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-ACIAL STRUCTURE ELECTRICAL SERVICE UPGRADE
- - *IAL STRUCTURE COMMERCIAL ROOFING
ADDITION A&DEi4TIAL ROOFING
\DITTO # WINDOW REPLACEMENT
1 1 , ACCESSORY STRUCTURE (Gm". $had, dock, st.)
STRUCTURE (Gwap, shW. do*, etr.)
i - 1917-71"'. 7 nr7 E31U7,
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CITY OF WHEAT RIDGE
Building Inspection Division
/ (303) 234 -5933 Inspection line
(303) 235 -2855 Office - (303) 235 -2857 Fax
INSPECTION NOTICE
Inspection Type . *v! rc
Job Address /Permit Number Lf
❑ No one available for inspection: Time ; ? M /E'M
Re- Inspection required: "Yes 60
When corrections have been made, call for re- inspection at 303 - 23475933
S
9
Date: 0 ()P Inspector:
DO NOT REMOVE THIS NOTICE
I
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: pr7C)
Job Address: /163 b0. 7> f G v~
Permit Number: MOM
I
❑ No one available for inspection: Time AM f M
Re-Inspection required: Yes No
When corrections have been made, ll for re-inspection at 303-234-5933
Date: Inspector:
- .4; , c cn~ l
DO NOT REMOVE THIS NOTICE
" : City of Wheat Ridge
Residential Roofing PERMIT - 091966
PERMIT NO: 091966 ISSUED: 09/03/2009
JOB. ADDRESS: 11835.W 35TH AVE - EXPIRES: 03/02/2010.
DESCRIPTION: Reroof 31 sqs -
***CONTACTS.***
owner 303/421-3818 Hans Hinnen
sub 303/274-1111 Manuel Rocha 02-1129 Horn Brothers Roofing
* * PARCEL INFO
ZONE CODE:. UA USE: ;UA
SUBDIVISION:. .0693 BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED PROJECT VALUATION: 15,941.00
FEES
Permit Fee e° °^x
344.90
Total Valuation . 00 F
Use Tax kVTbA i
:TOTAL 286.94 `
631.84
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
rr; water shield required from eave edge 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 re ulations of the City of Wheat Ridge or. covenants, easements or restrictions of record; that all
measurements sho a d al legations. made are accurate; that I have read and agree to abide by all conditions printed on this
application and I assume full responsibility for compliance with the wheat Ridge Building Code.(I.B.C) and all other
applicable Whe rnances, for work under this .per Tans subject to field inspection.
Signature q c" tr ct r/owner date
,
1. This permit . was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable.
s ordinances of the city:
t; 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 a fee of one-half the amount normally required, provided no
:..changes have been or will be made in the original plans and specifications and any suspension or abandonment has not.
exceeded one (1) year.. If changes have been or if. suspension or abandonment exceeds one (1) year, full fees shall
be paid for a new permit.
4. No work of any manner shall be done that will change the natural flow of water causing `a drainage problem.
S. Contractor shall :notify. the Building Inspector twenty-four (24) hours in advance for. all inspections and shall receive.
F".written approval on -inspection card before proceeding with successive phases of the job.
a, 6. The issuance. ofa permit or the approval of. drawings and specifications :shall not be construed to be a permit for, nor
an approval of, any violation of the `provisions of the building :codes or any other ordinance,. law,. rule. or regulation.
All plan review is s ject to field inspections.
Signature oS wilding Official -.date
INSPECT N 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.
