HomeMy WebLinkAbout5330 Newcombe StreetINSPECTIOk RECORD Occupancy/Type
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection,
INSPECTION 234-5933
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Inspections will not be performed unless this card is posted on the project site.
**Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this proje t
Foundation Inspections
Date
Inspect Comments
Initial
Pier
Sewer Service
Concrete Encased Ground (CEG)
Mid -Roof
Plumbing
Foundation / P.E. Letter
Lath / Wall Tie
Do Not Pour Concrete Prior To Approval Of Th v p tions/
Underground/Slab Inspections
Date I Int alsor
omm nt
Electrical
Wall Sheathing
Sewer Service
Mid -Roof
Plumbing
Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
f jJ
Lath / Wall Tie
Rough Electric'
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw/ Nail
Final Inspections Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof e / t
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
A i CITY OF WHEAT RIDGE
Buildi#g Inspection Division
(303) 234-5933 Inspection line ,
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: t?- Or--
Job Address: `�� 0 � SAI 14
Permit Number: ',G 1 -10 5,t -,p b t
❑ No one available for inspection: Time AM/FM
Re -Inspection required: Yes P" No
When corrections have been made, call for re -inspection at 303-234-5933
� f
Date:F 61 Inspector:
DO NOT REMOVE THIS NOTICE
i
r�1
tf�
i
❑ No one available for inspection: Time AM/FM
Re -Inspection required: Yes P" No
When corrections have been made, call for re -inspection at 303-234-5933
� f
Date:F 61 Inspector:
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Homeowner Roof PERMIT - 201705681
PERMIT NO: 201705681 ISSUED: 08/08/2017
JOB ADDRESS: 5330 Newcombe ST EXPIRES: 08/08/2018
JOB DESCRIPTION: Homeowner re -roof: Replace damaged roof shingles with 30 year laminated
composition shingles. 39 squares
*** CONTACTS ***
OWNER (303)456-8576 PETERS RONALD B
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION:
FEES
Total Valuation 0.00
Use Tax 210.48
Permit Fee 220.15
** TOTAL ** 430.63
*** COMMENTS ***
10,023.00
*** CONDITIONS ***
I, the property owner, by my signature, attest that I currently reside at the project
property, intend to reside at the property for a period of one year after completion of the
project, and am personally performing all work, without the assistance of hired or
professional workers. Consultations and inspections will only be performed with the
homeowner of record present.
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) is required on the entire roof
when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and
mid -roofs may be called in at the same time, one hundred percent of the sheathing must be
complete and 25-75 percent of the mid -roof may be complete. 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.
City of Wheat Ridge
Homeowner Roof PERMIT - 201705681
PERMIT NO: 201705681 ISSUED: 08/08/2017
JOB ADDRESS: 5330 Newcombe ST EXPIRES: 08/08/2018
JOB DESCRIPTION: Homeowner re -roof: Replace damaged roof shingles with 30 year laminated
composition shingles. 39 squares
11 by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applica le 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
thisermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performedAnd that all work to be performed is�isclosed in this document and/or its' accompanying approved plans and specifications.
I
Signature of OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit 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. ApprouaLf work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
t
City of
Wheat Midge
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits(a)-ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
<31 -� ! I .I
Plan/Pennit #
Plan Review Fee:
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: ��3J'C�7 /��'-�}cep ciLd 61.
Property Owner (please print): lfely cl e 4 J, ��%��� Phone.3%3
Property Owner Email: ;D' 7�1.5 X,,oti' ®'/4�07-/O- -i % . n11,44
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Architect/Engineer:
Architect/Engineer E-mail:
Contractor: �� i =?
Contractors City License #:
Contractor E-mail Address:
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
Plumbing:
W.R. City License #
Phone:
Pho
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
❑ COMMERCIAL ❑ RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION [9 RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ OTHER (Describe)
(For ALL projects, please provide a detailed description of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
�v
Sq. FULF _
Amps
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials andbor included in the entire project)
OWNE'R/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature
! 0 '—
Signature(first and last name):_?� \ i'I'�a!-''Z� � °"`` DATE: Or
DEPARTMENT USE ONLY
ZONING COMMMENTS: OCCUPANCY CLASSIFICATION:
Reviewer:
BUILDING DEPARTMENT COMMENTS: / EI r:, e 4-3 , C
Reviewer: 2- 5
Building Division Valuation: $
W City of
wheat i e
IT
COMMUNY DEVELOPMENT
Official Certification of Property Owner Permit
THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently
reside at the project property, or intend to reside at the property for a period of one year after
completion of the project, and am personally performing all work, without the assistance of
hired or professional workers, or, if hiring sub -contractors, list them on the permit.
Consultations and inspections will only be performed with the homeowner of record present at
the project property.
Property Owner(s):
Project Property: ��� d /fit= tueG 11 0 yQA /yAdx I '��e elzrwA
Notarized signature of Applicant
State of Colorado }
County of_�'�S'S�s, ) ss
The foregoing instrument was acknowledged by me this 1944"'day of i,. 20J2 by
ItD�lalt� i3 �e�,r5
T7AMARA ODEAN
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20164015481
My COMMISSION EXPIRES APRIL 22, 2020
My Commission Expires Nl20
,26
Notary Public
INSPECTION REii �' Occupancv/TVpe
'°INSPECTION LINE: (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
i
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS
COMMENTS:
Footings /Caissons
Stemwall / (CEG) Concrete
Encased Ground
Reinforcing or Monolithic
Weatherproof/ French Drain
Building Final
Sewer Service Lines `
Fire Department
Water Service Lines :`
R.O.W & Drainage
POUR NO CONCRETE LIN nL ABOVE HAS BEEN SIGNED.
i" CONCRETE SLAB FLOOR
Electrical (Underground)
r '
Plumbing (Underground)
Heating (Underground)
Do NOT POUR FLOOR UNTIL ABOVE. HAS BEEN SIGNED
.`ROUGHS
Sheathing
Lath / Wall tie
-:Mid -Roof
Electrical Service
<r
Rough Electric
Rough Plumbing
all
vv
Gas Piping
^% Rough Mechanical
ABOVE INSPECTIONS. TO BE SIGNED PRIOR TO PROCEEDING
Framing
Insulation
Drywall Screw
W
S
FINALS
Electrical ;-
Plumbing
Mechanical
Roof
Building Final
Fire Department
R.O.W & Drainage
INSPECTIONS FOR PLANNING S. ZONING, FIRE AND PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
:Parking & Landscaping
"NOTE :. ALL ITEMS MUST BECOMPLETED: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 OCCUPANCY NOR PERMISSION FOR OCCUPANCY
, )CCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 235-2857 Fax
( INS70CTION NOTICE
Inspection Type:
L It Job Address: ~ ¢
Permit Number:
P
✓ t
❑ No one available for inspection: Time I AI01 PM
Re-Inspection required: Yes &0
' When correctio^n}sha, v~e~been made, cal/ fo o fvt 3[{ 23 A 933
Date: Inspector: 777 ,
DO NOT REMOVE THIS NOTICE
~e
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: 5" V ~.te Permit Number: eo~2~,--)O a
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
"When corrections have been made, call for re-inspection at 303-234-5933
Date: 1 r.v o; Inspector:
%rr y .
U
00 NOT REMOVE THIS NOTICE
City of Wheat Ridge
/ Residential Roofing PERMIT - 092700
PERMIT NO: 092700 ISSUED: 09/24/2009
JOB ADDRESS: 5330 NEWCOMBE ST EXPIRES: 03/2.3/2010
DESCRIPTION: T/o: Install 41-. sqs. GAF/Elk Timberline 30!
***CONTACTS
OWNER .`.303/456-8576. Ron Peters
gc 303/458-0727 Derek Hendricks 06-0033 Brickey Construction
PARCEL INFO.
ZONE. CODE: UA `.USE: UA
SUBDIVISION: .0049 BLOCK/LOT#:. 0/
FEE SUMMARY ESTIMATED PROJECT VALUATION: 9,822.75
FEES
Permit Fee .235.70
Total Valuation
.00 y
Use Tax 176.81
* * TOTAL * *
412.51
Conditions:
6 nail installation & mid-roof inspection required. .Board sheathing spaced more..
than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and
water shield required from eaveedge to.2'inside exterior walls.
Subject to field inspection.
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules. or. regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
'measurements shown, and allegations made are accurate; that I have read and agree to abide by. all conditions printed on this
application d I assume full responsibility for C?JJJp~~~pliance with the Wheat Ridge Building Code (I.B.C) and all other:
applic {t Ridge Ordinances, for work under ply~jsperrmmitt Plans subject to field inspection.
Signa u cf rac! r/own/ r -C(c//~ (date
1, This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
state of Colorado and to the. Zoning Regulations and Building Codes. of Wheat. Ridge, Colorado or any other applicable
..ordinances of the City.
2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration
date. An. extension may be granted at the discretion of the Building Official.
3. If this permit expires, a new permit may be acquired for afee of one-half the amount. normally :required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) pear. If changes have been or if. suspension or abandonment exceeds one (1) year, full. fees shall
be paid for a new permit.
4. No work of any manner shall be done that will change the natural flow of water causing a drainage. problem.
5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive.
written approval on inspect 0n card before proceeding with successive phases of the job.
6. The issuance of a or. the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval of,.ay1}~,~ clarion of the provisions of the building codes or any other ordinance, law, rule or regulation.
All :plan rev: a ~ 30, to field inspections.
Signature of Chib(f Building Official date
INSPECTION REQUEST LINE: (303)234-5933 BUILDING. OFFICE: .(303)235-2855
REQUESTS 'MUST BE MADE BY '3PM-ANY BUSINESS'DAY -FOR INSPECTION THE FOLLOWING BUSINESS DAY'.`..
v
ti
~~oF aa^go City of Wheat Ridge Building Division Date: Zt/ Q9
l m 7500 W. 29tH Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-235-2857 Plan
°o<oanoo' Inspection Line: 303-234-5933
Permit
Building Permit Application
MENNIMI 5330 NFNJcdm F ST-
Property Owner (please print): Elf jECS Phone 033 -1-/5'6 -Y6-76
Mailing Address: (if different than property address)
Address:
State,
INEW B2lc4EY caNs~r~v~Trvn)
EMENEW
Electrical City License Plumbing City License Mechanical City License
Company: Company Company:
- ~`S9 -672,
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval:
Approval:
Use of s ace description): 400 F Construction Value: g_ 82. Z
(as calculated per the Building Valuation Data sheet)
6YAFIF C.Ie TIrN jM9&1AIr✓ 30 Plan Review (due at time of submittal: $
Sq. Ft./L.Ft added: Squares _L"_ BTU's Gallons Amps
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection.
C/RLCE ONE:: ~.((OOnW'N~ER) (CONTRACTOR) or PERSONAL REFIRE AT of (OWNER) (CONTRATOR)
PRINT NAME: T2rVI0 Gf-i167FASO'~ SIGNATURE: Date:.
ZONING COMMENTS:
Zoning:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
DEPARTMENT USE ONLY
OCCUPANCY:
Bldg Valuation:
sa
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
17876
10/12/2004
Property Owner: RONALD B PETERS
Property Address: 5330 NEWCOMBE ST
Contractor License No. :
Phone : 456-8576
Company: Phone:
OW NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation : $4,500.00
I hereby certify that the selback distances proposed by this permit application are accurate, and Permit Fee : $144.70
do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations Plan Review Fee : $0.00
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 Use Tax : $90.00
Code (U.B.C.) and all other applicable Wheat ge ord'nanc s, forwork under this permit.
~,,O~ Total : $234J0
(OWNER)(CONTRACTOR) SIGNED f// .~DATE
Use:
c ~
Description : DECK (297 SQ. FT.) D 18 f~
please Note:
pwner / wntracWr is responsible for lOCCO~ din tOPc
to trtY
BUILDING DEPARTMENT US~~11 plan and requirod development standards.
The City is qqI~sP°nsible foc~nac~p rate infomiation
submitted within the plan set'aZ18 ahY construction
Zssning Comtt)ents;-
Approval : TRC OK erron resulting from inaccurate informatiun.
Zoning : PRD
Building Ccmments; NO ISSUES IF DECK IS LESS THAN 30" IN HEIGH7.
Approval: CR
Public VYtorks Camments:
Approval:
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
(1) This permit was issued in accordance with lhe provisions set forth in yopur application and is subject lo the laws of the State of Colorddo and to the Zoning
Regulations and Building Code of W heat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building aulhorized is suspended or
abandoned for a period of 120 days.
(3) If this permit ezpires, a new permit may be acquired for a tee of one-half the amount nortnally required, pmvided no changes have been or will be made in the
original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceetls 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 tlow of water causing a tlraina9e problem.
(5) Contractor shall notiy lhe Builtling Inspector hvenry-four (24) hours in advance for all inspections and shall receive writlen approval on inspection card be(ore
pmceediing with successive phases of the job.
(6) The issuance of,g rmit or 5 prova wings and specifcations shall not be constmed to be a permil for, nor an approval of, any violation of the
provisions of tildi deis or any ot nance, law, rule or regulation.
:
-y
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number:
o~ W"E'Jq BUILDING INSPECTION LINE - 303•234-5933 Date:
~ q, CITY OF WHEAT RIDGE
" 7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235•2855)
CO~~RpOO APPLICATION
Property Owner: ,6la Q AwrFA5
Property Address: 5qjp 1VIkw6637~• Phone: - ~f'~O
.N~6~
Contractor License No.:
Company: Phone:
OWNER/CONTRALTOR SIGNATURE OF UNDERSTANDING ANO AGREEMENT
I hereby certify that the setback distances proposed by this permit apptipUon are
accurate, and do noi violate applicable ordinances, rules or regulalions oi the Ciry of
W heat Ridge or covenants, easements a restriclions of record; that all measurements
shown, an0 alleyalions made are accurote; that I have read anG agrae to abi0e by all
wnditlons printed on ihis application an0 that I assume full responsibiliry for
compliance wiN the Wheat Ridpe BuilAing Code (U.B.C) and all oNer apD~irable
Wheat Ridge Ordinances, for work*nder this permrt.z,
(OWNERxCONTRACTOR):PRINTEO /CN`~-*a 'F
Description: 90,i-~cK-
Sq. Ft. addad W?17
COMMEN7S:
Approval:
Zoning: ~D "
; COMMEN75:
APProval: N~~
WORKS COti1MENTS:
Approval:
Q3 Walls:
Electrical license No:
Company:
BUILDInG DEPARTMENT
)d- d~l~'~ ~255
~ K~
Roof: Stories:
Plumbing License No:
Company:
onstruction Value:$ ysov
Permit Fee:$
Plan Review Fee:$
Use Tax-$
Total:$
/ r'..:` •,V`
Y
Residen[ial Uni[s:
Mechanical License No:
Company:
Expiration Date: Expiration Oate: Expiration Date:
ApProvaP ApProval: ApProval: _
(1) Thia permit waa issued in axordanee with the Dmvisans set forth in your appliption an0 is subject W the laws of the State of
Cobratlo and to the 2oning ReguWtions and Building CoOes of W heat RiOpe, Colorado or any oMer appliwble ordinances of
the City-
(2) This permit shall expire it (A) the wak authorized is not commenced within sixly (60) Eays hom issue date or (B) the building
auUwrized ia susperMeO or abandone0 fw a period oi 720 daya.
