HomeMy WebLinkAbout3211 Oak Streeti CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
I
INSPECTION NOTICE i
Inspection Type: -/ /
Job Address: 3 z/`i,'r f �-/z
Permit Number: e ZZ c7
f
f
❑ No one available for inspection: Time =°`.'- °AMPM
Re -Inspection required: Yes Nq
k When corrections have been made, schedule for re -inspection online at;
http✓/Www.ci. wheatridge.co. uslinspection
Date:""`" r%r"" Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE le
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address: --
Permit Number:'
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
http://www. ci. wheatridge.co. uslinspection
Date: /O -70-?07rInspector:
DO NOT REMOVE THIS NOTICE
41 CITY OF WHEAT RIDGE
I -.A Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address: 71-1 1
Permit Number:
k
J No one available for inspection: Time k J U, AM/PM
Re -inspection required: Yes No
L_ -1
When corrections have been made, schedule for re -inspection online at:
hffpYAvww. cL wheatridge. co. uslinspection
L) ) (;
Date:n - I - 9 -,' d c�' Inspector:
DO NOT REMOVE THIS NOTICE
I* � A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:`" '� �•J
Job Address:
Permit Number:
❑ No one available for inspection: Ti AM/PM
r___ -~�
Re -Inspection required: Ye No J
When corrections have been made, sched4IQ,%e4aspection online at:
Date e specto
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number• (.
❑ No one available for inspection: Ti
Re -Inspection require : Yes No
When corrections have been made,
httpYAvww.ci. wheatridge.co. usrnspi
Date: -1
for re -inspection online at:
City of Wheat Ridge
,p
E -Res. A/C Replacement PERMIT -202001729
PERMIT NO: 202001729 ISSUED: 08/31/2020
JOB ADDRESS: 3211 Oak St EXPIRES: 08/31/2021
JOB DESCRIPTION: Replacing 4 ton, 14 seer A/C on rooftop.
*** CONTACTS ***
OWNER (303)909-5638
DESIATO JOHN V
SUB (303)313-3333
MICHAEL ENRIGHT
017953 AAA SERVICE
PLUMBING
SUB (303)313-3333
MICHAEL ENRIGHT
017953 AAA SERVICE
PLUMBING
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE:
UA / Unassigned
SUBDIVISION CODE:
2403 / APPLEWOOD
VILLAGES, PROSPECT V BLOCK/LOT#:
0 /
*** FEE SUMMARY ***
ESTIMATED
PROJECT VALUATION: 8,000.00
FEES
A/C Replacement
300.00
Total Valuation
0.00
Use Tax
168.00
** TOTAL **
468.00
*** COMMENTS ***
*** CONDITIONS ***
Both the front and back of this permit are required to be posted on the job site at all
times. If the complete permit is not present, inspections WILL NOT be performed.
Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section
134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of
which require a building permit, occurs or where one or more rooms lawfully used for
sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen
feet of the entrance to each room lawfully used for sleeping purposes.
Ci�v af Whea� *idnp
06rJ1/2U2O 09'O2 C8BB
�U8U23�� AMOUNT
8v� 32l� D� � 468.00
�i�H
CC�E80«69J21
KjTAL
468.00
City of Wheat Ridge
o E -Res. A/C Replacement PERMIT - 202001729
PERMIT NO: 202001729 ISSUED:
JOB ADDRESS: 3211 Oak St EXPIRES:
JOB DESCRIPTION: Replacing 4 ton, 14 seer A/C on rooftop.
08/31/2020
08/31/2021
I, b� myy signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include al
I entities named within this document as parties to the work to be
performed and hat all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
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 originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed 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
apphq*e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chi6f Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dina Kemp
From: no-reply@ci.wheatridge.co.us
Sent: Monday, August 31, 2020 8:41 AM
To: CommDev Permits
Subject: Online Form Submittal: Air Conditioner/Evaporative Cooler Permit Application
Categories: Dina
Air Conditioner/Evaporative Cooler Permit Application
This application is exclusively for AIR CONDITIONER OR EVAPORATIVE
COOLER.
YOU MUST ATTACH THE ELECTRONIC PAYMENT FORM IN ORDER FOR THE
PERMIT TO BE PROCESSED.
Your Permit will be emailed to the email address provided below once it is
processed.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
PROPERTY INFORMATION
Is this a new install or
replacement for an
existing AC unit?
Is this Residential or
Commercial?
Property Address
Property Owner Name
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-4567)
Property Owner Email
Address
Attach City of Wheat
Ridge Electronic Payment
Form - **DO NOT
ATTACH A PICTURE
OF A CREDIT CARD**
Replacement of Existing Unit
Residential
3211 Oak St
John Desiato
303-909-5638
desiato@comcast.net
Wheatridge cc auth.pdf
CONTRACTOR INFORMATION
1
Contractor Business
Name
Contractor's License
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone
Number (enter WITH
dashes, eg 303-123-4567)
AAA Service Plumbing
017953
303-313-3333
Contractor Email Address permits@aaatoday.com
Retype Contractor Email permits@aaatoday.com
Address
DESCRIPTION OF WORK
What type of replacement Air Conditioner
unit are you installing?
How many tons is the 4
unit?
For AC - what is the 14
SEER?
For Evaporative Coolers,
what is the CFMs?
Where is the unit located rooftop
(for example, rooftop,
backyard on ground etc)?
Is electrical needed for re- Yes
hook?
Provide Electrical 7043
Contractor's Wheat Ridge
License No.
Project Value (contract 8000
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
z
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
I attest that everything Yes
stated in this application
is true and correct and
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Person Applying for carrie
Permit
Email not displaying correctly? View it in your browser.
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: qd? ^T,nz1% I
Job Address5f,
Permit Number: 201?020qq
❑ No one available for inspection: Time V1 j s e A4M .PM
Re -Inspection required: YesiVof
When corrections have been made, cali for re -inspection at 303 -234 -
Date: VInspector: b") _ LVV- , Tr
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
E -Res. Water Heater Replcmnt PERMIT - 201802899
PERMIT NO: 201802899 ISSUED: 10/31/2018
JOB ADDRESS: 3211 Oak St EXPIRES: 10/31/2019
JOB DESCRIPTION: Remove and install new 60gallon/50k BTUs gas water heater located in the
basement.
*** CONTACTS ***
OWNER (303)909-5638 DESIATO JOHN V
SUB (303)313-3333 Michael Enright 017953 AAA Service Plumbing
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,909.00
FEES
Hot Water Heater 40.00
Total Valuation 0.00
Use Tax 40.09
** TOTAL ** 80.09
*** COMMENTS ***
*** CONDITIONS ***
Both the front and back of this permit are required to be posted on the job site at all
times. If the complete permit is not present, inspections WILL NOT be performed.
Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required
to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every
level of the structure.
1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable wilding codes, and all applicable municipal codes, policies and procedures, and that I am t e legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
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 ermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of an 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 er shall notify the Building and Inspection Services D vision 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 jssuanee or grantin�PP a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applic tl odeior any mance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Lagenia Reimer 20/
From: no- reply@ci.wheatri dge.co.us
Sent: Wednesday, October 31, 2018 1:33 PM
To: CommDev Permits
Subject: Online Form Submittal: Residential Water Heater Replacement Permit Application
Categories: Gina
Residential Water Heater Replacement Permit Application
This application is exclusively for RESIDENTIAL REPLACEMENT WATER
HEATERS - LIKE FOR LIKE ONLY.
YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN
ORDER FOR THE PERMIT TO BE PROCESSED.
Your Permit will be emailed to the email address provided below once it is
processed.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN)
WORK UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
replacement water heater c
like for like?.
PROPERTY INFORMATION
Property Address 3211 Oak St
Property Owner Name John DeSiato
Property Owner Phone 303-909-5638
Number (enter WITH
dashes, eg 303-123-4567)
Property Owner Email desiato@comcast.net
Address
Attach Credit Card Wheatridge cc auth.pdf
Authorization Form -
**DO NOT ATTACH
RANDOM
DOCUMENTS
CONTRACTOR INFORMATION
Contractor Business AAA Service Plumbing
Name
Contractor's License 017953
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone 303-313-3333
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Address 5550 Marshall St
(Primary address of your
business)
Contractor Email Address permits@aaatoday.com
Retype Contractor Email
Address
DESCRIPTION OF WORK
Number of gallons
Is the water heater GAS
or ELECTRIC?
permits@aaatoday.com
.e
gas
If GAS, enter # of BTUs. 50
If electric, enter n/a
Where is the water heater basement
located (for example,
basement, crawlspace,
etc)?
Project Value (contract 1909.00
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
z
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
I attest that everything Yes
stated in this application
is true and correct and
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Person Applying for carrie smith
Permit
Email not displaying correctly? View it in your browser.
► A , City of Wheat Ridge
i I
Residential Roofing PERMIT - 201.707528
PERMIT NO: 201707528 ISSUED: 09/21/2017
JOB ADDRESS: 3211 Oak ST EXPIRES: 09/21/2018
JOB DESCRIPTION: Residential Re -roof to install metal - 11 sq Pitch = 5/12
*** CONTACTS ***
OWNER (303)515-0926 DESIATO JOHN V
SUB (303)734-0956 Guy W. Thacker 022126 Sunny Contractors & Roofing
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT*: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,400.00
FEES
Total Valuation 0.00
Use Tax 239.40
Permit Fee 236.00
** TOTAL ** 475.40
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) 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.
Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be
required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped
off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the
Homeowner.
City of Wheat Ridge
Residential Roofing PERMIT - 201707528
PERMIT NO: 201707528 ISSUED: 09/21/2017
JOB ADDRESS: 3211 Oak ST EXPIRES: 09/21/2018
JOB DESCRIPTION: Residential Re -roof to install metal - 11 sq Pitch = 5/12
I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
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 originalpermit fee.
3. If this permit expires, anew permit maybe required to be obtained. Issuance of anew permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a changeof 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, an violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work ' subject to f any
inspection.
!�;z - .— __ xz - I c -
Signature of Chief Buil i7aT .. "bpate I\
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS `DA FOR INSPECTION THE FOLLOWING 8 SINESS DAY.
Dane Lovett 0 � 5 Z b
From:
no-reply@ci.wheatridge.co.us
Sent:
Monday, September 18, 2017 10:15 AM
To:
CommDev Permits
Subject:
Online Form Submittal: Residential Roofing Permit Application
Follow Up Flag: Follow up
Flag Status:
Completed
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address 3211 Oak Street, Wheatridge CO 80033
Property Owner Name John DeSiato
Property Owner Phone 303-515-0926
Number (enter WITH
dashes, eg 303-123-4567)
49
Property Owner Email ramon.clark@responseteam1.com
Address
Do you have a signed Yes
contract to reroof this
property?
Applications cannot be
submitted without an
executed contract
attached below.
Attach Copy of Executed 3211 Oak Street Wheatridge CO 80033 siqned contract.pdf
Contract
CONTRACTOR INFORMATION
Contractor Business Sunny Constructors & Roofing LLC
Name
.r
Contractor's License 022126
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Address
(Primary address of your
business)
303-734-0956
4394 S. Federal Blvd. Englewood CO 80110
Contractor Email Address suzanne@sunnyroofing.com
Retype Contractor Email suzanne@sunnyroofing.com
Address
DESCRIPTION OF WORK
TOTAL SQUARES of
the entire scope of work:
Project Value (contract
value or cost of ALL
materials and labor)
Are you re -decking the
roof?
Is the permit for a flat
roof, pitched roof, or
11
'$11,400
Pitched roof (2:12 pitch or greater)
50
both? (check all that
apply)
What is the specific pitch -5-12- I
of the PITCHED roof?
How many squares are
part of the PITCHED
roof?
Describe the roofing
materials for the
PITCHED roof:
Type of material for the
PITCHED roof:
Provide any additional
detail here on the
description of work. (Is
this for a house or
garage? Etc)
5.12
Metal - 24 gauge
Metal
House
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
51
submit this application
and to perform the work
described above.
I attest that everything Yes
stated in this application
is true and correct and
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Name of Applicant Suzanne Jameson
Email not displaying correctly? View it in your browser.
52
SUNNY CONSTRUCTORS AND ROOFING
COMMMIAl- RESIDEN1 1AL. SEAMLESS GUTTERS
4394 S FEDERAL BLVD, SHERIDAN. W 8011
Denver: (303) 734-0956 Greele,
y: (9 70) 353-1666 Fax: (303) 730-1114
Baiiry. Conifer. Rverp,,reen, (303) 916-0035
Name I Address Estimate
rmpon--c resin Estimate # Rep
3211 Oak SuIxt
Whcatndgc CO 90033 RG
i 12516
Terms.Half down when roof is loaded
Item Description SQUARFiFEET Total
32i I oak cmz GACOCOATING)
Coco white finish coin Gaco Finish coat W111te (5gallon buckets) 26 li 1'70 24
covtm approx. .3,33 squarGitco Flex S2000
<3izOck rpaxv Priniter S Two part Epoxy Primer A 5 Iratirm kit (5 gal Art 5 pit 9) 26 3.73464
WAl Cover "Prox 12 Sq%laro- 4 115.04
Ci cle=cT Gear Wash I gaJ;40Mqft 10 80
Gatto Scrim :ill Gam Seam Swl '75 rt per gallon
3F 2M
1-abor 0IMP musi, seat I all sams including duct work on roof up the walls 10
coping cap
rjc4, $13�92CQ I
c c.,jh, Ron rxyw,� at'403,507 5211 with any 411W'Ons Thank YOU! Total
Any Jimutitin or devot4on *M dM ubov'c &pwricatrms iocWing extra civil. will tw oxo_uted o* upon written ordfm and will bmAanc an extra Lhangt 40va WXI
atone the "Irnatc All apconmts cmanigvj; ups,Aj, tnkcs, wtdents or delays and our c(-mtwJ. Sunny Co-truclorti. ante" Otherwise aid to in writing is not
rrcpcntiattic tor mpLi"vwnt of r0WA dMIC1179. awdonng of walK d4Xtjj"I. w"Illic diahcs< HVAC work or prohlems Aming farina Pro-MiSling SUWWW flawt,
ACO RROPOSAL I hjjv,s, read jbia propmo 0ximughly and the zjtxtW pncX, spo: ifications, and cii"fimu am satis-fwlswy and arc hovby A"OPW
you q1MIled Payincot-vill-tiq nudo as ouumcd abo-ve IV cmmer dgrem to pay in full p
upon to the tviml of , ult,
on
sum",
and Signature Af
e �' CITY OF WHEAT RIDGE
�/' Building Inspection Division
( (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
❑ No one available for inspection: Time AM/PM
i
Re -Inspection required: Yes;' No
When corrections have been made, call for re -inspection at 303-234.5933
Date:," Inspector:
DO NOT REMOVE TW§ NOT/CE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237748929 Fax
INSPECTION NO ICE
Inspection Type: f ZD A 6
Job Address: 3z %/ 04f S .l
Permit Number: �_01 `7r) 5 2_ K
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yep
When corrections have been made, call for re-insPe on at 303-234-5933
Date: Inspector:
DO NOT REMOVE THIS NOTICE
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: 1-� 92o0 Pr
Job Address: Z/ d A K S
Permit Number:
❑ No one available for inspection: Time C `-� AM/PM
Re -Inspection required: es o J
When corrections have been made, call for re-inspep#ion at 303-234-5933
r,t /
Date: `' Inspector:
DO NOT REMOVE THIS NOTICE
• • RR
011 • IL Z • I
Please list specifically what documents you wont reproduced and in what form, Allow three 131
working days for a search of the records. Per the State of Colorado Open Records Act (C.U. 24-
72-203), it the request is substantially large, an extension of seven (7) working days is permitted. You
will be notified prior to the three f3) days of any extension and all estimated costs.