F W"r po City of Wheat Ridge Building Division
. ; m 7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
-f-- o Inspection Line: 303-234-5933
OCORP~
Building Permit Application
Property Address: II S S-r u 3S `r~ A e w~ ~ , r
Property Owner (please print):
Mailing Address: (if different than property address)
Address:
Sub Contractors:
Electrical City License
Company:
Phone:
WY
Plumbing City License Mechanical City License
Company Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval:
Use of space (description):
Des rip n of work S7 t ~cx r r
f~ bF-d E3pz~ C<..~.eL°~(it-✓eL t'
i 31 S?=s 4 Cn~ cs~ S~a~¢ Cba4
Sq. Ft./L.Ftadded: Squares 5/ BTU's
Construction Value: $1,, , 7 1
(as calculated per the Building Valuation Data sheet)
I Plan Review (due at time of submittal): $ 1
Gallons Amps
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection.
C/RLCE ONE:: O/WNER) (CONTRAC OR) or ERSONAL REI
PRINT NAME: ( rc c O f,-1 SIGNATURE:
Date: 07(a~' oq,
Plan 6
Permit
Date:
Bldg Valuation:
Contractor License Phone: ~6 3 -p->241-
/~/7
r40Z. MARSHALLBUILDING ENTERPRISES,INC.
TRADITION OF SOLID VALUE
Apri121,1997
Department of Community Development
` Buifding Inspecfion Diuision
City of Wheat Ridge :
POBox 638
Wheat Ridge, C0 80034
RE: David & Christine Heiser
11835 West35`"Avenue
Wheat Ttidge, CO. 80033
App(ewood P1ace; Lot 7
Pernut # 4687
Attention: Chief Building Official, '
Attached you will find five engineered inspection forms for the installation of the
foundation:
. Excavation Inspection report, by CTL/Thompson, Inc.
• Pier Inspection'report, by 7ehn & Associates, Inc. :
• Professional Engineers and Surveyors Wall SteelInspection report, by Jehn &
Associates, Inc.`
• Waterproofing.Inspection, by Jehn & Associates, Inc:
• Foundation W,aII Drain, by Jehn & Associates; Inc.
Should you have any questions or concerns regarding these documents, please do not.
hesitate to call me at 984-7988.
Sincerel , ~e
Karen L. McDaniel
Administrative Assistant
DLM/klm :
Attachments
3900 South Benton Way • Denver; C0 80235
TEIFPHONE (303) 989-7988 FAX (303) 986-0198 :
Excavation ~197 ~ CTL/THOMPSON, INC.
Inspection ~~~iliR 2 1 7 IJ ~ CONSULTINGGEOTECHNICAL
ANO MATERIALS ENGINEERS
G IENT: ADDRESS
P7ARSHALL BUILDING ENTERPRISES
3900 SOUTH BENTON WAY
DENVER, CO 80235 Lor 7 eLocK
FILWGNO. JOBNO. A.5-7(f~9~7
Soils Expo;ed in Excava "on
r7- l ~il// _nirM /B
~
2l1~~J7'c~[/ o~j ai ,.1ftLi77 l1+fv%~~r~r-~
Ground Water Conditions
0 NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO ~ FEET
19 ENCOUNTERED AT/ 0 FEET IN BORING NO. 7JH-/
DRILLEDDURINGCTLfTHOMPSONJOBNO. /7~Z:5-~/ ,
DATED
REMARKS:
Recommended Foundation System
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
PSF.
❑ FOOTINGS WITH MINIMUM DEAD-LOAD
MAXIMUM SOII PRE$$URE OF
PSF.
MINIMUM DEAD-IOAD PRESSURE OF
PSF.
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEAD-LOAD PRESSURE OF
PSF.
PROVIDEA INCHVOfDBENEAiHGRADEBEAMS
❑ DRILLED FRICTION PIERS
MAXIMUM END PRESSURE FOR PIERS =
PSF.
$KIN PRICTION OF '
PSF.
MINIMUM DEAD-LOAD PRESSURE OF
PSF.
PROVIDEA INCH VOID BENEATH GRADE BEAMS
~ DRILLED PIERS INTO BEDROCK
MAXIMUM END PRESSURE OF -R4 0110'69
PSF.
MINIMUM DEAD-LOAD PRESSURE OF / ~rQzf D
pSF.