(3) Ii tlWis permft expires, a new permR may be acquired for a fee of one-halt Ihe amount mrmally reQuired, provided rw chanqes
haye been wwill be mede in the oripinal Plans and spedficatl" end eny wapension u abandonmeni hes rat excee0ed one
(7) Year. Ii changes have Dean a N suspension or abandonment ezceeds one (1) year, full tees stiall be pald for a new pertnil
(4) No worlc of any manner shall be dorro thal will chanpe the naWral flow of water causing a Arainape pro0lem.
(5) ConVactor sAall noGy the BuilOinp InspeMr hwenty-four (24) hours in atlvance ta an inspections and shan receive written
approval on inspecUOn wrd Cefore proceedinp wiM successive phases of the job. (6) lTe issuanoe of a permil or Gro approval of Orawinps anC spadfications shall rwt be consWeO Io be a permit ior, nw an
approvai of, any violaGOn of the provisions o the buildinp codes a any other ordinance. law, rule or regulaGOn.
C ' uilding Official
VO.L' 11n JJJ VOO IOJI
09/06/2004 07:55 F.kI
unn McL.I~* .!Lu>inu Jc?i
» KELODY ISP
tJt./J13
000G
IMPROVEMENT SURVEY
ANO
Carroll & Lange 4 DRAINAGE CERTIFICA TC
I/ O~I1 os001o0
66.00' N0073'11 "W
~ 4~
IW
LOT 6
1 BIOCK 2 _
F ~ N
N
} I
I ~
I I
~
I
I~1
M
~
Omm
10' U.E.
- X7 'IIII
.r~✓~' W W
o~e, 4-~~~
22.7' II`l
'M 1 STORY
6 FRAAIEdcROCK
5330
NEWCOMBE STREET
cc ~zo, FF=98'-
c ~
20.0'
• ~ ♦
66.~~~ S
9k.~ OS,}
o ~ - ~
0
N
10' U.E.
0'13'11 E
' .
NEWCOMBE STREET
~ I
l~
~ ~
I"
i. s' .
I
~
~
Y
PLAT
,ipg NQ 3161
ORANH 81` PH
oAtE oakw 9-3-04
REMSEp ISP• .
RENSED ISP:
RECRADf:
- ND
• NIFOUHD $3 REBAR
M11'H P1,A511C CAP
o-FauNa N.uL & asK
C-PNOPfRTY UMf
BOWINBAqC Of WALK
C-FLOw UNE
OO -PmESTA~
I NISERNCE
-UGHT POIE
PROPOSED TC9-47,6
AS-BVlli TCB- ♦7.3
z--~-r~
~
o~
Q w MbMI K nPS nqtOCnoq o.
~ '1111111INIIII INIMPNIX[I ...wI,
eow wroa ~uvuamrornacaan ivw s.uc+ruier~t
o.r.a
a~ roc « .a rwm
~ a1NKt ~1MS1 Taoa< rt n
IW1 mepWRl1Y N Wwfrl K
01.tlQ u Rf fy"K vOP W AI
oamm wx ~
BEaRINCS nRE BASEO Or! 7HE EyYL UNE OF LOT-fL, BLOCK Z,OF THE RECORDED PLAT SKttWE STA 4 FI Inf• NO. 3
BEARINC N00'13'11' .
W WITN MONUMENTS AS SH01`M HEREON.
THIS CERTiFlES THAT THE A80VE IS a TRUE AND CORRECT vLAT OF A SURVEY uApE VNDER MY SUPERVISION
71-4I5 24fL DAY OF SEPi. 2004 , Oi' iHE PROPERTY DESCRIBm
as LCT 6, BLOCK 2, FLOOD INFORMAiION:
SK1'UNE ESTATES FILING NO. 3, nos vaovERn u[s vnnur zone c. oesicnArEo As
CITY OF WHEAT RIDGE, AREaS 0F VINWA~ F1000WC, ACCOROINC TO FEDEp.LL
ENfftGENCY NANACENENT AGENCY fL000 INSURMCE
COlJN1'Y OF JEFFERSON, nAtE ww,,aauKy„irr v,w[t. No. oeS079-0005 c.
57A7c, OF COLORADO RenatP"~'{P~~{.-1}K, (SKTLNE ESTAT[5 fLC. NO
AND TPAi THE LOCAT70N AND DIMENSIONS Of ALL BUILOING IMPROVEM(APi'.GH9 RICHTS-OF-WAY IN
EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS 9Y OR pnl THE P~E'S ARE LY SHOwN.
. ~
0 Y: ' o
OATE: . i
• u • : Y: f
RECERTI~ iT7' 99: -..r~'' GpATE:
1N;i SURI.Y P^~S N,^,I AOCR:~ EASJIENIS OIX;R 11VM iHOg SHOM! O~Y iH; f1ECpf1Gfl RA( NGI[D ~EAiO,N. k. ~t~fN~ Mti5 Rta'eom wr~f S~aKr~+.
N071CE: .caawc ~a caa.oo u..a MUST cw1acc .n. ucu..cnw c.m ura ,..r cmcr i. .n., *aa rtMS yu+ w nu. uxao,Ilxo ww
:QLCT. ix Np (bl' YAY MY ~T,~ BnbFL IIOI MT ORCG' lX IMS }II1KY oC X1M4(NQD udC MM RN KMS I110Y IK OAR 0I NC RlIIRXAniN wOw NP[..
The Home Depot # 1517
7125 W 88TH AVE, WESTMINSTER, CO 80021
(303) 420-2498
Fn Aug 27 06:22:21 2004
The materials for Shis project will cost $2437.51
RON PETERS
TREX MADIERA
82558
3D View
w
Wheat Ridge Building Department
Ap
_ DIN • CIAL DATE
~ The iswmce d a permM a aPD~y d DWM. Veak*^s
md mnqulalian shaN nd De s peimit for, u an appmval d. anp violation b
any d the Provqions d Hie buildxQ aode a d aly Ciry or6naioes.
'ernys pwifr"^9 to give authorily ro vidale a cancel Me Praisons d UN
puild'pig codes or olher a A,nanres oI the Ciry shall nd Oe waAd.
the Home Depot # 1517
7125 W 88TH AVE, WESTMINSTER, CO 80021
(303)420-2498
Fri Aug 27 062221 2004
The materials for this project will cost $2437.51
RON PETERS
TREX MADIERA
82558
Post Layout for Deck 1
15'
~
N
61
O
R11
ti
N
~
N
r-i
ls, lsf 2"
-13' 13- 2•,
7' a" A ■
0 0 7, y..
5, 4,.
1^2'2' 9": ` ~
g.5".
BasePOint - -in -
- O
m
■
~
2.
9-
~
~p
N
ti
~
N
m
N
N
The Home Depot # 1517
7125 W 88TH AVE, WESTMINSTER, CO 80021
(303) 420-2498
Fri Aug 27 06:2221 2004
The materials for this project will cost $2437.51
RON PETERS
TREX MADIERA
82558
Deck Layout
The Home Depot # 1517
7125 W 88TH AVE, WESTMINSTER, CO 80021
(303) 420-2498
Fn Aug 27 0622:51 2004
RON PETERS
TREX MADIERA
82558
Construction Specifications
deck 1:
Construction Method = Beam Flush With Joist
Footing Type = Pier In-Ground
Live Load = 60
Dead Load = 10
Decking Spacing = 0 1/8"
Joist Spacing = 12"
Beam Spacing = 90"
Post Spacing = 88 13/16"
Decking = 2X6 Con Common Redwood No. 2
Beams = 2X8 25 ACQ Southern Pine No. 1
Joists = 2X6.25 ACQ Southem Pine No. 1
Posts = 4X4 ACQ Southern Pine No. 2
Deck Height = 72"
Diagonal Bracing = No
Deck Skirt = No
Joist Overhang = 0"
Beam Overhang = 0"
Decking Deflection Factor = 360
Joist Deflection Factor = 360
Beam Deflection Factor = 360
Pref Decking Size =
Pref Joist Size = NONE
Pref Beam Size = NONE
Pref Post Size = NONE
Railing 1:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Railing 6:
Railing Height = 36"
Baluster Spacing = 3 314"
Stair 1:
Step Width = 36"
Step Height = 12"
Step Rise = 5 3/8"
Step Run = 11'
SUingers = 2X12 ACQ Southern Pine No. 1
Risers = 5I06 ACQ Premium Southem Pine No. 2
Treads = 2X6 Con Common Redwood No. 2
Railing 7:
Railing Heighi = 38"
Baluster Spacing = 3 3/4"
Railing 8:
Railing Height = 36"
Baluster Spacing = 3 314"
Raiiing 4:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Railing 2:
Railmg Height = 36"
Balusier Spacing = 3 3l4"
Railing 3:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Railing 5:
Railing Height = 36"
Baluster Spacing = 3 314"
The Home Depot # 1517
7125 W 88TH AVE, WESTMINSTER, CO 80021
(303) 420-2498
Fri Aug 27 06:2221 2004
The materials for this project wiil cost $2437.51
RON PETERS
TREX MADIERA
82558
Deck Dimensions for Deck 1
2 2 , 8•,
N
l1
ti
N
N
~ N
Deck 1
6' 4" - 2' -
_ 2' _
6' _ z' _ 3• _
6' - 2' -
22- 8"
9' 8" -
12' g"_
ri tn
Ti r1
N
Jo:st Spacing = 12 in, o.c.
Baluster Spacing = 3 3/9"
Toe Spacing = 3 3/9"
Railir,g Height = 36"
. 13' - 9' 8" -
The Home Depot # 1517
7125 W 88TH AVE, WESTMINSTER, CO 80021
(303) 420-2498
Thu Aug 26 13:5222 2004
The materials for this project will cost $2304.26
RON PETERS
TREX MADIERA
82558
3D View
The Home Depot # 1517
7125 W 88TH AVE, WESTMINSTER, CO 80021
(303) 420-2498
8/26/2004
RON PETERS
TREX MADIER.4
82558
Materials for Deck
Qty
UOM
SKU
Use
Description
79
EA
781152
Baluster
1 3/8X1 318 48 RDWD CLR BEVEL BLSTER
9
EA
255523
Beam
2X8-8 #1 SYP.25 ACQ/CA
1
EA
255677
Beam
2X8-16 #1 SYP .25 ACQ/CA
- 4
EA
436429
Decking
2X6-16FT. CON COMMON REDWOOD
~46
EA
436402
Decking
2X6-12FT. CON COMMON REDWOOD
''2
EA
436380
Decking
2X6-8FT. CON COMMON REDWOOD
5
EA
255278
Joist
2X6-8 #1 SYP .25 ACQ/CA
10
EA
255411
Joist
2X6-12 #1 SYP .25 ACQ/CA
g
EA
255457
Joist
2X6-16 #1 SYP .25 ACQ/CA
1
EA
255376
Ledger
2X6-10 #1 SYP .25 ACQ/CA
1
EA
255457
Ledger
ACQ/CA
2
EA
256276
Post
X4-8 #2 ACQ/CA
~10
EA
436542
Railing Post
4X4-8Ff. CON COMMON REDWOOD
1
EA
224841
Stair Stringer
2X12-12 #1 SYP ACQ/CA
-1
EA
436399
Tread
2X6-10FT. CON COMMON REDWOOD
-1
EA
436380
Tread
2X6-8FT. CON COMMON REDWOOD
-8
EA
254258
V Bottom Rail
2X4-8 #1 SYP .25 ACQ/CA
~ 8
EA
436321
V Top Rail
2X4-8FT. CON COMMON REDWOOD
70
EA
865827
2x6 Joist Hanger
ZMAX 2X6 JOIST HANGER
13
EA
209715
4x4 Post Foot Brkt
POST BASE 4X4 Z-MAX
13
EA
544208
Anchor Bolt
CARRIAGE BOLT-GALV. 1/2 X 8
13
EA
538892
Anchor Nut
HEX NUT GALV 1/2
13
EA
538981
Anchor Washer
FLAT CUT WASHER GALV 1/2
1
EA
735068
BalusterScrewTan
IOLTAN 5L8 2 1121N DECKMATE DECK SCRW
26
EA
544208
Beam Bolt 4x4
CARRIAGE BOLT-GALV. 1/2 X 8
26
EA
538892
Beam Nut
HEX NUT GALV 1l2
26
EA
538987
Beam Washer
FLAT CUT WASHER GALV 1/2
26
EA
169765
ConcPierin-Ground
80L8. CONCRETE MIX
3
Eq
734988
Deck Screws Tan
-5# TAN 3 IN DECKMATE DECK SCREW
4
EA
130174
Flashing
1-112 IN X 10 FT COLD ROLLED CHANNEL
1
EA
336963
Footing Tube 10"
101N X 481N TUBE FOR CONCRETE
4
PK
462810
Hanger Nails 2x6
10D JOIST HANGER NAILS
2
EA
192708
Joist Framing Nails
160 3-1/2" HOT GALV COMMON 5 LB
27
EA
538981
Lag Bolt Washer
FLAT CUT WASHER GALV 'I l2
27
EA
928607
Ledger-Bolt
LAG SCREW GALV'I/2 X 6
38
EA
544208
Rail Post-Bolt
CARRIAGE BOLT-GAIV. 1/2 X 8
38
EA
538892
Rail Post-Nut
HEX NUT GALV 1/2
38
EA
538981
Rail Post-Washer
FLAT CUT WASHER GALV 1l2
1
EA
735068
Step Screw Tan
-TAN 5L8 2 1I21N DECKMATE DECK SCRW
The total cost of in stock materials is $230426 plus tax.
This estimate was created on 812612004 and is valid for 3 business days.
Paremeters from UBC.cod parameter file.
Parameters used for Deck 1: 60 psf live load, 48 inch footing depth.