Mailing Ad Tess,
E-Mail Address: Phone:
P < ,4 . �
exalted description of records r ue
`. 7
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City Clerk
Fee Schedule:
Copies
First 10 pages free, then $.25 each �
—A iu IiM�rr d a s -- n m� i # e r iN
Certified C op ies
5 s_# 40
one page up to a paper size of
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Videos ore maintained on y
f 0s each
# after the meeting minutes
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Budget book or other large pu tco on
Postage & Packaging for mdlir
Actual cost will be assessed
F or Int Offic
a:
Date request completed:
_4
ount
prep�O�i
Approved:", Denied:
Balance du
If denied, provide reason
City Clerk
CERTIFICATE OF COMPLETION
City of Wheat Ridge
7500 W 29th Ave
Wheat Ridge CO 80033
Permit# 092185
Issued: 11/13/09
Stipulations: Replacement of Existing 6' Brick Fence
This certificate verifies that the building constructed and/
or the use proposed of the building and/or premises, under
the above permit number and on property described below,
does comply with the Wheat Ridge Building Code and
development standards of the zone district in which it is
located and may be occupied. All other licensing
requirements for the City must be met.
Site Address: 3211 OAK ST
Parcel Number: 39-282-09-027
Owner: Dean Kunz
3211 Oak St
Wheat Ridge CO 80033
Contractor:
For the Following Pu
C !0 Editions
_ 2003 ICC/2005 NEC
_ 2003 ICC/2002 NEC
1997 UBC/2002 NEC
Sprinkl9r System
rpose: Residential Fence
NO change shall be made in the USE of
this building without prior notice
and a new Certificate of Completion
from the City of Wheat Ridge.
7 C ' f lding Inspector 'Zoning Administrator
CER FICATE MUST BE POSTED BY FRONT DOOR OF
COMMERCIAL OCCUPANCIES
11/16/09 10:23:28 City of Wheat Ridge Page 1
bp701-1s PERMIT INFORMATION - 092185 mmackey
PERMIT INFORMATION:
Permit#:
092185
Address:
3211 OAK ST
Permit Type:
Residential Fence
Parcel Cd:
39-282-09-027
Permit Dt:
09/10/2009
OWNER:
Dean Kunz
Expires:
03/09/2010
Address:
3211 Oak St
City/St/Zip:
Wheat Ridge CO 80033
LAND PARCEL INFORMATION:
Zone Cd:
Unassigned
DU:
0
Funct Use:
Unassigned
L
ast Zone Dt:
Subdivision:
DISTINCTIVE ADDRESSE
Annex Dt:
Lent Type:
Brick
Lot:
Block NO: 0
Legal:
JOB DESCRIPTION:
Replace existing 6'
brick fence
FEES
QTY
DUE
PAID:
Permit Fee
17,576.00
381.30
381.30
Plan Review Fee
.00
247.85
247.85
Total Valuation
17,576.00
.00
.00
Use Tax
17,576.00
316.37
316.37
945.52
945.52
-
SetBacks-Front: 0.0
Left: 0.0
Right: 0.0
Back: 0.0
CONTACTS:
owner Dean Kunz 3211 Oak St Wheat Ridge CO 80033 3034841685
PARCEL INFORMATION;
10 Structure Type 2STY
20 Year Built 2002
30 Property Type REBID
PERMIT CONDITIONS:
KC: Approved per plans & notes on plans.
Sight distance for adjacent driveway to the west most be maintained.
Note: Owner/Contractor is responsible for locating proeprty lines and
constructing improvements according to the approved plan and required
development standards. The City is not responsible for inaccurate information
submitted within the plan set and any construction errors resulting from
inaccurate information.
APPROVALS:
REQUIRED INSPECTIONS STATUS
PERMIT NOTES:
09/10/09 CREATED FROM APPL# 09-0271
08/31/09 Given to JS for review.
08/26/09 Owner brought in site plan.
08/26/09 Permit approved by Planning.
08/24/09 Given to MR for review.
08/24/09 Need site plan showing fence location. owner called.
INSPECTION INFORMATION:
# TYPE CONTR# CALLED CNCL WHO REQ DT INS DT
bp701-1s PERMIT INFORMATION - 092185
STATUS 11/16/09 10:23:28
mmackey
1 HFI:BUilding Final Inap 11/12/09 no KC 11/13/09 11/13/09 COMPLETE
INSPECTION ,RECORD
Occupancv/TVge
` 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.
7 r� X4 r)� r) 7 , 4 1'VllP 1 it 0 (1
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS
COMMENTS:
Footings /Caissons
Stemwall / (CEG) Concrete
Encased Ground
Reinforcing or Monolithic
Weatherproof /.French Drain
�! f• e,
Sewer Service Lines
Water Service Lines
INSPECTIONS. FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
CONCRETE SLAB FLOOR
Electrical (Underground)
Heating (Underground)
ROUGHS
Sheathing
Lath /Wall tie
Mid -Roof
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
Rough Mechanical
ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING
Framing
Insulation
Drywall Screw
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
FINALS
Electrical
Plumbing
Mechanical
Roof
Building Final
�! f• e,
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 CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY..
September 15, 2009
Mr. Dean Kunz
3211 Oak Street
Wheat Ridge CO 80033
Re: 3211 Oak Street Site Wall
HSE #09 -067
Dear Dean:
At your request we have made a field visit to the above referenced house to observe the steel
reinforcing and the general construction of the new masonry site wall.
Based upon our field visit we feel that the site wall was being built in conformance with our
construction drawings.
If you have any questions please call.
Sincerely,
HOMESTEAD STRUCTURAL ENGINEERING, LLC
V
Lorin I. Lieberman, P.E.
Principal
o.: �UEB�9:9�
m NVWW-01- I
r �
9 � L-- ( 9"
HOMESTEAD
7729 SOUTH IVY WAY
STRUCTURAL
CENTENNIAL, CC 80112
ENGINEERING
PHONE: 303 - 901 -5751
FAX: 720- 488 -0772
LORINLIESERMAN@COMCAST. NET
September 15, 2009
Mr. Dean Kunz
3211 Oak Street
Wheat Ridge CO 80033
Re: 3211 Oak Street Site Wall
HSE #09 -067
Dear Dean:
At your request we have made a field visit to the above referenced house to observe the steel
reinforcing and the general construction of the new masonry site wall.
Based upon our field visit we feel that the site wall was being built in conformance with our
construction drawings.
If you have any questions please call.
Sincerely,
HOMESTEAD STRUCTURAL ENGINEERING, LLC
V
Lorin I. Lieberman, P.E.
Principal
o.: �UEB�9:9�
m NVWW-01- I
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
r (303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type: gaol nt07ea'6a � >41
Job Address: .7,7Ol 4 !!�?A*/ 57"
Permit Number: oc?,; 65
�.nrJzJfr'�
❑ No one available for inspection: Time 1 AM/
Re- Inspection required: Yes o t
"When corrections have been made, call for re- inspection at 303- 2345933
Date: Inspector
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
.
Residential Fence PERMIT - 092185
r4000or
PERMIT NO: 092185 ISSUED: 09/10/200.9
JOB ADDRESS: 3211 OAK ST EXPIRES: 03/09/2010
DESCRIPTION: Replace existing 6' brick - fence
***'CONTACTS
owner 303/484-1685 Dean Kunz -
PARCEL INFO
ZONE CODE : _ UA USE: UA
SUBDIVISION:. 0649 BLOCK/LOT#: '.0/
**FEE SUMMARY ESTIMATED PROJECT VALUATION: 17,576.00
FEES
Permit Fee 381.30
Plan Review Fee 247.85
s ~,a
Total Valuation 00
Use. Tax 316.37
* TOTAL 945.52
4 r- 111
Conditions:
KC: Approved per plans & notes.. on plans.
Sight distance for adjacent driveway to the west must be maintained.
Note: Owner/Contractor is responsible for locating proeprty lines and
constructing improvements according. to the approved plan and required
development standards. The City is not responsible for inaccurate information
submitted within the plan set and any construction errors resulting from
inaccurate information.
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.p) and. all other
applicable Wheat Ridge Ordinances, for. work: under this permit.. Plans subject to field inspection.:
Signature of contractor/owner date
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge,. Colorado or any other applicable
ordinances of the City. -
2. This permit. shall expire 180 days. from the. issue date.. Requests for an extension must be received prior to expiration
date. An extension may be granted at the discretion of the Building. Official.
3.: If this permit expires, 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,
5. Contractor shall notify the. Building Inspector twenty-four (24)-hours-in advance` for. allinspections and shall receive
written approval on inspection card before proceeding with successive phases of the. job.
6 The issuanceo a. a it or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approvak) o 'violation of the provisions of the. building codes. or any other ordinance,. law,.: rule or regulation.'
All plan. asubject to. field inspections.
Signature o Chief 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.
Q City of Wheat Ridge Building Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 . Fax: 303-237-8929
Inspection Line: 303-234-5933
Property Address:
Property Owner (please print):
Date:
Plan l ~Cl - C I JS .
Permit
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Contractor:
Contractor License
Phone:
Sub Contractors:
Electrical City License
Plumbing City License Mechanical City License
Company:
Company
Company:
Exp. Date:
Exp. Date:
Exp. Date:
Approval:
Approval:
Approval:
Use of space (description): ~
~Ree aG ho- vc~
Construction Value: $
l 5766 CO
Description of work:
(as calculated per the Building Valuation Data sheet)
Z t
Plan Review (due at time of submittal): by
Sq. Ft./L.Ft added: Squares
BTU's
Gallons Amps
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection. -
C/RLCE ONE. OWNER (C NTRACTOR) or PERSONAL R RES ~A7J. of OWN 2) (CONTRATOR)
PRINT NAME:.. SIGNATURE: Date: --1 .U
Bldg Valuation: $ 17i
Building Permit Application
HomestNSE u raI EnN
Centennial, color Engineering, LLC
Phone: 303-901-5761 Fax: 720.488,0772
l9rlnllebermanfta_ meet
C l 'OWA)FR
JOB
,r CALCULATED BY +y x
7 t t
ff736n0$'al~f~' 3Z..i '~7,EEE3E'^i.k'+~ffi.
SHEET OF 'L
DATE `2O'L) )
JbOlk J , ~ tt,
..1A5iY~ 'i.+ & e':IC?R.t
4*40 2-O O, C..
embed 6" eifo
Solid. 31'00¢ ce115
501 i J.
Work shall comply with the
following codes: 2003 IRC, 2003
IECC & 2005 NEC.
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DRAWING INDEX
SHEET NO.
SHEET TITLE
C1
SITE PLAN
S1
FOUNDATION & LOWER LEVEL FRAMING PLAN
S2
MAIN LEVEL FRAMING PLAN
S3
SECOND LEVEL FRAMING PLAN
S4
ROOF FRAMING PLAN
SS
SECTIONS
S6
SECTIONS 61
Al
FOUNDATION PLAN
A2
FLOOR PLAN (FIRST FLOOR)
A3
FLOOR PLAN (SECOND FLOOR)
A4
EXTERIOR ELEVATIONS
AS
EXTERIOR ELEVATIONS
A6
BUILDING CROSS SECTIONS
A7
MISC. DETAILS
A8
MISC. DETAILS
A9
SCHEDULES
El
ELECTRICAL/LIGHTING PLAN (BASEMENT)
E2
ELECTRICAL/LIGHTING PLAN (FIRST FLOOR)
E3
ELECTRICAL/LIGHTING PLAN (SECOND FLOOR)
~215ECTfON: RETAININ* L _
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ISSUED:
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REVIskb 8121=
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mEV5E0 10MIM
C1
Certificate of Completion
AND/OR
Compliance
CITY OF WHEAT RIDGE
7500 W. 29TH AVENUE
WHEAT RIDGE, COLORADO 80033
THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES
COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER
RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE
FOR THE FOLLOWING PURPOSE.
PERMIT # 14797
Basement Finish
OWNER: Dean Kunz ADDRESS: 3211 Oak Street
PROPERTY ADDRESS: 3211 Oak St Wheat Ridge CO 80033
CONTRACTOR: Kunz Construction Com an
DATE 8/29/2003 CHIEF BUILDING OFF
ZONING ADMINISTRA
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.,-.
~
JOBADDPESS .
1 \ %~l IC_.
BUILDING PERMIT N0. -~DATE ISSUED
' i
OWNER L?L-i. 'd
CONTPACTOR
SETBACKS FROM PROPERTY LINE&
:;n.T y';-._/~_:'_y
-1
- '
SOUTH ' EAST
MUST SIGN ALL SPACES PERTAINING TO THIS JOB
WEST
I INSPECTION I DATE I INSPECTOR I
Foundations
Footings
Caissons
Reinforcing or Monolithic
Weatherproofing
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical (Ground Work)
Plumbing (Ground Work)
Heating (Ground Work)
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
Rough Electrical Q
J- /a-d
Rough Plumbing
Air Test Gas Piping
Rough Heating & Ventilation
Framing 05("
Insulation
~ I
I
Drywall Nailing
O 3
Roofing
Refrigeration
Electrical Underground
Final
Electrical
i s!1
Plumbing
Heating & Ventilation p
p 3
G
Frame
° o
R.O.W. & Drainage
Fire Department
Parking & Landscaping
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
~
7T_0CCUPANCY
i
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14797
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE Date : 11/13/02
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner:
DEAN KUNZ
Property Address :
3211 OAK ST
Contractor License No. :
20217
Phone : 484-1685
Company : Kunz Construction Company Phone : 423-9700
OW NER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certily that the setback distances proposed by this pertnit application are acwrate, and
do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or
covenants, easements or resMCfions of record; that all measurements shown, and allegations
made are accurate; that I have rea aqree to abide by all conditio printed on this
application, and that I assume full re spon ' ili or liance with e Wheat Ridge Building
Code (U.B.C.) and all other applic le Whe t Ridge or nces r work under this permit.
(OWNER)(CONTRACTOR) SIGNED
Construction Value :
$5,000.00
Permit Fee :
$111.25
Plan Review Fee :
$0.00
Use Tax :
$60.00
Total:
$17125
Use : c.:a 1
-4 --{2-~y rn*
Description : BASEMENT REMODEL ` f
S
J
BUILDING DEPARTMENT USE ONLY
Zaning Co?nmenCa'e' SIC
Approval :
Zoning :
Bu I l4inOCo7lmas;:
Approval :
ixublic Wi?tka; Cr4~1Tyrri~iits>-
Approval :
Occupancy: Walls
Electrical License No : 20746
Company:APCO ELECTRIC, INC
Expiration Date : 2/28/03
Approval : OK/KS
Roof
Plumbing License No :
Company :
Expiration Date :
Approval:
Mechanical License No :
Company :
Expiration Date :
Approval :
(1) This permit was issued in awortlance with the provisions set forth in yopur application and is subject to the laws of ihe State of Colorado antl to the Zoning
Regulations and Building Code of Wheat Ritlge, Colorado or any other aOPlicable ordinances of the Ciry.
(2) This pertnit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period o( 120 days.
(3) If ihis permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitled no changes have baen or will be made in the
original plans and specifcations antl any suspension or abandonment has not exceedetl one (7) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid !or a new permit.
(4) No work of any manner shall be done ihat will change the natural Bow o( water causing a drainage pmblem.
(5) Conirector shall notify ihe Building Inspector hventy-tour (24) hours in advance for all inspections and shall receive written appmval on inspection card before
pmceetliing with successive phases of the job.
(6) The issuance of a permit or he approval of drawings antl specifications shall not be construed to be a pertnit tor, nor an approval of, any violation of the
provisions of the builtling es or any other ordinance, law, rule or regulation.
a
Chief Building InS
Sq. Ft. :
Stories : Residential Units :
oE W~`q r DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number:
{ P BUILDING INSPECTION LINE - 303-234-5933 Date:
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENL7E
WHEAT RIDGE, CO 80215 -(303-235-2855) j I
°~toRAOo ,yHH ~,yg~ `
4iri'U4~i i ~O7~p 4 . .
PropertyOwner: llFi9N ~ tiA1Z-
PropertyAddress: ;j911 0A1~ 57-,ecz~7'
Phone : 303 Y6 y!(~'i S
Con4actor License No.: ~pa / 7
Company:
O WNER/CONTRACTOR SIGNAT[JRE OF iRYDERSTANDPIG AND AGREEMENT
Phone:3ra3 y,13 ~ 0pd
I hereby certify that the setback distances proposed by this pemut application aze accurate,
and do not violate applicable ordinances, rules or regulatlons of the City of Wheat Ridge or
covenanYS, easements orrestricdons ofrecord; Ihat all meuurements shown, md allegations
made are accurate; that I have read md agree to abide by all conditions printed on this
application and that I assume full responsibiliTy for compliance with Ihe Wheat Ridge
Builping Code (U.B.C) and all o applicable~V.~'heat Ridge Ordipances, for work under
this ermit. /
DESCRIPTION: '*?)A-11--71Wny.T.
Construction Value:$ S,can,p?~
Permit Fee:$
Plan Review Fee:$
USe T3X:$
Total:$
BUII,DING DEPARTMENT USE ONLY
ZONINO COMMENTS:
Approval:
Zoning:
BUILDINO COMMENTS:
Approval: 15n Y6t
PUBLIC WORKS COMMENTS:
Approval:
Occupancy: Walls: Roof: Stories:
Elechical License No: Plumbing License No: Mechanical License No:
Company:R)-CO L°LrZ_TRtC Company: Company:
Expirarion Date: Expirarion Date: Expirarion Date:
Approval: Approval: Approval:
(I) This permit wss issued in accordance with the provisions set foR6 in your application md is subject to the ]aws of the Sqte of Colorado and to the Zoning
Regulafions and Building Codes of V✓heat Ridge, Colomdo or any other appticable ordinances of ihe City.
(2) This pe[mit shall exp've if (A) Ne work authorized is not covuneviced within sixty (60) days from issue dete or (B) Ne buildivg authonzed is mspended or
ebandoned for e period of 120 days.
(3) If this permit ezpires, a new prnnit may be acquired for a fee of one-half the amount mnhally ttquired, pmvided no changes have beev or will be made
in ihe original plans md specificatlons and any suspension or abaadonment has not exceeded one (1) year. ICchanges have been or if suspeusion or
abandonment exceeds one (1) year, full &es shall be paid for a vew permi[
(4) No work of auy mamer shall be done that will change the vatural flow of warer causiug a drainage problem.
(5) Contractor shall notify the Building InspecWr twrnty-four (24) hows in advance for ell inspections md shall receive written approval on inspwfion cazd
before proceeding with successive phases of the job.
(6) The issuance of a permit or Ne approval of drawivgs md specificatiovs shall uot be construed ro be a pertnit for, uor an approval of, avy violation of Ne
provisio,/ns of Ne building codes or any other ordivancq law, rule or mgulafiov.
[ ssJ7.,./ Ci* t,
'Chief Buil ' Inspector
7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215
DATE: Nov. 8, 2002
TO• Accounting Department
FROM: Director of Planning & Development
The Ciry of h~~F `NHEqT~o
i
GWheat ~ m
GRidge
cOZO R AD O
SUBJECT: FINAL ESCROW REFUND/RELEASE
Reimbursement requested for fnal escrow funds being held for:
3211 OakStreet Wheat Rid e CO 80033
The Landscaping has been completed to the City of Wheat Ridge satisfaction.
RELEASE TO: Dean Kunz
Address: 3211 Oak St. Wheat Rid e CO 80033
Amount to be refunded: $_6,123.75
Alan White
Director oF Planning and Development
(303) 234-5900 • ADMINISTRATION FAX: (303) 234-5924 • POLICE DEPARTMENT FAX: (303) 235-2949
Building Permit Number : 91099
Job Address :~3211 OAK ST ~
Description of Permit : NEW RESIDENCE - SINGLE FAMILY
!LNIT
Inspection List
Number
T e
Date
Approval
Remarks
E-SERV
FE
11/30/01
4/4/02
ok/bb
OK/BB
emr
X
FM
4/4/02
DIS/BG
34402
34448
34449
FP
FP
FM
4/4I02
4/9/02
4/9/02
DIS/BG
ok/b
ok/b
34466
FB
4/10/02
34467
34468
F-LANDSCAPE
F-PW
4/10/02
4/10/02
DIS/MP
NO LANDSCAPING DONE
36946
F-LANDSCAPE (ESCROW REL
11I4I02
oklmp
11/5/02. Release Escrow.
:
(OPTION D or E)
ESCROW AGREEMENT
TANDSGAPTNG & PUBLIC IMPROVEMENTS
TO: City o£ Wheat Ridge
P.O. Box 638
Wheat Ridge, Colurada 80034
The sum of 'd aw-aL ~
($~p,/a3. ~ 5 ) to be held in escrow with
, Option E
Wheat Ridge, Option D)
until landscaping and public improvements are completed at
'30L4 r oa__k_, '''L-
(Description)
Wheat Ridge, Colorado by
, " (COntrAVtor/Developer/Owner)
The City of Wheat R1dge shall havA the absolute right to withdraw the
Escrow funds for the purpose oE completing the landscaping and public
improvements £or Jt -
should
tor/Developer/Owner)
fail to complete or provide said landscaping and public improvements prior
to the date of
The only requirement to withdraw the Escrow funds in behalf of the City of
Wheat Ridge shall be a letter from the Planning & Development Department of
the City, executed by the Director of said Department and witnessed by the
Mayor of the City of Wheat Ridge. Said letter shall state that the
landscaping, as above set forth, have not been completed or provided by
and that the date of
has expired.
(Contraaor/Developer/owner)
(over)
f . r
(OPTION D or E)
ESCROW AGREEMENT
LANDSCAPING & PUBLIC IMPROVEMENTS
-2-
ACCEPTED:
of Planning & Development - City of Wheat Ridge)
(Bank - Option E)
Address.
Phone Numk.ier,,.,
(Contractor/Developer/Owner)
Address
Date
30'~ ~lb 3
Phone Number
Temporary Certificate of Occupancy for structures covered by this agreement
may be issued by the Mayor of the City o£ Wheat Ridge for a time period not
to exceed six (6) months upon acceptance of this agreement by the City.
h' ~~7:48 3034256102 SCHLLTZ INDUSTRIES PAGE 01
Al' jy
` .
~ i,Ddu8t,'i
°,p.
vVj 1INC. ~ ro: Dnn Kunt
13451 W. 43rd Drive
Golden. CO 80403
PH 303-420-7677
FX 303-425-6102
~
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PROPOSAL
Joe N.mr
ATTN:
w,on.: soa-zia 34
Fw: 303-4 19
Locafbn: 3211 Oak StrW
W MN Ridw. Co
pM: April 18, 2002
....~r.
We propose landscapinp et tho above location a$ Tollows:
' Inttall sod $1,624.00
• Instsll Dlantirqs _ 511300.00
• Inatalf irri0ation
_
' Plsntino Beds $400.00
NOTE: Thla propowl may be vAth6awn by ua N nd aCtepNd wilhin 90 dm6 SChUU IndutMl6, IRC.
14
DEPOSIT TICKET -
gs CITY OF WHEAT RIDGE
. PUBLIC WORKS ESCROW ACCOUNT
- 7500 W. 29TH AVE.
e~ L.4KEWOOD. CO 802756713
. e~ DATE 9-Qs~
a Y o OEPOSITS MAY NOT BEAVAILABLE FOF /MMEDIATE WITHOqAWAL
v`eSIQH NERE FOP CKN RECEIVEO (IF REWIPEO~ ~
S' WHE~ RNp~E,~COpq]
24 NOUfl BANqNp (30.3) 277bppp
+4:10700 i6721:23 i4499867u'
m
FERMIT TRACKING r=ORM
Aooe=_ss?-)A ~ ~ b A\~ ~-C
DATE SUBMITTED (fl--C'Cl PERMIT NUMBER (W 1q TyPE OF PERMIT 91E~
CONTRACTORIg ~M7 . PHONE
OWNER V, k~.UZ PHONE
1YPE OF REQUEST
. . . . . . , . O ~J~) ' ~C`l
REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLICATION ? YES NO N/A
CONDITIONS OF
DATE IN DATE OUT
~ BUILDING DEPARTMENT 1 - I ( ) - OC7 A - m -M M
ENGINEERING DEPARTMENT
8-~O-oo mG
PLANNIN6 DEPARTMENT ` ~O_ ~(~-C~ 1' ( ~ • '+d
-~~i .~1.G I nr~(7~1CClTl/lhC ~ -Tn
❑ FIRE DEPARTMENT
cl CITY ARBORIST
0 POLICE DEPARTMENT
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A Certificate of Occupancy or Completion has been requested for:
ADDRESS: I OQ4:~ Qy~•
PURPOSE OF cSTRUCTUIlE: s e~
Building Department Approval:
Remarks:
Zoning Approval:qi8/oz ,✓dr eMaE1~6 /w
Remarks:
Public Works Approval: jL „,j h ~
Remarks:
Fire Marshall Approv;
(If Applicable)
Remarks:
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(If Applicable)
Remarks:
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(If Applicable)
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C O J Y REVISED 8/2V0P~
~M U _ ~_p
L i REVISED 8/29/Pam
to C
0 v J REVISED 10/26/00
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P IRAWN 15Ti, KWNZ I M, WOOTEN
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INSPECTIONS WILL NOT BE MADE UNLESS 4 «o90t
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
I
~
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE (303) 234-5933
INSPECTION RECORD
JOBADDRESS C T
BUILDING PERMIT N0. \iG/G DATE ISSUED TYPE OCCUPANCY
OWNER Cl ~C~\JYZ
CONTRACTOR
SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION
DATE
INSPECTOR
Found ' ns
Footings
Caissons
Reinforcing or Monolithic w~
2 3 O
~•[r S v~, " 24,i G
Weatherproofing 0-4-
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical (Ground Work)
Plumbing (Ground Work) pT,- ~
Heating (Ground Work)
,pO NOT POUR FLO(~R 4f~IL ABOVE HAS BEEN SIGNED
Rough Electrical
Rough Plumbing
AirTest Gas Piping
Rough Heating & Ventilation
(above Jr ust be gLqne`d-0rior ;o famRq inspection)
Framin9 l
i04;A~-14
Insulation
p - 0-
~
Drywall nailing L
lilqlpl
/i•
Roofing
Refrigeretion
Electrical underground
Fin I
Electrical
Plumbin
Heatin & Ventilation
Frame
R.O.W. & Drainage
Fire Department
Parking & Landscaping
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CAPn Fr**+"■ '•'qTHER
;r
SENT 9Y: JORDANS BUILDING CENTER; 1 720 898 8950; OCT•25-01 3:38PM; PAGE 1
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IMPROVEMENT LOCATION CERTIFICATE
LOT 28, DISTINCTIVE ADDRESSES AT APPLEWOOD
COUNTY OF JEFFERSON, STATE OF COLORADO
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L=87.75'
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R=45.00'
IAT 27 ry
p=111'38'55"
~
CB=S 46'4957 E
_
~~F9 G
CH=74.49'
T
_ .
. .
\
.;i
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- -
20, 2'
5.1'12.1.
14.6'
5' cax- st N ,
3211 W-MO-AVE7HB
- corrcRErEL
~
LOT 28
---------i
64.19' 1
FOUND REBAR S 8979'55° W BLOCK WALL
AND CAP LS.17299 771 N 00'19'09" W S 8919'55" W 48.
9.00'
WEST 32ND AVSNUB
LOT 5
30'
11.02
10' UTILITY AND
DRAINAGE EASEMENT
FOUND REBAR
AND CAP L.S. 4769
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERiIFICAiE WAS PREPARED FOR KUNZ CONSTRUCTION
THAT IT IS NOT A LAND SURUEY PLAT OR IMPROVEMENT SURVEY PLAT, AND 1HAT IT IS NOT TO BE RELIED UPON FOR
THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUn1RE IMPROVEMENT LINES.
I FURTHER CERiIFY 1HAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON iHIS OATE, 04.10.02
EXCEPT U1ILITY CONNECTIONS, ARE ENTIRELY WiHIN THE 80UNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT
1HERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPR04EMENTS ON ANY ADJOINING
PREMISES, EXCE T AS INDI D, AND THAT 1HERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASE~IENT
CROSSING_OR RDEI~i4~~~ ~'.OF SAID PARCEL, EXCEPT AS NOTED.
CCS
26296 CCS CONSULTANTS, INC.
. :
, 11445 West I-70 Frontage Road North
NOEL L. ~°L~~6296 Suite 102, Wheat Ridge, Colaado 80033
. ~►HO 303•403•4706 Fax 303•403•0800
DRAINAGE CERTIFICATE
LOT 28, DIS'I'IlNC'fIVE ADDRESSES AT APPLEWOOD
COUN'I'Y OF JEFFERSON, STATE OF COLORADO
oag srxM
LOT 27
O
0
~
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L=87.75'
R=45.00'
ry
6=11138'55"
~
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BENCHMARK "`p 64.19'
S 8979'55° W
N 0019'09" W' S 8919'55" W
9.00'
WESf 32ND AVBNUS
NOTE: VERTICAL DATUM IS BASED UPON TOP OF CAP
AS SHOWN. ASSUMED ELEVATION = 5400
DRAINAGE CERIIFICATE:
THE ELEVATIONS AND DRAINAGE PATTERN AS SNOWN HEREON ARE THE REGISTERED
LAND SURVEYOR'S CERTIFIED fINDWGS OF THE FINISHED GROUND GRADES FOR
THE DESCRIBED PROPERTY. THE ELEVATIONS AS DEPIC ED HEREON MAY
CHANGE SUBSEQUENT TO THE DATE OF THE SUR~~E TO NATURAL LAND/OR
ARTIFlCIAL ACTIONS.
LOT 5
WALL
- CCS CONSULTANTS, INC.
11445 West i-70 Frontage Road North
LP.L~'~~96 Suite 102 Wheat Ridge, Cobrado 80033
' = 303•403•4706 Fax 303•403•0800
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,
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11099
BUILDING INSPECTION DIVISION - 235-2855 Date : 8/30/2000
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner :
Property Address : 3211 OAK ST
Phone : 423-9700
Contractor License No. : 20217
Company : Kunz Construction Company
Phone : 303-423-9700
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value :
$400,000.00
I hereby ceRify that the setback distances proposed by this permk application are accurete,
PEITilit F2@ :
$2,673.75
and do not violate applicabla ordinances, rules or regulations of the City of Wheat Ridge or
trictions of record; that all measurements shown, and ailegations
t
Plan ReVIeW Fee :
737.94
~
s or res
covenants, easemen
made are accurate; that I have read and agree to abide by all co ditions printed on this
ding
onsibilit for c
assume
that
ication
R
p
k un
h
h
nl
ce
ll
l
Use Tax :
000.00
$6~
der
y1e
w
or
, fo
o dl
an
ermi
his
e (U.B~C.) and a I othe eppl'
Cod
Total:
$10,411.69
~~1
DATt7` -0~
(OWNER)(CONTRACTOR) SIGNED
Use : -E
~
Description : NEW RESIDENCE - SI MILY UNIT
BUILDING DEPARTMENT USE ONLY
Approval
: TRC
Zoning
: R-1
~
Approval:
DM
, Approval
: MJG
Occupancy : Walls
SIC : Sq. Ft. :
OK 8130100
OK 8130100 SEE REVIEW FOR COMMENTS
Roof : Stories : Residential Units :
Electrical License No : 20746 Plumbing License No :18490 Mechanical License rvo : zucio
Company :APCO ELECTRIC, INC Company :BUCCINO PLUMBING Company Dakota Heati girlnc.nditioning
Expiration Date : 7I28I2001 Expiration Date : 2/10/2000 Expiration Date : 12130/1999
Approval : OKIKS Approval :
Approval:
(1) This permit was issued in accordance with the proNSions set forth in yopur applicaUon antl is suq ect fo the laws of the State oT Colo2do and to lhe Zoning
Regula4ons and Buildiny Cotle of Wheat Ridge, Colorado or any other applipble ordinances of the Ciry.
(2) This permR shall expire if (A) the work aulhonzetl is not commenced within sUCty (80) days from issue date or (B) the building euthorized is suspendetl or
abandoned Por a periotl of 120 days.
(3) If Mis parmlt expires, a new pertnit may be acquiretl for a fee of one-halt Me amount nortnally required, provitled no changes have been or will be matle in e
wigfnal plans antl speafcations antl any suspenslon or abantlonment has not exceedetl one (7) year. If changes are made or if suspension or abantlonment
exceeds orie (1) year, NII fees shall be paid for a new pem~it.
ee
(4) No work of any manner shall be done that vnll change lhe natural flow of water causin8 a d2inage p~v em.
(5) Con r shall noti the Builtling Inspector Aventy-IOUr (24) houra In advance for all inspecHOns antl shell receive written approval on inspectlon card before
ing w M s ssive phases of the ob.
(g) rmit or ihe approval o~d2win9s antl specifications shall not Oe consWetl to be a pemk for, nor an apProval of, anY violation of Me Provisions
CALhe uild s a er rdinance, law, nile or regulatwn.
Chief Building Inspector For Mayor
THIS PERMIT VALID CONLY ALL W 34 5933 24 HOURS PRIOR TO I~N PIE TION ECTOR AND MAYOR
DEPARTMENT OF PLANNING AND DEVELOPMENT Bui'ding Permit Number
BUILDlNG INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Da;e :
7500 WEST 29TH AVENUE
WHEAT RIDC-•E, CO 80215 APPLICATio N
s-F
ProoertyOwner: p~Ij~l Aewg (3211 0~~
Property Address : GDT ~ S, ~
Contrector License No. :4t Zn21"l en Ct, Cb
Company: ~N~ (AU`7~~1(G~/OlJ
OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value :
I nereby certify that the se:back Cistances proposeC by this permit application aro aeeurate, Pf
antl do not violaee applicable ordinances, rules or regulations of the Ciry of Wheat Ritlge or
eovenants. easements or resmGians of recortl: that all measurcments shown, antl allegations Zp 1e F
made are accurate: that I have reatl antl agrce to a6ide by atl condi0on3 nteQ on Nis
applicatlon, and that I assume lull rcsponsibdity fur complianp wiM Ne qaCRiCge Building
Coae (U.B.C.) antl all oNer ap0lioble Wpe7CRjdge ordinal;es, far rkyrfaer m~.yepna.
(OWNER)(CONTR4CTOR)
Description : M4-7I/ A~:510G~C
116 cjc,
~3
♦
U52
Z~ A, G^ 6
JU~+ c g ,n,",~
BUILDING DEPARTMENT USE ONLY
S2C : Sq. Ft. :
~-j36/~
Approval :
Approval: C~+
Zoning :
~ r~~oo ~
Approval: `~sx~ss~etrfcr-~~«+M
Occupancy : Walis : Roof : Stories : Residendal Units :
tlectncal License No : 2`la,lk plumbing License No :,gy.q Mechanic~'License No.
o ny : " i
;~o S
C~ E-1QC~ Company C0
r~o AK„-.6, na - ~t~afiW
Expiretion Date : Ecpi2tion Date : Expiretion Date r~«,~,",~c J
Approval: Approval: Approvai:
(1) T1w Pemin was uwotl In umtl~ wYOi tlr 010,11"11101111 am EoM n YoM aYObcnan a'tl o maiC 10IM laws o! 1M Stab of ColoraGe antl b IM '
itequuuens aa e mtP0uiwen Yq R (A) Cm~ IM a vM wak wt Riepa Calende a ''0~
(2) Th
+nr onr aoabasofty w o)aa.une ryy a Aam a u,e owe uh. 0ab or (B) I~e Du'~y~w auNOnzea n ausv~.a a
n 0~~ Wp autlq~E n nat mrtnwriCaO wlNm
aeanaonee ror a o.ma a tm am.
(7) If ttus Pamtit eaprtd. a Mw OMK /roy M aWulW for a M af ailAaN IM amwM ndmatly n0w. G~witlW ro C~rg~a haw Oeen a wiM Ee meoe n IM
m9nw Wans arltl SOecificauenw ana aq' wsprsen x aGoCrfnment Ms rqt mna~tleC aM (t) Yur. If Weqes ne mica a rt s~npnpAn a aOY+COm~M
e<c.eas ww Ym. hN hw mr a wie eor a nepw pwmR.
(4) No wark a arry manner tNY W eduJNl wiR Wg tM ruua4lbw of wr~ta oufvq s 0rnnp~ prpplqn, (5) Cpontraaor anaN noOM 1M Bwqn9lNmeCter bie~blav (2/) Inurs n aWano /a WI maPecwm rW t~aM nerve wean appovat on inspaCbM or0 4Wm
TM ~ of a W ~R x O~I~wOf1fN~'ob
(8) r d riweqs a,e w~anmsanr na w mnuva m w a puma hr. nar an aowwM d, anr vrol.eon d me wowbns
or me p~tlaoq mEas n ~'ooiw
~yr'nrw. rw, nfta npe~tion. -
=77 vc
/inD,e
Phone : ~,2 3 - ~Oa
Phone : 42.3 - 1~7;7a)
Chief
DEPARTMENT OF PUBLIC WORKS
(303) 235-2861
7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857
LETfER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED ~//!oO
Dear Contractor:
ADDRESS 3ZO c~K S19Eei-
In conjunction with the approval of the building permit application for the above referenced address, this
letter is to inform you that all existing public improvements located along the frontage of said address shall
be restored, (if damaged from related 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
determine the existing condition(s) of the public improvements at this address.
If you have any questions, piease contact me at 303-235-2868.
$incerely,
Michael Garcia,
Development Review Engineer
cc: File
Files on Enginent\Development Review/Porms & form IeHers\Notification of PI Restorotion Rev 05/00
oF W~r
DEPARTMENT OF PUBLIC WORKS
BUILDING PERMIT APPLICATION REVIEW
0
~ cOGORPO
Date: GSi °Q
T nratinn• ~ Z~ ~ ~ si. /~S'77KCTivE ~«sS ._e' 1"rP~GCwm°.~
Attention: Building Department
I have reviewed the attached materials submitted in application for approval of a S.~c r,E lx~Sv 1?X61DF114C
at the above referenced address. Please note the summary comments below.
L✓ Boundary Closure: OK _ Not OK; refer to stipulations.
2. _ Drainage:
a. Drainage plan and report needed _
b. Drainage plan not needed
C. Lot dramage/grading to be reviewed by Building Division _
d. Site drainage/grading provisions have been reviewed and are:
OK Not OK; refer to stipulations.
3. ~ NPDES Permit Required: _ Yes ~ No
4.
Public Improvements:
a. street paving needed: _ Yes ✓ No
b. curb and gutter needed: _ Yes v No
c. sidewalk needed: Yes ~ No
d. street lights needed: _ Yes v No
e. storm sewer needed: Yes L, No
f. letter of credit required: Yes ~ No
If a letter of credit is required, for what improvements?
_
Amount of letter of credit: '
5.
Subdivision Agreement required: _
Yes No
6. ✓
Development Covenant required: _
Yes ✓ No
7. ✓
If Yes, for
Traffic impact analysis and report required: _
Yes ~ No
g.
State Highway Access Permit needed: _
Yes ~ No
9. ~
New roadway or alley R.O.W. dedication recommended: _
Yes ~ No
If yes, what is recommended?
10. ✓
All existing dedicated roadways/alleys meet the standards of the City:
~ Yes _ No
If no, which do not and what is requested:
11. V
APPROVAL: The Public Works Department has reviewed this request and hereby gives its
a rov , sub*ect to the above and/or attached stipulations.
' 4zj /a/~o
c;.. r„ro ; aP C'.arcia Date
12.
13. _
14.
NO APPROVAL: The Public Works Department has reviewed this request and does not give
its approval for the reasons stated:
Signature Michael Garcia Date
Stipulations attached: _ Yes _ No
Summary Comments: ,
gzS~cr oFT.Uit CoNj
To G~7-r ST.O.yDA~f
LE7T6.C) IS /Z&QVI'fGp
&E
i~i'zo vr.,rr4rs
A
7b c•o• iSSu.aIvu
To GO• ISS~r,.icE.
Files on Enginent\Forms\B1dprtnt3.frtn Rev 05%00
PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS
Date
Applicant 17E~1 V-uNz
Location of Construction 3 211 osuc s~• /DtS_'-Lu~,e
APYGEaElmov
Purpose of Construction Building Permit Value
Single Family ✓
Commercial _
DEVELOPMENT REVIEW FEES
Development Review Processing Fee: 50.00
(for document processing)
Single Family Residential Review Fee: 25.
(for review of applicable technical documents )
CommerciaUMulti-Family Review Fee: $50.00 fee (for review of existing
technical documents), $500.00 fee (for review of technical documents for
construction in right-of-way, final drainage report and erosion control pian).
Subdivision Improvement Agreement Fee: $125.00
(for document processing and recording)
Development Covenant Fee: $125.00
(for document processing and recording)
CDOT Access Permit Fee: $100.00
(for document application and processing)
Traffic Impact Study Review Fee: $100.00
(for document review and processing)
Flood Plain Variance Review Fee: Class 1=$100.00 Class il =$150.00
(for document review and processing)
TOTAL REVIEW FEES: (due at time of building permit issuance)
'¢oo,ooo
Multi-Family _
$ ls~ o a
s 09% o 0
$
$
$
$
$
$
$ ~S, o0
PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING
FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITNIN PUBLIC RIGHT-OF-WAY.
Signature of Applicant Date ~-'4J`00
Phone # 3° 3 4Z-3 9700
rm KUNZ CONSTRUCTION C0.
GDESIQNBUILOCOMPANY 11445 West I-70 Frontage Road North, SuitB C, Whe2t F
(303) 423-9700
Mr. Darin Morgan
City of Wheat Ridge
Codes Administrator
7500 West 29'" Avenue
Wheat Ridge, CO 80215-6713
Re: Code Correction List
Deaz Dazin
There aze 13 items on your list I will respond to them in order.
Colorado 80033
#1 All elevations and contours are added to the Site Plan sheet C1.
#2 Retaining walls and Trickle channel aze added to sheet Cl.
#3 Soil report is attached.
#4 The Roof drain on Garage is on sheet A3.
#5 The Heating Contractor will be using 15LB Felt Paper.
#6 Drawings and calculations are attached.
#7 All smoke detectors have been added to sheets El, E2 & E3.
#8 All G.F.I. have been added to sheets El, E2 & E3.
#9 This panel is a standazd panel for residential use.
#10 All Tempered Glass is noted on sheets A7 (Schedules) and Floor Plans.
#ll See revised Detail A7 item 7.
#12 Seerevised Detail sheet SS item 5
#13 See revised Detail sheet SS item 5
If I can be of further assistance o if you require more information please call me az 303 423-9700
Dean D Kunz ~
Vice President
iCunz Construction Company
o~
I
Code Correction List
August 1, 2000
Owner: Kunz
Builder: Kunz Construction ~
Address: 3211 Oak Street
Description: New SFD
1.'/ Show the finish floor elevation of the structure along with proposed contours or spot
/ elevations throughout lot.
2✓ Show retaining wall and concrete trickle channel along west the property line as we spoke
about on site.
3.✓ Provide a soils report for the site.
4. ✓ Provide a roof drain in the NE corner of the garage roof/deck area.
5.✓ Show what type of moisture barrier is to be installed beiween concrete floor and T&G
/ flooring.
6Provide a letter from BCI stating the floor being proposed meets their specifications.
7`~ Show all smoke detectors.
i
8. Label all GFCI outlets.
9. Provide the listing information for the low voltage panels being installed in garage/house
wall to verify it can be installed within a one-hour assembly.
10. ~ Label all tempered glazing on schedule or on floor plan.
11. l Provide a guardrail detail with dimensions.
12. / Sheet S5, #1,5 - how is the 2x4 member on angle iron to be secured to angle.
13. ` Show egress window well ladders and attachment.
Please make these additions or corrections to the submittal and resubmit for review, if you
have any questions or comments please feel free to contact me at 235-2853.
Sincerely,
Darin Morgan
Codes Administrator
06/30/00 10:32 FAX 4242828
.y.,.,.r_, aa cz:••s.•• nrvrafzvr,vc
303 E35 2os7
C-ITy f)F VYHFAT 1:IDGE '
CEXYTTFICATE OF WA'TER AlYD SEWE] : SERVICE AVAILABI3U7Y
;+tote to Applicant: A buildiag pe~it will qotbe issued withouc this CertiScate signed by the
D•.ts.-:ct a: AgcrcIsuPP=ying sereices. 71111 C"~StaMt Mi c onP vear from dau 2f~oorow!
fd 002
F-Q2
- - .
~...,W,...k.,..... - n ms
Use nfBuil '
hl ~~1J~N~Z
pwnec _ Address 'Ieiepeoue
xamerD;s~ km~~-;CSZt ~ sEVrE1t ladhidmi Septic PetwU 140.
Savjce Acaita6le
Gmmenttor
RESTRIDE SANIT
Sewer Se[v m Nat Available
i ~ -
! xRiF! n arserv~e is as indintsd aboYe.
fl'
Sigmslon of Antbor4d Ageot--~ Date
leGbson Cmuecy Hmlih DlpUmoeac (EF SEPTIC)
Auil~aizcd :
D'.w
t~- VRATER
Afams v£DvfOa: ' t csloruic Well Pesmit No
watet Sesviee Avai'labie
iVita Sav w Not Avatlabk
COIumRILS at CoudiQOas: "
7 Lei'eM mniii sluc avsiiabitiy of atvlu iv ss ladlatad a6ove.
Sipmaaue of Aud%orbtd Agent Dom
r.
Jeffeema Cwnry Hmith Depnusmi (IF WESL)
AueAOOZed "a pmnae
Dau
06/30/00 07:38 T7(/RX N0.2123 P•002 0
Jul-"Li~uu!LU:aB/N9pUCVKLVFAX 303 235 2857 P'3/3 P.02
CI1Y OF WHEAT Ri )GE
C£R7lFICATE OF WATER AlvD SEWER iERVICE AVAILABILl'I'X
Nots to Applicant: A building permit will not be issued v ithout this Certi6cate signed by the
• D'istrict or Ageney supplying setvicas. 'fhis Certi6cate ~c~ li(e,s One vem from date of aooroval
bv autharizing,I¢ei
Job Address Daco
bT Z$ ~ ~
Legal Da:siPtion .~►nc,~~ - ~am~~~~s~~~.
Us~ of8u~ z
Owner _ Address ~ Telephone
SEWER
Noate of Aist:ict: ~ Ldtvidual Septle Pettait No.
Sewer Setviee nvailabie Sewat Sen'i e Not Available
Coauneatt or Conditions:
1 heYeby oertltf tlut availabiliry of savia is as indieatad sbore• ,
Sipapue of Aurhoriud Agenc Dau
Jefftrson Counry Halth Deparunrnt (g SEYfIC)
Authocired : lgreaue Date
WA'I'ER
N~ otn~s~: F~ caor+ao wai PervAit xo.
Qq Wxer Smice Availabk Water Se[t .a Nm Available
Coqunents or cppyupps; WATER SERVZCE IS' U S
CAMPANY' S RULES,
FOR
t ' that availab of scNiCe is ss uiacuea aoovo. ~
Signatute of Auldoriud Agent Date
leHerson County Health Depsfukac (ff WELW Datc
Aullariud ~8~=
GEORGIA-PACIFIC CORPORATION Jeff Heath
360 Inverness Drive South , Englewood, CO. 80112-
FASTBeamO Enqineerinq Analysis O 1996-2000 Georgia-F
Mark # : RJ2
Usage : Joist(Roof)
Max Defl : LL = U240 TL = U180
Desc :
Repetitive : Yes
Composite Action : No
75", 565 psi
23 Jun 2000 8:06 am
Version: 3.1(95/NT) Build: 3.1.0.0
Spacing (in.) : 24.0
Slope : 0.25112
3.5", 565 psi
~ Pro~ect esign Loads : oo : Lrve=30 ps , ead=12 pst;
Live+Dead Ld(T) Live Ld(L) LOF Location'
„ nct.n nF„n ns+annFnd Soan# S,arts Ends Atlditionallnfo .
'Dimensions measured from left end when span# is 0, othervvise, /rom lek end of fhe specified span.
UP (!bs)
1
2
Max R'n
805
805
Min R'n
230
230
DL R'n
230
230
Min Brg(in.)
1.75
1.75
Stiffener
NO
NO
D 1
Value
Span
X
Group
Allow
lDF
Ratio
Vi1bs)
799
1
0111,
31
7633
115%
0.49
M(ft-Ibs)
3857
1
9' 7"
1
1,
37
37
3870
1380
115%
715%
1.00
58 See Note #4
0
LtRn(lbs)
805
805
0
0
0
0
19' 2"
31
1577
115%
.
0.57 See Note :4
RtRn(lbs)
LLDefI(in.)
0.60
1
9' 7"
37
0.96
1_1387
71 onfllin_1
0.83
1
9' 7"
31
7.28
V276
USE: GPI 40 11.88" (a124" o.c. [ APA-11.88"PRI-0O] Grade, Depth selected by User
m eorgia-PaciTc orp.
NOTES:
1. Designed in accordance with Nafional Design SpeciTications for Wood Construclion and applicabie Approvals or Research Reports.
2. Provide lateral support at the bearing location nearest each end or the mem6er. Continuous lateial support required for compiession
edge. ~
3. Design valid for dry use only.
4. This reaction is 6ased on the combination of loads 8 duration factors that produces the highest sfress ratio and may be less than
maximum reaction. There(ore, when reaction values are required, use Max R'n (rom 'Supports'section above.
5. Bearing length 6ased on design material; support material capaciry shall be verified (by others).
6. For 6irdsmouth cuts on GPI joists, check with G-P Engineered Lumber Technical Services.
7. When required by fhe building code, a registered design professional or bvilding oKcial should verily the input loads and product
applitation.
8. 7'his engineered lumber product has been sized for residential use. A concenhated load check, per the building code, must be performed
for commercial uses.
9. Max/Min reactions are based on the applicable load combinations ouUined in fhe notes. Summation o/max/min reactions for various
OOL may not match total mawmin reaction.
10. Company, producf or brend names referenced are trademarks or registered trademarks of their respective owneis.
N. 8irdsmouth cuts permitted only if all the following conditions are met cut is at low end of roof joisf, overhang does not exceed
2 ft, and bearing stiHeners are used.
12. For exp/anation o(GROUP, change to ex anded printout.
Page 1 of i
GEORGIA-PACIFIC CORPORATION Jeff Heath 23 Jun 2000 8:06 am
360 Inverness Drive South , Englewood, CO. 80112- (303)706-8074
FASTBeamO En ineering Analysis C 1996-2000 Georgia-Paafic Corporation Version: 3.1(95/NT) Build: 3.1.0.0
roject : 000 5. In ormation : UN
Mark # : RB1 Desc :
Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0
Max Defl : LL = L/240 TL = LH80 Composite Action : No Slope : 0H2
3.5", 565 psi
16' 9"
3.5", 565 psi
ProJect Des~gn Loa s: oo : ive=30 ps . ead=72 ps ;
Live+Dead Ld(T) Live Ld(L) LDF Location•
r,c".. nG.,s nc~~,enF~n R~a„a cran' FnAs Additionallnfo
, r.....,.,...__..-., . -
Uniform(pl~ 16 0 0 0 16' 9" Self Weight
'Dimensions measured (rom left end when span# is Q ofhervvise, /riim feR end o/ the specifed span.
1
2
Max R'n
4445
4445
Min R'n
1367
7367
DL R'n
1367
1367
Min Brg(in.)
1.50
7.50
[Based on
bearing stress below]
Brg Str(psi)
565
565
DESIGN
Value
Span
X
Group
Allow
LDF
Ratio
V(Ibs)
3842
1
15'7"
31
13627
115%
0.28
M(ft-Ibs)
18613
1
8' 4"
37
30780
715%
0.60
LtRn(Ibs)
4445
0
0101,
31
10382
100 %
0.43 See Note #4
RtRn(Ibs)
4445
0
16' 9"
31
10382
100%
0.43 See Note #4
LLDefI(in.)
0.50
1
8' 4"
31
0.84
L1398
TLDefI(in.)
0J3
1
8' 4"
37
1.12
L/276
USE:
GPLAM 1.8E
1.75x11.88"
3 Plies
Grade, Depth, Pfies se/ected 6y User
- m
eorgia- ac
i ic orp.
NOTES:
1. Designed in accordance with National Design Specifieations for Wood Construction and applica6le Approvals or Researeh Reports.
1. Provide lateral support at the 6earing location nearest each end of the member. Continuous laferal support requiced for compression
edge.
3. Design valid for dry use only.
4. rhis reac[ion is based on fhe combination of loads 8 duration facfors that produces the highest stress ratio and may 6e less than
maximum reaction. Therefore, when reaction values are required, use Max R'n /rom 'Supports'section above.
5. Bearing length based on design material; support material capacily shall be verified (by others).
6. Roof Usage: Insfall with minimum 114:12 slope for adequate drainage.
7. When required by the building code, a registered design professional or building ofricial should verify the input loads and product
applicatlon.
8. This engineered lumber product has 6een sized for residential use. A concentrated load check, per the building code, musf be per(ormed
for commercial uses.
9. Verify that load is applied at top or equally from both sides.
10. Nail plies together wifh f 6d nails @ lY" 02 along top and bottom edges. Nail /rom alternate /aces, 2" irom edges.
11. Max/Min reactians are based on the appliea6le load combinations ouUinetl in fhe notes. Summation of max/min reacfions for various
DOL may not match fotal mawmin reaction.
12. Company, product or brand names re(erenced are trademarks or registered trademarks of their respeetive owners.
13. For explanation of GROUP, chan e to ex anded printout.
Page 1 of 1
GEORGIA-PACIFICCORPORATION JeffHeath 23.1un20008:06am
360 Inverness Drive South , Englewood, CO. 80112- (303)706-8074
FASTBeamO Engineering Analysis O 1996-2000 Georgia-Pacific Coiporatron Version: 3.1(95/NT) Build: 3.1.0.0
roject : W000275. In ormation : UN D
Mark # : RB2 Desc :
Usage : Beam(Roofl Repetitive : No Spacing (in.) : 0.0
Max Defl : LL = LJ240 TL = LI180 Composite Action : No Slope : 0112
3.5", 565 psi " 3.5", 565 psi
12' 6"
Project Design Loads : Roo : Live=30 ps , ead=12 ps ;
Live+Dead Ltl(T) Live Ld(L) LDF Location'
# Shape Start End StartEnd Span# Starts Ends Additionallnfo
1 pan arried(ps 42 0 115 0 0 0' 0" 12 6"
Umform(pl~ 11 0 0 0 12' 6" Self Weight
'Dimensions measured (rom left end when span# is 0, othervvise, from IeR end of the specified span.
P O
(!bs)
~
z
Max R'n
3546
3546
Min R'n
1061
1061
DL R'n
Min Brg(in.)
7061
1.79
1061
1.79 [Based on bearing stress below]
Brg Str(psi)
565
565
MMW
Value
Span X Group
Allow LDF
Ratio
V(Ibs)
2902
1 11' 4" 31
" 31
'
9080 115%
20520 115%
0.32
0.54
Mlft-Ibs)
71080
3546
3
1 6
0 0.01. 31
6921 100%
0.51 See Note #4
LtRn(Ibs)
RtRn(Ibs)
3546
0 12' 6" 31
6921 100%
7 See Nate #4
0.51
LLDefl(in.)
0.26
1 6' 3" 31
6' 3" 31
0.62
0
83
U
56
V398
TLDefl(in.)
0.38
1
.
USE:
GPLAM 1.8E 1.75X11.88" 2 Plies
Grade, Depth, Plies selectedby User
m eorgia- aciic orp.
NOTES :
1. Designed in aetordance with National Design Specifications for Wood Construction and applicable Approvals or Research RepoRS.
2. Provide lateral support at the 6earing location nearest each end of the member. Contlnuous /ateral support requir#d /or compression
edge.
3. Design valid /or dry use only.
4. This reaction is 6ased on the combination olloads 8 duration factors that produces the highest stress ratio and may be less than
maximum reaction. Therefore, when reaciion values are required, use Max R'n (rom 'Supports'section above.
5. Bearing length based on design material; support material capacify shall be veriied (by others).
6. Roof Usage: Install wifh minimum 114:12 slope for adequate drainage.
7. When required by the building code, a registered design professional or building oKCial should verify fhe input loads and product
applicafion. buildin code, must be erformed
8. This engineered lumber product has 6een sized for residential use. A concentrated load check, per the 9 P
for commercial uses.
9. Verify that load is applied at top or equally irom bofh sides.
10. Nail plies together with 16d nails @ 12" o/c along top and bottom edges. Nail trom alfernate (aces, 2" from edges.
11. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various
DOL may not match total max/min reaction.
12. Company, product or brand names re/erenced are trademarks or registered trademarks of Iheir respective owners.
13. For explanation o/GROUP, change to expanded rintout.
Page 1 of t
GEORGIA-PACIFIC CORPORATION JeffHeath
360 Inverness Drive South , Englewood, CO. 80112-
FASTBeamO Engineering Analysis OO 1996-2000 Georgia-F
roject : W0002-7-5-TRU- n ormation : IHN,
Mark # : 1 FJ1
Usage : Joist(Floor) Repetitive :
Max Defl : LL = L1480 TL = L/240 Composite Action
3.5", 565 psi
16' 1 1/2"
23 Jun 2000 8:07 am
Version: 3.1
Desc :
Yes Spacing (in.) : 16.0
Yes ('See Note #8)
5", 565 psi
A ro~ect esign Loads : looc Live=a0 ps , ead= ps ;
Live+Dead Ld(T) Live Ld(L) LDF Locatian'
r,e.~.. nc~n n~r~nnF„H S,,ar,a Stans Ends Additionallnfo
when soan# is 0.
1
2
Maz R'n
838
838
Min R'n
408
409
DL R'n
408
409
Min Brgiin.)
1.75
1.75
Stiffener
NO
NO
n . ,
Value
Span
X
Group
Allow
LDF
Ratio
823
1
15' 12"
21
1420
100%
0.58
3380
1
8111,
21
4638
100%
0.73
838
0
0101,
27
1371
100%
0.61 See Note k4
838
0
16' 2"
27
1371
100%
0.67 See Note #4
0.20
1
8' 1"
21
0.40
L/977
0.39
1
811.1
21
0.81
V501
USE: GPI 60 11.88" ~~16'_o.c. [ APA-11.88"PRI-601 Grade, Depth selected by User
UFT~U ore gia-Pacifc orp.
NOTES :
1. Designed in accordance with National Design SpeciFcations for Wood Construciion and applicable Approvals or Research Reports.
2. Provide lateral support at the bearing location nearest eaeh end o/the member. Continuous lateral support required (or compression
edge. ~
3. Desiqn valid /or dry use only.
4. This reaclion is based on the eombination of loads 8 duration /actors that produces the highest sVess ratio and may be less than
maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above.
5. Bearing length based on design material; support material capacity shall be verified (6y others).
6. When required by the building code, a registered design pro(essional or building official should verify the input loads and product
applicatlon.
7. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, musf be peAormed
for commercial uses.
8. Floor sheathing o(3/4" nominal APA rated OSB or Plywood musf 6e glued-nailed !o joisfs and spacing must not ezceed 24" o.c. Live
deFl'n exceeding U480 not recommended(i.e. U500 is OK).
9. Company, producf or brand names referenced are trademarks or registered trademarks o( their respective owners.
10 For explanation of GROUP change to expanded printout. -
Page 1 0! 1
GEORGIA-PACIFIC CORPORATION JeffHeath
360 Inverness Drive South , Englewood, CO. 80112-
FASTBeamO Enqineering Analysis O 1996-2000 Georgia-F
Mark # : 1 FJ2
Usage : Joist(Fioor) Repetitive :
Max Defl : LL = LI480 TL = U240 Composite Action
3.5", 565 psi
15' 1
23 Jun 2000 8:07 am
:ifcCorporation Version: 3.1(95/NT) Build: 3.1.0.0
RESIDENCE
Desc :
Yes Spacing (in.) : 16.0
Yes ('See Note #8)
3.5", 565 psi
roJect esign Loads : oor. Live=40 ps , ea =38 ps ;
Live+Dead Ld(T) Live Ld(L) LDF Location'
# Shape Start End Start@End Span# Starts Ends Additionallnfo
o,, i 7 en ~ 10o 0 0 0' " 15 1 1 2" 16 o.c. ase Uni orm Load ( paang ensi4ve)
1
2
Max R'n
786
786
Min R'n
383
383
DL R'n
383
383
Min Brg(in.)
1.75
1.75
Stiffener
NO
NO
DES/G
Value
Span
X
Group
Ailow
LOP
Ratio
V(I6s)
771
1
14' 12"
21
1420
100%
0.54
M(ft-Ibs)
2974
1
7' 7"
21
3365
100%
0.88
LtRn(Ibs)
786
0
0' 0"
21
1371
100%
0.57 See Note #4
RtRn(ibs)
786
0
15' 2"
21
1371
100%
0.57 See Note #4
LLDeFl(In.)
0.18
1
7' 7"
21
0.38
U1013
TLDef1(in.)
0.35
1
7' 7"
21
0.76
L/520
USE:
GPI 40 11.88"
16" oc.
[ 1PA-11.88"PRI-401
Grade, Depth selected by User
t,`Frfm Cae ro gia-
acIfic
orp.
NOTES:
1. Designed in accordance with National Design Specificafions for Wood Conslructlon and applicable Approvals or Research Reports.
2. Provide lateral suppart at the bearing location nearest each end of the mem6er. Continuaus lateral supporf required !or compression
edge. `
7. Design valid (or dry use only.
4. This reaction is based an the com6ination o/ loads 8 duration factors thaf produees the highest sfress ratio and may be less than
maximum reaction. There/ore, when reaction values are required, use Max R'n from 'Supports'section above.
5. Aearing length based on desrgn material; support material capacity shall be verified (6y others).
6. When required 6y the building eode, a regisiered design professional or builtling oKCial should verify the inpui loads and product
application.
7. This engineered lumber producf has been sized /or residential use. A concentreted load check, per the 6uilding code, must be peAormed
for commercial uses.
8. Floor sheathing of 314' nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o.c. Live
defl'n exceeding U480 not recommended(i.e. U500 is OK).
9. Company, product or brand names re/erenced are trademarks or registered trademarks of iheir respective owners.
10. For explanation of GROUP, chan e to ex anded printout.
Page 1 of 1
GEORGIA-PACIFIC CORPORATION
360 Inverness Drive South , Englewooc
FASTBeamO Engineering Analysis O 1
Mark # : 1 FB1
Usage : Beam(Floor)
Max Defl : LL = 1_1480 TL = 1_1240
3.5", 335 psi
Jeff Heath
80112-
Desc:
Repetitive : No
Composite Action : No
18' 9"
23 Jun 2000 8:07 am
3.1(95/NT) Build: 3.1.0.0
Spacing (in.) : 16.0
3.5", 335 psi
Pro~ect esgn Loa s: oor. ve=40 ps , ead= 8 ps ;
Live+Dead Ld(T) Live Ld(L) LDF _ Location' _ . .
t Beam(ps°~
78
40
700% 0
4' 0"
20' 0"s.c. 4 m-
Uniform(plo
11
0
0
0 18' 9"
Self Weight
'Dimensions measured from left end when span# is 0, olherwise, from leff end o/ the specified span.
SUPPORTS(l
bs)
1
2
Max R'n
2304
7409
Min R'n
1174
739
DL R'n
7174
739
Min Brg(in.)
1.96
1.50
(Based o
n bearing stress below)
Brg Str(psi)
335
335
Value
Span
X
Group
Allow LDF
Ratio
V(Ibs)
2173
1
1' 2"
21
7896 100%
0.28
M(k-Ibs)
8628
1
7' 1"
0101,
21
21
17844 100%
4104 100%
0.48
0.56 See Note #4
LtRn(ibs)
RtRn(Ibs)
2304
1409
0
0
78' 9"
21
4104 100%
0.34 See Note #4
LLDefI(in.)
0.30
1
9' 4"
9' 4"
21
21
0.47
0
94
U746
U361
TLDefI(in.)
0.62
1
.
USE:
GPLAM 1.8E
1.75x11.88" 2 Plies
Grade, Depth se/ected by User
m
eorgia- aci ic
orp.
NOTES:
l. Designed in accordance with National Design Specifications lor Wood Consiruefion and applicable Approvals or itesearch Reports.
2. Provide laterai support at the beanng location nearesf each end of the member. Continuous laterel support required for compression
edge.
3. Design valid lor dry use only.
4. rhis reaction is based on the combination of loads 8 duration /acfors thai produces the highest sMess ratio and may 6e less than
maximum reaction. Therefore, when reaction values are required, use Max R'n /rom 'Supports'section above.
5. Bearing length 6ased on design material; support material capacity shall be verified (6y others).
6. When iequired by the building tode, a regisfered design pro/essional or building official should veri(y the input loads and product
application.
7. This engineered lumber producf has been sized for residential use. A concentrated load check, per the building eode, must be peAormed
for commercial uses.
8. Verify that load is applied at fop or equally from both sides.
9. Nail plies fogether wiih 16d nails @ 12" o/c along top and 6otfom edges. Nail /rom a/ternate faces, 2" lrom edges.
10. Company, product or brond names referenced are trademarks or registered trademarks of their respective owners.
Page 1 of t
GEORGIA-PACIFIC CORPORATION Jeff Heath
360 Inverness Drive South , Englewood, CO. 80112-
FASTBeamO Enqineerinq Analysis O 1996-2000 Georgia-F
Mark # : 2FJ1
Usage : Joist(Floor) Repetitive :
Max Defl : LL = L/480 Tl. = LI240 Composite Action
3.5", 565 psi
3.5", 565 psi
qp roject esrgn Loads : loor. Live=40 ps , Dead=3 ps ;
Live+Dead Ld(T) Live Ld(L) LDF Location•
~ o~....., ncf~n nc.,H nqr.nnFr,n Snan# Starts Ends Additionallnfo
from le/t end when span# is 0, otherv✓ise. /rom left end
1
2
Max R'n
979
979
Min R'n
477
477
Ol R'n
477
477
Min Brg(in.)
175
775
Stiffener
NO
NO
.W
Value Span X Group AIIow LDF Ratio
964
1
0' 2"
27
1420
700%
0.68
4611
1
915..
21
4638
100 %
0.99
979
0
0101,
21
1371
100%
0.77 Sze Note it4
979
0
18,101,
21
7371
100%
0.71 See Note #4
0.36
1
9' S"
21
0.47
L/636
0.69
1
9' 5"
27
0.94
L1326
USE: GPI 60 11.88"(W.11 6" o.c. [ APA-11.88"PRI-601 Grade, Depth selected by User
G°pTtm C,eorgia-Paciiic orp.
NOTES:
1. Designed in accordance with National Design Specifications for Wood Consiruction and applicable Approvals oi Researeh Reports.
2. Provide lateral suppoK at fhe bearir.g location nearest each end o(fhe member. Continuous late2l support required for compression
edge. ~
3. Oesign valid (or dry use only.
4. This reaction is based on the combination ofloads 8 duretion facfors that produces ihe highest stress ratio and may be less ihan
maximum reaction. Therefore, when reactron values are required, use Max R'n from 'SuppeRS'sac:io ; aSove.
5. 8earing length based on design material; support material capacity shall be veriTied (by others).
6. When required 6y the builtling code, a registered design professional or building oKcial should veri(y the input loads and produet
application.
7. This engineered lumber product has been sized for residenfial use. A concentrated load check, per the building code, must be peAormed
/or commercial uses.
8. Floor sheathing o/3/4' nominal APA rated OS8 or Plywood must be glued-nailed fo joists and spacing must not exceed 24" o.c. Live
defl'n exceeding U480 not recommended(i.e. U500 is OK).
9. Company, product or brand names refereneed are trademarks or registered trademarks of their respective owners.
10. Forexplanation ofGROUP, change to expandedprinfout.
23 Jun 2000 8:06 am
:ific Corporation Version: 3.1(95/NT) Build: 3.1.0.0
RESIUMCE-
Desc:
Yes Spacing (in.) : 16.0
Yes (`See Note #8)
Page 1 of t
GEORGIA-PACIFIC CORPORATION JeffHeath
360 Inverness Drive South , Englewood, CO. 80112- (
FASTBeamO Enqineerinp Analysis O 9996-2000 Georgra-F
Mark # : 2FJ1A
Usage : Joist(Floor)
Max DeFl : LL = LJ480 TL = L/240
3.5", 565 psi
Desc
Repetitive : Yes
Composite Action : Yes
18,101,
3.5", 565 psi
roject esignLoads: loocLive=4 ps, ead= ps; oo: ve= 0ps, ead=7 ps.
Live+Oead LdfTl Live Ld(L) LDF Location'
100 0 0 12' 6" ROOF BEARING WALL
45 30 115% 20' 0"s.a(8" o.c.)
/rom lek end when soan# is 0, otherwise, from lek end o/ the specifed span.
Max R'n
Min R'n
DL R'n
Min Brg(in.)
Stiffener
1
613
295
295
1.75
NO
2
733
349
349
1.75
NO
DESIGN
Value
Span
X
Group
Allow
LDF
Ratio
V(Ibs)
725
1
18' 8"
61
1633
115%
0.44
M(ft-Ibs)
3613
1
11'9"
61
5334
175%
0.68
LtRn(Ibs)
546
0
0101,
21
1371
700%
0.40 See Note #4
RtRn(Ibs)
733
0
18,101,
67
1577
115%
0.46 See Note #4
LLDefl(ir.)
029
1
9' S"
61
0.47
U768
TLDeFl(in.)
0.56
1
9' S"
61
0.94
V402
USE:
GPI 60 11.88" (a~
'
8" o.c.
~ APA-11.88"PRI-60]
Grade, Depth selected by User
=
U`Fl~beorg ia
gaciTiZ
,orp.
NOTES :
1. Designed in accordance with Na[ional Design Specifications for Wood Consfruction and applicable Approvals or Besearch Reports.
2. Provide lateral support at the bearing location nearest each end of tfie member. Continuous laterel support required for compression
edge.
3. Lesign valid for dry use only.
4. This reaclion is based on the combination of loads 8 duration tactors fhat produees the highesf sfress ratio and may be less than
maximum reactlon. Therefore, when reactlon values are required, use Max R'n !rom 'Supports'section above.
5. Bearing length based on design material; support material capacity shall be verified (by others).
6. When required by the 6uilding code, a regisiered design pro/essiona/ or building official should veri/y the input loads and product
application.
7. This engineered lumber producf has been sized /or residenfial use. A eoncentrated load theck, per the building code, must be performed
for commercial uses.
8. Floor sheathing o73/d" nominal APA rated OSB or Plywood musf be glued-narled to joists and spacing must not exceed 24' o.c. Live
defl'n exceeding U480 not reeommended(i.e. U500 is OK).
a cnmoanv. aroduct or 6rand names referenced are MademarNs or registered tredemarks of their respeetive ownen.
23 Jun 2000 8:07 am
Build: 3.1.0.0
DOUBLE JOISTS @ 16 O.C.
Spacing (in.) : 8.0
(`See Note #8)
Page 1 of 1
GEORGIA-PACIFIC CORPORATION JeffHeath
360 Inverness Drive South , Englewood, CO. 80112-
FASTBeamO Enoineennq Analvsis O 1996-2000 Georclia-F
Mark # : 2FJ2
Usage : Joist(Floor) Repetitive :
Max Defl : LL = L1480 TL = L1240 Composite Action
3.5", 565 psi
15' 6"
Desc:
Yes
Yes ('See Note #8)
23 Jun 2000 8:06 am
3.1.0.0
Spacing (in.) : 16.0
3.5", 565 psi
LOADS roject Design Loads : loor. Live=40 ps . Dead=38 psf:
Live+Dead Ld(T) Live Ld(L) LDF Location'
# Shaoe OStart CalEnd CdStartldiEnd Soan# Starts Ends Additfonallnfo
`Dimensions measured (rom lek end when span# is 0, ofhervvise. /rom lek end of the specified span
SUPPORTS(Ibs)
i
z
Max R'n
806
806
Min R'n
393
393
DL R'n
393
393
Min Brgon.)
1.75
175
Stiffener
NO
NO
DESI
Value
Span
X
Group
Allow
LDF
Ratio
791
1
0' 2"
27
1420
100%
0.56
3123
1
7' 9"
21
3365
100°/a
0.93
806
0
0' 0"
27
1371
100%
0.59 See Note :4
806
0
15' 6"
21
1371
100%
0.59 See Note #4
0.20
1
7' 9"
21
0.39
1_/947
0.38
1
7' 9"
21
0.77
L/486
USE: GPI 40 11.88"(o~ 16" o.c. [ APA-11.88"PRI4O] Grade, Depth selected by User
bFT~Georgi~a-~ac.T~c orp.
NOTES:
1. Designed in accordanee with National Design Specilcations for Wood Construction and applicable Approvals or Research Reports.
2. Provide lateral support at ihe bzaring location nearesi each end of the member. Continuous lateral support required for eompression
edge. •
3. Oesign valid /or dry use only.
4. This reaction is based on the com6ination of loads 8 duration /actors that produces the highest sfress ratio and may be less than
maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above.
5. Bearing length based on design material; supporf material capacity shall be verified (by others).
6. When required by the building code, a regisiered design pro/essional or building official should veri(y the input loads and product
applicafion.
7. This engineered lumber producf has 6een sized for residential use. A concentrafed load check, per the building code, must be per/ormed
for commercial uses.
8. Floor sheathing of 314" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exeeed 24" o.c. Live
defl'n exceeding U480 not recommended(i.e. V500 is OK).
9. Company, protluct or brand names re/erenced are trademarks or registered trademarks of their respective owners.
90 For explanation o/GROUP change to expanded printout
Page 1 of 1
GEORGIA-PACIFIC CORPORATION
360 Inverness Drive South , Englewooc
FASTBeamO Engineering Analysis O 1
roject
W000275.FBD Inform
Mark # :
2FJ3
Usage :
Joist(Floor)
Max Defl :
LL = LI480 TL = L1240
3.5", 565 psi
Jeff Heath
CO. 80112- C
23 Jun 2000 8:06 am
36-2000 Georgia-Facific Corporation Version: 3.1(95/NT) Build: 3.1
IOfI : 1 FIC RUNL KCSIUCfVI.C
Desc:
Repetitive : Yes Spacing (in.) : 16.0
Composite Action : Yes ('See Note #8)
3.5", 565 psi
16' 4 1 /8"
ro/ect esign Loads : loor. Lrve=4 ps , ead=38 psf;
Value
Span
X
Group
Allow
LDF
Ratio
835
1
0' 2"
21
1420
100%
0.59
3473
1
8' 2"
21
4638
100%
0.75
650
0
010..
21
7371
100%
0.62 See Note *4
850
0
16' 4"
21
1371
100%a
0.62 See Note k4
021
1
8' 2"
21
0.41
U941
0.41
1
8' 2"
21
0.82
V483
USE: GPI 60 11.88" @16" o.c. [ APA-11.88"PRI-601 Grade, Depth se/ected by User
Z,`FTtZaeorgia-~aci~c orp.
NOTES :
1. Designed in accordance with National Design SpeciTications for Wood Construction and applicable Approvals or Researeh Reports.
2. Provide lateral support at the bearing location nearesf each end o/ the member. Continuous laterel support required for compression
edge. •
3. Design valid for dry use only.
4. This reaction is based on the combination o/loads 8 duration facfors that produces the highest siress ratio and may be less than
maximum reaciion. Therefore, when reaction values are required, use Max R'n /rom 'Supports'section above.
5. Bearing length based on design material; support material capacity shall be verified (by others)•
6. When required by the building code, a regisfered design professional or building oKCial should verify the inpulloads and product
application.
7. This engineered lumber producl has 6een sized for residential use. A concentrated /oad check, per the 6uilding code, must be performed
forcommercial uses.
8. Floor sheathing of 314" nominal APA rated OSB or Plywood must be glued-nailed to joists and spacing must not exceed 24" o.c. Live
defl'n ezceeding U480 not recommended(i.e. U500 is OK).
9. Company, product or brand names relereneed are trademarks or regisiered trademarks of their respective owners.
Page 1 of 1
'I 2
Max R'n 850 850
Min R'n 414 414
OL R'n 414 414
Min 8rg(in.) 175 1.75
Stiffener NO NO
D 1GN
GEORGIA-PACIFICCORPORATION JeffHeath 23,1un20008:07am
360 Inverness Drive South , Englewood, CO. 80112- (303)706-8074
FASTBeamO Engineering Analysis @ 1996-2000 Georgia-Pacific Corporation Version: 3.1(95lNT) Build: 3.1.0.0
roject : W000275. In ormation :
Mark # : 2FJ4 Desc : DECK
Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 16.0
Max Defl : LL = L/480 TL = L/240 Composite Action : Yes ('See Note #8)
3.5", 565 psi
1' 0" ,
3.5", 565 psi
1101,
LOADS
ro/ecf esign Loads :
oor. Live=6
ps , ead= 8 ps ;
Live+Dead Ld(T)
Live Ld(L)
LDF Location'
~ Shape
I
5Start W'end
StartpEnd
Span# Starts Ends Additional Info
Spcg en
m orm(ps~ 98
6
100°a 0 0' 0" 11 0" 16 o.c. Base Uni orm oatl ( pacing ensihve)
'Dimensions measured (rom lek end when span# is 0,
ofhe/wise. (rom left end of the speci5ed soan.
P
bs)
1
z
Max R'n
723
723
Min R'n
279
279
OL R'n
279
279
Min Brg(in.)
3.50
3.50
Stiffener
NO
NO
DESIGN
Value
Span
X
Group
AIIOw
LDF
Ratio
573
2
8' 10"
25
7120
100%
0.51
1298
2
4' 6"
23
2520
100°/a
0.51
723
0
10' 0"
25
2160
100%
0.33 See Nate k_1
0.06
2
4' 6"
23
0Z2
U7673
0.10
2
4' 6"
23
0.45
U1043
USE: GPI 40 9.50" a16" o.c. [ AP8-9.5"PRI-401 Grede selected by User
uFT~ueorgia`-ac~Tic orp.
NOTES:
1. Designed in accordance with National Design SpeciFications for Wood Construction and applicable Approvals or Research Reports.
2. Provide lateral support at the bearing location nearest each end of fhe member. Confinuous laferal suppoR required for eompressian
edge.
3. Design valid for dry use only.
4. This reaction is based on the combination o/ loads 8 duretion lactors that produces the highesf stress retio and may be less than
maximum reaclion. Therefore, when reactlon values are required, use Max R'n lrom 'Supports'secUon above.
5. Bearing length based on design material; support matenal capacity shall be verified (by others).
6. When required by the building eode, a registered design professional or building official should verify the input loads and product
application.
7. This engineered lum6er product has been sized for residential use. A concenfrated load check, per the buiiding code, must be per/ormed
for commercial uses.
8. F/oor sheathing of 314' nominal APA rated OSB or Plywood must be glued-nailed fo joists and spacing must nof exceed 24' o.c. Live
defl'n exceeding U480 not recommended(i.e. U500 !s OK).
9. Company, product or brand names re/erenced are trademarks or registered trademarks of their respeetive owners.
10. Allowable upward deflecfion for cantiiever is the greater of 0.20" or the cantilever span (inches) multiplied by 2 and divided by
the facfor shown in Max Defl (located above beam drawing).
11. Holes other than pre-punched knockouts are not permitfed in GPI cantilever spans.
12. For explanation of GROUP, change to expanded printout.
Page 1 of 1
GEORGIA-PACIFIC CORPORATION
360 Inverness Drive South , Englewoc
FASTBeamO Engineering Analysis O
roject : 00 75. n orr
Mark # : 2FB3
Usage : Beam(Floor)
Max Defl : LL = L1360 TL = L/240
3.5", 565 psi
JeH Heath
CO. 80112-
Desc :
Repetitive : No
Composite Action : No
23 Jun 2000 8:07 am
3.1(95/NT) Build: 3.1.0.0
Spacing (in.) : 0.0
3.5", 565 psi
ro~ect esignLOads: Ioor.Live=40ps, ead= ps:
Live+Dead Ld(T) Live Ld(L) LDF Location'
# Shape @Start @End @Start @End Span# Starts Ends Additional Info
16
from lek end
0 0 8' 0"
se. from lelt entl of the
1
2
Max R'n
3887
3887
Min R'n
1927
1927
DL R'n
7927
1927
Min Brg(in)
1.50
1.50
[Based on
bearing stress belowj
Brg Strypsi)
565
565
D-ESIGN
Value
Span
X
Group
AIIow
LDF
Ratio
V(Ibs)
2784
1
1' 2"
21
11844
100°/a
0.24
M(ft•Ibs)
7774
3887
1
0
4' 0"
0.0.,
21
21
26765
10382
100%
100%
029
0.37 See Note #4
LtRn(lbs)
RtRn(Ibs)
3887
0
8' 0"
21
10382
100%
0.37 See Note kA
LLDefI(in.)
0.04
1
4' 0"
21
027
U2338
TLDefl(in.)
0.08
1
4' 0"
21
0.40
L/1179
USE:
GPLAM 1.8E
1.75x11.88"
3 Plies
Grade, Depth, Plies selected by User
m
eorgia- aciic orp.
NOTES :
1. Designed in accordance wifh National Design Specifications for Wood Construction and applicable Approvals or Res=arch Reports.
2. Provide lateral support at the bearing location nearest each end of ihe member. Continuous /atera/ support requirEd for compression
edge.
3. Design valid for dry use only.
4. This reacfion is 6ased on the combination of loads 8 duration )acfors fhat produces the highesf stress ratio and may be less than
maximum reaction. Therefore, when reaction values are required, use Max R'n irom 'Supports'section a6ove.
5. Bearing length based on design material; support maferial capacity shall be verified (by others).
6. When required 6y the building code, a registered design professional or building oKcial should verily the input loads and product
appfication.
7. This engineered lum6er product has 6een sized for residential use. A concentrated load check, per [he building code, must be peAormed
(or commercial uses.
8. Verify thatload is applied at rop or equally Irom both sides.
9. Nail plies together with 16tl nails @ 12" o/c along top and 6ottom edges. Nail from alternate faces, 2" (rom edges.
10. Company, product or brand names referenced are trademarks or registered trademarks of fheir respec[ive owners.
11. For ezplanation of GROUP, chan e to ex anded printout.
Page 1 of 1
GEORGIA-PACIFIC CORPORATION
360 Inverness Drive South , Englewooc
FASTBeamO Engineering Analysis O 1
roject: 000275. In orm
Mark # : 2F64
Usage : Beam(Floor)
Max Defl : LL = LI360 TL = L1240
3.5", 565 psi
Jeff Heath
CO. 80112-
Desc:
Repetitive : No
Composite Action : No
17' 0"
3.5", 565 psi
rojecf Des~gn Loads : ooc Live=40 ps , ead=38 ps ;
Live+Dead Ld(T) Live Ld(L) LDF Location•
Snan# Starts Ends Additionallnfo
(p9~r 78 40 100% 0 0101, 17' 0" 60" s.c. - FlOOR
16 0 0 -0 17' 0" Selt Weight
measured (rom !eft end when span# is 0. ofherwise, (rom IeR end of the specified span.
Max R'n
Min R'n
DL R'n
Min Brg(in)
Brg Str( psi)
1
2569
1322
1322
1.50
565
2
2569
1322
1322
1.50
_`ES
Based on bearing stress below]
D N
Value
Span
X
Group
Allow
LDF
Ratio
V(Ibs)
2226
1
1' 2"
21
11844
100%
0.19
M(ft-Ibs)
10978
1
0
8161,
0101,
21
21
26765
10382
100%
700%
0.41
0.25 See Note #4
LtRn(lhs)
RtRn(Ibs)
2569
2569
0
17' 0"
27
10382
100%
025 See Note #4
LLDefI(in.)
0.21
1
8161,
21
0.57
L/956
TLDefl(in.)
0.44
1
8' 6"
21
0.85
L/464
USE:
GPLAM 1.8E
1.75x11.88" 3 Plies
Grade, Depth, Pliesse/ectedbyUser
m
eorgia- aci ic
orp.
NOTES :
1. Designed in accordance with National Oesign Specifications for Wood Construcfion and applicable Approvals or 8esearch Reports.
2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral suppoR required for compression
edge.
3. Design valid for dry use only.
4. This reaction is based on the combination of loads 6 duration factors that produces the highest stress rafio and may be less than
maximum reaction. Therefore, when reaction values are required, use Maz R'n irom 'Supports'section above.
5. Bearing length based on design material; suppoR material capacity shall 6e veriTied (by ofhers)•
6. When required by the building code, a registered desrgn professional or building official should verify the input loads and product
applicafion.
7. This engineered lumbei product has been sized for residential use. A concentrated load check, per the building code, must 6e performed
for commercial uses.
8. Veri/y that load is applied at top or equally from both sides.
9. Nail plies together with 16d nails @ 72" o/c along fop and 6otfom edges. Nail from allernate faees. 1" (rom edges.
10. Company, produet or b2nd names re(erenced are trademarks or registered trademarks of their respective owners.
N. For explanation o(GROUP, change to ex anded printout.
23 Jun 2000 8:07 am
Version: 3.1(95/NT) Build: 3.1.0.0
Spacing (in.) : 8.0
Page 1 of 1
GEORGIA-PACIFIC CORPORATION JeffHeath
360 Invemess Drive South , Englewood, CO. 80112- (
FASTBeamO Enqineering Analysis O 1996-2000 Georgia-F
Mark # : 2PB5
Usage : Beam(Floor)
Max Defl : LL = 1_1360 TL = L1240
Desc:
Repetitive : No
Composite Action : No
3.5", 565 psi
0"
23 Jun 2000 8:07 am
Version: 3.1(95/NT) Build: 3.1.0.0
Spacing (in.) : 0.0
Li 3.5", 565 psi
roject esign Loads : loor. Lrve=40 ps , ead=38 ps ;
LOADS
Live+Dead Ld(T) Live LdlL) LDF Loeation'
« ew~..e nGran (rbFnd rni StartonEnd Soan# Starts Ends Additional Info
1 pan Carrietl(ps 8 40- 100% 0 0101, 16' 0" s us.a - rwvrc
Uniform(pl~ 16 0 0 0 16' 0" Self Weight
•nrmwncinns measured from left end when span# is 0, otherwise, frtiln leR end of fhe specified span.
1
2
Max R'n
1690
1690
Min R'n
890
890
DL R'n
890
890
Min Brg(in.)
1.50
1.50
(Based on bearing stress 6elow]
Brg ShlPs~)
565
565
E N
Value
Span
X
Group
Aliow
LDF
Ratio
V(lbs)
1450
1
14' 10"
21
11844
100%
0.12
M(ft-16s)
6759
1
8' 0"
21
26765
700%
0.25
LtRn(lbs)
1690
0
0' 0"
21
70382
100%
0.16 See Note #4
RtRn(ibs)
1690
0
1610..
21
10382
100%
0.76 See Note #4
lLDefi(in.)
0.11
1
8' 0"
27
0.53
U1670
TLDefl(in.)
024
7
8101,
21
0.80
U791
USE:
GPLAM 1.8E
1.75x11.88" 3 Plies
Grade, Depth, Plies selected by User
m
eorgia- aci ic
orp.
NOTES:
i. Designed in accordance with National Design Spetifications for Wood Construction and applica6le Approvals or Research Reports.
2. Provide late2l support at the bearing location nearesi each end of the member. Continuous /atere/ suppoR requir¢d for compression
edge.
3. Design valid /or dry use only.
4. This reaction is based on the combination of loads 8 duration /actors that produces the highest stress ratio and may be less than
maximum reacfion. There/ore, when reaclion values are reqvired, use Max R'n from 'Supports'section above.
5. Bearing length based on design material; support material capacity shall be veri(ed (by others).
6. When required by the building code, a registered design pro(essional or building official should verify fhe input loads and product
application.
7. This engineered lumber producf has been sized for residential use. A concent2ted load cheek, per the building code, must be performed
(or commercial uses.
8. Verify that load is applied at top or equally from both sides.
9. Nail plies together with 16d nails @ 12' o/c along top and bottom edges. Nail from alternate faces, 2' from edges.
10. Company, product or brend names re/erenced are trademarks or registered trademarks o/ their respeclive owners.
11 For explanation of GROUP change to expanded printout
Page 1 of t
GEORGIA-PACIFIC CORPORATION JeffHeath
360 Inverness Drive South , Englewood, C0. 80112-
FASTBeamO Engineerrng Analysis O 1996-2000 Georgia-F
Mark 2FB7
Usage : Beam(Floor)
Max Defl : LL = L/360 TL = 1J240
3.5", 565 psi
Desc:
Repetitive : No
Composite Action : No
9..
5", 565 psi
LOADS roject esign loads : loor. uve=40 ps , ead=3 ps ;
Live+Dead Ld(T) Live Ld(L) I.DF Location'
~c.,H nc~~nnc„n S~anti Starts Ends Additionalinfo
671 313 700% 0 0' 0" 71' 6" FLOOR
yz 0 0 0 16' 9" Self Weight
irom lek end when soan# is 0. otherwise, /lvm leR end of the specified span. .
1
2
Max R'n
7250
5047
Min R'n
3625
2552
DL R'n
3625
2552
Min Brq(in.)
1.83
1.50 [Based on bearing stress below]
23 Jun 2000 8:07 am
Version: 3.1(95/NT) Build: 3.1.0.0
Value
Span
X
Group
Allow
LDF
Ratio
6199
1
1' 2"
21
15792
100%
0.39
28280
1
7' 4"
21
35687
100%
0.79
7250
0
0101,
27
13842
100%
0.52
5647
0
76' 9"
21
73842
100%
0.36
41
0
1
8' 4"
21
0.56
U494
.
0.82
1
8' 4"
21
0.84
1.1246
See Note #4
See Note #4
USE: GPLAM'1.8E1.75x11.88"4Plies Grade,Depthse/ectedbyUser
m eorgia- aciric orp.
NOTES:
1. Designed in accordance with NaUonal Design Specilcations for Wood Construction and applicab/e Approvals or Qesearch Reports.
2. Provide lateral support at the bearing location nearesl each end of the member. Coniinuous lateral supporf required /or compression
edge.
3. Design valid for dry use only.
4. This reaetion is based on the eom6ination of loads 8 tluretion (aetors that produces the highest siress ratio and may be less than
maximum reaction. Therefore, when reaction values are required, use Max R'n /rom 'Supports'section a6ove.
5. Bearing length based on design material; support material eapacity shall be verified (by others).
6. When required by the building code, a registered design pro(essional or building official should verify the input loads and product
application.
7. This engineered lumber product has been sized for residential use. A concentrafed load check, per the building code, must 6e peAormed
lor commercial uses.
8. Veri(y that load is applied at top or equally /rom both sides.
9. Bolt plies together w/ 2 rows of 112" dia. bolts 8 washers 2" from edges @ 24" Wc sfaggered.
In r...oa.,v_ oroduct or 6rand names re(erenced are trademarks or regisiered trademarks oI their respective owners.
Spacing (in.) : 0.0
Page 1 of 1
GEORGIA-PACIFIC CORPORATION JeffHeath
360 Inverness Drive South , Englewood, CO. 80112-
FASTBeamO En4ineerinq AnalVSis O 1996-2000 Georgia-F
Mark # : 2F88
Usage : Beam(Floor)
Max Defl : LL = L/360 TL = U240
Desc
Repetitive : No
Composite Action : No
3.5", 565 psi
9.01,
3.5", 565 psi
roject es~gn Loads : Ioor. ive=60 ps , Oeatl=38 ps ;
Live+Dead Ld(T) Live Ltl(L) LDF Location'
nF„H ne~~nrnF~n ar,aos Stans Ends Additionallnfo
Uniform(pl~ 1. . 11 0 0 0 10' 0" Self Weight
'Dimensions measured from IeR end when soan# is 0, otherwise, froln left end oI the specified soan.
3`iJf'PdRTS(Ibs)
1
2
Max R'n
2010
1618
Min R'n
1010
798
DL R'n
1010
808
Min Brg(in.)
3.50
1.50 [Based on beanng stress below]
Brq Str(psi)
565
565 .
Value
Span
X
Group
Allow
LDF
Ratio
1237
2
1' 2"
21
7896
100%
0.16
3618
2
4' 6"
23
17844
100%
020
7618
0
10' 0"
23
6927
100%
023 See Note #4
2070
0
1' 0"
21
6927
100°/,
0.29 See Note #4
0.03
2
4' 6"
23
0.30
1_13104
0.07
2
4' 6"
23
0.45
111564
USE: GPLAM 1.8E 1.75x11.88" 2 Plies Grade, Depth, Plies selected by User
m eorgia- aciic orp.
NOTES :
1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports.
2. Piovide lateral suppoK at the bearing location nearesi each end of the member. Continuous lateral support required for compression
edge.
3. Design valid for dry use only.
4. 7his reaction is 6ased on the combination of loads B duration factors that produces the highest stress ratio and may be less than
maximum reaciion. Therefore, when reaction values are required, use Max R'n from 'Supports'section above.
5. Bearing length based on design material; suppoR material capacity shall be verified (6y others).
6. When required by the burlding code, a registered design professional or building official should verily the input loads and producl
application.
7. This engineered lumber producf has 6een sized (or residential use. A concentrated load check, per the builtling code, musi 6e performed
for commercial uses.
8. Verify thatload is applied at top or equally (rom 6oth sides.
9. Nail plies together with 16d nails @ 12" o/c along top and boftom edges. Nail /rom alternate faces, 2" from edges.
10. Company, producf or brand names referenced are trademarks or registered trademarks of their respective owners.
11. Allowa6le upward deflection for cantilever is the greater of 0.70" or lhe cantilever span (inches) multiplied by 2 and divided by
the factor shown in Max DeFl (located above beam drawing).
12 For explanation o(GROUP change to expanded printout. _
23 Jun 2000 8:07 am
tion Version: 3.1(95/NT) Build: 3
AT DECK
Spacing (in.) : 0.0
Page 1 of 7
GEORGIA-PACIFIC CORPORATION Jeff Heath 23.1un 2000 8:06 am
360 Inverness Drive South , Englewood, CO. 80112- (303)706-8074
FASTBeamO Engineering Analysis O 1996-2000 Georgia-Pacific.Corporation Version: 3.1(95/NT) Build: 3.1.0.0
Project : 000275. In ormation : T
Mark # : 2RJ1 Desc :
Usage : Joist(Floor) Repetitive : Yes Spacing (in.) : 16.0
Max Defl : LL = L1480 TL = L/240 Composite Action : Yes (`See Note #8)
3.5", 565 psi " 3.5", 565 psi " 3.5", 565 psi
13' 0"
13' 0"
LOADS Project esign Loads : ooc Live=60 ps , Dead=38 ps ;
Live+Dead Ld(T) Live Ld(L) LDF Location'
u cnaoo r~oStan naFnd aStart anEnd Snan# Starts Ends Additionallnfo
when soan# is 0. ofherwise. /rom
Max R'n
Min R'n
DL R'n
Min Brg(in.)
Stiffener
1
711
191
252
1.75
NO
2
2098
813
813
3.50
NO
3
711
151
252
1.75
NO
DESIGN
Value
Span
X
Group
Allow
LDF
Ratio
V(Ibs)
1030
2
0' 2"
21
1420
100%
0.73
M(ft-Ibs)
2593
1
13' 0"
21
3365
100%
0.77
LtRn(lbs)
711
0
0' 0"
22
1371
100%
0.52
See Note tF4
RtRn(lbs)
771
0
26' 0"
23
7371
100%
0.52
See Note :4
IntRn(Ibs)
2098
0
13' 0"
21
2500
100%
0.84
See Note Y4
LLDefl(in.)
0.12
2
6' 6"
23
0.32
L/1326
TLDefl(in.)
0.17
2
6' 6"
23
0.65
U921
USE:
GPI 40 11.88"(~
16 oc.
[ APA-11.88"PRI-40]
Grade, Depth selecled by User
i~ m eorgia-~
ac.iic
orp.
NOTES :
l. Designed in accordance with National Design Specifications (or Wood Construction and applicable Appravals or Researoh Reports.
2. Provide lateral support at the 6earing location nearest each end o( the member. Continuous lateral support required for compression
edge.
3. Oesign valid for dry use only.
4. This reaction is based on the combination oI loads 8 duration factors that produces the highest stress retio and may 6e less than
mazimum reaction. 7herefore, when reaction values are required, use Maz R'n from 'Supports'section above.
5. Bearing length based on design material; support maferial capacity shall 6e verified (by others).
6. When iequired by the building code, a registered design professional or buiiding oycial should verify the input loads and product
applicafion.
7. This engineered lum6er product has been sized for residential use. A concenfrated load check, per the building code, must be peAormed
for commercial uses.
8. Floor shea[hing o( 314" nominal APA rated OSB or Plywood mus! 6e glued-nailed to joists and spacing musi not exceed 24" o.c. Live
defl'n exceedingV480 not recommended(i.e. V500 is OK).
9. Company, product or brand names referenced are [rademarks or registered trademarks of their respective owners.
10, For explanation of GROUP, change fo expandedprintout.
Page 1 of t
GEORGIA-PACIFIC CORPORATION Jeff Heath 23.1un 2000 8:07 am
360 Inverness Drive South , Englewood, CO. 80112- (303)706-8074
FASTBeamO Enoineerino Analvsis O 1996-2000 Georqia-Pacific.Corporation Version: 3.1(95/NT) Build: 3.1.0.0
Mark # : 2RJ2 Desc :
Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0
Max Defl : LL = LI240 TL = L/180 Composite Action : No Slope : 2112
" 3.5", 565 psi " 3.5", 565 psi
i 12' 9" i i
LOADS roject esign Loads : oo : Live= 0 ps , Dead=15 ps ;
Live+Dead Ld(T) Live Ld(L) LDF location'
# Shape Start End StartgEnd Span# Starts Ends Additionatlnfo
pcg en Um orm(ps 45 30 175 % 0 0' 0" 13 3" 24 O.C. 8ase Uni orm Load (Spacing ensitive)
'Dimensions measu2d Irom lek end when span# is 0. othervvise. (rom IeR end o/ fbe specified span.
SUPP (1 s)
1 z
Max R'n 576 622
Min R'n 193 209
DL R'n 194 209
Min Brg(in.) 1.75 3.50
Stiffener NO NO
DM;IGN
Value
Span
X
Group
Allow
LOF
Ratio
556
1
12' T'
31
1633
115%
0.34
1835
1
6' 4"
32
3870
115%a
0.47
576
0
0101,
32
7577
115%
0.37 See Note #4
622
0
12' 9"
37
2875
175 %
022 See Note #4
0.13
1
6' 4"
32
0.65
L/1193
0.20
1
64"
32
0.86
U792
USE: GPI 40 11.88 024" o.c. [ APA-11.88"PRI-40] Grade, Deplh selected by User
Z, m eorgia-Paai~c orp.
NOTES :
1. Designed in accordance with Nationa/ Design Specifcations for Wood Construction and applicable Approvals or Research Reports.
2. Provide lateral supporl at the bearing location nearest each end of the member. Continuous lateral support required for compression
edge. `
3. Design valid for dry use only.
4. 7his reaction is based on the combination of loads 8 duration fac[ors that produces the highest stress ratio and may 6e less than
mazimum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above.
5. Bearing length based on design material; support maferial capacity shall be verified (by others).
6. For birdsmouth cuts on GPI joisfs, check with G-P Engineered Lumber Technical Services.
7. When required by the 6uilding code, a registered design professional or building oKcial should veri(y the input loads and product
appiication.
8. This engineered fumber product has been sized for residential use. A concentrated load check, per the building code, must be per)ormed
for commercial uses.
9. Company, product or 6rand names referenced are trademarks or registered trademarks o/ fheir respective owners.
10. Birdsmoufh cufs permitted only if all the following conditions are met: cut is at low end ol roof joist, overhang does not exceed
2 ff, and 6earing siiHeners are used.
11. Allowa6le upward deflection for cantilever is the greater of 0.20" or ihe cantilever span (inches) multiplied by 2 and divided 6y
the factor shown in Max Defl (located above beam drawing). 72. Holes other than pre-punched knockouff are not permitted in GPI cantilever spans.
13. For explanaiion of GROUP, change to expanded printout.
Page 1 of 1
GEORGIA-PACIFIC CORPORATION JeHHeath
360 Inverness Drive South , Englewood, CO. 80112-
FASTBeamO Engineering Analysis OO 1996-2000 Georgia-F
roject : W000275. In ormation : rRTRW
Mark # : 2R61
Usage : Beam(Rooo Repetitive :
Max Defl : LL = LI240 TL = LI180 Composite Action .
3.5", 565 psi
18' 6"
3.5", 565 psi
LOADS roject esign Loads : Roof: Live=6 ps , Dead=38 ps ;
Live+Oead Ld(T) Live Ld(L) I.DF Location'
s c~.~..a nStart nFr,d r~SrannFr,d Soan# Starts Ends Additionallnfo
40 0 100% 0 010" 78' 6" 4' GUARD WALL
16 0 0 0 18' 6" Self Weight
measured from left end when span# is 0, otherwise, from leR end o/ the specified span.
1
2
Max R'n
5608
5608
Min R'n
2493
2493
DL R'n
2493
2493
Min Brg(in.)
1.89
1.89 [Based on bearing stress below]
Brg Str(psi)
565
565
Value
Span
X
Group
Aliow
LDF
Ratio
4979
1
1'2"
31
13621
715%
0.36
25935
1
9131,
37
30780
115%
0.84
5608
0
0101,
37
10382
100%
0.54 See Note #4
5608
0
18' 6"
31
10382
100%
0.54 See Note #4
0.68
1
9' 3"
31
0.93
U325
123
1
9' 3"
31
1.23
U781
USE: GPLAM 1.8E 1.75x11.88" 3 Plies Grade, Depth, Plies selected 6y User
- m eorgia- aa ic orp.
NOTES:
1. Oesigned in accordance with National Design Specifications forWood Construetion and applicable Approvals orResearch RepoRS.
2. Provide lateral support at the bearing location nearest each end of the member. Continuous laferal support required /or compression
edge.
3. Design valid for dry use only.
4. This reacfion is based on the com6ination ofloads 8 duration /actors that produces the highest stress ratio and may be less than
maximum reaclion. There%re, when reaction values are required, use Max R'n lrom 'SuppoRS'seclion above.
5. Bearing length based on design material; support material capacity shall be verified (by oUfers).
6. Roof Usage: Install with minimum 114:12 slope for adequate drzinage.
7. When required by ihe 6uilding code, a registered design pro/essional or building official should veri(y fhe inpulloads and product
application.
8. This engineered lum6er product has 6een sized for residential use. A concentrated load check, per the building code, must ba peAormed
(or commercial uses.
9. Verify that load is applied at top or equally from both sides.
10. Naii plies fogether with 16d nails @ 12" Wc along top and bottom edqes. Nail from alternate faces, 2" /ram edges.
11. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactlons for various
DOL may not match total max/min reaction.
12. Company, product or 6rand names referenced are trademarks or regisfered trademarks of their respecfive owners.
73. For explanation of GROUP, change to expanded prinrout.
23 Jun 2000 8:07 am
;ific Corporation Version: 3.1(95/NT) Build: 3.1.0.0
Desc:
No Spacing (in.) : 0.0
No Slope : 0112
Page 1 cf 1
GEORGIA-PACIFIC CORPORATION JeffHeath
360 Inverness Drive South , Englewood, CO. 80112-
FASTBeamO Engineering Analysis O 1996-2000 Georgia-F
roject : 000275. In ormation : THE U.
Mark # : 2R62
Usage: Beam(Roof) Repetitive'
Max Defl : LL = L/240 TL = L1180 Composite Action .
3.5", 565 psi
19' 6"
5", 565 psi
LOADS Project esign Loads : oo : Live=30 ps , ead=15 ps ;
Live+Dead Ld(T) Live Ld(L) LDF Location'
# Shape @Start @End @Start@End Span# Starts Ends Additionallnfo
0 0 19' 6" Seif Weight
se. (rom IeR end ol the soecified soan.
1
2
Max R'n
3190
3190
Min R'n
1334
7334
OL R'n
1334
1334
Min Brg(in.)
1.50
1.50 [Based on bearing stress below]
DESIGN
Value
Span
X
Group
Allow
LDF
Ratio
V(Ibs)
2819
1
7' 2"
31
13627
115%
0.21
M(ft•Ibs)
15554
1
9191,
31
30780
115%
0.51
LtRn(lbs)
3190
0
010.1
31
10382
700%
0.31 See Nate it4
RtRn(Ibs)
3190
0
19' 6"
31
10382
100%
0.31 See Note #4
LLDeFlfln.)
0.47
1
9' 9"
31
0.98
U494
TLDefllin.l
0.81
1
919..
31
1.30
U287
USE: GPLAM 1.8E 1.75x11.88" 3 Plies Grade, Depth, Plies selectedby User
m eorgia- aci ic orp.
NOTES:
1. Designed in aecordance wiih Nafional Design Specificafions forWood Construcfion and applicable Approvals or Research Reports.
2. Provide late2l support at the 6earing location nearest each end of the mem6er. Continuous late2l support required for compressian
edge.
1. Design valid for dry use only.
4. This reacfion is based on the combination of loads 8 duration /actors that produces the hiqhest sUess ratio and may 6e less than
maximum reaction. Therefore, when reaetion values are required, use Max R'n lrom'Supports'secfion above.
5. Bearing /ength 6ased on design material; support material capacity shall be verified (by others).
6. Roof Usage: Install with minimum 114:12 slope for adequate drainage.
7. When required 6y the building code, a registered design professional or building official should verify the input loads and product
applicatlon.
8. This engineered lumber product has been sized for residentlal use. A concentrated load check, per fhe building code, must be peAormed
for commercial uses.
9. Verify that load is applied at top or equally from both sides.
10. Nail plies together with 96d nails @'IY" o/c a(ong top and bottom edges. Nail from alternate /aces, 2" 7rom edges.
11. Maz/Min reactions are based on the applitable load combinations outlined in the notes. Summation o(max/min reactions for vanous
DOL may not match total maxlmin reaction.
12. Company, product or brand names reierenced are trademarks or regislered tredemarks of their respecfive owners.
13. For explanation ofGROUP, change to expanded printout.
23 Jun 2000 8:07 am
:rficCorporation Version: 3.1(95/NT) Build: 3.1
RESIDENCE
Desc:
No Spacing (in.) : 0.0
No Slope : 0112
Page 1 of 1
GEORGIA-PACIFIC CORPORATION JeHHeath 23 Jun 2000 8:06 am
360 Inverness Drive South , Englewood, CO. 80112- (303)706-8074
FASTBeamO Engineering Analysis O 1996-2000 Georgia-Pacific Corporation Version: 3.1(95lNT) Build: 3.1.0.0
Project : 000275.FBD In ormation : E KUN E
Mark # : RJ1 Desc :
Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0
Max DeFl : LL = L/240 TL = L/180 Composite Action : No Slope : 0.25112
1.75", 565 psi " 3.5", 565 psi
18' 9"
ro/ect Desi9n Loads : oo : Live=30 ps , ead=72 ps ;
Live+Dead Ld(T) Live Ld(L) LDF Location' _ _
IeR end when span# is 0, otherwise, irom IeR end ol
1
2
Max R'n
788
788
Min R'n
225
225
OL R'n
225
225
Min Brg(in.)
7.75
1.75
Stiffener
NO
NO
n rtL
_
Value
Span
X
Group
Allow
LDF
Ratio
781
1
011.1
31
1633
115%
0.48
3692
1
9' 4"
31
3870
115°/a
0.95
788
C
0101,
31
1380
115%
0.57
788
0
18' 9"
31
1577
115%
0.50
55
0
1
9' 4"
37
0.94
L/412
.
077
1
9' 4"
31
125
U294
See Note #4
See Note #4
USE: GPI 40 11.88" n 24" o.c. [ APA-11.88"PRI-40] Grade, Depth se/ected by User
(;pT{m Georgia- aci ic orp.
NOTES :
1. Designed in accordance with National Design Specifications for Wood Construciion and applica6le Approvals or Research Reports.
2. Provide laferal support at the 6eanng location nearest each end of fhe member. Continuous lateral suppoR required for compression
edge. `
3. Design valfd for dry use only.
4. This reacWon is based an the combination of loads B duretion factors that produces the highest sfress ratio and may be less than
maximum reaction. Therefore, when reac(ion values are required, use Max R'n lrom 'Supports'section above.
5. Bearing length based on design material; support material capacity shall be verified (by others).
6. For birdsmouth cuts on GPI joists, check with G•P Engineeretl Lumber Technical Services.
7. When required by the building code, a registered design professional ar building oKcial shouid verify the input loads and product
application.
8. This engineered lumber produef has been sized for residential use. A concent2fed load check, per the building code, must be peAormed
for commercial uses.
9. MaxUMin reacfions are based on the applicable load com6inations outlined in ihe notes. Summation o/mawmin reactions for various
DOL may not match total maz/min reaciion.
10. Company, producf or brand names referenced are trademarks or registered trademarks o( their respective owners.
11. Birdsmou[h cuts permitted only if all the (ollowing conditions are met: cut is at low end of roofjoist, overhang does not exceed
2 R, and bearing stiHeners are used.
12. For explanation of GROUP. change to expanded printouf.
Page 1 c
PERMIT:_20t/G%5L� ADDRESS: \M 001C C4, JOB CODE:
INSPECTION RECORD
Inspection online form: http://www.ci.wheatridge.co.us/inspection
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Inspections will not be performed unless this card is posted on the project site
Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business
Foundation Inspections
102 Caissons / Piers
103 Footing / P.E. Letter
104 Foundation Setback Cert.
105 Stem Walls
Date I Inspector
106 Foundation wall Insulation I
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground / Slab Inspections
201 Electrical / Cable/ Conduit
202 Sewer Underground Int.
203 Sewer Underground Ext.
1204 Plumbing Underground Int.
DateI Inspector
Initials
Comments
Comments
205 Plumbing Underground Ext.
206 Water Underground
Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections
SEE OVER FOR ADDITIONAL INSPECTIONS
lough Inspection (continued)
316 Rough Mechanical Residential
317 Rough Mechanical Commercial
318 Boiler / Furnace
319 Hot water tank
320 Drywall screw and Nail
321 Moisture board / shower walls
322 Rouqh Grading
323 Miscellaneous
Inspector Comments
Date Initials
Final Inspections
Date
Inspector
Initials
Comments
402 Gas Meter Release
403 Final Electrical Residential
404 Final Electrical Commercial
405 Final Mechanical Residential
406 Final Mechanical Commercial
407 Final Plumbing Residential
408 Final Plumbing Commercial
�,•�
409 Final Roof,f.,
fi
410 Final Window/Door
Inspections from these entities shall be requested
one week in advance.
For landscaping and parking inspections please
call 303-235-2846
For ROW and drainage inspections please call
303-235-2861
For fire inspections please contact the Fire
Protection District for your project.
411 Landscape/Park/Planning
412 Row/Drainage/Public Works
413 Flood plain Inspection
414 Fire Insp. / Fire Protection
415 Public Works Final
416 Storm Water Mgmt.
417 Zoning Final Inspection
418 Building Final Inspection
Note: All items must be completed and approved by Planning, Public Works, Fire and Building
before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not
constitute authorization of occupancy.
For Low Voltage permits please be sure that rough inspections are completed by the Fire District and
Electrical low voltage by the Building Division.