SKIN FRICTION 3 O/1 40
PSF.
. PROVIDEA 1Z VOIDBENEATHG24DEBEAMS
DESIGN CRITERIA PER CTUTHOMPSON
JOBNO. ,DATED
Excavation Layout
~._-_'.'r___' ,".J_.
u
l_. ~ .
7 7-
J.EHtN & ASSOCIATtS. INC.
Professionai Engineers and Surveyors
5855 Wadsworth Bypass, Suite 100
Arvada, Coloredo 80003
( (303)423-6036' Fax (303) 467-9438
1-800-547.1EHN
Inspection Line (303) 403-2400
06servations:
Pier No.
Pier No. Z, ~ (
Pier No.
Pier No.
Pier No. ~ •
Pier No.
Pier No. -
~
Pier No.
- Inspector
3
Pier
Cl%@lit:
81ock: Filing:_
City or County:V/Ae
Job No.:(n517 7. cyO6
~ Design Criteria:
Soils Re
ort B
:
Ap({ - 4 1997
p
y
essure: - S
i End Bearing Pr
psf
SkinFriction: Z.S
psf
Minimum Dead Load:
psf
Minimum Bedrock Penetration: g ft
u,y ; Minimum Length:
IEp ft
Pier Di2meter.
/0 in
SpecialConditions: 2~_~ 33
- AO- 5 xS' „/ow<I udd;#,
s..~.l c~cJ
i i ti eRCL. ,a; rv }p ~n ,~ieA DeA 2 f
i
t ~
Design Requirements:
- Reinforcing:3_ No. ~ Size:
G~ Gade
l
led properly
- - ; Sonotube on site and insta
: es
~
"
VOId:~lfl rJlaee wi,~i SrGJ<- ~ucq+» ~v~+o..3
~
~
in
Cage or Tie Spacing: ✓
:
- - ~ Contractor /nformatio
b~ M
e
- Foundation Contractor:
O )
Drilling Contractor. I4 A,4 c fh
- - --_--~--z.-.~~~ Concrete Supptier. D v.s
Time Concrete was 62tched:-4/oy
3: 00 -t
s~~,~ 3 /s-
J0
Jehn & Assouiates, Inc.
'f ? -O~Le
Professional Engineers and Surveyors
APR - 4 19091
INSPECTION REPORT,
ADDRESS //cy~S w 31"re/a~ DATE fZ4(
SUBDIVISION ,4Ofec~-p A`rk TIME
BUILDER /n4✓LSH~C- TEMP 6S J
OWNER
FOUNDATION /FOO'1'ING REBAR
STEEL-GRADE SIZE -
TIED ON CHAIRS
OPEN HOLE
CASSSON
FOOTING
WALL STEEL
OTHER
VOSD IN PLAC°
✓ C :EAR
COMMENTS / CORRECTIONS REQUIRED _~rOe« </F2o WiYll
cx-e-aie'--~arw..- G'.za~ ~~.9 Ute~ _ rre7iz« sme~
1/ALl~~ 2xcc-e~1 2---rr
OXAY `
REINSPECTION
~
.
v o
]
o~
INSPECTOR DATE G E~f
~ ~OFF °io•e.
rvV
JEHN & ASSOCIATES, INC. PROFESSIONAL ENG
5855 WADSWORTH BYPASS, SUITE 100, ARVADA, COLORADO 80003
(303)423-6036
/
TYPE OF INSPECTION
Foundation Wall Drain/ ~ CTL/THOMPSON. INC.