WARNING:
THIS IS NOT A FINAL DESIGN PIAN. VARIATIONS IN BUILDING CODES, SPECIFIC ARCHITECTURAL
CONSIDERATIONS, OR SITE CONDITIONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE
FOR THE FINAL STRUCTURE, CODE VERIFICATION, MATERIAL USAGE, AND STRUCTURAL SAFETY OF THIS
DESIGN. BE SURE TO CHECK AND VERIFY THE DESIGN WITH YOUR LOCAL ARCHITECT AND BUILDING
INSPECTOR.
THE COMPANY ASSUMES ABSOLUTELY NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM.
ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE
REASONABLE AND ACCURATE.
ZMPORTANT: BEFORE INSTALLING MANUFACTURER SPECIFIC PRODUCTS, REFER TO THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
CONSUMER INFORMATION SHEET FOR ACQ PRESERVED WOOD
ACQ PRESERVED WOOD ALSO KNOWN AS ALKALINE COPPER QUATERNARY COMPOUNDS IS A
NEW PRODUCT BEING OFFERED AS AN ALTERNATIVE TO TRADITIONAL PRESSURE TREATED
WOOD. ACQ PRODUCTS PROVIDE CONSUMERS AN OPTION IN THEIR SELECTION OF
PRESERVED WOOD PRODUCTS. THE PRESERVATIVE TECHNOLOGY IN ACQ PRODUCTS HAS
BEEN USED COMMERCIALLY SINCE 1991 THROUGHOUT EOROPE, ASIA AND THE UNITED
STATES.
FOR MANY BACKYARD AND COMMERCIAL PROJECTS, ACQ PRODOCTS ARE AN IDEAL
ALTERNATIVE TO TRADITIONAL PRESSURE TREATED WOOD. HERE'S WHY:
ACQ PRESERVED WOOD PRODUCTS ARE DURABLE AND DESIGNED FOR OUTDOOR
CONSTRUCTION.• THE PRESERVATIVE ZS COPPER-BASED WITH A CO-BIOCIDE, ALSO
KNOWN AS ALKALINE COPPER QUATERNARY COMPOUNDS (ACQ).
• ACQ-TREATED WOOD PRODUCTS ARE THE MOST WIDELY USED ALTERNATIVE TO
TRADITIONAL PRESSURE TREATED WOOD IN NORTH AMERICA
• ACQ PRODUCTS ARE IDEAL FOR OUTDOOR FURNITURE, DECKS, LANDSCAPING,
GAZEBOS, FENCES, PATIOS, WALKWAYS, BOARDWALKS AND DOCKS.
THE MAIN ACTIVE INGREDIENT IN ACQ IS COPPER. COPPER HAS LONG BEEN KNOWN AS
AN EFFECTIVE WOOD PRESERVATIVE. IN ACQ, IT IS COUPLED WITH A QUATERNARY
COMPOUND OR "QUAT" FOR ENHANCED PERFORMANCE AGAINST COPPER-TOLERANT FUNGI
AND TERMITES. QUATS ARE COMMONLY USED IN HOUSEHOLD DISINFECTANTS AND
CLEANERS.
HANDLING, CONSTROCTION TECHNIQUES AND THE GENERAL CHARACTERISTICS OF ACQ
WOOD PRODUCTS ARE SIMILAR TO THOSE OF TRADITIONAL TREATED WOOD. MOST
IMPORTANT, ACQ PRODUCTS HAVE PROVEN AROUND THE WORLD TO REDUCE DEMANDS ON
FOREST RESOURCES BY GREATLY EXTENDING THE LIFE OF WOOD.
IMPORTANT APPLICATION INFORMATION
USE AN END-COT PRESERVATIVE v WHEN BUILDING YOUR OUTDOOR PROJECT WITH
ACQ PRESERVED WOOD, IT IS IMPORTANT TO PROTECT THE CUT ENDS OF BOARDS FROM
FUNGAL DECAY. ALL CUTS AND HOLES THAT EXPOSE UNTREATED WOOD SHOULD BE
LIBERALLY BRUSH-COATED WITH AN END-CUT PRESERVATIVE (COPPER NAPHTHENATE IN
GROUND CONTACT OR ZINC NAPHTHENATE ABOVE GROUND) BEFORE THE WOOD IS
INSTALLED. ALSO APPLY ON AREAS WHERE MOISTURE CAN COLLECT. ALWAYS FOLLOW
THE MANUFACTURER'S RECOMMENDATIONS.
• USE CORROSION-RESISTANT FASTENERS v ACQ PRESERVED WOOD PRODUCTS ARE
DESIGNED FOR LONG-TERM PERFORMANCE IN OUTDOOR APPLICATIONS AND, THEREFORE,
REQUIRE HZGH QUALITY, CORROSION-RESISTANT NAILS, SCREWS AND OTHER
FASTENERS. FOR BEST RESULTS, FASTENERS SHOULD BE STAINLESS STEEL, HOT-DIP
GALVANIZED OR OTHER FASTENERS THAT HAVE PERFORMED WELL IN APPROPRIATE
TESTING WITH COPPER-BASED PRESERVATIVE TREATED WOOD.
• DIRECT CONTACT OF ACQ PRESERVED WOOD WITH ALUMINUM ZS NOT RECOMMENDED
AND SHOULD BE AVOIDED v WHEN USING ACQ PRESERVED WOOD IN CLOSE PROXIMITY TO
ALUMINUM PRODUCTS, SUCH AS ALUMINUM SIDING, FLASHING, AND DOOR AND WINDOW
FRAMES, A 1/9" MINIMUM SPACE MUST BE ALLOWED FOR BETWEEN THE ACQ AND THE
ALUMINUM PRODUCTS. POLYETHYLENE OR NYLON SPACERS CAN BE USED TO MAINTAIN
THE 1/9" SPACING. ANOTHER OPTION IS TO USE A POLYETHYLENE BARRIER, WITH A
MINIMUM THZCKNESS OF 10 MZLS, BETWEEN THE ACQ PRESERVED WOOD AND THE
ALUMINUM PRODOCT TO PREVENT DIRECT CONTACT OF THE WOOD AND THE ALUMINUM.
• DRILL PILOT HOLES TO MINIMIZE SPLITTING, ESPECIALLY WHEN NAILING OR
SCREWING NEAR THE EDGE OR END OF A BOARD.
SPACE DECK BOARDS APPROPRIATELY v IF THE WOOD FEELS DRY, ALLOW 1/8"
SPACING BETWEEN BOARDS FOR DRAINAGE AND VENTILATION. SHOULD THE WOOD FEEL
WET DURING CONSTRUCTION, SPACE DECK BOARDS CLOSER TOGETHER TO ALLOW FOR
SHRINKAGE AS DRYING OCCURS.
• APPLY A WEATHER-RESISTANT FINISH v ANY EXPOSED WOOD, PRESSURE TREATED OR
NOT, SHOULD BE PROTECTED FROM THE WEATHER. APPLICATION OF A QUALITY CLEAR
WATER REPELLENT OR SEMI-TRANSPARENT STAIN WHICH CONTAINS WATER REPELLENT
WILL HELP MINIMIZE THE CYCLES OF MOISTURE TAKE-UP AND LOSS THE WOOD GOES
THROUGH OUTDOORS. IF YOUR ACQ PRESERVED WOOD HAS NOT BEEN PRESSURE TREATED
WITH A FACTORY APPLIED WATER REPELLENT, APPLY A CLEAR WATER REPELLENT WHEN
THE WOOD IS SURFACE DRY OR WAIT APPROXIMATELY 60 DAYS BEFORE APPLYING A
SEMI-TRANSPARENT STAIN. IF THE ACQ PRODUCTS CONTAIN A FACTORY WATER
REPELLENT, AN OIL-BASED STAIN CAN BE APPLIED IN 30-60 DAYS AND WATER-BASED
STAINS CAN BE APPLIED AFTER 6 MONTHS. ALWAYS CHECK THAT THE WOOD IS SURFACE
DRY BEFORE APPLYING STAIN. IN ALL INSTANCES FOLLOW THE MANUFACTURER'S
DIRECTIONS WHEN APPLYING WATER REPELLENTS OR SEMI-TRANSPARENT STAZNS WHICH
MAY CONTAIN WATER REPELLENT.
THE PRESERVATIVES IN ACQ PRODUCTS ARE FREQUENTLY USED IN PRODUCTS THAT ARE
COMMON IN OUR EVERYDAY LIVES. COPPER, A NATURALLY OCCURRING MINERAL, IS AN
EFFECTIVE AND WIDELY USED FUNGICIDE, AND QUATERNARY COMPOUNDS ARE COMMONLY
USED IN HOUSEHOLD DISINFECTANTS AND CLEANERS. THE PRESERVATIVES IN ACQ
PRODUCTS PENETRATE INTO AND WILL REMAIN IN THE WOOD FOR A LONG PERIOD OF
TIME. HOWEVER, SOME PRESERVATIVE MAY MIGRATE FROM THE PRESERVED WOOD INTO
SURROUNDING SOIL OVER TIME AND THERE MAY ALSO BE INCIDENTAL CONTACT WITH
THE SKIN DURING CONSTRUCTION OR USE.
HANDLING AND USE RECOMMENDATIONS
• DO NOT BURN PRESERVED WOOD (SEE DISPOSAL BELOW).
• WEAR A DUST MASK AND GOGGLES WHEN CUTTING OR HANDLING WOOD.
• WEAR GLOVES WHEN WORKING WITH WOOD.
• ALL SAWDUST AND CONSTRUCTZON DEBRIS SHOULD BE CLEANED UP AND DISPOSED OF
AFTER CONSTRUCTION.
• A£TER WORKING WITH THE WOOD, WASH EXPOSED AREAS THOROUGHLY.
• WASH WORK CLOTHES SEPARATELY FROM OTHER HOUSEHOLD CLOTHING BEFORE REUSE.
• PRESERVED WOOD SHOULD NOT BE USED WHERE IT MAY COME INTO DIRECT OR
INDIRECT CONTACT WITH DRINKING WATER, EXCEPT FOR USES INVOLVING INCIDENTAL
CONTACT SUCH AS FRESH WATER DOCKS AND BRIDGES.
• DO NOT USE PRESERVED WOOD UNDER CIRCUMSTANCES WHERE THE PRESERVATIVE MAY
BECOME A COMPONENT OF FOOD, ANIMAL FEED OR BEEHIVES.
• DO NOT USE PRESERVED WOOD FOR MULCH.
• ONLY PRESERVED WOOD THAT IS VISIBLY CLEAN AND FREE OF SURFACE RESIDUE
SHOULD BE USED FOR PATIOS, DECKS AND WALKWAYS.
DISPOSAL RECOMMENDATIONS
• PRESERVED WOOD MAY BE DISPOSED OF IN LANDFILLS OR BURNED IN COMMERCIAL
OR INDUSTRIAL INCINERATORS OR BOILERS IN ACCORDANCE WITH PROVINCIAL AND
FEDERAL REGULATIONS.
- D
E ~
~ m
~ m
N
y J
V
0
>
oa
o
N
a ~
~ m
0
N
~a
rn
d
y
o ~
c
~
-L
y O
N
E °c
N A
O ~
`
U
N
z
c
~
d
m
o U
QI
a v
C
~
N U
W M
m
U
(7 0
od~
° c
~K
~
o
a
w K d
0 ~
)
~V 6
L
n
O
5
W
t ~
3
W
a+
L ~
c
O O~
~
~ t O
d
o
U
U ~
O T U
~as
`
00
^
U
1-1
N ~p
F
~
~
g m
°
U
~ .C t
~y3
d O
16 a ~
n
~ O t
m n o
>
~
u D
E
~
c ~ w
E
d
Z
a
~ O
€
a
1L- c a
~
K
W
a
O
w
a
Z
O
a
w
U
cn
W
0
J
ca7
w
J
w
(f)
O
a
~
~
a
0
2
Q
J
J
Q
LL
W
_
H
~
O
LL
O
N
U
N
U
N
~
~
~
U
O p~
C p
a~
d
'0 3
~ o
rn~
c V
9 ~
~ o
O
m m
~a
~o
v
E
~
L
~
L
U
°
z
~
$
g
m
t
V
`o
4
=
E
~
~
N
Date: 6f IZ! /0±
A Certiflcate of Occupancy or Completion has been requested for:
PURPOS[ M
Building Department
Remarks:
Zoning
Remarlcs:
Public Works Approval: 0k~ 1-)Wtg~
Remarka:
Fire Marshall Approval:
(If Applicabie)
Remarlcs:
Sanitation District Approval:
(If Applicable)
Remarks:
Water District Approval:
(Ii AppBcable)
Remarks:
Z2
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 :a Mz7z" c ~ L-e BUILDING PERMIT N0. a DATE ISSUED TYPE OCCUPANCY
OWNER JL14-t C
CONTRACTOR
SETBACKS FROM PROPERTY LINES: NORTH
SOUTH
EAST
WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION DATE INSPECTOR
Foundations
Footings
O c4
1 l~pc~ C)
Caissons
einforcin r Monolithic
Weatherproofing
7~ I 3' n
~rn e ( +~POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Rl v. r 29-0 q
Concrete Slab Floor:
Electrical (Ground Work)
Plumbing (Ground Work)
11.
~
Heating (Ground Work)
Z
'Sritcu~ •_4 • 7_ DO NOT POUR FLOOR UNTILABOVE HAS BEEN SIGNED
Rough Electrical
_
Rough Plumbing
Air Test Gas Piping
Rough Heating & Ventilation
Framing
_ 14
Insulation
, S'- o~{
Q
Drywall Nailing
S
Roofing
Refrigeration
Electrical Underground
Final
C'A
Electrical
_ -)-Q)
Plumbing
_ ,I
G^Cy
Heating & Ventilation
_ ~,~t -C ~
Y~ \ r h •
~1 n
Frame
R.O.W. & Drainage
0'A
Fire Department
Parking & Landscaping I
2p ~
-3 a
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
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 : 17780
Date : 9/27/2004
Property Owner: MELODY HOMES
Property Address: 5330 NEWCOMBE ST
Contractor License No. : 21948
Company : Greater Western Fence
Phone : 466-1831
Phone : 469-8261
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, antl
do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; lhal 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 wiN the W heat Ridge Building I
Code (U.B.C.) and all other applicable W heat Rid9e orpinances, for work under this pgrmiti
(OWNER)(CONTRACTOR) SIGNEDDATE~
Description : INSTALL 6' CEDAR TO BOTH WINGS & REAR PROP.
Construction Value :
$1,092.00
Permit Fee :
$54.37
Plan Review Fee :
$0.00
Use Tax :
$13.10
Total:
$67.47
Use:
c
BUILDING DEPARTMENT USE ONLY
Zon[ng Commantst
Approval : TRC
Zoning : pRD
Suildirrg Comments:;
Approval:
Publi~ {Norks'Ci}iIf inents: i
Approval:
Occupancy: Walls
SIC : Sq. Ft. :
OK
Plesae Note:
~ t~i~B ~mpovements l property
roro t}e
ePPrOvcd plan and requircd development standuds.
The City is not rcsponsible for inaccurate infonnation
submitted within Uu plan set and any constructioa
e+mro rosulting &om tnemurate information.
Roof : Stories : Residential Units :
Electrical License No :
Company:
Expiration Date :
Approval:
Plumbing License No :
Company:
Expiration Date :
Approval :
Mechanical License No :
Company :
Expiration Date :
Approval:
(1) This permit was issued in accordance with the provisions set foAh in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of W heat Rid9e, Colorado or any other applicable oNinances of the City.
(2) This permit shall expire if (A) ihe work authorized is not commenced within sizty (60) days from issue date or (B) lhe building authonzed is suspended or
abandoned /or a periotl of 120 days.
(3) If lhis permit expires, a new permit may be acquired for a fee o( one-half the amount normally required, pmvided no changes have been or will be made in the
original plans and specifwtions and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceetls one (1) year, Futl fees shall be paid for a new permit.
(4) No work of any manner shall be done lhat will change the natural flow o(water causing a drainage problem.
(5) Contrector shall nolify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written appmval on inspection cartl before
proceediing with successive phases of the job.
(fi) The issuance of a permit or the a roval of drawings an0 specifcations shall not be construed to be a permit for, nor an approval of, any viola[ion of the
provision s PL/6"iltlin~,cedes or any h ordinance, law, rule or regulation.
~~r
'ief B ding I pe or
Please sign Terms and Conditions on reverse side of page.
COMMUNRY 6EVE140PMENT DEPAR7UMT
BUILDING 918PEC710N LINE - 903-2344033
` CITY OF WMEAT RID6E
u 7580 yyE$T 2g7H qVENUE
WHEAT RIDGE. OO 80093-(303-235-2855)
«~p APPLICATIDN
' Praa'n' owner V+\ e\ oAy A-~ w,rc.5 L "
PmpMy Addfesc:
Contracror Licase No.- ` Company:
OWpHtl[:ONiPACMR &PJM7VIE OF INNDERSTAMDNG AMD /1GNMBUlr
I helBby arOFy 9M 818 381beCk dSWnces Dopowd bY Oft po^"d appicahm arB
accuata and do mtviolete wPWloeWe ordirvwes. MMe orroBUtxNOnsdOrCMy W
mea8ur61118n1a alepagons ewde ae aocuratir. tlist I 118va re9d end
agtw to adde Ey all mntl6orm P~~ m 1M ePP~ an0 Nat 1 mcWna fui
,~mry to, ~na. wAh the vnea[ wwaAe euaere caas (u.e.c) aoa ae
o+hw ePPecable WhBat Mdoe~(~• tor viork uMer nus pKnut
(OyRFp%tpMlpACrOp:slG+QD ( K~ ~~Ll-( ~ OM1
(ownEn)(eornnnc*ae):rnwrm n1• ~ On~
Description: • ~~l'1t.~~~
Sq_FL added 4~ k
Appnm':
Zoning:
,I~
umm~c Co~+Mrns:
Approval:
VlloreKS COMMENM=
qpprwal:
Occupancy- Wafls:
ElecVical License No:
Company.
BuiMirlg Permit Number:
Date:
Phone: 3- 4b C:- 10 J i
Phone: 3-4 60, t g,~ ic i
m¢haCtIQIIValUC_y
Permit Fee:$
Plan Review Fce:$
T irz' Ta:-4
Total_S
° ~f-
sic: sa.FC:
V'
b.' Ca:CVi..- -'C~
Roof: StMem
Plum6ing license No:
Company:
Machanical License No:
Company:
Expiration Date: Expiration Daue: Expiration Date:
n„proval. pppmyaL MProval: _
(1) Cdoraad~m ~Re9~~andflui~~~C.atleS ~ofWheat ~Rlda CaktaEOOr ~ ePMtcaeleartlfnenceso(
the CW-
(2) ~~g ~qe~~l or ) aEanda~Itora O~~ s d lZO tleYw ~M ~Yl~)daysfmn~suedaleor(B)NeW~ing
MWaPermNexOkw.anewWl^itmwNboaWUlradiorahadoro-twNihoarnouRnomuYYrequired.Pmridednochangn
hare been w vilbe nNOB b Uhe apd Dlensa~ ~and wqwjspandmor a6aldamneld t1m n0[ m=cdedOm
(1)fsar- rctlwnpeslmvobeanariFsuevefwionor+t~eaceeasona(+)vear.ruoveeeanaYOeroidtaanswnemiL
(a) NowataanrmmmarafmdesamatreivMUMmIDenMrtaHawarwalerram+wadmWoWamblom.
(s) contrarior slrell natifr me eWtlYng Irspedor t'"°ar4fatz (24) nwrs in awance ror au kopections aM shan reoeiw xAen
apprwy on Yapacbo^ ewd beam P^oonadinc wih sitecessive, Pheses af thepb.
(s) n,e issuance d a aomn ar the appmwl a omwepe ana apeeFwNoM slwM not ne construad ro be a ve^^il ror. nor an
Sppf(Arei ot Wr,iO1111uon a e,e oOViSK+s a eb a,asre codw Qsar ~ aainance. mw. nne or .egmaeon-
Chief Building Officia!
Residential UnBs:
jt•d bEZB-OS9-EOE 9uzpab dzwZT b0 BO da5
~ _
~ SEP. 3.2004 4197PH
;
■i
~
,
*
~
i
no.a57 P.3 -
P LO T P LA N FOR 1@) MELODY HO~IES INC.
LOT 8. BLOCK ? SKYUNE ESTATES FILING 3
CITY OF WHEAT RIDGE. COUNTY OF JEFEM
STATE OF COLORADO.
ADORESS 5330 NEWCOMBE S1R ET
~ an.ul I I I eu
,.VU
' u.F,
_ pp
~t ~O1
~ I x
i.r2
J I
~K
NEWCOMBE
ET
~
~I
INF(1 STAKF-
MODEL
06
3
CAR
ELEV, A
~pg1
lAT ARE~ F. 7 920
Nd15E ( F.J ~ '~8.3
L 1Mlui rWl CYS xeT Otl~ WulOM af 1iWey ~6L[ Ia R~
taueex arc mueiwa a~epim ru~p.
~~Es ]6~Sx
BLA0. N~GHT. 70.9'
i°u~~w~rww~wa.w..,~ oGrc~ s nc enuem~t m nrt
T
°
"
AVG. BlD6. KJOMTa 14.9~
AV6
F
G-
r
wr
~
a rw+w u0 ~w
a
w
W
C
Ma
r ~ x~ Farum
w
o
u
s
.
.
p
,
~
M
Y
y
~
/ ry
~
)
1.11hM1~IW1~lF~OO9~1110!Cip~ xp1~lYldO~if~04 lWl~qyrtilplG~ql
'
Y~v yM~.
n ra ao*aa ~[u~Gl+e M ~axanw aw~a ntGVw Po+1
~TIM4 ue lIW~ mNSmutDa ~QGi ~0 M luK~nW N.wa
Rr"k APPROYW F'OR SfNfNO
~
w mma
•
'NAIER 9ER~ICE
NES7A
uOPutTY
N MOIIR NOP
Y STACCER RlWIRFO
%U
smtvlcE f
~
Yl
~
uc"T Pau
O
- T
a
'
~ ~~i~' ~ 7N-lN.
fRE NYDRANT
16
E M IJI
^~3E1M5_
MELODY HOMES
urom
MIryIMUM SGIdAGKS:
20.0'
T
SCALE: ~•=zo
rroat stlxrnw uvo.
-824-1887
a534^6700'~"
°
~q.~
:
90E; 7.3'REAR: to'
DATE:Q'- Os
REV:
1113lJtlM4flR ea do0to
affoNk. (aoa) we-ua.
.s
STREET SIDE:34.4
BY:~ n
featl +ee-asee
MINIMUM
BETVEEN STRUCNRE5:15'
JOB N0: 9CV3
.
lM '
ZT'd 1,E28-059-E0E
;
i
~
9utpaa dEO:ZT b0 BO da5
N
A
0
1
w
~ oS
w
N j
w0
` .16o
1
(4n
_ W..
:3
U)
=r
N
N
Q
N
N
:3
~
v
a
, (D
~
~
A
. ~
N
(D
rt
O
~
~
C~\
~
~ C-
~ a
~ a
~
T_
R~
~ vr+
b ~
~
.U
~
F
v~
u
0
O
~
(D
C
M9
rt
Z
~
(D
O
w
~
~
~
°
Wcn
m
0'
N ~
w
N
G
3
Z
C~o
~
0
N (p
~
~
m
•
n
<
Z
~
m
~
v
~
I
~
'
N
~
0
,
0 w::E
ws
N 7
w0
A 0
~
W n
• O
7
N
S
N
N
6
N
(D
7
N
a
m
0
m
0
~
~
~ -
> >
a ~
m
~
0
~
~
C-
0
a
a
a
N
N
N
2t
0
FE
~ C
0 (D Z
CD
0wCO) m
0• W (D rn
~Z
•r
~ C.)
Z(Ay ~
0 om
Z
n y -I
cD o• o
~m
-o
~
09/08/2004 07:52 FAX ~ MELODY ISP lb 004
RESIDENTIAL SITE CERTIFICATION
DA'I`f
ADD]
LOT:
SUBD1V1S1UN: SK✓LINC CSZAT S No.~
~ The relative elevations at the referenced address were measured at the lot sides and corners, top of
foundation and other locations as needed. The sidas, elevations and drainage patterns as measured are in
substanrial conformance with the approved grading and erosion control plan for ihe referenced
subdivision.
:1 The lot grading does not conform to the approved gradiug and erosion control plan The attached revised ref
grading and erosion contro( plan reflects the existing grading at this site is functionally adequate for this lot
and the overall suBdivision.
iincarely,
seal
~9~~1j~+;'~,
08/08/2004 07:65 FAX
~ MELODY ISP Z009
IMPROVEMENT SURVEY
AND
OOF Carroll & Lange= DRAINAGE CERTIFICATE
rraowanu envme.i. s Lena sixwron
" 1459ouIBUnionBive. suilo156
lnlwwooq Colorepo Bb22B
(303)980-0200
66.00
LOT 6
BLOCK 2
t
I~
iw
~
~
~n I ~t 26.3'
I~f I
I ?I~ I
I ~{I
,
I is I
I a~
N00'13'11 "W
10 U.E,
x,,,ol
°6+p9d39
0000
- ~ 1
I r-
Iw w
x 4 qy~
xl -
22.7' 1G4
~ 1 STORY
~ FRAMEdcROCK
5330
NEWCOMBE STREET
,
-
4 1
20.0' nr7 c
I ~o
° I 1
~
I
,l
~ r - 96. I
Yoa ~5+~ I
~
N
t~ti ? fb`
70' U.E.
1 ~ I 66.
~ S00'13'1l "E
NEWCOMBE STREET
.I
1 I
V L
N~
r R
BOW
PLAT
SCALE: 20'
JOB N0: 3161
ORAWN BY: PH
DATE DRAWN: 9-3-04
RENSEO ISP: -
RENSED ISP:
REGRADE:
1 FrP- nin
• -FOUND ,y5 REBAR
NATH PIASTIC CAP
O ANFOUNO NAIL k DISK
F=PROPEftTY LINE
BOW:BACK OF WALK
C-FLOW UNE
OO .PEDESTAL
f -SERVICE
#=UGHT POLE
PROPOSED TGBm 47.6
AS-BUILT iGB- 47.3
~
0 10 20
BEARINCS ARE BASED ON THE EAST UNE OF LOT-Q-, BLOCK Z.Of THE RECORDEO PLAT SKYLINE ESTAiES FILING N0. 3
BEARINC N00'13'11"W . YA1H MONUMENTS AS SHOWN HEREON.
THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION
THIS 2N2_ OAY OF SEPT. 12004 , OF THE PROPERTY DESCRIBED
AS: LOT 6, BLOCK 2, FLOOD INF'ORMATION:
SKYUNE ESTATES FILING NO. 3, THIS PFOPER7Y LIES NITHIN ZONE C, DESIGNATED AS
CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCOROINC TO FEDERAL
EMERGENCY MANACEMENT AGENGY FLOOD INSURANCE
COUNTY OF JEFFERSON~ RATE MA,R, -OB41A,yNITY PANEL N0, OB5079-0005 C.
STATE OF COLORADO Rev{sEO''F~~},s, i~9a, (srcniNE EstnrES rLc. no a.)
AND THAT THE LOCATION AND DIMENSIONS OF ALL BUIIDINC IMPROVEMEk6',-~,fiff3ffRIGHTS-OF-WAY IN
EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PARE LY SHOWN.
a• 'i
BY: ° p~r ~
,5-
DATE! 9
. _ .
RECER17R~fiV -di1': `y`,OATE:
iHIS SURVEY OOES NOT AODRESS EASEIIENTS OTHER THAN 7HOSE SNOMN ON THE RECORDED PIAi NOTEO HEREON. NQ 11ihc. 'I~IMENi WAS PRONDED t0 THE SURI4YOR.
NOTCE: neca+aNc ra c«mwo u. rar MUST cowutHa Aur iccu nciion eAseo uvav tiur ocrtc* iH nas sunWr wnnH ancc x.as nrxn ,ou nns* orscoWnm aa
DEfECT. IN NO EVENT 4IY ANY ACTION BASED UPdJ ANY DEfECT IN iH15 SURVEV BE COMMENCED 4dlE n1AN TEN TEMS FROM THE OAiE Of iME CFRiIi1CA➢IXi SNONN NpiEIXI.
w Aodnw. n11Z H.O.W. virorzcnas an
YOUR R[50LNCE PRUNOED Bv IOUN
lUIfLEk NILL NOT C0V[R 57pUC11MAl
oMAac c,wav As A RESIkr ar
aAnOFS uAoc IN tllc FlNS1Eo
d1NMAQ MAOf3. T1dEfoRE. IT IS
RY111 NE40M911IUTY TO MAWfNN IIIE
GRAAES AS gt BY lNE B1111DEF AMO AS
xnnnm er me swMEraa
er
11005
V
` W I
w ~
2
a
~ rn
~
~
~
~ N
09/08/2004 09:00 FAx + MELODY ISP
`~L ~ HF Y-lT Q\DCrF
5 ra t; -Z Ns itt ck %
trA \o6i\ \'\orr~
(`,ode Comsmltantx Intemational, Inc.
