HomeMy WebLinkAbout6775 W 26th AvenueA i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type -
Job Address: _ � 6), I^ R t
Permit Number:
❑ No one available for inspection: Time` AM/PM
Re -Inspection required: Yes ; No
i 4
.G
When corrections are complete, schedcle re -inspection online.
Date
Inspector:
DO NOT REMOVE THIS NOTICE
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
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Inspection Type: 0(�--
Job Address:4 TO
Permit Number: .%i
❑ No one available for inspFection, Time ICOM AM/PM
Re -Inspection required: Yes
When corrections are complete, schedule re -inspection online.
Date: r Inspect
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: Lkf:�:)
Job Address:
Permit Number:
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❑ No one available for inspection: Time L4�!>� AM/PM
Re -Inspection required:(Yes,) No
When corrections are complete, sch9dule`re-inspection online.
Date/-./ I
i CITY OF WHEAT RIDGE
Building Inspection Division
r (303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number: Z(? Z O y
i No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections are complete, schedule re -inspection online.
Date: Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: I"/' I ii
Job Address: `- I v
Permit Number: 0 6/1 U t) 1
❑ No one available for inspection: Time ,.% a': AM/PM
Re -Inspection required: Yes N
When corrections are complete, schedule re -inspection online.
Date: ! , a �, 4. < Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number: U C) { r e
ti
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections are complete, schedule re -inspection online.
Date: Inspector:_
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
r (303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address: ('J71 \ i / r) 4P 1 k-� Q
Permit Number:
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections are complete, schedule re -inspection online.
Date: =z a L,Q �" Inspector:
DO NOT REMOVE THIS NOTICE
Inspection Type:
Job Address:
Permit Number:
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
,1� O
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections are complete, schedule re -inspection online.
Date: Inspector:
DO NOT REMOVE THIS NOTICE
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address"144
Permit Number: L ,"'"
❑ No one available for inspection: Time i M/PM
Re -Inspection required: Yes 6N_'0)
When corrections have been made, schedule for re -inspection gyftae�at:
http://www. ci. wheatridge. co. uslInspectir'n
D� e tor:
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address 7 5�
Permit Number: �O O
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
`When corrections have been made, schedule for re -inspection online at:
h ttp J/www. ci. whea tridge, co. u�nspection
�z
Date: Inspector:
DO NOT REMOVE THIS NOTICE
� ► � i City of Wheat Ridge
Res. Accessory Struc PERMIT - 202001794
PERMIT NO: 202001794 ISSUED: 12/10/2020
JOB ADDRESS: 6775 W 26th Ave EXPIRES: 12/10/2021
JOB DESCRIPTION: Fully finished accessory structure with electrical and mini -split unit to
be used as a home office/ gym.
Sq ft. : 200
*** CONTACTS ***
OWNER (720)212-7100
MITCHENER STEVEN
M
GC (720)202-4710
BENJAMIN SEAMAN
202205 BACKYARD
STORAGE SOLUTION
SUB (720)233-8419
RYAN HARKNESS
202299 HARKNESS
ELECTRIC
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE:
UA / Unassigned
SUBDIVISION CODE:
2405 / BARTHS, COULEHAN GRANGE,
WHEAT BLOCK/LOT#:
0 /
*** FEE SUMMARY ***
ESTIMATED PROJECT VALUATION:
54,760.38
FEES
Total Valuation
0.00
Plan Review Fee
500.37
Use Tax
11149.97
Permit Fee
769.80
** TOTAL **
21420.14
*** COMMENTS ***
*** CONDITIONS ***
All roughs to be done at Framing Inspection.
A printed copy of the permit and city stamped on-site plans must be available on-site for
the first inspection.
Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. (ADU)
Owner/Contractor is responsible for locating property 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.
1* ► � i City of Wheat Ridge
'/� Res. Accessory Struc PERMIT - 202001794
PERMIT NO: 202001794 ISSUED: 12/10/2020
JOB ADDRESS: 6775 W 26th Ave EXPIRES: 12/10/2021
JOB DESCRIPTION: Fully finished accessory structure with electrical and mini -split unit to
be used as a home office/ gym.
Sq ft. : 200
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 thispermit and perform the work described and approved in conjunction with
this,permrt. I further attest that I am leg ally authorized to include alI 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 permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired
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, anviolation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
no change to valuation
From: no-reolv(alci.wheatridae.m. us
To: CommDev Perm is
Subject: Online Form Submittal: Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo)
Date: Tuesday, September 8, 2020 8:59:41 AM
Residential Accessory Structure (Garage, Shed over 120 sq ft,
Gazebo)
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
PROPERTY INFORMATION
Property Address 6775 W. 26th Ave
Property Owner Name Steven and Michelle Mitchener
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"
720-212-7100
michelle@xvelo.com
Electronic Pavment.odf
CONTRACTOR INFORMATION
Contractor Business Backyard Storage Solutions, LLC
Name
Wheat Ridge
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)
202205
11#180z81yar`0
Contact Email Address bseaman@studioshed.com
for
Questions/Comments
Retype Contractor
bseaman@studioshed.com
Email Address
DESCRIPTION OF WORK
Detailed Scope of
Fully finished accessory structure with electrical and mini -split
Work - Example:
unit. To be used as a home office/ gym.
Detached Garage with
Electrical;
Unconditioned shed
Square Footage of
200
Accessory Structure
Engineering Letters
Mitchener-WRCO-4180-10x20 LM -Calculations (Sealed).odf
and Other Letter Size
Attachments
Construction Plans
Mitchener-WRCO-4180-10x20 LM -Plan Set 1.1 (Sealed).Ddf
scanned on 11'x17" or
larger
Project Value (contract
$52,595 + tax (2,165.38) ok bf 10/1/2020
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
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
Person Applying for Michelle Mitchener
Permit
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.
Email not displaying correctly? View it in your browser.
' City Of
Wh6a-tB4d--g
v v -
COMMUNITY DEVELOPMENT
SUBCONTRACTOR AUTHORIZATION FORM
Electrical Subcontractor
This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR
performing electrical work on site.
Subcontractor's insurance and license must be up to date prior to permit issuance,
Project Address: G
Lr
General Contractor: Cy\S Y�-
FORM'WiLL NOT BE ACCEPTED WITH MISSING INFORMATION
Company Name: I 1 CA (1Cr 2_. SSI �. f c,
� ev , 'Contact Phone �� � - Z.�����% /
Wheat Ridge Contractor License #; 1022 -Il (required field)
CLState License #: / D 0 3c)i
Master License #: C (-- 0 (0 CO G 5-�
1 � (� -\ / Lf -r-f
Prin ed Name of Authorized Agent
12-1,�— /-2C)
SigpfituYe of Authorized Agent Date
SEQUENCE OF SHEETS
SHEET #
DESCRIPTION
SHEET #
DESCRIPTION
A-000
COVER
S-100
FOUNDATION PLAN
A-100
FIRST FLOOR PLAN
S-101
FIRST FLOOR FRAMING PLAN
A-200
BUILDING ELEVATIONS
S-102
ROOF FRAMING PLAN
A-300
BUILDING SECTIONS
S-300
BUILDING SECTIONS
S-001
STRUCTURAL GENERAL NOTES
S-301
BUILDING SECTIONS
S-002
STRUCTURAL GENERAL NOTES
E-100
ELECTRICAL PLAN
S-003
STRUCTURAL GENERAL NOTES
F-100
FRAMING ELEVATION PLAN
perty Lin(
Proe\ Onn d)Yy r 1 -
Line
93'-9"
PROJECT DESCRIPTION:
200 SQ FT OF NEW CONSTRUCTION (STAND ALONE STRUCTURE)
10'-0 x 20'-0 ACCESSORY BUILDING (HOME OFFICE)
OCCUPANCY GROUP: R-3
CONSTRUCTION TYPE: V -B
THIS PROJECT SHALL COMPLY WITH THE 2018 IRC, WHICH ENCOMPASSES THE MECHANICAL
CODE AND PLUMBING CODE
PLANS PREPARED BY ZACH BULL 1 (847)922-4279 1 ZBULL@STUDIOSHED.COM
- WHO a jow, In 1 �� I We
rvtyrk.ww ...
L • '., '.. '.•'F• .'.'.';;;',j.'''..' ;-;....-.;.,•.;.',•..;,.••.••; . •.'..• `�—(E)
ATTACHEDGARAGE50,3...• .
o: c6• 528 SF
200'
RESCHECK RE UIREMENTS
[103.1, 103.2] CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR THE BUILDING ENVELOPE.
THERMAL ENVELOPE REPRESENTED ON CONSTRUCTION DOCUMENTS.
NOT
[103.1, 103.2, 403.7] CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR THE BUILDING IN
ENVELOPE. THERMAL ENVELOPE REPRESENTED ON CONSTRUCTION DOCUMENTS.
[303.2.1] A PROTECTIVE COVERING IS INSTALLED TO PROTECT EXPOSED EXTERIOR INSULATION AND EXTENDS A MINIMUM OF 6 IN. BELOW G
[303.1] ALL INSTALLED INSULATION IS LABELED OR THE INSTALLED R -VALUES PROVIDED.
[303.2] WALL INSULATION IS INSTALLED PER MANUFACTURER'S INSTRUCTIONS.