Void/Waterproofing InspECtion CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
1~ ,
1
1997
cueNr: MARSHALL BUILDIN6 ENTERPRISES ADDRESS:
4210b,,.01a P6
3900 South Benton Way /!P' 5 JJ 35A4
Denver, CO 80235 LoT eLocK "
FILING NO. ~ JOB NO. Z5701
Foundation Plan
BV
PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BE4MS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS IMO BEDROCK
❑ FOOTING W/MINIMUM ❑
DEAD LOAD
Foundation Void
❑ RE9UIRED THICKNESS INCHES
❑ MEASURED THICKNESS INCHES
Recommended Drain Type
❑ EXTERIOR ~TINTERIOR
RECOMMENDED DRAIN DETAIL
CTL/THOMPSON JOB NO~J. 17~5 q DATED I~ ~ 9
cir_
INSTALLED PIPE DIAMETER
INCHES
Foundatfon Wall Layout
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH !OD I y INCHES
❑ SLAB ON GRP,DE ❑ STRUCNRAL FLOOR
Type of Oufiet
❑ GRAVIIY, EXIERIOR
❑ GRAVIN. BELOW SEWER
ER'SUMP
~ Foundation Void:
❑ IN GENERAL CONFORMANCE WITH PIAN
❑ REJECTED
Et-III~~~Fo---undation Wall Drain:
~IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
B~ Foundation Waterproofing:
~ IN GENERAL CONfORMANCE WITH RECOMMENDATIONS
❑ REJECTED
RECOMM:NDEC CORRECTIVE PROCEDURE
IfY I
Per Lp 27
Excavation
inspection
~ CTL/THOMPSON, WC.
MqR 2 7 1997 CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
e' iENT: PiARSHALL BUILDING ENTERPRISES
3900 SOUTH BENTON WAY
DENVER, CO 80235
DRESS
n
T_:Z
. BLOCK
FILINGNO. ~
JOBNO. A'> 759~7
Soils Expo;ed in Excava}ion
,
,r M.✓ ~,s~r~~ ~7~r /7 ~i
Ground Water Conditions
0 NONE IN E%CAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO ~ FEET
CRENCOUNTEREDAT 10~FEETINBORINGNO.
DRILLED DURING CTU(HOMPSON JOB NO. 17 y3 4 .
DATED
REMARKS:
Recommended Foundation System
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
PSF.
❑ FOOTINGS WITH MINIMUM DEAD-LOAD
.
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEAD-LOAD PRESSURE OF
PSF.
❑ GRADE BEAMS AND PADS OESIGNED FOR:
MAXIMUM SOII PRESSURE OF
PSF.
MINIMUM DEAD-LOAD PRESSURE OF
PSF.
PROVIDE n INCH VOID BENEATH GRADE BEAMS
❑ DRILLED FRICTION PIERS
MAXIMUMENDPRESSUREfORPIERS=
PSF.
SKIN FRICTION OF
PSF.
MINIMUM DEAD-LOAD PRESSURE OF
PSF.
PROVIDE A INCH VOIO BENEATH GRADE BEAMS
.2 DRILLED PIERS INTO BEDROCK
-MAXIMUM END PRESSURE OP 261 OOO
PSF.
- MINIMUM DEAD-LOAD PRESSURE OF 15~QO69
PSF.
$KIN FRICTION Z3 4~;~ a
PSF.
PROVIDE A l-I VOID BENEATH G24DE BEAMS
DESIGN CRITERIA PER CTL/rHOMPSON
JOBNO. / 7-15 Z ,DATED a9-9rJ
Excavation Layout
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INSPECTION RECORD o ccupancvlTVpe
(zi' - 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.
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
Ppa
Sewer. Service Lines...
-
Water Service Lines
- -
.CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
Heating (Underground)
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
ROUGHS'. -
Sheathing
:. _tath / Wall tie
Mld Roof
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
Rough Mechanical
ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING
Framing
Insulation
Drywall Screw
FINALS
Electrical -
Plumbing
Mechanical.
Roof
..Budding Final
Ppa
Fire Department
-
R.O.W & Drainage
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS
Parking & Landscaping;
"NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING,: BUILDING AND PUBLIC WORKS BEFORE A"
'..CERTIFICATE OF OCCUPANCY is ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION
OF A I CER71FICATE OF OCCUPANCY : NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER