I
WA* gRNtE
LIUTIYT' P~DE'STcALS
r
~PRO
o+n un
Y ST~CRR NEQAREO
m IJSAlUCNT TM POYLE SEWEA SFRNCE
L
9
q
FO OWYI..FR8KNT OOFF N'~L wALK
K
~ ~ oa ~ ~-L~
y~
.
J.iFlRE NIVMNT
` "O" U"~
A?N'T
MEIADY HOMES
MINIMUM SETBqCKS:
'
SCnLE: 1•=20•
ramr ansivaw Bcvo,
WgyyJpN
1-800-922-1987
"534-6700
FRoNT: 20.0
SIDEt~'REAR: 10'
DATE:O5-7 - 4
REV:
gM Cy, sooyo
PAOwr+ (ao,t) ~ca-oeat
,
ST
REET SIDE 2_ 0. '
BY: 9MA
r.a.• ryor) 4ee-z,vsa
(ry
BE ~TWEN 57RUCTURE5:15'
JOB N0; SKY3
b'd bEZB-OS9-E0E 2uTpa21 d00:ZT b0 BO,daS
0
m
3
]
w
0
fl
~
m
S
~
~
X
s
0
N
m
m
~
N
~
O~
m
d N
J N
Q O
~ N
Sc
~ n
n~
~
o ~
~g
ma
o'
~
u
~
F
n
c~
a
m
O
T
r
~
O
~
=
m
m
~
>
m
A
0
-a
m
~
~
O
D
m
Z
Z
Cl)
cr,
~
C
v
~
O
m
~
m
C
~
m
n 7 -1 ~
N C S N
~3W ~
~ -
3 y ~ c
<
~ N
m ~m w w
n'~ 3
o A ^
N
d~e
c
v n
m ~m
d- s
d a N
d~z
~ n
~3n
~
~
o~A o~~t
m~°. ~~RI
y d o ~ D i
0 s~$ oA A
o~Dv
° fD o
m" w m
~s
am
n Q
OS
m 'O
o n
2.0
3 ~
W m
a 3.
N
O ~
N
A ~
~ C d
J ~
N d
N
W "
N ~
Q ~ N
V
d N N
~ P O
d O O
< A
C A
N
R 9
A
N ~
J
n r:
1 1
~
H
~
l 1
~
H
~
ITI
~
l 1
~
~
~
z
~
~
Date: c/12-1 ~n
A Certiflcate of Occupancy or Compietion has been requested for.
PIJRPObt M STllUCiUR[• ~
Building Department
Remarks:
Zoning
Remarks:
Public Works Approval: cK
Remarka:
Fire Marshall Approi
(If Applicabie)
Remarks:
Sanitation District Approval:
(If Applicable)
Remarlcs:
Water District Approval:
(It Applicable)
Remarks:
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
JOB ADDRESS 4 -
TYPE OCCUPANCY
BUILDING PERMIT N0. DATE ISSUED 10 tti T 'l
OWNER (k f' - ~17)
CONTRACTOR ~
SETBACKSFFOM PROPERTYLINES: NORTH SOUTH EAST WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION DATE INSPECTOR
Foundations
Footings
'~xA
Caissons
Reinforcing or Monolithic
_ 1. c'C
Weatherproofing
•c -PjC'
~j -
AI~ (`r~r,inn~TC I IniTU Aonvc Wnc RCC1.1 Cir_niGn
Concrete Slab Floor:
Electrical (Ground Work)
Plumbing (Ground Work)
Heating (Ground Work)
.'t[ser
~,-_\U..{x(, UU IVUI I'UUH rLVVrt vNI IL.McsVVt n,ya UCCrv JiUrvr-v
Rough Electrical
p
~
Rough Plumbing
(7,
Air Test Gas Piping
_ 10.- 0(
Rough Heating & Ventilation
0 e-j
1
Framing
IG- 014
Insulation
Drywall Nailing
- m; • Lx
Roofing
G• 2.Z
~.r.s7a k~
Refrigeration
Electrical Underground
Final
~ ~ -
Electrical
q - L~
Plumbing
y
Heating & Ventilation
c,q
. rr~c_~ cnn
Frame rj 1 c, Zz
R.O.W. & Drainage
Fire Department
Parking & Landscaping
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
v w
0
m W
N
w
n aa
Y N
I W
W
~ •
!
Q
N
V
m
0
,
L.
0
a
a
a
C
N
N
~
0
O ~ C
~
(D w 3 ~
~ W ~ m
r
N
Z N y ~
0
~
rmt. ~ m
< Z
o' v
~ m
~
~
~
~
w~
0
W 3
N CD
W
0n
A
~
W n
~O
7
N
3
N
<
fD
Q
(D
N
7
N
d
(D
~
~
0
'm
~
N
~
N
~
0
~
~
~I
:
N
~
~
~b
~
C-
0
a
n
C
G
~
N
N
~
$ C
O 0 Z
_ ~
MN
0
(D o' v
0~cnm
0' W (D <
~ ~r0
Z No y ~
0 om
n• -ZI
(D y
0 0
~m
~
~
09/08/2004 07:51 FAX 4 MELODY ISP IM 002
RESIDENTI.AL SITE CERTIFTCATION
DATE: ./o ~/o v
A.DDRESS: 934,o A~tw~a,r[3 c ~R. r
LOT: _ 2 BLOCK:_ Z
SUBDIVISION: C~KJL iNC. C s-T AT s N
~ The relative elevations at the referenced address were measured at the lot sides and corners, top of
foundadon and other locations as needed. The sides; elevations and dreinage patterns as measured aze in
substantia( conformance with the approved grading and erosion control plan for the referenced
subdivision.
I'he lot grading does not conform to the approved grading and erosion control plan The attached revised ref
grading and erosion control plan reflects the existing grading at this site is functionaliy adequate for this lot
and the overall subdivision
;incerely,
1,
St It?f'~T
{A/j~ %ii ~r . `.e.•
6F7/i!..,v'.
seal
`rl
+ MELODY ISP Q007
09/08/2004 07:53 FAX
I
Y
,
~
IMPROVEMENT SURVEY,,PLAT
/I` Carroll s~. Lange= DRAINAGEACERTIFICATE SCALE: I" = 20'
~ ~ v~onuaNi mem d Law 5urveywe JOB N0: 3161
~ ies somn u~nPon Bivtl . 6uue 15a DRAVM BY:
\I/ is'oii ae°o-ozo°aretlo ebzze PEB
DATE DRnxtJ; 9-7-04
I EC-END
- • tFOUND #5 REBAR
WTH PLASTIC CAP
- O -FOUND NAIL k DISK
QePROPERTY LINE
~ BOW-BACK OF WALK
, [-FLOW LINE
TRACT G [R] °PEDESTAL
# -SERVICE
PROPOSED TOF. SOJ
66.00' NOO'13'1 1MW ~ 5e°911°' AS-BUILT TOP= 50.8
17-.L U E
- -
. 46'0 10 20
y
, s. I
PA ~
i HCFEBY LCR➢IT MAi 111E EICVAl10N5
O
50~{ fi~OCK Pei1EpN SHOWN ON
LOT~--
1 rwn i. or
7
I a~~• ~ 22. O I 1 1HENEQV MEqf DEVClOPEO MOM A SURVEY
' y~O OF THE ABOVE oFSCPIBED PROPERIY,
S ✓ I ELCVATIOdST A9 NiHEY~E IS1E0 ~ONT C
IHf
I~ I I ~ DAIE Of SAIp SURVEY. THE RElA11VE
ELEVeilOHS n5 DEViCIED nEMEOU unY
(o 8.S CH~NGE SUBSEWEeI TO ME DATE
tl, ~ NFAEO( GUE 10 1HE SUBSIOENCC
CQ VOMEAVAL Of THE SdL, ADDIiION OR
I~ T m ~ STORY ~ REYOVAL Q~ SdL BT AQS OF MAN,
EHObW BY THE MNO OR wdEF OR O1HER
N ~ STONE AND FRAME o I ~ I r•c*oRs nHpcraRe, Pnis suxv[r MAr
~ NOi ~~UMIELY OEP THE ELEVArqyS
5360 a 8! Ar+o oAuHn~s N or n~e Aeo~
NEWCOMBE STREET P"OPeRTMAF a wnVEr
8.5' O
O qED u u11~LVOR, u0,
, I ry ~ O I e-os-oa
wy~ ^l onrt sun y
THE QEVAMws ANO oxAwAGE >.TiCqu
I ~ FF- 5~V ABOK SMOWN ARE THE PEGISIERED UND
GFm •~~S 4 I I SURYFYOR'S C[p11qE0 FlNOINCS qt ME
, 7 Q~ fMISMED crtwNO nnAocs ANOUNO YOUR
9 0~ RGSIOENCE pN THE OAiE SNOwNYW, THE HdAEOWNEF, MUST 4AINiAM
'i COVD, 1HESE 0.EVATONS AND GHADES i0
PORCH'. PNOPfRLY DflMN THE WAiER AWAYfRqA
y0 ~C~ 12. ~ Ya1F NWSE. ME BIiILpCR Of YDUR
HdA( MLLNOT COVEp SiRll[NRAL
OAYAGE i0 YOUP MOMC CAUSEO A$ A
T. RESIILi OF CXANGES 4AOE IN THE
PMI91Ep ORADCS, MEI1CfOR[ il is VOVR
RESPONSIBIIITY TO MNNtuH THE CR/.DES
AS SET SY TIC BULLLEP AND AS CEFiIREo
NFqEM BY THE SURVEVOH.
N
w nooinw, nic H.O.W. rnotccnoNs a+
YWR RE4DENCE PRaNDEOBTYOIIF
~Q u.E. ~ BOMER N1LL N01 COY£R SiPOCNqAI
OeMAGE GUSEO AS e RESUU pf
LHnH0f9 NMf W THE fIN15NED
OH/JNACE MAOES 1NGEIOPE, it i5
i" ' 50073~~ ~~E 80W °''R pESronsieuir ro uuHr.iH THE
CRAOCS AS $Ci BY ME BNLDER ANO AS
~ 66.00
CC1111i1[0 BY ME 3ufiKY0n
~O t
O BT
NEWCOMBE STREET BV10ER
BEARINGS ARE BASEO ON THE EAST LINE OF LOi-2- BLOCK 2.-OF THE RECORDED PLAT SKriINE TAT FI IN NO 3
BEARING_N00'73'11"W . WITH MONUMENTS AS SHOWN HEREON.
THIS CERTIFIES THAT THE ABOVE IS A TRUE ANO CORRECi PLAT.OF A SVRVEY MADE UNDER MY SUPERVISION
THIS 4Li_ DAY OF 5 PT M8 R, ,2Qp_4_ , OF THE PROPERTY DESCRIBED A5: LOT 2, BLOCK 2, FLOOD INFORMATION:
SKYUNE E5TATES FILING N0. 3, rHis aROaearv ucs wirHiti zoNC c, oesicNnTEo ns
CITY OF WHEAT RIDGE,, AFEAS OF MINIMAL FLOODING, ACCORDING TO FEOERAL
COUNTY OF JEFFERSON, EMERGENCY MANACEMENT AGENCV FLO00 INSURANCE
RATE MAP, COMMUNITY PANEL N0. 08 5079-0005 C.
STATE OF COLORADO REV``Sfj~A'.R@H1 4,.,199B. (SITYLINE ESTAIES FLG. NO d,)
AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILOING IMPROVE OR RIGHTS-OF-WAY IN
EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS 8Y OR ON TH fE~,4TELY SHOWN,
a< E' =
BY. ~
St1f7~4}'04~t1#'
DA~O'
. .
REC .py:. 'DA7E.
iHIS SURVfY DOES NOT ADDRESS EASEMENiS OTHER iHAN THOSE SNOWN ON THE RECORDED PLA7 NOIEU ENT WqS PRONDED TO THE SURVEYOR.
NOTICE: Accoxauc ro caonAoo uw rau MUST couucruc uir icaL ncnw aAsm ueox nrvr oertcr iu ms s~ARMNihi'M~' ar.c r[ARs Arr[n rau nasr asco~nco sucH
UEPECT. IN NO Eo£NT MAY ANY eCTp! BASEO VFON ANY DEiCCT IN iH15 $VTVEY BE CON4ENLCD YORE THAN TEN YEARS FROM THE OA1E Oi THE [ERTfICA00N SlbWH MEREON.
09/08/2004 07:58 FA7C 1 MELODY ISP
. , _ , . . . . . 1
\ ~ 5
+ y
.
t,
4
~
.F
~.~0`~ ~
U003
y~
.
\~l"~~ ~\t t
~J
~
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - (303-234-5933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Building Permit Number
Date
77233
6/15/2004
Property Owner: MELODY HOMES INC
Property Address : 5360 NEWCOMBE ST
Contractor License No. : 21279
Company : Melody Homes
Phone : 466-1831
Phone : 466-1831
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 W heat Ridge Building
Code (U.B.C.) and all olher applicable W heat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR)SIGNED-fiI4KQ DATE '~li ls~O~
Construction Value :
$182.150.00
Permit Fee :
$1,896.19
Plan Review Fee :
$100.00
Use Tax :
$2,185.80
Total:
$4,181.99
Use:
lls8. C2~1
~ Ljo. oc
Description : 2087 A- 3 CAR TANDEM, 8X10 PATIO
~.c>~~~J~' 11 Owne-/conhactor:_
li
BUILDING DEPARTMENT USE ed pl,,n
i n C Y4y~,no[ r cp< ,S4, Ft
Zo,ning C„omments:~ Approval : TRC OK
Zoning : pRD
B4ildfng Commept`s:
MASTER PLANS HAVE TWO ENGINEERS STAMPS
Approval: CR
Publfc Works Gomments:;
Approval : DFB
Occupancy: R3 Walis
Electrical License No : 21284
Company :Thunder Ridge Electric
Co.
Expiration Date : 2/28/2005
Approval : OK/KS
OK. 6/14/04. SEE ATTACHED SHEETS
Roof : Stories
Plumbing License No :19354
Company:Millwood Plumbing &
Heating
Expiration Date : 5/25/2005
Approval : OK/KS
Residential Units : 1
Mechanical License No : 17790
Company : Four Seasons Heating
Expiration Date : 5/30/2005
Approval : OK/KS
(1) This permit was issued in accorUance wilh tha provisions set (oAh in yopur applicalion and is subject lo the laws of the State of Colorado and lo lhe Zoning
Regulalions and Buiiding Code of Wheal Ritlge, Colorado or any other aOPliwble ordinanws of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this pertnit expires, a new permit may be acquired for a tee of one-half the amounl normally required, provided no changes have been or will be made in the
onginal plans and specifcalions and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (t) year, full fees shall be paid for a new pertnit.
(4) No worK of any manner shall be done thal will change the naturel Flow of water causing a drainage problem.
(5) Contractor shall notify ihe Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspedion card before
proceediing with successive pha~s-otth@job.
(6) phe issuan rmit Q~.lh€approvai of dt ' gs and specifcations shall not be consiruetl to be a permil for, nor an approval of, any violation of the
rovis ml~ode or a inance, law, rule or regulation.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
For inspection this permit must be posted
on the site and visible from the street
TERMS AND CONDITIONS
As applicant for a building permit in the City of W heat Ridge, I do hereby agree to the terms and
conditions set forth below for the issuance of a Certificate of Occupancy in connection with this
building permit. The issuance of a Certificate of Occupancy requires:
1) The completion of all required landscaping and related site improvements. Inspections
are performed by the Planning and Zoning Division.
2) The completion of site drainage/grading requirements per the approved site grading
plan and/or final drainage report and plan, if such report and plan is applicable. For all
residential and nonresidential projects with an approved final drainage report and plan, a
letter of certification is required from the civil engineer of record. Inspection are performed
by the Public Works Department.
3) The completion and acceptance by the City of Wheat Ridge of all required public
improvements, or a Development Covenant or cash escrow may be required in lieu of
construction, as determined by the Public Works Department. The Public Works
Department performs public improvements inspections.
4) The completion and approval of a Certificate of Occupancy Application form and final
inspections. Inspections are performed by the Building Division.
All the above items must be completed and approved by Planning and Zoning, Building and
Public Works before a Certiflcate of Occupancy is issued. Final Inspection by the Building
Division does not constitute authorization of a Certificate of Occupancy nor permission for
occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy
is issued. (Uniform Building Code, Section 109)
The City is not responsible for any real estate closings or other agreements concerning the
property which may be affected by failure to complete the above items and obtain a Certificate of
Occupancy.
I have read, understand and agree to the foregoing terms and conditions. I have received a copy
of the application for Certificate of Occupancy.
Name (please p(nt)
Signature: 41if/-4 ~0-~'O/✓L/~`l~7A,c Date:
COMMIJNIITY bEVELOpMENT D$PARTMENT Huilding Petmit Number.
' P BUII.DING TNSPECTTON LINE - 303-234-5933 Date;
„ CITY OF WAEAi RIDGE
750 WEST 29TH pVENUE
WHEAT RIDCE, CO 80033 - (303-235-2855)
~ION
Property Owner: ~-d. ~ 'j'1~~7~~
i {
Propury Address_ 53,C ~(~.iJC(iVL,_E2Z PYone :,~'J3 Cl ~~G
GonRactor License No.:
company~ Ptwne:
OUTEP/COTTRwC7'pA51G1`ATUaEOFU~DE(457ANDI/NC.V:OAGREFMG7
IhacbycmilysatlMsctbackdiztancayroposed6ylhupcmtiteppNnUafLeucuratC, CO71SU11CLlOi1 V21llC:$ /y ~ anddpiwtuiolawapplitabkordinanees, tuksoriegulatiqiSOfOfeCiryofWhatRidgcor permitFee:$ (o.
cavenants, eascmants cr+estrictions ofracad; Jut aII measumrxnts iho~m. and aikgstione .
mide ve accwar,
l that 1 heve reed and fQra m aLiee by an meaiiions w;~a o„ u+y p]en Rcvicw Fe
o:$ t c~ C~
aypficatimn and H+ai 1 usume Nll respaisipiliry ta eonpliaMe wilh IIK Whm (Wsc
,r~:$
BuildingCodE (U.B.C) and all Wha ryplieablc What Ridge OMinantts,ln wo/k undo
ihis pmnit.
` TOW:$
(0u'KERJ{CONTRAC'(pR):SIGI:E2 4 DATE-
IO~IMERMCt~M'MCIOA): PRINT ! ATE 5. G1K
DFSCRIPTION: L,laA, 7~,,di44-1 oXIU pn~~; ~
BUILDIIVG DEPAtt7MENT USE ONLY
Zolxxo Correwts:
Approval:
ZoninB: R2D / .
euiwiNO Correwrs: f~ 1
Approvat: ~,ahls
SIC: Sq.F[.:
6~,,l r vcctGZ
PuR1GWORKiCOMMCMf: OK/
ApprovaL• ~.SE~/f'77`/F"C/4'E•.d S~'IQ5T5 .
Occupancy: R-,9 Walls: Rooi Stories: Raidcntial Uniu:
Elatrieal T,icrnse No: Piwnhiug Liceace No: ~ Mxhanical License No:
CornP&n3r•`7j24:ndcj.Zz&Xe Canva+r: yyti jlt.or>r~ck company
Fxp'vation Date: `J Fxp'vation Date: f,upi.arion Date:
Approval: pparoval• App(wat:
wri
(1) 7Lia pbti.d.ns iuued ia accordmea w•ith 6c pro.ivaesm k.ta in yarapp6c+em+.d'u sabjeci b We Nwa of 16t Stim afCalwdo aM m pe 7q.ieg
RefaUtians and BmbinY Cada af WAat RidPS Cda'ada a uY aha appilinbk ordmurca all6, tl'ry.
Itl ThuPe.nw~L.ls.p'usif(nJAcwk.~aa~adbnaea~ed.iUims~.7(60)d~ysfrom+auedauml8)~bm'Wio`iu~6wittd'u~uweaeed«
.b.•donN fvaM+adof 120mys. .
l3I if bis pcm.k.zPiru, a ne~.' pami~ mar Ee a~qwrad (a a f« af a"-hal(ihc amoum oonnulli m9u"d Dro.idW eo ~hmga brv<Lxn m rill Ge made
:n IAe ai(uW P~ wd lparifwtiau rd mY ypqem+oe a~Landu~meM hu oa ex.eded anc ll) Ym- If cMnga Mvc beu a i( e~.y~.po+ m
~h.donment cr~.a. a.e(~) fw, futi fees ~.e bepW far ~ acw pvmii
!a) I:a wrk Many mam~n W+e De done ~fiY w~ ~Aap 1ke ewN Ilow dr~ler a~utiet ~~aiw~~e piab4.m.
(5) Coataew i~.o4%Oie BnAdin{ t~ecn iwq0`tau UI) Ams io W„a~x fu atl m~pa6o1m aud alu0 atei'e -Tiwea W~-zl ao inspatiw cud
be(ae O'aeadin f wiih aueemiwpY++w aflpe job. .
(6) TheWmoeeafapWaiameapCwml af ficrlianJIMtl`ahcvnvoWbbeapem.il tor.eaaalpPA~+l W.wYvio6f.paofde
A~+s~32«de4Y:MIFeeadaamY ax ~ .
Cb1C NQ IASplCIO[
LO'd ~ST b00L 61 idtl LS8ZS£L£0£: Xej md 8 9NINNH-id
DEPARTMENT OF PUBLIC WORKS
REVIEW FEE STRUCTURE FOR BUII.DING PERMIT APPLICATION
Date: (o- l S"d
Applicant: l-~ E lodj[ Mme_s
/
Phone #a3 -466`d4
LocationofConstruction: 5236o
Purpose of Construction: 5..ja,4~g- F•r,•+~~y ,P~s~a~~ Bu
ilding Permit Value:
Single Family X Commercial
Multi-Family
DEVELOPMENT REVIEW FEES
Development Review Processing Fee:
$100.00
f/o o. m
(for doaimem Faocessing)
Single Family Residencc Review Fee:
S50.00
S 50 . o0
(for review of applicable technical documenu)
CommerciaVMulti-Family Revicw Fee:
•(for review of e)dsting technical doaimems)
$100,00
$
•(for review of technical documenu for conswction in
Right-0f-Way, Final Drainage Report, and Erosion Control Plan)
$500.00
S
CDpT Acoess Permit Fce:
$100.00
$
(for documem application and proccssing)
Traffic Impad Study Rcview Fee:
$100.00
$
(for docvmera review and processing)
Flood Plain Variance Review Fee:
kfor document revicw and proccssing)
Class I Application:
$300.00
$
Clau 1 PuWiquon/Notice
N/A
Class D Application
$750.00
$
Class D Publiptiot✓Notice
$90.00
f
TOTAL REVIEW FEES (due at time ofbuilding pernrit issuance): $ /So. o0
PI,EASE NOTE'IHAT IN ADD1770N TO TfE ABOVE FEES. TfIERE WII.L BE ADDI'I70NAL LICENSING AND
PERMI7TING FEES REQU[RED FOR CONSTRUCTION OF IAAffROVEMEM'S WITHIN PUBLIC RIGHT-0F-WAY.
Signature of AppGcant _/rz ~ Date !o -15 -0'1
Revabo3
p4 '~~T
DEPARTMENT OF PUBLIC WORKS
BUILD/NG PERMIT APPLICATION REVIEW
Date: ~e%`//Oy coLORp
Location: 531e0 .tlf-3JC~wtS~
Attention: Building Departmen/
1 have revicwed the atlached materials submitted in application for approval of a
at the above referenccd address. Please note the summary commenis below.
1.
✓
Boundary Closurc: _ OK
_ Na OK; refer io stipulations.
2.
✓
Drainage:
a. Lkainage plan and report needed _
b. Drainage plan not needed
c. Lot drainagdgading to be reviewed by Building Division ✓
d. Sitt drainagdgading provisiont have ban rtviewed ard are: (f°z o vzz~7-D
✓ OK
Na OK; refa to stipulations.
3.
✓
NPDFS Permit Required: _ Yes
✓ No
4.
✓
Public Improvcmcnts:
a. street paving needed: Yes
✓ No
b. curb and gunu needed: Yes
✓ No
c. sidewalk neoded: Yes
✓ No
d. svttt lighes neoded: Yes
~ No
C. storm sewu neoded: Yes
✓ No
f. ktter of credit required: _ Yes
✓ No
lf a letter of credil is required, for what improvcments?
1-11A
Amount of letter of credit: 44r
5.
✓
Subdivision Agreement requ'ved:
Yes No
6.
Developroent Covenant «quved:
_ Yes _ No
If Yes, for
7.
✓
Traffic impact analysis and repon roquired:
Yes
~ No
8.
State Highway Accas Perniit neoded:
Yes
L/ No
9.
✓
New rosdway or alley R.O.W. dedicaoon recommended:
_ Yes
✓ No
If yes, what is ru.ommended?
10.
✓
All exiuing dedicated roadways/alleys meet the sundards of the Ciry:
✓ Yes
_ No
If rfo, which do rat and whal is requcsted: i✓kt
11. ✓ APPROVAL: Tbe Public Works Department has reviewed this requatt and hereby gives its approval,
subject to the above anNor anacbed stipulations.
n~.-~--~-~`+-~---r--- C.~// v/o
Signamre David F. Brossman, P.L.S. Date
12. NO APPROVAL: The Public Waks Dcpartment has rcviewed Utis requat ard does nd give its approval
for t6e mzwns stated:
Sigmmre David F. Broasma0. P.L.S. Dare
11 ✓ Sti aoo~ atucAed: ✓ Yes No c~RTF1~7o"~ L~TE~ FRow! t? E.
puI _ 2Eynui.Qt~ P,ElO.Q '73 ~SSU~.~GS OFC.O.
14. ✓ Summary Commenu: Any damage w the ezistine Public Improvements u a rault of this conctruction is to
tr mpaiod a moa Citr swduds by tAe Pamit Awlicant prior to the issuance of t!rc C«tificate d
Occuoancr. A Drainace CeRification Letta is roquired oria to the issuance of the Catificate of Occuoancv.
Qy af w1Ket Rbge
Depmtrrcent d PubYc
DEPARTMENT OF PUBLIC WORKS
(303) 235-2861
7500 WEST 29TM AVENUE
WHEAT RIDGE, CO 80033 FAX (303) 235-2857
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED 6 A '-//aN
Deaz Contractor:
ADDRESS 5360
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 ]ocated along the frontage of said address
shal] be restored, (if damaged from related construction) to an acceptable condition, as determined by
City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy.
Prior to any consuvction commencing, the City's representative will conduct an onsite inspection to
determine the existing condition(s) of the public improvements at this address.
If you have any questions, please contact me at 303-235-2864.
Sincerely,
A2,,t4 A-"o~
David F. Brossman, P.L.S.
Development Review Engineer
Cc: File
Rev 4103
Pttt,SS 45cl
Residential Worksheet (SF/Duolez) ZZ - 5
Submittal requirements:
Copy of Deed F!!~r Site Plan (to scale) ~ Elevations ~
Address: 53l00 NCw(-ow-~ 2~1• ~
Zoning: ?Rp Use: PIR& Property in the flood plain? 1`4 ~
Lot Size: 1aRO sq. ft. Lot Width: lQlO ft.
Mauimum Lot Covetage: 40 % .3180 sq. ft.
Proposed Improvements: 45 Existing Improvement(s):
House: 28'~" sq. ft. House: sq. ft.
Addition to House: sq. ft. Shed: sq. ft.
'Shed: sq. ft. Detached Garage: sq. ft.
Detached Garage: sq. ft. Other: sq. ft.
Proposed Lot Coverage: (Total) 4Z % ZB~t" ~ sq• 8•
Required Setbacks: FR 20 hS 3TS R
~
Provided Setbacks: FR 2Z' % S~' ~ S 8 S~ R 32
Maximum Height: 3S ft. Maximum Size: 31 a0 sq. ft.
4s
Proposed Height: ft. Pmposed Size: 2b&4-, sq• ft•
Access Notes
For one and two-family dwellings, the first 25' of driveway area fran the existing edge of pavement into the site
shall be surfaced with concrete, asphalt, brick pavers ar srtnilar materials.
por atl uses otha tlian me and two family dwellings, no vehicle entrances or exits may be closer than 25' to any
property line, except when used as joint access for two a mae lots.
In residential zone districts, ctwb cuts shall be at Imst 10 feet and not more than 24 feet in width.
One and two-6mily dwellings may have horseshce driveways, provided that the street accesses are at least 30 feet
apart, meamued from the interior edges.
For all uses, one access point per Exopcrty is permitted.
'Metal sheds in excess of 120 s.f. nM allowed.
Lmdxaoine Notes
For onrand two-family dwellings, one tree for every 70 fcet of street frontage is requ'ved
1000/a of the frmt yard and 25% of the ent've lot must be landscaped prior to issuance of C.O.
Street trces required: Street trces provided:
Information
I To Build
On
Englireering • Corrsuftlrg • Testing
Melody Homes, Inc. Mazch 1, 2004
11031 Sheridan Boulevard
Westminster, Colorado 80020 Job No. 532-35120
Subject: Summary Report of the Geotechnica] Evaluation for 5360 Newcombe Sireet, I,ot 2,
Block 2, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado
References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1
through 12, Block 1; L,ots 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 March 1, 2004
2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by
Noe, David C; Jochim, Candace L.; and Rogers, William P.; Special Publication
43, Colorado Geological Survey, 1997
Dear Melody Homes, Inc.,
Professional Service Industries, Ina (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 suinmary 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 i)
should be utilized for construction or foundation engineering purposes.
SITE EXPLORATION
Site exploration consisted of drilling one boring near the anticipated center of the subject residence.
The boring was advanced to a total depth of 24 feet below the existing gound surface. Samples of
the subsurface soils were collected in the field and retumed to our laboratory for subsequent
analysis.
SUBSURFACE CONDITIONS
The soils encountered in the boring drilled on the subject lot generally consisted of 24 feet of
overburden soils consisting of fill, sandy to very sandy clay 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 SOILS/BEDROCK
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
sunounding improvements should be expected due to site development and associated landscape
irrigation.
Pmfessional Service Industries, Inc. • 4765 Indepentlence Street • Wheat Ridge. CO 80033 • Phone 303/424-5578 • Fax 303/423-5625
Melody Homes, Inc.
Skyline Estates, Filing No. 3
Lot 2, Block 2
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 D-
Footing Pads are considered the most appropriate foundation system for the single family residence
proposed on this lot. A grade beam and 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 area 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 particulaz 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 perforxnance 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 azeas 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 azeas 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 various items as discussed later.
Slab performance risk associated with the soils and/or bedrock materials anticipated to influence the
basement floor system on this lot have been judged to be in the moderate risk category. As a result,
a slab-on-grade 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 azea,
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 recommendarions
for slab-on-grade construction and homeowner maintenance described below aze closely followed.
This discussion assumes the basement is non-habitable. In light oF the preceding information, if the
]iomeowner elects to construct improvements in the basement, the improvements must at least be
constructed in accordance with the "Slab-on-Grade Conshuction 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 azeas where expansive soils are present, non-basement slabs are likely to
undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in
areas of expansive soils is variable and unpredictable. At the present time solutions using readily
available consfruction technology considered to be within practical, cost effective limits are not
Melody Homes, Ina Job No. 53235120
Skyline Estates, Filing No. 3 March 1, 2004
Lot 2, Block 2 Page 3 of 5
available to preclude movement of these slab-on-grade elements.
Slab-on-Grade ConstrucHon 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 all slab-on-grade construction. These details will not
reduce the amount of slab movement, but aze intended to reduce potential 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 largely 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. HeaUng, ventilating, and air conditioning systems supported by slabs should be provided with
minimum 3-inch flexible connections between the plenuxn and the air ducts or piping.
3. A minimum 3-inch void space is recommended above, or below partitions that are placed on
the slab. In finished areas, all furring strips, drywall and paneling should stop at ]east 3 inches
from the top of the slab. The void space can be covered with a molding sh-ip. 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 partition void space recommended
above. These void spaces are not intended to anticipate total potential slab movement. They
are intended to prevent immediate damage to the superstructure and serve as an indicatar of
slab movement. They must be monitored and maintained by [he homeowner for the life of the
structure.
4. Exterior patio and porch slabs should be constructed in 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. Isolation of gazage door tracks and door jambs from the garage slab should be maintained by
the homeowner throughout the life of the structure.
DRAIN SYSTEM
An individua] 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
as a backup system. If a sump pit is installed and water confinuously accumulates in the sump, a
Melody Homes, Inc. Job No. 532-35120
Skyline Estates, Filing No. 3 March 1, 2004
Lot 2, Block 2 Page 4 of 5
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 purpose 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 venrilation is recommended in all crawl space azeas
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 minimum 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 azeas 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 siope away from the foundation walls on a11 sides. The
grade can be reduced somewhat if pavements or slabs will cover backfill azeas. 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 azeas should be filled and compacted with a fine-grained soil to establish the positive
slopes mentioned above. The addition of rock, bazk, or mulch in low areas to establish positive
slopesis 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 wa11s. 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 obshucted 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 wa11.
3. Particular caze 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 struchue or slabs-on-grade is increased. It is advisable to plant only
vegetation that requires very little irrigation or only natural precipitation for survival next to or
near the foundation or exterior slabs.
Melody Homes, Inc.
Skyline Estates, Filing No. 3
Lot 2, Block 2
Job No. 532-35120
March 2004
Page 5 of 5
4. Installation of decorative landscaped azeas such as gravel, bazk, wood mulch, etc. is advocated
as an altemative to planting next to foundations and exterior slabs. These azeas should be
underlain with polyethylene or geotextile fabric. To reduce water infiltration, the slopes
recommended above must be maintained. The edge of decorative azeas should be constructed
above the adjacent lawn or ground surface, and should not impede drainage with grass stops.
Refer to Exhibit C for a recommended typical decorative installarion.
5. Sprinkler system water lines should not be installed next to foundation walls. If a sprinkler
system is installed, the sprinkler heads should be placed so that the spray from the heads does
not fall witlun five feet of the foundation walls. Where prac6cable, main sprinkler lines, zone
control boxes, and drains should be constructed 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 are suimnarized herein were made prior to start of construction of the
subject residence. It is possible that subsurface condirions may be encountered at the time of
construction that aze different from those anticipated at the time of this writing. If significantly
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 sixmmary of our findings and recommendations for the subject lot, and is
intended for the potentia] 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 Conshuction 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 materia7s occur at or neaz the ground surface
throughout most of the Denver metropolitan area. There aze risks associated with construcfion 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 will occur,
and if movement does occur, whether the potential movement will result in unacceptable slab
performance.
What consritutes unacceptable slab performance is subjective, and includes consideration of Yhe
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.
$ehavior 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 azea, surface topography, previous and future 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 considerable experience and judgment on the part of the geotectmical engineer. Such an
assessment is referred to as a"slab performance risk evaluation" (SPRE). Slab performance risk
evaluation is an engineering judgment that is used as a predictor of the general magnitude of
potenrial slab-on-grade heave, and the risk of poor slab-on-grade performance. Although the results
of laboratory swell tesring to deternvne the measured swell percentage or swell potential of
individual sampies of a soil or bedrock material is an important consideration in this process and
one that has been used extensively for more than 30 yeazs in the Denver metro azea, 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 are not sufficient to effectively assess future slab-on-
grade performance. Unfortunately a lazge 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 lndush-ies, Ine. Paee 1 of 3 March 2004
In an effort to provide some uniformity in terminology and provide a relative 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 Evaluarion and Residenrial
Basement Floor System Recommendarions". The risk categories developed by CAGE are
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
Representarive*
Percent Swell
1000 sf Surchaz e
Low
0 to<3
0 to<2
Moderate
3 to < 5
2 to < 4
High
5 to < g
4 to < 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 chazacteristics of the soils and bedrock within the anticipated
zone of moisture content increase (often refened to as the depth of wetting) below foundation
excavation depths when considering all of the above factors. A cunent 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 regazdless of the performance risk category judged to be representative of a given
site or area. 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 resuks of studies that have been performed recently in the Denver metro azea have
validated this observation. Criteria used in the study [o evaluate slab performance included a
maximum crack height of 1/4 inch, a maximum crack width of'/< inch, and a maximum 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 Industries, Inc. Page 2 of 3 March 1, 2004
Basement Floor Slab Performance
lm
G 60
~ m
d 'i: 50
x c 40
W v 30
d ~
20
Q 10
O y 0
= Low Moderate High Very High
Slab Performance Risk Category
Structurally supported floors, also Imown as structural floors, aze generally considered the most
effective way to reduce the likelihood of basement floar movement due to soil heave. There are
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 shuchxrally 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 floar 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 ]ow 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 construcrion 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
time, heaving of concrete flat work such as driveways, patios, gazage floors, etc. cannot be
precluded using readily available construction technology within practical, cost effective limits.
Professional Service industries, lnc. Page 3 of 3 March 1. 2004
v Partition
Spike as required I ~
for stability
~
Molding, nail
at bottom onl~ ~ r- Void Space
t
Drilled hole ---L Concrete
slab
Wood 2 x 4,
nail to slab
Information VOID SPACE DETAIL FOR
's ToBuildOn PARTITIONS ON SLABS
Eng/neering•Cortsufting•Testing EXHIBIT B
Brick or
siding
Minimum
Rock or
bark area with
downspout
extended
beyond
edging
Sod
•
Perforeted edging or ~
equivalent to alloe
release of water from
rock or bark area
Maintain minimum slope
of 109: away from Poundetion
Minimum 6 Mil ~
Polyethylene or Geotextile
Fabric sloped away from
foundetion under edging
to top of grass
Frame
Wall
Foundation
Wall
P LOT P LAN FOR MELODY HOMES INC.
LOT 2 , BLOCK 2, SKYLINE ESTATES, FILING 3
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO.
ADDRESS 5360 NEWCOMBE STREET
E.
NO0° 13' 1 1
~ ~ ~SETBACK
~
I o j, I
O I~ N I ~ - -
Vl N
~ I C I 26.3 T I
< i
'CO
N
~
~I°°I
~ O ~iI I
I I W 'U)
~III II
^ I ~ LO ~
I
11 1 84' I
I ~ I
_ I t0 M
N
,o'
66.00
10' U.E.
N
~ ICr) ~ I F4L
V1J ~
1 1 7
lcI li
PATIO
22.7'
~ 9.37 ~ 2.9' _
CRAWL I
I
I TOC = 50.0
10.7' TOF = 50.7
2057
~I I BSMT
L_ J
~ 9.0
I q
5~ S.O.I ~ b
3 CAR
GARAGE
y,49.3 17.0' I
~ PORCN ~
- ~ _
~
~
~
N
a ~
ao
M
W ~
~ I
Ln
0
^l ~0(
~~o~
I ~ M
LOT 2 1 N
7,920 sf.
,o'
0' I 46.82 NO0° 1311 "W 66.00"I 4s.is t
NEWCOMBE STREET
INFO STAKE:
MODEL 2087 LH
3 CAR
ELEV. A
LOT AREA (S.F.) = 7,920
HOUSE AREA (S.F.) = 2889.3
crHran~ Hore= .
-
COVERAGE= 36.57
1. THIS PLOT PLAN DOE$ N0T SHOW LOCAiION OF WiNDOW WELLS. FOft THEIR
HEIGHT= 19.9,
BLDG
LOCATON SEE STRUCTURPL ENCINEERED PLPNS.
2. DIMENSIONS SHOWN AROl1N0 THE PERIMEiER OF iHE STRUCIDRE ARE TO THE
.
AVG. BLDG. HEIGHT= 14.9'
EXTERIOR FOVNDATION CORNERS.
AVG. F.G.=
3. PROVIDE AND MAINTAIN POSITIpE DRAINAGE AWhY FROM AlL FOVNDAPON WALLS
PER WARRANTY REQUIREMENTi (0.5% MINP.IUM SLOPE FOR CONCRETE PANSJ
~
4. THIS PLOT PLAN SHOWS PROPOSED IMPROYEMENTS ONLY. FINAL CONSTRUCTION
MAV VARY.
5. FOR OUESTIONS REGARDING R1E FOUNDATION DURING EXCAVATION, FORM
SETTINC, ANO HOUSE CONSTRUCiION REFER TO THE ENCINEERED FOUNOAOON PLANS.
REVIE ED & APPROVED FOR STAKING
° HOUSE AT MINIMUM SETBACK
LEGEND: [:]Q UTILITY PEDESTALS
BEFORE
O
OpRING
E
WATER SERVICE R=PROPERTY LINE
w
NOTICE R QUIR
48
HOUR
Q SANITARY SEWER SERVICE BOW=6ACK OF WALK
° 2' STAGGER REQUIRED
FOW=FRONT OF WALK
LIGHT POLE
0 0
zU
^ 357. LOT COVERAGE FOR 2-STORY/ TRI-LVL
R
C
ES
&FLOW LINE
~AyFIRE HYDRANT -'---'-'"-SETBACK
~
T
AN
H
40% LOT COVERAGE FOR
o EASEMEN
Y HOMES
CALL UT,uTM NOTIFICATION
MINIMUM SETBACKS:
SC,aLE: 1°=20'
INC.
QMELOD
CENTER OF COLORA00
FRONT: 20.0'
DATE:05-12-04
ftost SHERIDANBLVD.
1-800-922-1987
O
I
SIDE: 7.5'REAR: 10'
REV:
WESTMINSTER C0. 80020
onS34-B7OO
OEN[R
-,_„-„m,,,,,,„.~.,,,~
STREET SIDE: 20.0'
BY: BMA
PHONE: (303) 466-1831
Krai wisxo urw ~±MO'~
M I N I U M
'
JOB N0: SKY3
FAX: (303) ass-zssa
BETWEEN STRUCTURES:15
~
L~
~
311.0
ll ~ I
W
F l
~ rw ' 1 y
I I ~ yl I
~ I~~ qi ln [S'__ n>
I SC~ ~1 j y I ~I
I I sl_ I~ ~F 1 I
~x n~^ iJ ~ m3 ~ II ~~^I
y. 3T . 14Y M M~~
-
y I 5~~ 3 li~l
' ~ ON 1-tlfg l. m 3 n I +III
I ~ I I
~y 1 A p I ~ ~ fll
I I I IW
L--~--- 120.00
~n.c SI
a r I ^ y T N~ IT ~ i I~..i' I
I ~ 1 ~ ~ II
~ I QQ 1 I ~
~ I 6~ I 1 I I
' I n 1 IS }1'F II I
l ly II EF~1 ~ m~°' 1 I I ~I
: I~ - _l l ~ I w ^I
Sa2dii - eY „y~ R--e'zo.oo~
a~.s 9I
I y d 5
a i ~ r
~ `i vaa~l ~II
i ~a • ~ ~ i
a f-' i W
I_~ 1~~_ ~1 I- J b Z
e "L-.--=--izo.oa 3nt--
.[K 'l'II .C_
~a II .r aN~ y~_xv_~, ~ a i I •II
pai i• ~ i ~ I
It
~ ` • II I I
y1 I~y 1~ ~ ~i ~ ~I
~ ic I u~ ~ ~ I I_ J' ~eI
L Y 3'~ .C b R
ZI
I STM/DRN~TRACT ~ nl
120.00'.x~' '
~ en.< . m v~ SI
- ° ~I
i q ~ o o i~«~ y; ~~i I
~
z ir I i ~ ~ ! i I_ J b il
-'n-c n rs.
~o I I^ N a ~II ~ II
oW
~r-= ~ I'
I I QO? 1 ~ ja ~ ~ I
J _1
! ~ 1 I
~ I i~ II
Z I i_ J n z
L ~ '3'II .S I
~ kk ~ O a J
~ ♦
W r ~
yl ^N 1 I ~
i
~ I JA' In .H ~
~ 4!+ i I I
~ ~y ~ x~ R! I I j `II
1
Z I~~ I I ~ ~ II~ 2
OI
L ' n
~ 89'46'49"W 120.00 q3n
I I~ +II
~ I I
.
~ ~
~ I
I
GS'6l l 69 94.685 `
• 5'LLEMw~ Q~~-K-~ ' \
VI~ ~
I 100 Z \
7-
tzal
~
0
9
t-i
r-
al 'I
~
i ~
L _L
43
)Wr~
I ~II
i
i
c ~ 'I
_ I
i IG
a "L_
o,r-
~
91 F f
II~ ~ 'I
I~ L
~
~
C I
~ I
' I
7 ly
Z ~ (
: "L L
_
i i
NOTES:
TYPICAL PORCH. PATIO & STOOP CONSTRUCTION: 1. FOUNDATION WALLS TO BE 8" THICK u
TURN DOWN SLAB EDGE 12° BELOW FINISH 2. PROVIDE A VOID SPACE ABOVE OR GRADE BY 8" WIDE. REINF. W/1-#5 CONT. GROUND. DRYWALL OR PANELING TO k_
x
TOP & BOTTOM. SUPPORT EDGE ON 8" OR MOVEMENT AT TOP OR BOTTOM; CO 10°4 PIERS DRILLED MIN. 3'-0" DEEP & 3. WRAP STEEL PIPE COLUMNS AND UTI 7 f!
TO SOLID BEARING (OR CONCRETE HAUNCH LB. FELT WHERE THEY PASS THRU S WHERE SHOWN). PROVIDE #4 DOWELS ~ 24 ~J
FROM WALLS TO SLAB. SLOPE SLAB AWAY 4. GROUT BEAM POCKETS SOLID AFTER 1 4 3 p 4 ~ ~ ! e ~n i ~
FROM BUILDING. 5. PROVIDE REINFORCING AROUND DEEP
ON DETAIL 2.
.
V♦
~ ~
VARIES PER PORCH 8" 6X6 WELDED WIRE VARIES PER PORCH 8" i w > ~ ~
SHOP PRIMED FABRIC. 4" CONCRETE SLAB 4" CONCRETE SLAB W8X13 ON GROUND. BREAKOUT STEEL SHOP PRIMED ON GROUND. h~
W8X13 1 ~
o ~ . ~ t'' ~ w ® cr ~
C1~ ~ ° ° ~ ~ ~ ~
TOP AND BOT. ~ ~ r. U ~ CONT. REINF. ~t BLOCKOIIT _ ~ ~ ~
~ TOP OF HAUNCH TO ~ HAUNCH FOR TOP OF HAUNCH TO
BE 8" BELOW TOP , BEAM. BE FLUSH WITH TOP OF WALL ~ 2-~4 X 5'-0" ~ OF WALL.
TURN SLAB EDGE ~ DOWN TO HAUNCH BRACE WALLS ~ ~ o ~ w -
AS REQUIRED. BEFORE ~ BACKFI~UNG. ~ I a _ - _ _ r
0 r. _ ~
i~
z 2-~4 (SIZE VARIES 'J i ~R
PER PORCH) 2-~4 (SIZE VARIES PER PORCH) tO
t~'
ANGLE EXPANSION JOINT. t t S
SEE SECTION 1 1
FOR DETAILS. ~i I
POLYETHYLENE ~ ~1 ~ POLYETHYLENE ~1 i r+r
SEE SECTION 1 t -
VOID BEYOND, SEE SEE FOR DETAILS. VOID BEYOND, SEE PLAN FOR LOCATION. PLAN FOR LOCATION. SEE PLAN BEAR ON UNDISTURBED PLAN ~ -
S~ CTT O N 9 S°"~3i8~~ . ~~-o~~ SECTION 10 I S~
HAUNCH AT END OF PORCH. HAUNCH AT MIDDLE OF PORCH. i ~1
1 r
t _v
i t
d~ I fL i
2x6 PLATE W/MIN. 8~ 4'~~ O _ - r
2-~/2"~ aNCHOR - - INDICATES P BOLTS TO BUTTRESS 5" MIN. ~ O ~ ~LOCATION. 1
~ O i 1b !-lG-lYN. » tf s~ 24 X2.4 X 1 0 THICK
TOP AND BOT. - ~ ~ ~ UN N T " LESS OED. 0 FTC. 4-O W 3- 5 EA, WAY B oT. t
CONT. REINF. ~ ^ ^ ,(J ~ "/'"y"' M ~ f-._
1 1/2" CLEAR 3'-10"a a I w i i w 1/ ~f U R 16 FTG- ~ TYPICAL ~a
2-#4 X ~ I~ ° AS SHOWN. BU~TRE~S T ~ FOR BEAM. ~'_g^ N 4 CONC. SSA B ON GR OUN[ w w a ~ GR UNLESS NOT OUND ~ Ed
(1 EACH FACE) 0 3' 4~- 2- J{4 X `D ~ 4- 5-O 4- -O I x N Z ~ ~
SEE SECTION 1 ON SHEET S-2 FOR VERTICAL AND HORIZONTAL cO o ^ w w R! 3 U ~ r i'-
WALL REINFORCING, IF REQUIRED. ~ ~ o I p I i ~ PAD ^ .a ` ~ 2~3 X ~ X ~ 0 THI k in C _ _ m r
I LO K ^ OUT WALL ~ ~ l 4!