[303.1.1.1, 303.21 CEILING INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS. BLOWN INSULATION MARKED EVERY 300 FT 2.
[402.4.1.1] AIR BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURER'S INSTRUCTIONS.
[402.4.3] FENESTRATION THAT IS NOT SITE BUILT IS LISTED AND LABELED AS MEETING AAMA /WDMA/CSA 101/I.S.2/A440 OR HAS INFILTRATION
RATES PER NFRC 400 THAT DO NOT EXCEED CODE LIMITS.
[403.6] AUTOMATIC OR GRAVITY DAMPERS ARE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS.
[402.4.1.2] BLOWER DOOR TEST @ 50 PA. <=5 ACH IN CLIMATE ZONES 1-2, AND <=3 ACH IN CLIMATE ZONES 3-8.
[401.3] COMPLIANCE CERTIFICATE POSTED
[403.3.5] BUILDING CAVITIES ARE NOT USED AS DUCTS OR PLENUMS.
[403.3.2.1] AIR HANDLER LEAKAGE DESIGNATED BY MANUFACTURER AT <=2% OF DESIGN AIR FLOW.
[403.1.1] PROGRAMMABLE THERMOSTATS INSTALLED FOR CONTROL OF PRIMARY HEATING AND COOLING SYSTEMS AND INITIALLY SET BY
MANUFACTURER TO CODE SPECIFICATIONS.
[403.1.2] HEAT PUMP THERMOSTAT INSTALLED ON HEAT PUMPS.
[303.3] MANUFACTURER MANUALS FOR MECHANICAL AND WATER HEATING SYSTEMS HAVE BEEN PROVIDED.
Iy\
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
IISSUE DATE
1A09.16.2020
Reviewed for Zoning Compliance by the , I r
City of Wheat Ridge Planning Division
APPROVED
DATE: 9/10/2020
Complies with R-1 standards,
COMMENTS: approved with conditions.
Building is at maximum size
(200 so for 5' setback and may
not be enlarged
PARCEL NUMBER: 3925317017
6 p
o
SITE AREA:
19,216 SF
(E) HOUSE:
2,927 SF
(E) ATTACHED GARAGE
528 SF
(E) DRIVEWAY:
1,638 SF
�
(E) COVERED PORCH
100 SF
(P) ACCESSORY STRUCTURE:
200 SF
Ly
(E) TOTAL COVERAGE:
5,193 SF
O
(E) FLOOR AREA RATIO : 15.2%
(P) FLOOR AREA RATIO : 16.3%
MAX HEIGHT: 10'-0"
ZONING : R1
RESIDENTIAL ONE DISTRICT
SITE PLAN: 1/16" = 11
-0
1
1
ALL WORK SHALL COMPLY WITH
AS AN 2018 IRC, 2018 IECC, 2020 NEC,
DWELLING UNIT.
COLORADO PLUMBING CODE
ON SITE PLANS
MUST 'SE ON SITE FOR INSPECTION
ALL Prgints are
Bgkkd Ig n5
City of
", WheatR"
JCOMMUNITY DEVELOPMENT
APPROVED
Reviewed for Code Compliance
BRANDON F 9/30/2020
Plans Examiner Date
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18x24
SHEET
SIZE
A-000
M
smoke alarms shall comply with sec
Smoke alarms shall be installed in tV
In each sleeping room.
Outside each separate sleeping area in the immediate vicinity of the
bedrooms.
On each additional story of the dwelling, including basements and
habitable attics and not including crawl spaces and uninhabitable
attics. In dwellings or dwelling units with split levels and without an
intervening door between the adjacent levels, a smoke alarm
installed on the upper level shall suffice for the adjacent lower level
provided that the lower level is less than one full story below the
upper level.
When more than one smoke alarm is required to be installed within
an individual dwelling unit, the alarm devices shall be interconnected
in such a manner that the actuation of one alarm will activate all of
the alarms in the individual unit.
M
20'
carbon monoxide alarms shall be installed within 15 feet of each
sleeping room
MW
�1 FIRST FLOOR PLAN
Ev,
NOT APPROVED AS AN
INDEPENDENT DWELLING UNIT.
THEIRS PER R311.3
MINIMUM DIMENSIONS SHOWN.
Wheat Ridge
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
109.16.2020
REVISIONS
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10'
%21 LEFT ELEVATION
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4
NO.
SIZE (WIDTH x HEIGHT)
FRAME
QTY
LOCATION
DESCRIPTION
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1
11
VVOOD/ALUMINUM
177
FRONT ELEVATION
FIXED, DOUBLE PANE, LOW -E
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2
3'-5"x0'-11 1/2"
1
2
FRONT ELEVATION
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9'-5 7
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SCALE: 318" = T-0
safety glazing shall meet 2018 irc
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SIZE (WIDTH x HEIGHT)
FRAME
QTY
LOCATION
DESCRIPTION
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c of
Wheat Ridge
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
109.16.2020
REVISIONS
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18x24
SHEET SIZE
A-200
GALVALUME 26 GA COR MTL ROOF
ICC ESR -2385
19/32" PLYWOOD ROOF SHEATHING
26 GA ALUMINUM FLASHING
EXPOSED RAFTER SECTION
CONT. BEAD OF SEALANT
26 GA ALUMINUM CLADDING
FIXED TRANSOM WINDOW
5/16" HARDIPANEL FIBER CEMENT
EXTERIOR SIDING
ICC ESR -2290
1/2" ZIP -SYSTEM TM OSB WALL SHEATHING
WITH IMPREGNATED MOISTURE BARRIER
ICC ESR -1474
P.T. STRANDGUARD (ZB TREATED)
TIMBERSTRAND LSL SILL
PLATE ICC ESR#1387. SECTION 5.5
26 GA ALUMINUM FLASHING
CONCRETE FOUNDATION, SEE 1/S-100
2x ROOF RAFTER,
SEE 1/S102
ROOF UNDERLAYMENT
ICC ESR -1306
�1 FRONT WALL SECTION
R-30 INSULATION
1/2" GYPSUM BOARD
R-15 INSULATION
3ASKET
3RANE .
SEE PLANS
SILL GASKET MEMBRANE,
44FRONT WALL SECTION AT DOOR
221 BACK WALL SECTION
-----------------
ALUMINUM
ING
OPERABLE WINDOW - SIZE VARIES,
SEE PLANS FOR LOCATIONS
SEE ZIP SHEATHING INSTALL
MANUAL FOR WINDOW
FLASHING DETAIL
5 TYP WALL SECTION IMTH IMNDOW
SEE 1/A-300 FOR MORE
INFORMATION
-----------------
33RAKE WALL SECTION
26 GA ALUMINUM
FLASHING
c" of
Wheat Ridge
If 1500 CHERRY STREET I
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
109.16.2020
REVISIONS
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18x24
SHEET SIZE
A-300
PROJECT DESCRIPTION:
STRUCTURAL GENERAL NOTES:
200 SQ FT OF NEW CONSTRUCTION (STAND ALONE STRUCTURE)
ISSUE DATE
FOUNDATION DESIGN:
10'-0 x 20'-0 ACCESSORY BUILDING
FOUNDATIONS ARE DESIGNED WITHOUT AN ENGINEER'S SOIL INVESTIGATION. THE DESIGN CRITERIA IS ASSUMED FOR
PURPOSES OF FOUNDATION DESIGN.
STRUCTURAL GENERAL NOTES:
SLAB ON GRADE WITH TURNDOWNS:
DESIGN LOADS: 2018 IBC/IRC CODE WITH CITY OF WHEAT RIDGE AMENDMENTS
ASCE 7-16
DESIGN OF SLAB ON GRADE WITH TURNDOWNS IS BASED ON MAXIMUM ALLOWABLE BEARING PRESSURE 1500 PSF
RISK CATEGORY
BEARING ON THE NATURAL UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL.
II STANDARD
PER 1806.2 AND TABLE 1806.2
REINFORCED CONCRETE:
ROOFS:
ROOF DEAD LOAD 15 PSF
ROOF LIVE LOAD 20 PSF
DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND ACI 332 "REQUIREMENTS
FOR RESIDENTIAL CONCRETE CONSTRUCTION." CONCRETE WORK SHALL CONFORM TO ACI 301 "STANDARD
ROOF SNOW LOAD 30 PSF
SPECIFICATIONS FOR STRUCTURAL CONCRETE."
STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:
WALLS:
WALL DEAD LOAD 10 PSF
MAX I I SLUMP, I ENTRAINED
F -C, PSI I WIC I MAXIMUM I INCHES I AIR, PERCENT I CEMENT I ADMIXTURES,
INTENDED USE 128 DAY I RATIO J AGGREGATE I (+/- 1") 1(+/-1.5%) I TYPE I COMMENTS
WIND: (ASCE 7-10 27.4 AND 30.4)
SLAB ON GRADE
ULTIMATE DESIGN WIND SPEED, VULT, (3 -SECOND GUST) = 130 MPH AT 5,000 FT ELEVATION
WITH TURNDOWNS 14,000 10.45 13/4" STONE 14 13 11/11 1 1
INTERNAL PRESSURE COEFFICIENT = 0.18 (ENCLOSED)
WIND EXPOSURE = C
DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315 "DETAILS AND
COMPONENTS AND CLADDING DESIGN WIND PRESSURES (ULTIMATE)
DETAILING OF CONCRETE REINFORCEMENT."
WALLS: (FIGURE 30.4-1)
REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT TIES OR BARS SHOWN TO BE FIELD -BENT, WHICH
WITHIN 3 FEET OF CORNERS +30.7 PSF -41.2 PSF
SHALL BE GRADE 60.
AWAY FROM CORNERS +30.7 PSF -33.3 PSF
BARS TO BE WELDED SHALL CONFORM TO ASTM 706.
ROOFS: (FIGURE 30.4-5A)
AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS FOR
ZONE 1 +16.0 PSF -33.3 PSF
EACH LAYER OF REINFORCEMENT.
ZONE 2 +16.0 PSF -38.6 PSF
UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, LAP BARS 50 DIAMETERS (MINIMUM)
ZONE 2' +16.0 PSF -46.4 PSF
EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST -IN-PLACE CONCRETE
ZONE 3 +16.0 PSF -51.6 PSF
SHALL BE AS FOLLOWS:
ZONE 3' +16.0 PSF -72.4 PSF
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"
OVERHANGS:
EXPOSED TO EARTH OR WEATHER:
ZONE 2 -54.7 PSF
#5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2"
ZONE 2' -62.5 PSF
NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
ZONE 3 -67.7 PSF
SLABS, WALLS, JOISTS: #11 BARS AND SMALLER 3/4"
ZONE 3' -88.6 PSF
BEAMS AND COLUMNS:
PRESSURES MAY BE REDUCED FOR EFFECTIVE WIND AREAS LARGER THAN 10 SQUARE
PRIMARY REINFORCEMENT 1-1/2"
FEET, BUT
STIRRUPS, TIES, SPIRALS 1-1/2"
NOT BELOW 16 PSF.
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SEISMIC:
STRUCTURAL WOOD & TIMBER:
SPECTRAL RESPONSE ACCELERATION PARAMETERs
SHORT PERIOD SS 0.222G SDS 0.236G
DESIGN IS BASED ON ANSI/AF&PA NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH SUPPLEMENT:
ONE SECOND S1 0.060G SD1 0.095G
DESIGN VALUES FOR WOOD CONSTRUCTION" AND ANSI/AF&PA SDPWS "SPECIAL DESIGN PROVISIONS FOR WIND AND
SOILS SITE CLASS D
SEISMIC"
SEISMIC IMPORTANCE FACTOR 1.0
2X FRAMING SHALL BE SPF NO. 2 OR BETTER UNLESS NOTED OTHERWISE.
SEISMIC DESIGN CATEGORY B (EXEMPT)
ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT, UNLESS NOTED OTHERWISE.
BASIC SEISMIC -FORCE -RESISTING SYSTEM(S)
STUDS SHALL BE SPF NO. 2 AND BETTER OR STUD GRADE.
LIGHT -FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED
TOP AND BOTTOM PLATES SHALL BE SPF NO. 2 AND BETTER OR STUD GRADE.
FOR SHEAR RESISTANCE
FASTENERS FOR USE WITH TREATED WOOD SHALL COMPLY WITH IRC SECTION R317.3
DESIGN BASE SHEAR(S) 0.301 KIPS (ULTIMATE)
WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE -TREATED SPF #2 OR BETTER. PRESERVATIVE TREATED WOOD
o
SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND AEPA M4.
SEISMIC RESPONSE COEFFICIENT(S), CS 0.036 (ULTIMATE)
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CONVENTIONAL LIGHT FRAMING SHALL COMPLY WITH IRC SECTIONS R502, R602, AND R802.
RESPONSE MODIFICATION COEFFICIENT(S), R 6.5
MINIMUM NAILING SHALL BE PROVIDED AS SPECIFIED IN IBC/IRC TABLE 2304.9.1 "FASTENER SCHEDULE FOR STRUCTURAL
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
MEMBERS."
42501
METAL FRAMING ANCHORS SHOWN OR REQUIRED, SHALL BE SIMPSON STRONG -TIE OR EQUAL CODE APPROVED
09/21/202
CONNECTORS AND INSTALLED WITH THE NUMBER AND TYPE OF NAILS RECOMMENDED BY THE MANUFACTURER TO
18x24
DEVELOP THE MAXIMUM RATED CAPACITY.
NOTE THAT HEAVT-DUTY HANGERS AND SKEWED HANGERS MIGHT NOT BE STOCKED LOCALLY AND REQUIRE SPECIAL
Ridge
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C3ulldingCfthm..
ORDER FROM THE FACTORY.
LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER AT THE THREADED SECTION AND EQUAL TO
THE SHANK DIAMETER AT THE UNTHREADED SECTION PER NDS SECTION 11.1.3.
CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1.
NAILS AND SPIKES SHALL CONFORM TO ASTM F1667.
WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1
1500 CHERRY STREET I
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
09.16.2020
REVISIONS
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42501
09/21/202
18x24
SHEET SIZE
S-001
STRUCTURAL GENERAL NOTES:
WOOD FRAMING NOTES:
ALL BEAMS SHALL BE BRACED AGAINST ROTATION AT POINTS OF BEARING.
PROVIDE CONTINUOUS WALL STUDS EACH SIDE OF OPENINGS EQUAL TO ONE-HALF OR GREATER THE
NUMBER OF STUDS INTERRUPTED BY OPENING UNLESS NOTED OTHERWISE.
ALL WALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FROM FLOOR TO ROOF.
PROVIDE SOLID BLOCKING OR RIM JOISTS AT ALL JOIST SUPPORTS AND JOIST ENDS.
SOLE PLATE AT ALL PERIMETER WALLS AND AT DESIGNATED SHEAR WALLS SHALL BE NAILED WITH
(3) 1 OD BOX NAILS (COATED OR DEFORMED SHANK) AT 16".
ALL ROOF RAFTERS, JOISTS, BEAMS SHALL BE ANCHORED TO SUPPORTS WITH METAL FRAMING
ANCHORS.
WOOD SHEATHING:
PLYWOOD AND ORIENTED STRAND BOARD (OSB) FLOOR AND ROOF SHEATHING SHALL BE APA RATED
WITH STAMP INCLUDING APA TRADEMARKAND PANEL SPAN RATING.
MINIMUM ROOF SHEATHING: 15/32" OSB OR CDX PLYWOOD, APA 48/24, NAILED..
MINIMUM WALL SHEATHING: 7/16" OSB OR CDX PLYWOOD, APA 24/16, BLOCKED AND NAILED.
NAIL SHEATHING WITH MINIMUM 8D COMMON OR 10D BOX AT 6" AT PANEL EDGES, AND 12" AT
INTERMEDIATE FRAMING EXCEPT AS NOTED. BLOCK AND NAIL ALL EDGES BETWEEN STUDS. MINIMUM
(3) 8D NAILS PER STUD TO PLATES. NAIL ALL PLATES USING EDGE NAIL SPACING INDICATED.
SHEATHE ALL EXTERIOR WALLS. SHEATHE INTERIOR WALLS AS DESIGNATED ON THE DRAWINGS.
SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO TOP PLATE. CUT IN "L" AND "T" SHAPES
AROUND OPENINGS.
ZIP SHEATHING SYSTEM (OSB) COMPLIES WITH 7/16" APA REQUIREMENTS
PLANT FABRICATED / PRE-ENGINEERED WOOD FRAMING:
MEMBERS NOTED AS LSL (LAMINATED STRAND LUMBER) ON PLAN SHALL BE PLANT -FABRICATED AND
HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN VALUES:
Fb=1700 PSI Fv=400 PSI Fcpar=1400 PSI Fcperp=680 PSI E=1300 KSI
MEMBERS NOTED AS LVL (LAMINATED VENEER LUMBER) ON PLAN SHALL BE 1-1/2" WIDE x DEPTH
INDICATED, PLANT -FABRICATED, AND HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN VALUES:
Fb=2400 PSI Fv=285 PSI Fcpar=3000 PSI E=1700 KSI
STRUCTURAL ERECTION AND BRACING REQUIREMENTS:
THE STRUCTURAL DRAWINGS ILLUSTRATE AND DESCRIBE THE COMPLETED STRUCTURE WITH
ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED, CONNECTED, AND/OR BRACED.
THE STRUCTURAL DRAWINGS ILLUSTRATE TYPICAL AND REPRESENTATIVE DETAILS TO ASSIST THE
GENERAL CONTRACTOR. DETAILS SHOWN APPLY AT ALL SIMILAR CONDITIONS UNLESS OTHERWISE
INDICATED. ALTHOUGH DUE DILIGENCE HAS BEEN APPLIED TO MAKE THE DRAWINGS AS COMPLETE
AS POSSIBLE, NOT EVERY DETAIL IS ILLUSTRATED AND NOT EVERY EXCEPTIONAL CONDITION IS
ADDRESSED.
ALL PROPRIETARY CONNECTIONS AND ELEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURERS' RECOMMENDATIONS.
ALL WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH THE
APPLICABLE CODES AND LOCAL ORDINANCES.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK, INCLUDING LAYOUT
AND DIMENSION VERIFICATION, MATERIALS COORDINATION, SHOP DRAWING REVIEW, AND THE WORK
OF SUBCONTRACTORS. ANY DISCREPANCIES OR OMISSIONS DISCOVERED IN THE COURSE OF THE
WORK SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR
RESOLUTION. CONTINUATION OF WORK WITHOUT NOTIFICATION OF DISCREPANCIES RELIEVES THE
ARCHITECT AND STRUCTURAL ENGINEER FROM ALL CONSEQUENCES.
TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL ALL FLOORS, WALLS, ROOFS AND ANY OTHER
SUPPORTING ELEMENTS ARE IN PLACE.
THESE PLANS HAVE BEEN ENGINEERED FOR CONSTRUCTION AT ONE SPECIFIC BUILDING SITE.
BUILDER ASSUMES ALL RESPONSIBILITY FOR USE OF THESE PLANS AT ANY OTHER BUILDING
SITE.PLANS SHALL NOT BE USED FOR CONSTRUCTION AT ANY OTHER BUILDING SITE WITHOUT
SPECIFIC REVIEW BY THE ENGINEER LICENSED IN THAT JURISDICTION.
STRUCTURAL GENERAL NOTES:
SPECIAL INSPECTIONS:
PER THE IBC:
1705.3 — SPECIAL INSPECTION SHALL BE REQUIRED WHEN THE SPECIFIED CONCRETE COMPRESSIVE STRENGTH
PER THE APPROVED PLANS IS GREATER THAN 2500 PSI AND WHEN THE FOOTINGS OR TURNDOWNS SUPPORTING
WALLS ARE NOT CONTINUOUS.
1705.4 — NO SPECIAL INSPECTION WILL BE REQUIRED BECAUSE WE DO NOT SHOW MASONRY CONSTRUCTION.
1705.5 — WE ARE USING UNBLOCKED ROOF DIAPHRAGMS PER THE SDPWS. THIS IS NOT CONSIDERED HIGH LOAD
AND DOES NOT REQUIRE SPECIAL INSPECTION.
1705.12.2 — PERIODIC SPECIAL INSPECTIONS ARE NOT REQUIRED FOR SHEAR WALLS WITH 6 INCH ON CENTER
PANEL EDGE NAILING. WHEN THE SHORT PERIOD ACCELERATION, SDS, IS GREATER THAN 0.5 OR THE BUILDING
HEIGHT IS GREATER THAN 35 FEET, PERIODIC INSPECTIONS ARE REQUIRED FOR SHEAR WALLS WITH 4 INCH ON
CENTER EDGE NAILING OR LESS.
NAIL SIZES
PENNYWEIGHT
TYPE
DIAMETER
LENGTH
PENNYWEIGHT
TYPE
DIAMETER
LENGTH
8d
COMMON
0.131"
21/2"
12d
COMMON
0.148"
31/4"
8d
BOX
0.113"
21/2"
12d
BOX
0.128"
31/4"
8d
SINKER
0.113"
2 3/8"
12d
SINKER
0.135"
3 1/8"
8d
GUN
0.113"
2 3/8"
12d
GUN
0.131"
3 1/4"
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00
10d
COMMON
0.148"
3"
16d
COMMON
0.162"
31/2"
10d
BOX
0.128"
3"
16d
BOX
0.135"
31/2"
10d
SINKER
0.120"
2 7/8"
16d
SINKER
0.148"
3 1/4"
10d
GUN
0.131"
3"
1
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ALL NAILS TO BE GUN NAILS, UNLESS NOTED OTHERWISE
CAY of
Wheat Ridge
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
109.16.2020
REVISIONS
0
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42501
09/21 /2020
18x24
SHEET SIZE
S-002
FASTENING SCHEDULE 2018 INTERNATIONAL BUILDING CODE TABLE 2304.10.1
DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
ROOF 4-8d COMMON (24" x 0.131") 10d BOX (2 z' x 0.128") 24" O.C., FACE NAIL AT TOP
11. CONTINUOUS HEADER TO STUD TOENAIL 3" x 0.131" NAILS AND BOTTOM STAGGERED
3-8d COMMON (212.'x 0.131") 4-10d BOX (3" x 0.128") /
1. BLOCKING BETWEEN CEI LIING JOISTS,3" 14 GAGE STAPLES, 1s' CROWN ON OPPOSITE SIDES
3-10d BOX (3" x 0.128") 16d COMMON (3 Z' x 0.162") 16" O.C. FACE NAIL 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER AND:
RAFTERS OR TRUSSESS TO TOP PLATE OR 131 EACH END, TOENAIL LAYERS CONT.
OTHER FRAMING BELOW 3-3" x GAG NAILS 10d BOX 3" x 0.128" (CONT.) 2-20d COMMON (4" x 0.192")
3-3" 14 GAGE STAPLES, 16" CROWN 12. TOP PLATE TO TOP PLATE ( ) ENDS AND AT EACH
3-10d BOX x 0.128"
3" x 0.131" NAILS 12" O.C. FACE NAIL ( ) SPLICE, FACE NAIL
3" 14 GAGE STAPLES, /" CROWN 3-3" x 0.131" NAILS
2-8d COMMON (2 Z" x 0.131") 16 3-3" 14 GAGE STAPLES, 16" CROWN
2-3" x 0.131" NAILS EACH END, TOENAIL 8-16d COMMON (3 2' x 0.162") EACH SIDE OF END JOINT,
BLOCKING BETWEEN RAFTERS OR TRUSS 2-3" 14 GAGE STAPLES 12-10d BOX (3" x 0.128") FACE NAIL (MINIMUM 24" 3-16d COMMON (3 Z' x 0.162")
13. TOP PLATE TO TOP PLATE, AT END JOINTS 28. LEDGER STRIP SUPPORTING JOISTS OR 4-10d BOX (3" x 0.128") EACH JOIST OR RAFTER,
NOT AT THE WALL TOP PLATE, TO RAFTER 12-3" x 0.131" NAILS LAP SPLICE LENGTH EACH
OR TRUSS 2-16d COMMON (3 "x 0.162") 12-3" 14 GAGE STAPLES, 6" CROWN SIDE OF END JOINT) RAFTERS 4-3" 14 GAGE STAPLES, 16" CROWN FACE NAIL
3-3" x 0.131" NAILS END NAIL
3-3" 14 GAGE STAPLES 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND 16d COMMON (3 Z' x 0.162") 16" O.C. FACE NAIL 3-16d COMMON (3 z' x 0.162")
JOIST OR BLOCKING (NOT AT BRACED WALL 16d BOX (3 2' x 0.135") 29. JOIST TO BAND JOIST OR RIM JOIST 4-10d BOX (3" x 0.128") END NAIL
2-16d COMMON (3 21' x 0.162") PANELS) 3" x 0.131" NAILS 12" O.C. FACE NAIL 4-3" x 0.131" NAILS
FLAT BLOCKING TO TRUSS AND WEB FILLER 3-3" x 0.131" NAILS @ 6" O.C. FACE NAIL 3" 14 GAGE STAPLES, 16" CROWN 4-3" 14 GAGE STAPLES, 16 CROWN
3-3" 14 GAGE STAPLES @ 6" O.C. 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND 2-16d COMMON (3 z' x 0.162") 2-8d COMMON (2 z' x 0.131")
3-16d BOX 31" x 0.135" 30. BRIDGING OR BLOCKING JOIST, RAFTER OR 2-10d BOX (3" x 0.128")
JOIST OR BLOCKING (AT BRACED WALL ( 2 ) 16" O.C. FACE NAIL EACH END, TOENAIL
1 TRUSS 2-3" x 0.131" NAILS
3-8d COMMON (2 Z' x 0.131") PANELS) 4-3" x 0.131" NAILS /
3-10d BOX (3" x 0.128") 4-3" 14 GAGE STAPLES, 1s' CROWN 2-3" 14 GAGE STAPLES, 16' CROWN
2. CEILING JOIST TO TOP PLATE EACH JOIST, TOENAIL
3-3" x 0.131" NAILS 1 WOOD STRUCTURAL PANELS,SU BFLOO R,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD
4-8d COMMON (2 Z' x 0.131")
3-3" 14 GAGE STAPLES, 6" CROWN 4-10d BOX (3" x 0.128") WALL SHEATHING TO FRAMING' EDGES INTERMEDIATE SUPPORTS
4-3"x0.131" NAILS TOENAIL 6d COMMON OR DEFORMED (2" x 0.113")
3. CEILING JOIST NOT ATTACHED TO PARALLEL 3-16d COMMON (3 z' X0.162") 4-3" 14 GAGE STAPLES, 16" CROWN (SUBFLOOR AND WALL) 6" 12"
RAFTER, LAPS OVER PARTITIONS (NO 4-10d BOX (3" x 0.128") 16. STUD TO TOP OR BOTTOM PLATE 1
THRUST) 4-3" x 0.131" NAILS FACE NAIL 2-16d COMMON (3 21' x 0.162") 8d BOX OR DEFORMED (2 1/2" x 0.113") (ROOF) 6" 12"
(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) 4-3" 14 GAGE STAPLES, 16" CROWN 3-10d BOX (3" x 0.128") END NAIL 28" x 0.113" NAIL (SUBFLOOR AND WALL) 6" 12"
3-3" x 0.131" NAILS
4. CEILING JOIST ATTACHED TO PARALLEL 3-3" 14 GAGE STAPLES, 16" CROWN 31.8" - Z" 1 4' 16 GAGE STAPLE, 16" CROWN 4" 8..
RAFTER (HEEL JOINT) PER TABLE 2308.7.3.1 FACE NAIL 1 (SUBFLOOR AND WALL)
2-16d COMMON (3 Z' x 0.162") 3
(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) 3-10d BOX (3" x 0.128") 2 8' x 0.113" NAIL (ROOF) 4" 8"
17. TOP OR BOTTOM PLATE TO STUD END NAIL
3-10d COMMON (3" x 0.148") 3-3" x 0.131" NAILS 1 4' 16 GAGE STAPLE, 6" CROWN (ROOF) 3" 6"
4-10d BOX (3" x 0.128") 3-3" 14 GAGE STAPLES, 6" CROWN 8d COMMON 2 x 0.131" 6" 12"
5. COLLAR TIE TO RAFTER FACE NAIL ( )
4-3" x 0.131" NAILS 2-16d COMMON (3 Z' X0.162-) 1U 3"
6d DEFORMED (2" x 0.113")
4-3" 14 GAGE STAPLES, 16" CROWN 18. TOP PLATES,LAPS AT CORNERS AND 3-10d BOX (3" x 0.128") FACE NAIL 32. 32 ° 2 8" x 0.113" NAIL
3-10d COMMON (3" x 0.148") INTERSECTIONS 3-3" x 0.131" NAILS 2" 16 GAGE STAPLE, 6" CROWN 4 8
3-16d BOX 31" x 0.135" 3-3" 14 GAGE STAPLES, 16" CROWN
6. RAFTER TI ROOF TRUSS BL TOP PLATE q -1 0d BOX (3" x 0.128" ) TOENAIL' 2-8d COMMON 2 1" x 0.131" 33.8" - 1 y' 10d COMMON (3" x - x 0.1) 6" 12"
(SEE SECTION 2308.7.5, TABLE 2308.7.3.1 ( ) ( z ) 8d DEFORMED 2-" x 0.131"
4-3" x 0.131" NAILS 19. 1" BRACE TO EACH STUD AND PLATE 2-10d BOX (3" x 0.128") FACE NAIL OTHER EXTERIOR WALL SHEATHING
4-3" 14 GAGE STAPLES, 76" CROWN 2-3" x 0.131" NAILS
1s 2-3" 14 GAGE STAPLES, / CROWN 1' GALVANIZED ROOFING NAIL c6' HEAD
2-16d COMMON (38" x 0.162") 2-8d COMMON (2 2" x 0.131") 34.1" FIBERBOARD SHEATIHNG' DIAMETER) 3" 6"
3-10d BOX (3" x 0.128") EACH END 20. 1" x 6" SHEATHING TO EACH BEARING 2-10d BOX (3" x 0.128") FACE NAIL 2 1 4' 16 GAGE STAPLE WITH 6" CROWN OR 1"
4-3" x GAG NAILS 21. 1" x 8" AND WIDER SHEATHING TO EACH 3-8d COMMON (2 z' x 0.131") CROWN
7. ROOF RAFTERS TO RIDGE VALLEY OR HIP 4-3" 14 GAGE STAPLES, 1s' CROWN BEARING 3-10d BOX (3" x 0.128") FACE NAIL 1 a' GALVANIZED ROOFING NAIL (16" HEAD
RAFTERS; OR ROOF RAFTER TO 2 -INCH 3-10d COMMON (3" x 0.148")zs DIAMETER)
RIDGE BEAM 3-16d BOX (3 z' x 0.135") FLOOR 35.23'2" FIBERBOARD SHEATIHNG' 1 z' 16 GAGE STAPLE WITH 6" CROWN OR V 3" 6"
4-10d BOX (3" x 0.128") TOENAIL 3-8d COMMON (2 21.'x 0.131") CROWN
4-3" x 0.131" NAILS 3-10d BOX (3" x 0.128") WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
4-3"14 GAGE STAPLES, '" CROWN 22. JOIST TO SILL, TOP PLATE, OR GIRDER TOENAIL
1s 3-3" x 0.131" NAILS
3-3" 14 GAGE STAPLES, /"CROWN 36. 4' AND LESS 8d COMMON (2 Z' x 0.131") 6" 12"
WALL 1T 6d DEFORMED 2" x 0.113"
1 8d COMMON (22" x 0.131") 37 8•• _ 1" 8d COMMON (2 2' x 0.131") 6" 12"
16d COMMON (321" x 0.162") 24" O.C. FACE NAIL 23. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP 10d BOX (3" x 0.128")6" O.C., TOENAIL 8d DEFORMED (2 -" x 0.131")
8. STUD TO STUD (NOT AT BRACED WALL x 0.128"PLATE, SILL, OR OTHER FRAMING BELOW 3" x 0.131" NAILS 38.118" 1 - 1 4 1' 10d COMMON (3" x 0.148") 6" 12"
3" x 0.131" NAILS 16" O.C. FACE NAIL
PANELS) 10d BOX (3" ) 3" 14 GAGE STAPLES, 16" CROWN 8d DEFORMED 21" x 0.131"
3-3" 14 GAGE STAPLES,
7 CROWN 2-8d COMMON (2 1 x 0.131") PANEL SIDING TO FRAMING
1g" Z"
24.1" x 6" SUBFLOOR OR LESS TO EACH JOIST FACE NAIL 1 6d CORROSION -RESISTANT SIDING 1 x 0.106"
1 2-10d BOX (3" x 0.128") 39. -" AND LESS ( e ) 6" 12"
16d COMMON (3 Z' x 0.162") 16" O.C. FACE NAIL 2 6d CORROSION -RESISTANT CASING 2" x 0.099"
9. STUD TO STUD AND ABUTTING STUDS AT 1 25. 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (3 2' x 0.162") FACE NAIL s 8d CORROSION -RESISTANT SIDING (2 8' x 0.128")
INTERSECTING WALL CORNERS (AT BRACED 16d BOX (3 j' x 0.135") 40.8' 1 6" 12"
WALL PANELS) 3" x 0.131" NAILS 12" O.C. FACE NAIL 26.2" PLANKS (PLANK AND BEAM -FLOOR & ROOF) 2-16d COMMON (3 2' x 0.162") EACH BEARING, FACE NAIL 8d CORROSION -RESISTANT CASING 2 -" x 0.113"
3-3" 14 GAGE STAPLES ,6" CROWN PANEL SIDING TO FRAMING
1 16" O.C. EACH EDGE, FACE 32" O.C., FACE NAIL AT TOP 41 1„ 4d CASING (1 ` x 0.080") 6" 12"
16d COMMON (3 z' x 0.162") NAIL 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER 20d COMMON (4" x 0.192") AND BOTTOM STAGGERED 4 4d FINISH (1 x 0.072")
10. BUILT-UP HEADER (2" TO 2" HEADER) 1 12" O.C. EACH EDGE, FACE LAYERS ON OPPOSITE SIDES s 6d CASING (2" x 0.099")
16d BOX (3 z' x 0.135") 42.8 6d FINISH PANEL SUPPORTS AT 24 INCHES 6" 12"
a. NAILS SPACED AT 6INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR SHEATHING ARE PERMITTED TO BE COMMON, BOX, OR CASING.
b. SPACING SHALL BE 6INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 16 INCHES. (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED).
c. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL.
CRY or
Wheat Ridge
Building Diviw
ADD ANCHOR BOLT, SPAN /3 SPAN / 3
EA SIDE, WHEN CONDUIT NOTCHES ALLOWED IN THIS ZONE NOTCHES ALLOWED IN THIS ZONE
IS MORE THAN D / 3 WHERE SILL PLATE IS DRILLED
O OR NOTCHED MORE THAN 1/3 WOOM BEAM SCL BEAM
WIDTH DRILL 1/2" 0 HOLES AT PLATE WIDTH, INSTALL ANCHOR 3/4" 0 RADIUS, TYP OR JOIST D /3 MAX OR JOIST
EACH CORNER BEFORE 9" MAX BOLT EACH SIDE D/4"00R 2"0 °O D/4"00R 2"0
NOTCHING o �` 450 LINE MAXFi MAX
USE DOUBLE STUDS IF HOLE
IS LARGER THAN 33% OF WIDTH NOTCHES- MAXIMUM DEPTH, / I 2D/5 MAX
STUD 33.3% OF WIDTH _ _ _
BORED HOLES- MAXIMUM SIZE 6„ 9„ 2x4- 1.17" (1 11/64') DEEP NOTCH g" MAX ANCHOR BOLT SIZE &SPACING D D
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2x4- 1.4" (1 3/8") DEEP NOTCH SIMPSON STRONG TIE ST2215 MIN. O O PERMITTED PERMITTED
2x6- 2.2" (2 3/16') DEEP NOTCH D /3 MAX OR AS NOTED ON FRAMING PLANS
STUD WALL STUD WALL
PIPE OR CONDUIT 9" MAX 9" MAX 9" MAX
%11 HOLES & NOTCHES IN STUDS X21 NOTCHES IN SILL PLATES �3� HOLES & BOLTING IN SILL PLATE X41 HOLES & NOTCHES IN JOISTS & BEAMS X51 HOLES & NOTCHES IN SCL JOISTS & BEAMS
1500 CHERRY STREET I
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
109.16.2020
REVISIONS
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HOLD-DOWN CONNECTOR BOLTS THROUGH WOOD FRAMING REQUIRE APPROVED PLATE WASHERS, AND HOLD-DOWNS SH
BE FINGER TIGHT AND 1/2 WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE STEEL PLATE WASHERS ON THE POST ON THE OPPOSITE SIDE OF THE ANCHORAGE DEVICE. PLATE SIZE
SHALL BE A MINIMUM OF 0.229 INCH BY 3 INCHES BY 3 INCHES. (2305.5)
ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED.
(APPLIES ONLY TO HOLES DRILLED THROUGH WOOD MEMBERS.)
(11.1.2.2, 2012 NDS)
1"XPS R-10 TO
20'
IN 24" BELOW
CENTERLINE
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MIN 4" THICK CONCRETE SLAB
1/2" x 8" SIMPSON TITEN HID
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JOINTS AT 10'-0" MAX SPACING
10'
REVISIONS
2" MIN
3X3X0.229 SQUARE WASHER W/ 3/16 X 1 3/4
2 1/4" MIN
EDGE OF THICKENED SLAB
(5" MIN EMBED) - RR25741/ FL15730.7,
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�1� FOUNDATION PLAN
HOLD-DOWN CONNECTOR BOLTS THROUGH WOOD FRAMING REQUIRE APPROVED PLATE WASHERS, AND HOLD-DOWNS SH
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FRAMING REQUIRE STEEL PLATE WASHERS ON THE POST ON THE OPPOSITE SIDE OF THE ANCHORAGE DEVICE. PLATE SIZE
SHALL BE A MINIMUM OF 0.229 INCH BY 3 INCHES BY 3 INCHES. (2305.5)
ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED.
(APPLIES ONLY TO HOLES DRILLED THROUGH WOOD MEMBERS.)
(11.1.2.2, 2012 NDS)
CONTINUOUS #4 REBAR,TOP EQ EQ
BOTTOM OF 1 SEE GENERAL NOTES FOR CONCRETE
MIDDLE,AND BOTTOM
TURNDOWN FOUNDATION SPECIFICATIONS
10"
2 TYP TURNDOWN SECTION
�3� SECTION AT HOLD DOWN
SCALE: 1" =1'-0
Wheat Ridge
1500 CHERRY STREET I
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
1"XPS R-10 TO
Al
IN 24" BELOW
CENTERLINE
GRADE
CONTINUOUS #4 REBAR,TOP EQ EQ
BOTTOM OF 1 SEE GENERAL NOTES FOR CONCRETE
MIDDLE,AND BOTTOM
TURNDOWN FOUNDATION SPECIFICATIONS
10"
2 TYP TURNDOWN SECTION
�3� SECTION AT HOLD DOWN
SCALE: 1" =1'-0
Wheat Ridge
1500 CHERRY STREET I
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
CENTERLINE
OF BOLT
1/2" x 8" SIMPSON TITEN HID
(ZINC PLATED) AT PANEL EDGES
REVISIONS
2" MIN
3X3X0.229 SQUARE WASHER W/ 3/16 X 1 3/4
2 1/4" MIN
(5" MIN EMBED) - RR25741/ FL15730.7,
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MIDDLE,AND BOTTOM
TURNDOWN FOUNDATION SPECIFICATIONS
10"
2 TYP TURNDOWN SECTION
�3� SECTION AT HOLD DOWN
SCALE: 1" =1'-0
Wheat Ridge
1500 CHERRY STREET I
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
109.16.2020
REVISIONS
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DIAMETER FOR SMOOTH SHANK PORTION.
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FIRST FLOOR PLAN
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WALL SCHEDULE
20'
3'-102" 12'-3" SHEAR WALL 3'-102'
09.16.2020
2
A23 SPACING
PANEL EDGE
FIELD NAIL
REVISIONS
3-6"
Z(2)
WIND
MARK
STUDS
SHEAR WALL
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09/21/2020
20'
PLAN NOTES:
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ISSUE DATE
09.16.2020
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WALLS
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CONCRETE
2/S-100
TYPICAL FOR ALL SHEAR WALL NAILING:
PER IBC /AWC SDPWS, SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING.
SHEATHING PANEL NAILING
NOT CONFORMING TO THIS SECTION WILL NOT BE ACCEPTABLE AND WILL HAVE TO BE REINSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE
THAT THE NAIL GUNS USED FOR FASTENING ARE SET AT THE PROPER DEPTH AND/OR AIR PRESSURE TO ACHIEVE THE REQUIRED PENETRATION
GENERAL NOTES:
1. ALL FRAMING TO BE 2X4 O.0 MAX, UNLESS NOTED OTHERWISE. AT FRONT, ALL FULL HEIGHT STUDS TO BE LVL.
2. 3" SCREWS @ 12" O.C. INTO STUDS BETWEEN WALL PANEL JOINTS
3. 3" SCREWS INTO STUDS BETWEEN SHEAR WALL PANEL JOINTS, MATCH SHEAR WALL PANEL EDGE NAIL SPACING.
0.229"x3" SQ PLATE WASHER DETAIL
4. OSB (P.W.) (ZIP) SHEATHING MUST CONTINUE TO THE DOUBLE TOP PLATE
5. ONE TRIM STUD AND ONE KING STUD TYPICAL AT ALL HEADERS, LINO
LATE WASHER,
6. SEE SHEET 1/S-101 FOR HOLDOWN TYPE AND LOCATION
DIAGONALLY
7. NUMBER OF STUDS AT EACH END OF SHEAR WALLS IS CALLED OUT ON PLAN, LINO
SLOTTED HOLES
8. NO PENETRATIONS GREATER THAN 12"x12" IN SHEAR WALLS, BLOCK AND NAIL ALL EDGES. CUT SHEATHING INTO "L" AND "T"
sie
ARE
ACCEPTABLE UP
SHAPES AROUND OPENINGS IN NON -SHEAR WALLS.
41'4'
TO 3/16"
9. ALL EDGES IN SHEARS WALLS TO BE BLOCKED WITH 2x MEMBERS
LARGER THAN
10. ALL WALLS HAVE (2) 2x TOP PLATES AND (2) 2x BOTTOM PLATE EQUAL TO WIDTH OF STUD SIZE, TYP LINO
HOLE DIAMETER,
11. SEE DETAILS ON S-300 FOR ATTACHMENT OF DIAPHRAGMS TO SHEAR WALL PLATES, TYPICAL
SLOT LENGTH
12. NAIL WALL SHEATHING WITH MINIMUM 8D COMMON, 10D GUN, OR 10D BOX AS INDICATED IN THE WALL SCHEDULE
NOT TO EXCEED
1 3/4„
13. MINIMUM (3) 8D NAILS PER STUD
BP OR BPS MAY
14. SHEATHE ALL EXTERIOR WALLS. SHEATHE INTERIOR WALLS AS DESIGNATED ON THE DRAWINGS
BE USED
15. TYPE 6 WALLS REQUIRE SOLID 3x EDGE MEMBERS OR (2) 2x EDGE MEMBERS ATTACHED WITH 10d NAILS AT 2" O.C. STAGGERED
ALONG HEIGHT OF STUDS
c" of
Wheat Ridge
If 1500 CHERRY STREET I
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
09.16.2020
REVISIONS
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19/32" SHEATHING AND SINGLE -FLOOR W/ 8d COMMON (0.131x2.5) OVER 2x FRAMING MEMEBERS OF SG = 0.5 (DOUG FIR OR LVL)
ASD
PLAN NOTES:
ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX NAILS. SEE GENERAL NOTES AND
WALL SCHEDULE FOR ATTACHMENT.
KEY:
- (A) - 2x8 DOUG FIR #2 RAFTER
- (B) - 2x8 DOUG FIR #2 SIDE OUTLOOK
- (C) - 2x8 DOUG FIR #2 BLOCKING
- (D) - 2x8 DOUG FIR #2 BLOCKING
- (E) - 2x8 DOUG FIR #2 FRONT OUTLOOK
- (F) - 2x8 DOUG FIR #2 BACK OUTLOOK
MPSON LSTA24 AT FRONT AND BACK
ORNER OUTRIGGERS, TYP. SEE 6/S-300
cft of
Wheat Ridge
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
SEISMIC
WIND
I(STRONG)l
CASE 1
240 PLF
335 PLF
(WEAK)
I CASE 3
180 PLF
253 PLF
PLAN NOTES:
ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX NAILS. SEE GENERAL NOTES AND
WALL SCHEDULE FOR ATTACHMENT.
KEY:
- (A) - 2x8 DOUG FIR #2 RAFTER
- (B) - 2x8 DOUG FIR #2 SIDE OUTLOOK
- (C) - 2x8 DOUG FIR #2 BLOCKING
- (D) - 2x8 DOUG FIR #2 BLOCKING
- (E) - 2x8 DOUG FIR #2 FRONT OUTLOOK
- (F) - 2x8 DOUG FIR #2 BACK OUTLOOK
MPSON LSTA24 AT FRONT AND BACK
ORNER OUTRIGGERS, TYP. SEE 6/S-300
cft of
Wheat Ridge
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
109.16.2020
REVISIONS
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FASTENED WITH 8d COMMON OR 10d
BOX @ 6" ALONG PANEL EDGES AND
12" ALONG INTERMEDIATE FRAMING
MEMBERS. LAY STRENGTH AXIS
PERPENDICULAR TO FRAMING
MEMBERS AND STAGGER PANEL JOINTS.
2x FULL DEPTH BLOCKING
LVL TOP PL W/ (6) 12D NAILS, STAGGERED,
EACH SIDE OF SPLICE POINT, AS REQ'D
EDGE NAILING
WINDOWS/GLAZING,
SEE ARCH, TYP.
EXTERIOR FINISH,
SEE ARCH, TYP.
1/2" ZIP -SYSTEM TM OSB WALL SHEATHING
SEE WALL SCHEDULE, S-101
ICC -ES ESR 1474
TITEN ANCHORS,
SEE PLAN AND WALL SCHEDULE
EDGE NAILING
CONCRETE FOUNDATION, SEE 1/S-100
APHRAGM BOUNDARY NAILING
2x ROOF RAFTER,
SEE 1/S-102
ROOFING, SEE ARCH
FASTENMASTER TIMBERLOK
@ EA RAFTER
15-30° ICC -ES ESR 1078
4x4 LVL HEADER
FRONT WALL SECTION
: STUDS, SEE PLAN
VD WALL SCHEDULE
P.T. SILL PLATE
SILL GASKET
MEMBRANE
300
L®
L
44FRONT WALL SECTION AT DOOR
SCALE: 1" =1'-0
DOOR OPENING,
SEE ARCH
SIMPSON A23, TYP AT BLOCKING INTO
TOP PLATE - RR 25716/ FL 10446
FASTENMASTER TIMBERLOK
@ EA RAFTER
15-30°
ICC -ES ESR 1078
2x STUDS, SEE PLAN
AND WALL SCHEDULE
DIAPHRAGM BOUNDARY NAILING
SHEARWALL
BOUNDARY
NAILING
221 BACK WALL SECTION
SIMPSON A23, SEE 2/S-300
MIN (4) 10d NAILS
2x ROOF RAFTER,
SEE 1/S102
ROOF OUTLOOKE
SEE PLP
4x4 LVL HEADER, SEE
2x STUDS, SEE PLAN
AND WALL SCHEDULE
TITEN ANCHORS. SEE
SIMPSON HOLDOWN AS REQ'D,
SEE 1/S-101
SEE S-100 FOR DETAILS AND LOCATIONS
PANEL EDGE NAILING,
SEE PLAN
SIMPSON A23, SEE 2/S-300 SEE 1/S-300 FOR MORE
MIN (4) 10d NAILS `INFORMATION
2x ROOF RAFTER,
SEE 1/S102
ROOF OUTLOOKER,
SEE PLAN
2x STUDS, SEE PLAN
AND WALL SCHEDULE
33RAKE WALL SECTION
SIMPSON HOLDOWN AS REQ'D
SEE 2/S-100 FOR DETAILS
SEE 1/S-101 FOR LOCATIONS
city of
Wheat Ridge
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
09.16.2020
REVISIONS
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18x24
SHEET SIZE
S-300
2-2X TOP PLATE PER PL
ER 2015 NDS 10D COMMON NAILS (.148"X3") INTO
PRUCE PINE FIR FRAMING (SG=0.42)
10d COMMON= 100#
SPLICE CAPACITY FOR SEISMIC OR WIND
10)(1.6)(100#) = 1600#
MUM LOAD PER LATERAL
;ULATIONS = 1014#
THEREFORE, SPLICE IS ADEQUATE
24" MIN LAP WITH (10)10D NAILS
TYP TOP PLATE SPLICE
City or
Wheat Ridge
iiding
If 1500 CHERRY STREET I
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ISSUE DATE
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10'
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125 AMP J -BOX LOCATION
DETERMINED BY SITE
ELECTRICAL PLAN
OQTY: 1
J
QTY: 8
O CA ENERGY CODE. 150.0 (k) 2
L
QTY: 1
ISSUE DATE
HIGH EFFICACY INTERIOR
GFCI EXTERIOR DUPLEX
125 AMP SUB -PANEL
DUPLEX RECEPTACLE
LIGHT FIXTURE
RECEPTACLE (WITH COVER)
QTY: 2
CA ENERGY CODE: 150.0 (k) 3
S
O HIGH EFFICACY EXTERIOR
15 AMP WIRING
SINGLE -POLE SWITCH
LIGHT FIXTURE
(DASHED LINE)
MAIN TO HOME
(BY OTHERS)
ELECTRICAL GENERAL NOTES:
1. TO RUN WIRING BETWEEN PANELS,
DRILL (1) 1/2" O HOLE THROUGH STUDS
AT 12" O.C. FROM B.O. SILL PLATE
2. JUNCTION BOX INSTALLED AT 4'-6"
FROM B.O. PANEL TO B.O. BOX
ROOF RAFTERS (DASHED LINE)
3. OUTLETS INSTALLED 12"A.F.F.
TO BOTTOM OF BOX
4. EXTERIOR LIGHTS INSTALLED
64" AFF TO MOUNTING HOLE
5. 20 AMP AFCI/GFCI CIRCUIT
BREAKER IS PROVIDED TO TAKE
PLACE OF NEEDED GFCI RECEPTACLE
ELECTRICAL RESCHECK REQUIREMENTS
IC -RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSEING/INTERIOR FINISH AND LABELED TO INDICATE <-2.0 CFM LEAKAGE AT 75 Pa [402.4.5]
HEATING AND COOLING EQUIPMENT IS SIZED PER ACCA MANUAL S BASED ON LOADS CALCULATED PER ACCA MANUAL J OR OTHER METHODS APPROVED BY THE CODE OFFICIAL [302.1, 403.7]
HVAC PIPING CONVEYING FLUIDS ABOVE 105 OF OR CHILLED FLUIDS BELOW 55 OF ARE INSULATED TO >_R-3. [403.4]
PROTECTION OF INSULATION ON HVAC PIPING. [403.4.1]
90% OR MORE OF PERMANENT FIXTURES HAVE HIGH EFFICACY LAMPS [404.1]
C-"7 of
Wheat Ridge
1500 CHERRY STREET
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
109.16.2020
REVISIONS
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FRONT FRAMING ELEVATION
ALE: 112" = T-0
BACK FRAMING ELEVATION
ALE: 112" = T-0
3 RIGHT FRAMING ELEVATION
ALE: 112" = T-0
c" or
Wheat Ridge
1500 CHERRY STREET I
LOUISVILLE, CO 80027
Ph: 888.900.3933
WWW.STUDIOSHED.COM
ISSUE DATE
1 09.16.2020
REVISIONS
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F-100
Generated by REScheck-Web Software
Compliance Certificate
Project Mitchener
Energy Code:
2018 IECC
Location:
Wheat Ridge, Colorado
Construction Type:
Single-family
Project Type:
New Construction
Orientation:
Bldg. faces 180 deg. from North
Conditioned Floor Area:
200 ft2
Climate Zone:
5 (6158 HDD)
Permit Date:
79
Permit Number:
0.0
Construction Site:
Owner/Agent:
6775 West 26th Avenue Steve Mitchener
Wheat Ridge, CO 80214
6775 West 26th Avenue
0.074
Wheat Ridge, CO 80214
Compliance: 1.8% Better Than Code
Envelope Assemblies
Roof: Cathedral Ceiling (no attic)
Front: Wood Frame, 24" o.c.
Orientation: Front
Right: Wood Frame, 24" o.c.
Orientation: Right side
Left: Wood Frame, 24" o.c.
Orientation: Left side
Back: Wood Frame, 24" o.c.
Orientation: Back
Floor: Slab -On -Grade (Unheated)
Insulation depth: 2.0'
Mechanical Equipment
Heat Pump
Project Title: Mitchener
Data filename:
r CRY of
Wheat Ridge
Designer/Contractor:
Zach Bull
Studio Shed
1500 Cherry St
Suite S
Louisville, Colorado 80027
zbull@studioshed.com
� 1 �
200
30.0
0.0
0.034
7
170
15.0
0.0
0.074
13
79
15.0
0.0
0.074
6
79
15.0
0.0
0.074
6
146
15.0
0.0
0.074
11
60
10.0
0.540
32
7.7 HSPF, 13 SEER
Report date: 09/29/20
Page 1 of 9
Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Sianature
Date
CKYof
Wheat Ridge
Project Title: Mitchener Report date: 09/29/20
Data filename: Page 2 of 5
REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2018 IECC
Requirements: 100.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section
# I Pre-Inspection/Plan Review
& Req.ID
103.1,
103.2
[PR1]1
0
103.1,
103.2,
403.7
[PR3J1
a
302.1,
40
[P
Plans Verified Field Verified
Value Value
Construction drawings and
documentation demonstrate
energy code compliance for the
building envelope. Thermal ;
envelope represented on
construction documents.
Construction drawings and ,
documentation demonstrate
energy code compliance for
lighting and mechanical systems. ;
Systems serving multiple
dwelling units must demonstrate
compliance with the IECC
Commercial Provisions.
_
Heating and cooling equipment is: Heating:
Heating
sized per ACCA Manual S based Btu/hr
Btu/hr_
on loads calculated per ACCA Cooling:
Cooling
Manual J or other methods Btu/hr
Btu/hr
approved by the code official.
—
Additional Comments/Assumptions:
Complies? Comments/Assumptions
❑Complies Requirement will be met.