PO Box 36198, Denver, CO 80236
Phone: 303.973.7766
Fax: 303.973.8015
www.code-consultants.com
INSPECTION REPORT
City of ).1 M--tt'C' Q.~.DC+F-_
Permit#: 2.{,.(a_ Request Date:
Job Name: M~L ~y~rnE-e Contact Phone:_
]ob Address: 5.~ ~t~ N~ ecL++~k~.~ -
Roo ype: ❑ LAS 03-Tab ❑ Tile ❑ Modified ❑ Other
Comments: ' tl 1c
~-1r b ior 1~. - G IC
I[-iAVF.'I71I5 DAY INSPI:CTED TI-IIs AF30Vf.i DESCKiBEI) WORii AND IIAVF. LISTED ANY COUI: llISCRF.PPANCII?S
I FIAVF. DISCOVLRED. ALI. COUL: DISCRL:PANCIF.S, Wt{[:"Cl-IER LIS'CED OR NOT, MIJST AE CORRECTL:D, Rk3-
INSPF,CTF,ll, AM7 APPROVI?D HY AN AtTT7iORI'I,ED INSPECTOR BEPO1tT:111F? WORK LS COV[;R}.?D L7F'.
P[JRSUAN"f TO LJBC SECTION 108.1 AND Ik3C SHCTION 109.1, APPKOVAI, AS A Iif3Si7L'f OF AN 1NSPEC770N
SHALI. NOT BE CQNSTRiJL'D T'O BE AN APNRC)VAI.OF A VIQI.ATiON OP THIi PROV1S10NS OF THIS CODR 02 OF
O'CfIEiR ORDINANCES OF TFIE Jl1RISDICTION.
INSPEC%TQR'S SIGNq A~~f RE--- _ D
Approved? Yes No
Parlia[AppravalY Yes Dcscribe area:
Fur [arger projeds:
Total sq. R.: _ divided by 2,000 sq. ft.
_ (number of uiuts inspected).
C,odc C,onsnitauits Intentational, Inc.
PO Box 36198, Denver, CO 80236
Phonc: 303.973.7766
Fac: 303.973.8015
www.code-consultants.com
INSPECTION REPORT
City of L~J ~aT rz ~ s~t
Permit#i: Request Date: (o -'Lb~bq _
Job Name:_ e!G. 1_ Contact Phone:
Job Address:_~-,3-.3--`1-~]a ~ -,•..w_b~
RZZ~pe: ❑ LAS ❑ 3-Tab ❑ Tile CJ Modified ❑ Other
Comments: r~ b A r D o • S-ts r... ~+v ca f-C~~ - O 1t.
11iAVE TftTS DAY INSI'F,CIEll THIi A130VIi ULSCRi[3fill WORK AND HAVE 1.I37TD ANY WDE DISCItEYPANCIES
L fIAVE llISCOVERED. AI.L CODIi. DiSCRHPANC11iS, WI,lETHIiR LIS'1'F.D OR NUT, MLJS'T B8 COI2REC:"CBD, ItI?-
INSPEC"fED, AND APYROVED F3Y AN AU'fHORTZEp INSPECTOR BNFORE'I'FiF, WORK 1S COVBRED tJP.
YURSUANC TO UBC SEC7'ION 108.1 ANl) II3C SF,CTION I09.1, APPROVAL AS A ItESUL7' OP AN INSPL:CTION
SHALL NO'C BE CONS'IRUF,IJ TO 13E AN MPROVAI.OF A VIOI.ATION OF 7}iF. PI20V1SION5 OF THIS CODE OR OF
OTHER ORDINANCF•,S OP TM, IiJRISDICTION.
INSPF.CTOR'S SIGN JR}i ~ DATE
Apptnved? f Ycs No Far llvger projects:
Panial Approvu/Y Yes Describe area: TOtal sq' ft' drv'ded by 2,0(R) sq. i't.
(number of units inspected).
w~
os
w
N~
w0
A 0
W n
W O
7
N
S
<
N
a CD
o(D
v
a
m
~
~
0
~
~
N
9
~
CE
_ o
~
~
C-
0
Q
a
a
A
N
N
~ R c
~
c
n
~
0
~
C
0
n
Z
~
3
~
n
w
w
v
O
w(D
m
~
•
0
00
r
O
Z
~
NN
~
~
v
,
z
~
N
o
• o
~
m
-a
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17226
BUILDING INSPECTION LINE -(303-234-5933) Date : 6/15/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: MELODY HOMES INC.
Property Address : 5330 NEWCOMBE ST
Contractor License No. : 21279
Phone : 466-1831
Company : Melody Homes 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 W heat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat R!4ge ordinances, for work under this permit.
(OWNER)(CONTRACTOR)SIGNEDAA~ .4LeA{j2iL DATE~O~I '
Construction Value :
$182,150.00
Permit Fee :
$1,896.19
Plan Review Fee :
$100.00
Use Tax :
$2,185.80
Total:
$4,181.99
IIsP'
II 7T
I G) o. a%
Description : 2087 A- W/ 3 CAR TANDEM GARAGE, FULL BASEMENT, FIREPLACE IN FAMILY ROOM, AIR
CONDITIONING - 3.5 TON
Zoning Pomments:
Approval : TRC
Zoning : PRD
Bu.iltling Comments;';
Approval: CR
Public Works Camments:`
Approval : DFB
Occupancy: Walls
Electrical License No: 21284
Company :Thunder Ridge Electric
Co.
Expiration Date : 2/28/2005
Approval : OKIKS
BUILDING DEPARTMENT USE ONLY j~xe "~L--~~
Qtiime: / e
lir,es angligractor ts re pp$E~.~t
construct,n 1tin~ r~,.nc
OK approi ; ~r ;,rocc nw: s„ccot +n"", t
o!
The City is r or esp on Ule teret
submi[ted wiihin tt:o ;
errors res 1t~' f ~ ll' s" ° ` ~ny cea ir
OK. TWO ENGINEERS STAMPED OFF ~N acc4 ;~~forr,itj„
6I10/04. SEE ATTACHED SHEETS
Roof : Stories
Plumbing License No :19354
Company:Millwood Plumbing &
Heating
Expiration Date : 5/25/2005
Approval : OKIKS
Residential Units :
Mechanical License No : 17790
Company : Four Seasons Heating
Expiration Date : 5/30/2005
Approval : OKIKS
(1) This permit was issuetl in accordance with the pmvisions set forth in yopur application and is subject to the laws of lhe State of Coloredo and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days (rom issue dale or (8) the building authorized is suspended or
abandoned for a period of 120 tlays.
(3) It this pertnit expires, a new permit may be acquired !or a fea of one-half the amount normally required, provided no changes have been or will be made in the
original ptans and specifications and any suspension or abandanment has not exceeded one (1) yeac If changes are made or if suspension or abandonment
ezceeds one (1) year, full fees shali be paid for a new permit.
(4) No work of any manner shall be done thal will change the natural Flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspedor twenty-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card before
proceetliing with successiva phases of the job.
(6) The issuan~ mit or t prew f drawings and specifcations shall not be constmed to be a permit (or, nor an approval of, any violation of the
pm"s uild' des or any other inance, law, rule or regulation.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
COMMUIVITY DEVET,OPMENT DEpARTMENT
~ wnE~J
P BUII.DING INSPEC'i'TON LIrIE _ 303-234-5933
CITY dF W1qEAT RIDGE
7500 VVEST 29TIi AVENUE
WHEAT RIDGE, CO 80033 - (303-235-285~-
Building Pemtit Nutnber.
bate:
Propercy Owner: (fic C6-,. 0i1 3FAc ,
2z
PropuryAddress: S~~J j'Zwq ve-(A,+~~--~' phone_ 3v~~~-Ib6"(
Gonuattox Licensc No.: I`~7 'IConvanY Phene• 21 i, r:.. i
01A7:EP207:TRaC7pp SICNATUnE OF Ii%'DEt4STANDNC Ah'O /.CftEEMENT
1 he,eby caily that On snSUk distanca proposed tiy lhis pemvt application ue ucurate,
and donot viNam appliwbk ardin.nccs, rula orreguhdons of Qie Ciiy o! WUat Ridgc w
caverunts,cuemmtaaresnictionsofraard: thstall~tmaw~enxn~sshwe.and ailegptien.
mlde ue accurale; Ilpt 1 haw rpd and 9Wee W a6ide by M m..dirions orinted m il.:s
apptiatim md Mai ! usuma Poll rcspansi6iliry fe eamphance with Nc Wheat Ridge
Building Code (U.B.0 and all ahef applicabk Whtat Ridge Ordimntez, far vqrk undv
ihispami'. I ,
DESCRIPTI0N: QUZ-7
p/u.ck ~
Consuuction Value:$
PermitFee:$I$q4, ~q
Plan Rcviow Fee:$ ~ oo . o0
use Tax:$
Tota1:$
(2cz,,,~-, 0-~,' 0-wrb-4~ `n: -t'
C
BUILDtNG DEPARTMENT USE qNLY
STC:
ZONINO COMMlNri:
Approv 1
Zaming:
euIwINa couvemrs: 6,`?~
Approval' ON P~a# , 0 i
PuauC WoR1es CoMMleNrs; OK, AJ4B1 (o%D/Oy
npp.oveL --5~ .YCrs4cs~a s~f~TS-
Sq.F[.:
~ `P~~~
Occupancy: Walls: Roof: Stories: ResidentiatUniu:
Eixtrical T,icrnse No/:~ 24nZ gq
COntlianY' ) I'If.LVI(~(.t t~*` J tye
Plwnbiug License No: Mxhanical Licwse No: 1-niO
caMIMy: i'hi,Ci~,~Xzx.P companx '5ew'Y;M.i
Expuation Datr. Expiradon Date: Expiratioa Dau:
Approval: Approval: APP~~'
w~
(l) Thd pnmk .w iuued'uacaadaneewnhdYeporitimsmkAiaywryyic.tie...d'uw6j«e mlpeNwaoft6eso¢afeobadoaMmahsZmuy
RetoAtions and 8wldiM Coda d WAm 1tidQe, CWondo m aey Wa+ppinhle ndimn~a of tEC CSy.
11) ;t(A)ts me'mmKea.;smr:.ir(aa)e.y,trW :wo, mkw(s)dabw5eWg,wnai=aiss-Vcoa.a«
aawdonN fva period cr I2o mys.
l31 If IMs p~u upires, a ne.r pami'wr L. a,,qWtad fa a ef an<-half Jk am~ emnallyraryiIW, yrprqW mcFa.qu bav<bus o..-iA Oe made
W dK 011gind pUK 1El 1DerifiKJfMM Y14 YY r4qpCMMM Q ldWdWMW hY 041 !s+<ed[~ OM (I) Ym. IICbMMB{E ~dK bem Q I~dLLty[ayp0 M
sbMbMINHII cxcaadi OO!(1) yw. (Yd ({H hiO Ef jN{d (YI a IICY pmOiL
I:o~kdinywmnWeDedwe&MwiBcA.nFYw wwalMwaf.vtetewtiei•in+mEVrabk~
(5) Caesaerr s1.tl m4h dn BslBirq Iwpacs trmp-fm (21) b~ I. Wnwe W.8:apatioes uM slutl msirt wioea Wwo.~ oe impection card
before praeadin; whhsutmfb.e pLars oflpe job.
I6f iMimwueedapamiae0. VpwW ofdnrie`sadrp~MrqaxsNlwbsmmauedw beao.,nit Tar.earu qqmv+laf,myr,6oanMYw
pmisian MAe 6wNiegeade: a my oAer adawnn. Lw, rWe a x{eWieo.
Ch1Cf QUildlflig lq5fll•CtOf
LO'd TL:SI b00Z 6T Jdti LS8ZS£7-£0£: XpJ Md 89NINNtild
DEPARTMENT OF PUBLIC WORKS
REVIEW FEE STRUCT[JRE FOR BUILDING PERMIT APPLICATION
Date: Co- I t- O~A
&i1
)
Applicant: h_ e. ko c~~
Phone # y(n~
Location of Construction: 57330
Purpose of Construction: FitM/Ly LES1DF.✓CE Bu
ilding Permit Value:
Single Family X Commercial
Multi-Family
DEVELOPMENT REVIEW FEES
Development ReNiew Processing Fee:
$100.00
$ o. cc
(for docmnent pmocessing)
Single Family Residence Review Fee:
$50.00
S So , o0
(for review of applicable teclvtical documerts)
CommerciaUMulti-Family Review Fee:
•(for review of exisling technical documents)
$100.00
$
•(for review of technical documents for conswction in
Rightof-Way, Final Drainage Repon, and Erosion Control Plan)
$500.00
8
CDOT Access Pertnit Fee:
$100.00
S
(for documem application and processing)
Tcaffic Impact Study Review Fee:
f~~ 00
s
(for documem review and processing)
F1ood Plain Vaziance Review Fee:
kfor document rcvicw and proccssing)
Class I Application: $300.00
S
Class I Publication/Notice N/A
Class D Applicazion $750.00
S
Class Il Publication/Notice 00
a
TOTAL REVIEW FEES (due at time of building permit issuance):
$ /So _ o0
PLEASE NOTE THAT IN ADDIT'ION TO TFIE ABOVE FEES, TIiERE WII.L BE ADDTI70NAL LICENSING AND
PERMITTING FEES REQIRRED FOR CONSTRUCTION OF IIvIPROVEMENTS W177-IIN PUBLIC RiGHT-0F-WAY.
Signature of Applicant Date (o - l '-Q ~
Rw ObOJ
p4 W~T
DEPARTMENT OF PUBLIC WORKS BUILDiNG PERMIT APPLICATION REVIEW
Datc: ~~~UL~v c~~~R~~o
Location: 5330 NE/~~-or/BC= S i~~
Attention: Building Department
I havc reviewed the attached materials submitted in app3ication for approval of a S~w~G~E FAMi[.y .2ESiDENGd
at the above referenced address. Please note the summary comments below.
1. ✓ Boundary Closure: _ OK _ Not OK; refer to stipulatiors.
2. ✓ Drainagc:
a. Drainage plan and report needed _
b. Drainage plan na naded
c. Lot drainagdgading to be reviewed by Building Division ✓d. Sitt dtainagdgading provisions havt been revicwed and aze: 6~0,e o vzr~or~
✓ OK Not OK; refu to supulations.
3. ✓ NPDFS Permit Required: _ Yes ✓ No
4. ✓ Public Improvements
a.
street paving needed:
Yes
✓ No
b.
curb and guner needed:
Yes
✓ No
c.
sidewalk needed:
Yes
✓ No
d.
svttt lights naded:
Yes
y/ No
c.
storm uwcr needed:
Yes
✓ No
f.
letter otaedit required:
_ Yes
✓ No
If a letter of credit is requited, for what improvements?
Amount of ietter of credit N/iY
5.
✓
Subdivision Agxment requircd:
Yes
No
6.
Development Covenant requ'ved:
_ Yes
_ No
If Yes, for
7.
✓
Traffic impact analysis and report required:
Yes
~ No
8.
Statc Highway Access Pamit nxded:
Yes
y No
9.
✓
New toadway or alley R.O.W. dedication recommendod:
_ Yes
✓ No
If yes. what is recommended?
]0
. ✓
All euisting dedicated roadways/alleys meet the standards of the Ciry:
✓ Yes
_ No
]f no, which do ra1 and what is requesled: "1114
11
. ✓
APPROVAL: The Public Works Department has rcviewed this request and bereby giva iu approval,
subject a the above and/or attached stipulatioru.
Signature David F. Brossroan. P.L.S. Dare
12. NO APPROVAL: TAe Public Works Ikpartment has reviewed this requat ard doa not give iu approval
for the neasons suted:
Sigmtura David F. Brossman. P.L.S. Unre
13. ✓ Sti ations attached: ✓ Yes No ~'RA-DiN4 GE~T~F~~~O"~ L~IE~ FRow~ r?
/SSU,r.~JGE o~G.O.
pu1 _ lLEt~u~.er~ P.210,e 725
14. ✓ Swomary Commeots: A damaee to the ezisane Public Imorovcmrnts u a rault o( this consuuctan is to
be rcvsired a mxt Citv sunduds bv thc P«mit Anvliant orior w thc issuance of Ux Cutificate of
Occwsncv A Dninaee Cutification Lena is reguired prior to the issuance of the Certificau of Occuoancv.
(2Y d WlKSt Ridge
Lkpwarwrt d Pob6c Wodcs
DEPARTMENT OF PUBLIC WORKS
7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033
(303) 235-2861
FAX (303) 235-2857
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED
Dear Contractor:
ADDRESS S.33o /cJQ~.~c~.~tBE S %
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
shall be restored, (if daznaged 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 construction commencing, the City's representative will conduct an onsite inspection to
detemune the existing condition(s) of the public improvements at this address.
If you have any questions, please contact me at 303-235-2864.
Sincerely,
,2.„„t,o A-vo-va"'
David F. Brossman, P.L.S.
Development Review Engineer
Cc: File
Rev 4103
F-ecCSSed
Residential Worksheet (SF/Duolez) 2 a'
Submittal requirements:
Copy of Deed ~ Site Plan (to scale) ~ Elevatians a
naaress: 533o N cw cow.bc St. ZaB~•
Zoning:
LTse: M .
Pmperty in
the flood plain? 140
Lot Size:
sq. ft. Lot Width:
Wo
ft.
Maximum Lot Coverage: '40 %
Proposed Improvements:
xo„se: 20$4. 45 sq. ft.
Addition to House: sq. 8.
'Shed: sq. R.
Detached Garage: sq. ft.
Pmposed Lot Coverage: (Total) 3l0' gtE %
M1i`j sq.ft.
Existing Improvement(s):
House: sq. R.
Shed: sq. R.
Detached Garage:
Other: sq. ft.
z864 • 45~ sq. ft.
sq. ft.
Required Setbacks: FR 20 S 1'5~ S 1' S R l0
Provided Setbacks: FR Z8 SS`a R 27• ?
Maximum Height: 35 ft. Maximum Size: 31(oS sq. ft_
Froposed Height: AFL+'Jr ft. Pmposea size: 7,884• sq. n.
Fa me and two-family dwellings, tfie 6rst 25' of driveway srea fram the existmg edge of pavanrnt into the siu
shall be surEaoed wit6 oonQete, asphalt, tridc pavQS Q siinils mataisls.
Fa all uses d6c tlm me aod two femi}y dvrellings, no vefiick mtranoes a exits may be closa ihan 25' to any
propaty line, excxpt when used as jomt access for Mro a mare lats.
In residrntial zane distrids, ctvb cuts shail be at least ] 0 feet mid not mare ihan 24 foet m width.
One and two-family dwellings may havc horseshoe driveways, provided ihat the strcet accessa are at least 30 faet
epary meawred from the mtaiar edgas.
Fa all uses, one acorss point pa propcty is pamitted.
'MUaI sheds m exoas of 120 s.1 nd allowed.
IAodeeaoime Nohs
Fa aoo-arbd two-family dwell'aigs, me tree far evcy 70 fat of strat frnntage is requaed
100% of the frmt yard and 25% of the rndre lot must be landscaped pria to is.wance of C.O.
Stred trees required: Street trees provided:
r Infonnation
ToBuild On
Enginesrfng • Consultlng • Testlng
Melody Homes, Inc. March 1, 2004
11031 Sheridan Boulevard
Westminster, Colorado 80020 Job No. 532-35120
Subject: Sucxunary Report of the Geotechnical Evaluation for 5330 Newcombe Street, Lot 6,
Block 2, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado
References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1
through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3,
Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532-
35120, Addendum 1, dated Mazch 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
Deaz Melody Homes, Inc.,
Professional Service Industries, Inc. (PSI) has completed a geotechnical evaluation for a portion of
the subject subdivision that includes the subject lot. This letter summarizes the data gathered and
our recommendations contained in the referenced report for the subject residence. This summary is
intended to provide information for the Homeowner and should not be used for construction or
foundation engineering purposes. The above referenced Geotechnical Report (See Reference 1)
should be utilized for construction or foundation engineering purposes.
SITE EXPLORATION
Site exploration consisted of drilling one boring neaz the anticipated center of the subject residence.
'Che boring was advanced to a total depth of 18 feet below the existing ground surface. Samples of
the subsurface soils were collected in the field and returned to our laboratory for subsequent
analysis.
SUBSURFACE CONDITIONS
The soils encountered in the boring drilled on the subject lot generally consisted of 18 feet of
overburden soils consisting of fill and gravelly sand.
Bedrock was not encountered below the existing grade at the time of drilling.
Groundwater was not encountered below the grade existing at the boring location when checked at
and/or subsequent to the time of drilling.
EXPANSIVE SOILSBEDROCK
As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision
include expansive clays that will swell upon an increase in moisture content. Experience has shown
that some increase in moisture content of the expansive clays beneath the proposed residence and
surrounding improvements should be expected due to site development and associated landscape
irrigation.
Professional Service Intlusiries, Inc. • 4765 Independence Street • Wheat Ridqe, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625
Melody Homes, Inc.
Skyline Estates, Filing No. 3
Lot 6, Block 2
FOUNDATION RECOMMENDATIONS
Job No.532-35120
Mazch 1, 2004
Page 2 of 5
Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B-
Narrow Spread Footings or Footing Pads are considered the most appropriate foundation system
for the single family residence proposed on this lot. A grade beam and narrow spread footing or
footing pad foundation system is utilized to concentrate the loads from the structure on the
individual footings or footing pads, thereby opposing the effects of the sweiling soil and/or bedrock.
In addition, a void box or air space is constructed below the grade beams between the footings or
footing pads to help concentrate the loads on the footings and isolate the bottom of the grade beams
from the expansive soils and/or bedrock.
FLOOR SYSTEMS AND SLABS
Basement Floors. Basement floors in the Front Range azea aze commonly constructed as either
structurally supported floors with a void space beneath or as a slab-on-gade, depending on the swell
potential of the subsurface profile. The deterrrtination of whether or not a slab-on-grade floor
system is suitable for a particular site requires an assessment of whether slab movement is likely to
occur, the potential amount of slab movement, and whether the potential movement will result in
unacceptable performance. A slab performance risk evaluation as described in Exhibit A is
typically used to provide such an assessment.
Structurally supported floors should be used in all non-basement finished living azeas 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 ]ots where the slab performance risk is categorized as low to moderate. There is risk of
slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as
discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this
potential risk and homeowner responsibilities for maintenance of various items as discussed later.
Slab perforxnance 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 low 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 area,
basement slabs with up to 3 inches of elevation differentiai 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 are generally not anticipated to
adversely affect performance of the basement slab or foundation provided that all recommendations
for slab-on-grade construction and homeowner maintenance described below are closely followed.
This discussion assumes the basement is non-habitable. In light of the preceding information, iF the
homeowner elects to construct improvements in the basement, the improvements must at least be
constructed in accordance with the "Slab-on-Grade Construction Details" presented below.
Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios are
normally constructed as slabs-on-grade and are usually incorporated into the construction of a
typical residence. In 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
Melody Homes, Inc.
Job No. 532-35120
Skyline Estates, Fi]ing No. 3
Mazch 1, 2004
Lot 6, Block 2
Page 3 of 5
available construction tecYmology considered to be within practical, cost effective limits aze not
available to preclude movement of these slab-on-grade elements.
Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal and shouid 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 are 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.
l. Slabs should be separated from a11 exterior walls, column posts, interior bearing members and
urility 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 flexibie boots be used on all non-pressurized utility lines above the floor
slab.
2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with
minimum 3-inch flexible connections between the plenum and the air ducts or piping.
3. A minimum 3-inch void space is recommended above, or below partitions that aze placed on
the slab. In finished areas, all fiuring strips, drywall and paneling should stop at least 3 inches
from the top of the slab. The void space can be covered with a molding strip. Doorways and
stairwells should also be designed for this movement. Recommended construction details for
partitions, doorways and stairwells are presented in Eachibit 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 indicator of
slab movement. They must be monitored and maintained by the 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 foundafion or supersiructure.
The Owner should seek the assistance of a professional geotechnical engineer when
considering patio and /or porch improvements.
5. Isolation of garage door tracks and door jambs from the garage slab should be maintained by
the homeowner throughout the life of the structure.
DRAIN SYSTEM
An individual perimeter foundation drain system has been recommended around all basements and
below grade habitable floor space. The drain should discharge to a positive gravity outfall away
from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is
utilized as the primary discharge mechanism, it is recommended that a sump pit also be constructed
Melody Homes, Inc. Job No. 532-35120
Skyline Estates, Filing No. 3 March 1, 2004
Lot 6, Block 2 Page 4 of 5
as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a
pump should be installed by the homeowner to remove the water. The pump should discharge into
existing drainage swales outside the lixnits 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 azound the foundation, and ultimately keep water out of
below grade areas. The foundation drain is not intended to prevent an increase in the moisture
content of the soils or prevent moist conditions in crawl space areas or beneath slabs.
CRAWL SPACE AREAS
A ground cover moisture barrier and adequate ventilation is recommended in all crawl space areas
to help control humidity in the crawl space and living azeas above. The use of black heavy gauge
polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the
moisture barrier. A 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 slope away from the foundation walls on all sides. The
grade can be reduced somewhat if pavements or slabs will cover backfil] areas. The minimum
decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent)
with a minnnum slope of 2 percent thereafter. If settlement of the backfill results in low areas,
these areas should be filled and compacted with a fine-grained soil to establish the positive
slopes mentioned above. The addition of rock, bark, or mulch in low azeas to establish positive
slopes is not acceptable.
2. Downspouts should dischazge 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 walls. The use of long downspout extensions instead of
splash blocks is recommended. Downspout extensions should not be buried in such a manner
that the outlet is obstructed in any way. If downspout extensions are buried, they must be
constructed of non-perforated pipe. We recommend that splash blocks, or any impervious
material, be placed beneath sill cocks and extend at least 3 feet horizontally from the
foundation wall.
3. Particulaz care should be taken during final landscaping of the site. If the Homeowner desires
to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk
of future damage to the structure or slabs-on-gade 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 foundarion or exterior slabs.
Melody Homes, Inc.
Skyline Estates, Filing No. 3
Lot 6, Block 2
Job No. 532-35120
March 1, 2004
Page 5 of 5
4. Installarion of decorative landscaped azeas such as gravel, bark, wood mulch, etc. is advocated
as an alternative to planting next to foundarions and exterior slabs. These azeas should be
underlain with polyethylene or geotextile fabric. To reduce water infiltrarion, the slopes
recommended above must be maintained. The edge of decorative areas should be constructed
above the adjacent lawn or ground surface, and should not impede drainage with grass stops.
Refer to Eachibit C for a recommended typical decorative installation.
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 within five feet of the foundation walls. Where practicable, main sprinkler lines, zone
control boxes, and drains should be constructed at least ] 0 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 summarized herein were made prior to start of construction of the
subject residence. It is possible that subsurface conditions may be encountered at the time of
construction that are different from those anticipated at the time of this writing. If significantly
different subsurface conditions aze encountered at the time of construction, the type of foundarion
and/or basement floor system to be constructed may change. If foundation or floor system
recommendations change, the Builder should notify you of the change.
SUMMARY
This letter is only a summary of our findings and recommendations for the subject lot, and is
intended for the potential customer who is considering purchase of the home from the Builder.
Should the home be sold in the future, the seller should pass this letter on to any subsequent
purchasers.
PROFESSIONAL SERVICE INDUSTRIES, INC. ~~9py
~~3524~9
Ryan L,epro Y3,y~d G. Hunt,
Staff Engineer Sef~~e~~i
Attachments:
Exhibit A- Slab Performance Risk Evaluation
Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells
Exhibit C- Recommended Landscaping Details
EXHIBIT A
SLAB PERFORMANCE RISK EVALUATION
The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell
upon an increase in moisture content. These expansive materials occur at or neaz the ground surface
throughout most of the Denver metropolitan azea. There aze risks associated with construction on,
and living in areas of expansive soils that cannot be completely eliminated by either engineering or
construcfion techniques. Wlule the risk of damage cannot be eliminated, the home building
industry has developed effective methods to mitigate damage.
The detemunation as to whether slab-on-grade construcrion can or should be used for a particular
appiicafion requires an evaluation of the likelihood or risk that slab-on-grade movement will occur,
and if movement does occur, whether the potenrial movement will result in unacceptable slab
performance.
What constitutes unacceptable slab performance is subjective, and includes consideration of the
amount of total slab movement, differential slab movement, and cracking that occurs as a result of
differential slab movement. The performance of a slab-on-grade depends upon the interaction of
many factors, many of wlvch cannot be accurately known or predicted. These factors include
details of the slab construction as well as the behavior of the soil and /or bedrock materiai that
miderlie the slab.
Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors
including geologic structure, the loca] 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 nearby surface water
sources, type and configuration of basement, tolerable movement for intended use, performance
history and experience in the area, 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 geotechnical engineer. Such an
assessment is referred to as a"slab perforcnance risk evaluation" (SPRE). Slab performance risk
evaluation is an engineering judgment that is used as a predictor of the general magnitude of
potential slab-on-grade heave, and the risk of poor slab-on-grade performance. Although the results
of laboratory swell testing to determine the measured swell percentage or swell potential of
individual samples of a soil or bedrock material is an important consideration in this process and
one that has been used extensively for more than 30 years in the Denver metro area, the results of
swell testing performed on a given lot or subdivision alone aze only an indicator of how an
expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on-
grade performance. Unforhuiately 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 lndustries. lnc. Pa2e I of? March l. 2004
In an effort to provide some uniformity in terminology and provide a relarive correlation of slab
performance risk to the results of swell tests (i.e. measured swell), the Colorado Association of
Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part
of a 1996 document titled "Guideline for Slab Performance Risk Evaluation and Residential
Basement Floar System Recommendations". 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
Representative*
Percent Swell
(1000 sf Surchaz e)
Low
0 to<3
0 to<2
Moderate
3 to < 5
2 to < 4
Hi
5 to<8
4to<6
V 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 overail 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 anricipated
zone of moishue content increase (often referred to as the depth of wetting) below foundafion
excavation depths when considering all of the above factors. A current design assumption for the
zone of material subject to an increase in moisture content below basement slabs-on-grade is
approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The
engineer should evaluate potential wetting depths based upon geologic conditions and the site
specific soil profile.
Movement of foundations and concrete flat work constructed in areas with expansive soils will
occur over time regardless of the performance risk category judged to be representarive of a given
site or azea. However, the anticipated severity and frequency of damage has generally been
observed to increase with increasing slab performance risk category. Few detailed studies
conelating perceived slab performance risk with actual performance data have been performed to
date in the Denver metro area for numerous reasons, including insufficient and inaccessible repair
and maintenance records as well as inability to survey the condition of existing occupied homes.
However, the results of studies that have been performed recently in the Denver metro azea have
validated this observation. Criteria used in the study to evaluate slab performance included a
maximum crack height of'/< inch, a maacimum 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. Paee 2 of ? March 1, 2004
Basement Floor Slab Performance
~
= so
~ R
~ 50
x •r 40
W
~ ~ 30
y
s 2 ~
3 0
= Q 10
o y 0
° Low Moderate High Very High
Slab Performance Risk Category
Structurally supported floors, also known as structural floors, aze generally considered the most
effective way to reduce the likelihood of basement floor movement due to soil heave. There aze
other design issues associated with structural floors, such as ventilation and increased lateral loads,
air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not
constitute a perfect opfion and in many cases are not the best option. Based upon the combined
experience of it's members, CAGE advocates the use of structurally supported basement floors on
sites where the slab performance risk is categorized as high or very high. Some homebuilders
subscribe to this methodology and their standard practice is to use slab-on-grade basement floors on
sites where the slab-on-grade performance category is judged by their geotechnical consultant to be
low or moderate. In the case where the homebuilder does not provide the buyer with an option to
select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with,
or understand the floor recommendations and associated risk as explained herein, PSI recommends
that the homebuyer retain the services of a qualified geotechnical engineer experienced with
residential construction in the Denver metro area to assist in reviewing the available geotechnical
information and associated recommendations.
PSI also recommends use of struchxrally supported basement floors for lots where the slab
performance risk is judged to be high or very high. On low and moderate swell potential sites,
differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal
movement can be exceeded.
In construction of residential structures, the risks associated with swelling soils and bedrock can be
mitigated, but not eliminated, by carefiil 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 siab-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, garage floors, etc, cannot be
precluded using readily available construction teclunology within practical, cost effective limits.
Professional Seivice hidustries, lnc. Page 3 of3 March 1, 2004
v Partition
Spike as required I 1
for stability ~
~
Molding, nail
at bottom onl; Void space
Drilled hole
4 Concrete
slab
I I I=I I I,;,I I I,;,I I I=
wooa 2 X 4,
nail to slab
~~~+i Information VOID SPACE DETAIL FOR
LI~`~~ .ToBuildOn PARTITIONS ON SLABS
enginae.rns • ca,sunrng • Tesffng EXHIBIT B
PLOT PLAN FOR W) MELODY HOMES.C.
LOT 6 , BLOCK SKYLINE ESTATES, FILING 3 ,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO.
ADDRESS 5330 NEWCOMBE STREET
.1ii ,uL 3 n
J o0•5t 00'99 M, l l, 1a00N oi•tt 00
..00 45.00 NO0° 13 1 1 W 66.00 44•10
' U.E. N 10' U.E. ~
~ ~SETBACK n ~ ~ 7c
00 ~
N~~
~j a.~. _ ~ ► ~ ~
26.3 N fi
-L I .4.~ I
I I 45~ I ~
N
i
IN
° ~
I~w w~
I ~ ~ I
N
L
,o.~' 2057
-I FULL BSMT
~
bl
- L
M 9.3' I
3 CAR ~
GARAGE ol
NI
_ 48:8 I
sz.r I
,44
i
TOG = 46.9 p LJ5' 01
TOF = 47.8 ap - uj
w
I ~ I
II~ Ln~I
- _ J
~
DRIVE WAY LOjT46.
'6 I
.y
)I
10' .E.
43,5
00 43.90 00° 13 1 W 6.00 43.04 p
NEWCOMBE STREET
INFO STAKE:
MODEL 2087 LH
OFUCanL unTFc
1. 1HI5 PLOT PUN DOES NOi SHOW LOCAiION OF YANDOW WELLS. FOR THEIR
LOCATION SEE SiRUCNRAL ENGINEEREO PLANS.
2. DIMENSIONS SHOWN qROUND THE PERIMETER OF THE STRUCTURE RRE TO 7HE
E%iERIOR FOUNDATION CORNERS.
3. PRUNOE AND MAINTAIN POSIPVE DRAtNAGE AWAY FROM ALL FOUNDA710N WALLS
PER WARRANTY REOUIREMENTS. (0.55 MINIMUM SLOPE FOR CONCRETE PANSJ
4, 1H15 PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSIRUCTON
MAY VARY.
5. FOR OUES710N5 REGARDINC THE FOUNDA710N DURMC EXCAVATION, FORM
SETTING, AND HOUSE CONSTRUCTION REFER TO THE ENCMEERED FOUNDAlION PLANS.
3 CAR
ELEV. A
LOT AREA (S.F.) =
7,920
HOUSE AREA (S.F.) =
2889.3
COVERAGE=
36.5%
BLDG. HEIGHT=
19.9'
AVG. BLDG. HEIGHT=
14.9'
AVG. F.G.=
H6, 9
& APPROVED FOR STAKING
~
°HOUSE AT MINIMUM SETBACK
CHECK FORMS BEF
P
LEGEND:
❑~UTILITY PEDESTAIS
p z
w
ORE
OURING
48 HOUR NOTICE REQUIRED
WATER SERVICE
le=PROPERTY LINE
w ~
° 2' STAGGER REQUIRED
~ SANITARY SEWER SERVICE
BOW=BACK OF WALK
0 0
~ LIGHT POLE
FOW=FRONT OF WALK
z o
^ 359: LOT COVERAGE FOR 2-STORY/ TRI-LVL
~y
~FIRE HYDRANT
~L=FLOW LINE
-"-"-°-SETBACK
40% LOT COVERAGE FOR RANCHE
S
EASEMENT
MINIMUM SETBACKS:
"
'
@)
MELODY HOMES
CALL UTIIITY NOTIFICATIbN
'
=20
1
SCALE:
INC.
CENTER OF COLORADO
1-$00-922-1987
FRONT: 20.0
'
~
DATE:05-20-04
11031 SHERlDAN BLVD.
°P 534-6700'"
"~0
SIDE: 7.5
REAR:
i
REV:
WESTMlNSTER C0. 80020
STREET SIDE:20.0'
gy; BMA
PHONE: (303) 466-1831
MINIMUM
SKY3
FAX: (803) ass-zssa
BETWEEN STRUCTURES:15'
JOB N0:
A
_
-1
-
.7.
Iff.gr
~II
AYI .i
' '
~
11
~
~y
W
W
]'ll.
IAf'p f0.t
~ _
y '
I I
r
w
-
120.00
-
_
•
i.e
oT
rv~ ~ I
!~}y ~
RS~ i'_dL'. ~
R i
MjF I I I
N
~ I
O
2
o'n.
e
420.00"n,
-
~
-
~
I
ry ~
;1
0
14
o'
~ f i .p I
F
---J '
~
a'n s xrxr.
j
w
~
I
no
I
i I
F
~
66;
i
~ JI
;
a
- ~ T11.S b
~
X
~
,
Y
STM/DRN
TRACT i
"W 120.00•n1,
i ,
~ i
i
~ ~ I I
]vr,~
, I
1_ y
-j
z
. IT' T'jy~u..,C~
]n.t »
~
~ I
F
g
' y--w-
-
i
~
E
~ rn i ~
~
J n
o
z
a
12d.00'o
Oa ~ ~er
~ ~
~
k
I
I
~
F.
~ I
~
1 I
i \ ~ i I I
~
a
I
- 9 ]'nF
120 00a ,
e, I
I
,
~
,
OS TRACT
~
/ /NRl l M Rb Ob AOC ~
i ~I 1 It E'" f_~~
M~
~,i
,+e+
^ r--=-
e• u.c x.~ _
6 _ _ •
- ~
1 ~ /
~ < -
~I i g i z
1 %
G
~~n I 1
J~ I i• I I G
W
J~ i~~ y
\
y
\
\
N
I ~ ' E~ , ~
\ ~
~
L------
-
L
. e~ uc n
6fw.60
0
¢__e•uc ~m_--
~ a.r
71
~ \
\
~
p
M I i
n.r ~ ur
i~ I Zg
4y
6wi ~
r ~i €
i i I w
__r
$
q
O
s
\
y
l - 4 1
~ RT
\
"L-_-_-
_
-J
rJ ~g
~
5
c
6b8f.B§S
\
V
•
~
VI~
~ r
i ; ~
; o~ =
TR A C T E
,
l ~
1
J
0.55 ACRES
\
~
2.1
!F ' I
I
~
\
pi
I
i ~ I
\
g
~ L
~
I
STORM/DRAINAGE TRACT g
\
$
u•
mloz. 6Y 9Y.695
nr L?8.48' vw
I
~
om
r
_
g~r__--_
I~
1r
4
1
NO ~I Z
~nl
C
~ y I
l~ ~
y •
y
'
~
.~0
'OZr
- - n
e~u[ 4 6l'
84.86$
5
L--==-
ua .
~ _
ur------`--
i,R
...i m.. _ _u~_..x _ _a_•us .
e - ~
-
_ ~
A--
-
~ I q 1 ~ I p
i ~ ~
~ i u
bbl
i
ua
~
I M~I ~n I I ~
~ i
o ~
a.
"
a~tl
_
~wT ~ \ a~X r
•
~ I I OW I% ~X ~ A~ •
m
I ~
L
1-
Ip
`
8 L---- -L-- -------~n
L
~
s uc • 64 Sf~B3
ar.,
g
_
~
e uc _na-- -
r
-
ger
^
- ~ ~
n i
a.r u
'
i
F,~a
f
'
•
~;y~ i A i ~ ~ J~I
~
I L
i rn{I i o
~
,i
~ ~
_
_
'
L
b
J
-
-
-
~
~
s~r---------
_
~
~O
u
10 ~ I
J
,
~L_
_J R
n
L--_ --=--J
f.
~ee
0' Z s• uc «e 94.68
~.e
13iui9
u. . ~
B
-
a a«r
_
r uc nn ~n z.~
`
G
< ~ .~`x ♦1 ~ ~
I ; ~ li .l
~ ~
___flt__~ ~ 1 AN 1~
m
I WO 1 I I
• ~ ~I
~(Y I~ ~ A 5 ? I I c
' - a*
= I~ ~
'
~
" '
q Ls ~
us
n
" L----
I = „I
,00'0 L . • 89'46 49 . ' R
; TRACT C 0.22 ACRES ;
I
[z+]
f'
O
~
4
~
i
i
i
NRQ'35'-~4°F
2X PLATE ON TOP OF BEAM.
DOUBLE 2X PLATE. ' t~
SEE DETAIL AT RIGHT FOR PLATE ~ AND BEAM POCKET PLACEMENT 8„
8~~ WITH DOUBLE PLATE. FOUNDATION 2'-0" MIN.
2-#4 TOP & BOT. ~NALL. 2-#4 TOP & BOT. 4'_p'° g~~ 2-#4 TOP & BOT.
CONTINUOUS. r CONTINUOUS. ~ CONTINUOUS.
BEAM P 4~-4" c° - 4'-4"
i _ _ 2-#4 X ° (~I I AS SHOWN. 2- 4 X ° ~ ~I ~ _ _ # ~~I ,i
- - I~ DOUBLE PLATE AN
SEAM POCKET CONSTRI BRACE WALLS BEFORE I I= ( (1 EACH FACE) ~ -III ~1 EACH FACE)
BACKFILLING. N
2-#4 X 5'-0" ~ 2-#4 X 5'-0"
SEPL N t'
0
j ANGLE EXPANSION JOINT. i~
4" CONC. SLAB ON UNDISTURBED
SOIL OR COMPACTED FILL. - - f
z SCORE JOINTS IN SLAB AT - MAX. 200 SQ. FT. AREAS. ~ ~ ~-I I I~ ~ ~ ~ rr
~ ~ w I
~ o z ~
~ ~ ~ ~
z
i ~ j ~i { l~
~ ~-III ~ ~ ~ i i
~ PROVIDE #4 X 1'-6'~ DOWELS ~ -m T C~ 2'-0" O.C. MAX. (MIN. 2 '-III- -III-I I ~ S
4" VOID BEYOND, SEE DOWELS PER PAD) POLY. SEE
PLAN FOR LOCATION. SEE
PLAN BEAR ON UNDISTURBED PLAN SOIL OR STRUCTURAL FILL. 3. I
f
~~CTION 1 ~,2~~ . ~~-o~~ SECTION 2 1
REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER u~
DRAIN SYSTEM, IF REQUIRED. a
Piz
i i 8"
N
_-1 I 2-#4 TOP & BOT. CONTINUOUS. r® w d
EMBED 2X8 OR 2X10 CONTINUOUS BEAM P LEDGER W/2 ROWS OF 20d FORMING -'TT~i FLOOR F ~ - i ~_I ~ I ~/2„ NAILS ~ 12" O.C. (1 TOP & 1 BOT.) EAM POCKET rur. u.rr~„~....,.■ ~ ~ ~ ~ ~Q
STEEL PIPE COLUMN SEE PLA N, 2~ 4 F LL U HEIC ll~ > Q ~ J~~. HEIGHT ~ c.~ ~
~ ~F FDN W ALL.
N SIMPSON 0210 HANGER PLYWOOD _L~ s nn REND 1 ~V~ 'A Ln ~ ico y ~ t~ ~ ~ - _ - _
~ 3/4" T & G SUBF~OOR TQP ~F '~l~J DOW
1 ~ A a L G SCREWS A S w ® R ~ (51 11 R F1 C!1 D 'g
r .r .
I
~ ~
~ `V FLUSH G N 2X10 FLOOR JOIST, t
SEE PLAN
- - GRADE A GRADE AT AIR SPACE
~t
=1 I I- I- =1 I r I I I =1 I~ POLY. SEE SEE SECTION 1
4" VOID BEYOND, SEE FOR DETAILS. POLY. SEE SEE SEC PLAN r r'
PLAN FOR LOCATION. BEAR ON UNDISTURBED 4'~ VOID BEYOP~~, SEE PLAN BEAR ON SOIL OR STRUCTURAL FILL. PLAN FOR ~OC~TION. SOIL OR ~ ~ CTI O N ~ ~~2~~ . ,~_o~~ S ~ CTI O f~ 7 ~~2~~ _ i
•i
r.~ t r,
r
t
BEAM TO WAIL CONNECTION
fi f
i - i~
GARAGE OR CRA TOP ROW OF REINFORCING. a~
~ ~ `r Y'
7
MAKE TOP BARS CONTINUOUS WITH TOP BARS IN BASEMENT r
2'-6" MIN. WALL. r
I
STOOP SLAB. FDN. i i 1 s
WALL I 7 -
t
r~ R r'
° - - BOTTOM ROW OF REINF. EXTEND IN sr _ ,1~
BASEMENT WALL r
i 'r
0 I
N HAUNCH r
" .
INDICATES PLACEMENT OF VOID
MATERIAL UNDER GRADE BEAM. SEAL VOID WITH POLYETHYLENE. i
~o '-r
2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. - o t „ ~
'r
y ~6 .1
(1 EACH FACE) r
S'"
N H U IN C. H V C I /-X i L AT BOTTOM ALTERNATE BOLT ON HAUNCH BY OTHERS. -CRAWL SPACE v vi vvn i ivy v Y Y ni.._I_ I\1._.11V1 `JI\UlIV V •9- "F OGf"llfCC J IHI'C IIIVI;, I;VIVJ IKUI; IIUN.
vl STEP BETWEEN GARAGE OR 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXGAVATI TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. ;GAVATION
J ;=nP ('0% T NIr 7'n TI _ S,=, 2
OF 2
ice'
~,CE & BASEMENT WALL 1/411 = 11-o11 WALL REINFO
DIMENSIONS IN PARENTHESES AR
.
NOTES:
TYPICAL PORCH PATIO & STOOP CONSTRUCTION• 1. FOUNDATION WALLS TO BE TURN DOWN SLAB EDGE 12" BELOW FINISH 2. PROVIDE A VOID SPACE ABO r » 4~ -4
GRADE BY 8" WIDE. REINF. W/1-#5 CONT. GROUND. DRYWALL OR PANE TOP & BOTTOM. SUPPORT EDGE ON 8" OR MOVEMENT AT TOP OR BOTT 10°4~ PIERS DRILLED MIN. 3'-0" DEEP & 3. WRAP STEEL PIPE COLUMNS
TO SOLID BEARING (OR CONCRETE HAUNCH LB. FELT WHERE THEY PASS WHERE SHOWN). PROVIDE #4 DOWELS ~ 24
FROM WALLS TO SLAB. SLOPE SLAB AWAY 4. GROUT BEAM POCKETS SOU FROM BUILDING. 5. PROVIDE REINFORCING AROU ON DETAIL 2.
a rr
r
1 d
VARIES PER PORCH 8" 6X6 WELDED WIRE VARIES PER PORCH
SHOP PRIMED 4" CONCRETE SLAB FABRIC. 4" CONCRETE SLAB W8X13 ON GROUND. BREAKOUT STEEL SHOP PRIMED ON GROUND.
W8X13
0 -y ' -11~ \ W ~ - CO N Q
~ ~W TOP AND BOT. ~ ~
~ CONT. REINF. 'r BLOCKOUT
TOP OF HAUNCH TO HAUNCH FOR TOP OF HAUNCH TO BE 8" BELOW TOP BEAM. BE FLUSH WITH TOP L i
OF WALL. tO 2-~4 X 5'-0" OF WALL. TURN SLAB EDGE ° 't r ~-u i'~ ~ }e
DOWN TO HAUNCH BRACE WALLS AS REQUIRED. BEFORE Y '
BACKFILUNG. ~ i
0 1
i~ a r r
z 2-#4 (SIZE VARIES PER PORCH) =f i ~ r
2-#4 (SIZE VARIES PER PORCH) tD r i
ANGLE EXPANSION
JOINT. I r
SEE SECTION 1 FOR OETAI~S.
f
POLYETHYLENE ~,~I fT ~ POLYETHYLENE -m SEE SECTION 1
VOID BEYOND, SEE SEE FOR DETAILS. VOID BEYOND, SEE - PLAN FOR LOCATION. PLAN BEAR ON UNDISTURBED PLAN FOR LOCATION. S~ C T I O Ill °J S~~L.3is~~ _ ~~-o•• r,,
SECTION HAUNCH AT END OF PORCH. HAUNCH AT MIDDLE OF PORC 2x6 PLATE W/MIN. I IND 2-1/2"~ ANCHOR ~ 4 -O„ 5" ~A~N. i. ~ ~ n - m ~i n 7 ~
t. i
r' j t
7 1
r ,
BOLTS TO BUTTRESS. ~ j j CO ~ O _ ~ ~ I ~ I _ r~~ w w
~ d- a0 in i PAD w Q
TOP AND BOT. - - _ CONT. REINF. - - • _ 26 X 2 X T ~ D HICK 4V 3- 5 EA, WA I Y DflT. J
1 1/2" CLEAR e ~ f
~ 3'-10"o BLOCK OUT 2-#4 X I ~ AS SHOWN. BUTTRESS 'LA ~N GR~~1Nfl ~
M FOR BEAM. ~'-g" (1 EACH FACE) ~ o fs
2-#4 X I I ao SEE SECTION 1 ON SHEET S-2 I ~ p
FOR VERTICAL AND HORIZONTAL
WALL REINFORCING, IF REQUIRED. o ~
I ~ 1 I~ #4 X J N DOWELS O S" O.C. 4 t ,
10" ALTERNATE DIRECTION
OF LEG IN FOOTING. d-
II , 1 1/2" CLEAR _ _
2_#4 X oU i~ AS SHOWN. CONCRETE 7~ 4 -4" SLAB. S (1 EACH FACE) i. { 4~ _ `
a
'
i
_t
SEE SECl10N 1 II -III .III= ~ - -
fOR DETAILS.
~~~l~L ,r.
S~ C T T O N 11 3ia~~ = ~~-o~~ 1
BUTTRESS CONSTRUCTION
s f'..
~L~~VAT a s~ _ r,
1. SEE ARCH. PLANS FOR -T
2. SEE PLAN AT RIGHT F 3. SEE SHEET S-2 FOR
G~
r i r~ t
i
~ _
r~
r
1
r
.
F
i
i l~ -
t
r i
t
I
THAN 2'-0", USE 1/2 0 ANCHOR L -
BOLTS C~ 24'~ O.C. MAX. SEE ARCHS. 17'-0"
s -1
NARNL~OW S P i
SEE ARCH. PLANS FOR DETAILS. OF 2
2. SEE SHEET S-2 FOR SECTIONS, DETA
2500/1000
49' - 0'~
7'-10" 15'-5 1 /2" 10'-10
49'-0"
7'-6» 4 _0,~ ~,_O,~ 7,_4„ 5,_O 22'- 8" 26'- 4,• Y- r f 3
~'-s>, i
1
SIM. 2
- - - - r
SIM. I r _ - -
1 INDICATES 2X PLATE LOCATION ~7
PROVIDE 1 /2~~~ X 10" LONG ANCHOR BACKFIL CRAWL S 5-0" 3'-0" I ~
BOLTS C➢ 4'-0'~ O.C. UNLESS NOTED TO WITHI 4'-0" OTHERWISE ON SECTION 1, SHEET S-2. OF FOU DATION W c° 0 8„ 2'-9„ EMBED BOLTS MINIMUM 7" INTO 2 - ~
~ N INDICATES PLATE LOCATION.
a~ ~ CONCRETE. PROVIDE MINIMUM 2 ~ PROVIDE 1/2'0 ANCHOR BOLTS
BOLTS PER SILL PLATE PIECE WITH 1 BOLT LOCATED WITHIN ~ AT 4'-0" O.C. EMBED BOLTS
12" OF EACH END OF WALL OR ~ g" 2'_g" MIN. 7" INTO CONC. PROVIDE i MIN. 2 BOLTS PER WALL WITH 1
o I I SILL PLATE PIECE. TYPICAL STEP ~_1~ a' BOLT LOCATED WITHIN 12" OF ~v
FDN. ~ EACH END. TYPICAL ~ o ~ ~
1 siM. ~ ~ r f~ I
3'~4 11 GAUGE ADJ. STE BOT. OF FDN 4'-0"t J
- I STEEL PIPE COLUMN. RAWL SPACE 4'-0" OF TOP o N
STE TOP OF ~ ,TION WALL. TYP. ~ - N D ~ r
FDN 4'-0" ( I I - i ~ 3"b 11 GAUGE ADJ.
~ SEE SHEET S-1 PAD o ~ - -l I STEEL PIPE COLUMN. a, ~
~ FOR DETAILS. I I 26" X 26" X 10" THICK C° I I W/3-#5 EA. WAS' BOT. ~ STE TOP OF I I ~ I I o0
z 0 FDN 4'-0" I - 1~ J f
BEAR COLUMN DIRECTLY ~ o STEP BOT. OF 'n N ~ SEE SHEET S-1 ( I PAS ~ ~ ~ ~
ON CAISSON OR PAD. NO `r CONNECTION RE(~lJIRED TO FDN. 4'-0"f ( ~ 26" X 2~' X 10" THICK `O I I W/3-#5 EA. WAY BOT. ~
CAISSON OR PAC. ~ 0 z 0
N BEAR COLUMN DIRECTLY v
ON CAISSON OR PAD. NO `n
~ 10'-8" CONNECTION REQUIRED TO ~ CAISSON OR PAD. ~ ~ J t
~ 5 1 /2" 10'-2 1 CRAWL SPACE 3'-s" 4'-0" O .xi r,
i~
~ 10'-8'~ 8„ ~ -
~ -a ~ 5 1 /2" 10'-2 1 /2" 4.
N
CRAWL SPACE 3'-8" 4'-0" 3'-s" 0
N ~ II 2 N ~
O O I I I N I- - - -
O to 1 /1~ O~~ 411 !~I N I d I ~ -r- I M
i i i i 1[".~
~ ~
CSI N cis ° -J
~ ~ ~ ~
a- a I m ~
o w n o ~ ~ ~
5..~ w' r ~ ~ ~ o ~Q ~ C~ ~ ~
k~ASEMENT ~ ~~L! {`r" ° BASEMENT ~ ~ ~
dY! ~ ~ w
~ ~
STEP TOP OF n STEP TOP OF c~
FDN. 4'-0" 1 F FDN. 4'-0" I 4
STEP BOT. OF i+~ STEP BOT. OF
~ FDN. 4~-0"f ~ i~ ~ ~ ~ FDN. 4~-0"t
w o ~ i~ ( ~ ~ ~ ~ ~Q ~ <C
~I IN ~ N ; L o
~ L ~ F
II CONCRETE HAI OPT. STOOP O ~ NOTCH FDN. 2'-11" 8" 9'-4" DOOR & MAIN BTWN. ROWS (OPT. DOOR Of OPTI ° ~ ~ ST i a -TF HAUNCH AT ~1 (I CONCRETE HAUNCH AT -
=r~ o OPT. STOOP ONLY. o ~
~ NOTCH FDN. 8 MAX. FOR - j
2'-11" 8" 9~-4" DOOR & MAINTAIN 24" MIN. r
BTWN. ROWS OF REINF.
(OPT. DOOR ONLY)
~ ~ ~ OPTIONAL
o ~ ~ STOOP
30" FTG. 16" F UNLES 30" FTG. ~ (3'-6" X 3'-6") 16" FTG-TYPICAL I I ~
UNLESS NOTED
N ~ ~ GARAGE _ d ~ I _ ~ GARAGE N
\ W8X18 FLUSH II ~ ~ 4 CONC. SLAB ON UN i~ { II ~ - 4 CONC. SLAB ON GROUND ~ W8X18 FLUSH s
_ _ I co I n I I I
N I 4'-0" INDICATES PLACEMENT i tir-~_ - cv I ( INDICATES PLACEMENT OF VOID
MATERIAL UNDER GRA ~ SEAL VOID WITH POLY. t~ MATERIAL UNDER GRADE BEAM. o
e' ~ SEAL VOID WITH POLY. TYPICAL. ~
o ~ J; _ J ~3 z r o I f v c
1+ i I o~ w i i~
N STEP BOT. OF NOTCH FDN. 12" MAX. N d STEP BOT. OF NOTCH FDN. 12" MAX. FOR
FDN. 4~-~"t DOOR & MAINTAIN 16" I ■ FDN. 4'-0"f DOOR & MAINTAIN 16" MIN. >
j I I BTWN. ROWS OF REINF N ~ ( I BTWN. ROWS OF REINF. ~ ~ N
O
e ~ I I ~ ~ d. N
,I ~ I ~ -
i
2
J T A J I 7
J
4" X 10° DEPRE SED BRICKLEDGE. r J 4" X 10" DEPRE SED BRICKLEDGE.
3'-8" 4'-8" 3'~8" 16'-0'>
3'-8" 4'-8" 3'-8" 16'-0" 4, p" ty
1'-10 1 /2" 16'-3" 1'-10 1 /2"
12'-0" 20'-0••
4. GROUT BEAM POCKETS SOLID AFTER BEAM IS SET.
5. PROVIDE REINFORCING AROUND DEEP BASEMENT WINDOWS AS SHOWN cz
C~ARDEN LEVEL ON DETAIL 2. STANDARD S 1A
TANL),,...,.,.,M GAi~AGff UF---T.MuN 1/411 11-011 7 TAND,..,,,,.M GARAGE OPTION
1. SEE ARCH. PLANS FOR DETAILS. 1. SEE ARCH. PLANS FOR DETAILS. OF 2
2. SEE SHEET S-1 FOR COMPLETE FOUNDATION. 1. 2. SEE SHEET S-1 FOR COMPLETE FOUNDATION.
3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. 2. 3. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. 2500/1000