~4 X N DOWELS O 8" O.C. ~ 10" ~ OR HAUNCH BEAM. ~'R
ALTERNATE DIRECTION OF LEG IN FOOTING. 1 4
z 1 1/2" CLEAR 1
^ ~ SPLICE BEAM AT CO LU Iti 6 I f,~ i C A i r'1 T /11, I C I~ i C' r'v C" i~
2_#q X ouN AS SHOWN. S ABRE~ THIS 4-4' SHEET.
(1 EACH FACE) r ~Y • .f~+ r 1
t_
iii iii
I~i~ 10 i
SEE SECTION 1 I ~ I =.III=~ v fOR DETAILS. M ~ f t•
C
S E C T I O N 11 3i8~~ _ ~~-o~~
BUTTRESS CONSTRUCTION ~ t
i 7
ti r
1. SEE ARCH. PLANS FOR DETAILS 2. SEE PLAN AT RIGHT FOR COMP 3. SEE SHEET S-2 FOR SECTIONS, _ ~ r
.L'
Q~ .
r {
_ -
zi
i
.S~ Lr ~:.t a
i_'.~
i~ r ex
''r i
i 1 1
e~
z r '~L
i d i~
I._..
'r' i
1 2
I J
4
f
1 f y.
t~ i 'I
WY
1..
~1 L
~ - 1
THAN 1 0 ,USE 1/2""0 ANCHOR ' rv r rv r~ L a as
BOLTS @ 24" O.C. MAX. SEE ARCHS. a as 12-0
s
SOOTING PAD
1. SEE ARCH. PLANS FOR DETAILS. 2. SEE SHEET S-2 FOR SECTIONS, DETAILS & GEI OF 2
4000.5/2000
2X PLATE ON TOP OF BEAM.
DOUBLE 2X ..1 PLATE. I
SEE DETAIL AT RIGHT FOR PLATE
AND BEAM POCKET PLACEMENT
8~~ WITH DOUBLE PLATE. FOUNDATION
2-#4 TOP & BOT. WALL. I
CONTINUOUS. 8 r
BEAM POC - DOUBLE PLATE AND
2 -0 MIN. 2- 4 T
OP~CBOT # f7 ff e ~-o aNT~N uous. 8 4 TOF & BOT.
BEAM POCKET CONSTRUC BRACE WALLS BEFORE ~ CON TINU OUS. 4-4 A
BACKFILUNG. ,1~ ~
,y
2 CO i
S E PL N q.~~ s . , 1 }
o WH j ANGLE EXPANSION JOINT. -
i~
4" CONC. SLAB ON UNDISTURBED
w S01~ OR COMPACTED FILL. _ _
z SCORE JOINTS IN SLAB AT - } MAX. 200 SQ. FT. AREAS. 3 ~ ~-III ~ ~ ~ #4
x o ~ ~ CAD - _ a
~ CO ~ R O o Z -
~ 4" ~ ~ PL o Z - r
~i
I GR
_m PROVIDE #4 X 1'-6" DOWELS ~ 2'-0" O.C. MAX. (MIN. 2 - ~ 1
4~~ VOID BEYOND, SEE DOWELS PER PAD) P(3LY. SEE BE PLAN FOR LOCATION. SEE S01 PLAN BEAR ON UNDISTURBED PLAN t 'a-
SOIL OR STRUCTURAL FILL. M t L
j~
~~CT~ON 1 ~~2~~ . ~~-o►~ ~~CTION 2 f'
REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER I i
DRAIN SYSTEM, IF REQUIRED. - ~ ~ ~ 1
- - r
I Q^ I 8"
2-#4 TOP & BOT. ROW OF REINF.
CONTINUOUS. N ~ ~ ~ Q
EMBED 2X8 OR 2X10 CONTINUOUS BEAM POCKE POCKET H
- LEDGER W/2 ROWS OF 20d FORMING ~ ~-III FLOOR FRAMI i ~-III 1/2" NAILS ~ 12" O.C. (1 TOP & 1 BOT.) STEEL PIPE COLUMN, SEE PLAN. ~ FRAMING NOT SHOWN. i ~ PROVIDE BASE PLATE 1/2" X 4" X 6" ~ ~ ~o
BEAR BASE PLATE DIRECTLY ON BEAM. ~ 2-#4 FULL HEIGHT ~ ~ lIGHT ~ w o
N SIMPSON 0210 HANGER PLYWOOD SU 3/4" T & G SUBFLOOR 00D SUBFLOOR i i SIMPSON U210 HANGER o 0 OF FDN. WALL. BEND 1'-6" C?VER
FLOOR FRAMING TOP OF WINDOW. BIER ~ ~ ~ oc W. ~ ~
~ ~ FLUSH WOOD BEAM W ~ i i ~ ~o LAG SCREWS AS F--~ ~ ~ ~
~ J ~ ~ y o REQUIRED FOR tl~ ~ _ w~
I z c~ STABILITY. w
~ F
~ N DRILLED HOLE
2X10 FLOOR JOIST, FLUSH GLU- SEE PLAN
~r Z 2-#4 UNDER MOULDING. NAIL ~ 2'-p" 2'_p^ WINDOW AS
GRADE AT AI GRADE AT AIR SPACE AT BOTTOM ONLY. a MIN. SHOWN. MIN.
1 s
=1 I I- I- =1 I ~ III--f =1 f ~ POLY. SEE SECTION 1
SEE FOR DETAILS. SEE SECTION
4" VOID BEYOND, SEE PLAN POLY. SEE PLAN FOR LOCATION. BEAR ON UNDISTURBED 4" VOID BEYOND, ~FE PLAN BEAR ON UN SOIL OR STRUCTURAL FILL. PLAN FOR LOCATIOFI. SOIL OR STRI ~~~~lofV ~ 1/2" = 1'-0" SECTION / 1/2" = 1' BEAM TO WALL CONNECTION
~ "
,a 1 t
GARAGE OR CRAWL S TOP ROW OF REINFORCING.
•T~
MAKE TOP BARS CONTINUOUS WITH TOP BARS IN BASEMENT
2'-6" MIN. WALL. 7,.
STOOP SLAB. FDN. i - i
WALL J
~1
o -
I BOTTOM ROW OF s1.
REINF. EXTEND INTO BASEMENT WALL
z i
O `ice
`v HAUNCH r.
-
INDICATES PLACEMENT OF VOID MATERIAL UNDER GRADE BEAM.-~ l
SEAL VOID WITH POLYETHYLENE.
2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. ~ o
(1 EACH FACE)
~ ~ n i i r~ i r i i r~ r- n T. TYbTr'` n i ~n~ ~~~n
i L 1/211 = 11-011 \4 L/ J I V L"Of h II t.J I `J v V *A-N L. L. I N L. I I L SEE PLAN ~ INTO WALL. 5. VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. ~~HEET NO.
AT BOTTOM ST ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPACE STEP BETWE EN GARAGE OR 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVA~ON
n PM% A „P-mo ► ,bom-ft L 1 f a: A TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. k,_` ON
ORCING DETAIL 1/411
N
j I
d
4 a
VS
J