❑Does Not
Location on plans/spec: A -
❑Not Observable 000
❑Not Applicable
❑Complies Requirement will be met.
Does Not
Location on plans/spec: A -
❑Not Observable :000
❑Not Applicable
❑Complies
Does Not
❑Not Observable
❑Not Applicable
;Requirement will be met.
! Location on plans/spec: E-
100
City of
Wheat Ridge
11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3)
Project Title: Mitchener Report date: 09/29/20
Data filename: Page 3 of 9
Section
# Foundation Inspection
Plans Verified
Value
Field Verified
Value
Complies?
Comments/Assumptions
& Req.ID
',Requirement will be met.
[FO11]2
402.1.2 Slab edge insulation R -value.
R-
R -__❑Complies
See the Envelope Assemblies
[FO1]1
��❑ Unheated
1, ❑ Unheated❑Does
Not table for values.
I Location on plans/spec: A -
❑ Heated
��❑ Heated
,❑Not Observable',
Observable
�❑Not Applicable
',000
�,
403.9Snow-
❑Not Applicable
402.1.2
[F03]'
1 Slab edge insulation _ft
1 depth/length. li
ft ',❑Complies
li ❑Does Not
�',❑Not Observable
❑Not Applicable
I See the Envelope Assemblies
table for values.
303.2.1
A protective covering is installed❑Complies
',Requirement will be met.
[FO11]2
to protect exposed exterior
El Not
insulation and extends a
',❑Not
I Location on plans/spec: A -
',minimum of 6 in. below grade.
Observable
�❑Not Applicable
',000
�,
403.9Snow-
and ice -melting system❑Complies
Exception: Requirement is
[F012]2
(controls installed.❑Does
Not
!not applicable.
❑Not Observable
❑Not Applicable
Location on plans/spec:
',N/A
Additional Comments/Assumptions:
r CRYO
Wheat Ridge
1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: Mitchener Report date: 09/29/20
Data filename: Page 4 of 9
Section
#
Framing /Rough -In Inspection
Plans Verified
Value
Field Verified
Value Complies?
Comments/Assumptions
& Req.ID
402.4.1.1
',Air barrier and thermal barrier❑Complies
',Requirement will be met.
[FR23]1
!installed per manufacturer's❑Does
Not
instructions.❑Not
A402.4.3
Observable
I Location on plans/spec:
A-
16
❑Not Applicable
x',000
Fenestration that is not site built❑Complies
I Requirement will be met.
[FR20]1
lis listed and labeled as meeting❑Does
Not
!,AAMA/WDMA/CSA 101/I.S.2/A440
�',❑Not Observable
',or has infiltration rates per NFRC
1400 that do not exceed code
�',❑Not Applicable
11 limits.
402.4.5
',IC -rated recessed lighting fixtures❑Complies
Requirement will be met.
[FR16]2
!sealed at housing/interior finish
❑Does Not
i
eland labeled to indicate <2.0 cfm,❑Not
Observable
!Location on plans/spec:
E-
', leakage at 75 Pa.
���❑Not Applicable
��, 100
405.2
,All ducts in unconditioned spaces 1 R-
R -❑Complies
I Exception: Ducts located
[FR25]1
for outside the building envelope
Not
(completely inside the
�lare insulated to >_R-6.❑Not
Observable
(building envelope.
❑Not Applicable
'Location on plans/spec:
N/A
403.3.5
Building cavities are not used as❑Complies
l Requirement will be met.
[FR15]3!ducts
or plenums.❑Does
Not
'✓�
�',
�',❑Not Observable
I Location on plans/spec:
1000
A-
❑Not Applicable
403.4
(HVAC piping conveying fluids R-
R -❑Complies
',Requirement will be met.
[FR17]2
!above 105 OF or chilled fluids❑Does
Not
!below 55 OF are insulated to >_R- ���
�',❑Not
I Location on plans/spec:
E-
',3.
Observable
',100
i
��,❑Not Applicable
1
403.4.1
',Protection of insulation oEHVAC
❑Complies
',Requirement will be met.
[FR24]1
1piping.
��❑Does Not
i
❑Not Observable
Location on plans/spec:E-❑Not
Applicable
�100
403.6
Automatic or gravity da❑Complies
Requirement will be met.
[FR19]2
installed on all outdoor a❑Does
Not
��intakes and exhausts.�i❑Not
!Location on plans/spec:A-
Observable
',000
❑Not Applicable
,
Additional Comments/Assumptions:
City of
Wheat Ridge
1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: Mitchener Report date: 09/29/20
Data filename: Page 5 of 5
Section
#
Insulation Inspection
Plans Verified
Value
Field Verified
Value
Complies?
Comments/Assumptions
& Req.ID
303.1
',All installed insulation is labeled❑Complies
',Requirement will be met.
[IN13]2
for the installed R-values❑Does
Not
I�� provided.
il,E]Not
�1
Vl
❑Not Observable
IL
Applicable
11
402.1.1,
Wall insulation R -value. If this is a',
R-
R-__
ElComplies
',See the Envelope Assemblies
402.2.5,
!mass wall with at least'/ of the I
❑ Wood
�', ❑ Wood❑Does
Not
',table for values.
402.2.6
!wall insulation on the wall 1
E] mass
❑ Mass
i',❑Not Observable
[IN3]1
',exterior, the exterior insulation
!requirement applies (FR10). �', ❑Steel
E] Steel
��,❑Not Applicable
303.2
Wall insulation is installed per❑Complies
Requirement will be met.
i
[IN4]1
!manufacturer's instructions.
❑Does Not
�',
�',❑Not
!Location on plans/spec:A-
Observable
',,000
❑Not Applicable
Additional Comments/Assumptions:
CRY or
Wheat Ridge
1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: Mitchener Report date: 09/29/20
Data filename: Page 6 of 5
Section
#
Final Inspection Provisions
Plans Verified Field Verified
Value Value
Complies?
Comments/Assumptions
& Req.ID
402.1.1,
',Ceiling insulation R -value.
R- R -__❑Complies
See the Envelope Assemblies
402.2.1,
��,
❑ Wood ��, ❑ Wood❑Does
Not
table for values.
402'2'2,
❑ Steel ��� ❑ Steel
Observable
402.2.6
,❑Not
❑Not Applicable
303.1.1.1,
(Ceiling insulation installed per❑Complies
',Requirement will be met.
303.2
manufacturer's instructions.❑Does
Not
[FI2]1
!Blown insulation marked every,❑Not
!Location on plans/spec: A-
i t.
Observable
1,000
,300
�❑Not Applicable
402.2.3
,Vented attics with air permeable:00
❑Complies
Exception: Requirement is
[F122 ]2
!insulation include baffle adjacent❑Does
Not
!not applicable.
!,to soffit and eave vents that�',❑Not
extends over insulation.
Observable
❑Not Applicable
Location on plans/spec:
',N/A
402.4.1.2
',Blower door test @ 50 Pa. <=5
ACH 50 = ACH 50 =❑Complies
Requirement will be met.
[FI17]1
lach in Climate Zones 1-2, and
❑Does Not
i
<=3 ach in Climate Zones 3-8.
!Location on plans/spec: A-
❑Not Observable
',000
❑Not Applicable
'
403.3.3
',Ducts are pressure tested to
cfm/100 cfm/100❑Complies
Exception: Requirement is
[FI27]1
!determine air leakage with
ft2 ft2❑Does
Not
(not applicable.
!either: Rough -in test: Total
i
,
leakage measured with a �',
',❑Not Observable
�',❑Not Applicable
',Location on plans/spec:
pressure differential of 0.1 inch
N/A
l,w.g. across the system including
',the manufacturer's air handler
lenclosure if installed at time of
!test. Postconstruction test: Total
',leakage measured with a
!pressure differential of 0.1 inch
l,w.g. across the entire system
including the manufacturer's air
handler enclosure.
403.3.4
1 Duct tightness test result of <=4 1
cfm/100 1 cfm/100❑Complies
Exception: Requirement is
[FI4]1
(cfm/100 ft2 across the system or I
ft2 I ft2❑Does
Not
(,not applicable.
<=3 cfm/100 ft2 without air
!handler �',
t Observabl e
@ 25 Pa. For rough -in
,❑No
�❑Not Applicable
Location on plans/spec:
(tests, verification may need to
N/A
�loccur during Framing Inspection.
403.3.2.1
',Air handler leakage designated❑Complies
Requirement will be met.
[FI24]1
!by manufacturer at <=2% of
Not
i
airflow.
,❑Does
�',❑Not
!Location on plans/spec: A-
,design
Observable
1000
❑Not Applicable
,000
403.1.1
Programmable thermostats❑Complies
',Requirement will be met.
[Flg]2
installed for control of primary❑Does
Not
and cooling systems and
�',❑Not
Location on plans/spec: A -
!,initially
',initially set by manufacturer to
NotObservable
Applicable
',000
code specifications.
403.1.2
Heat pump thermostat installed❑Complies
I Requirement will be met.
[F 110]2
Ion heat pumps.
!El Not
!Location on plans/spec: A-
❑Not Observable
1000
❑Not Applicable
403.5.
Circulating service hot water❑Complies
Exception: Requirement is
[FI
systems have automatic or❑Does
Not
!not applicable.
accessible manual controls.
�❑Not Observable
,❑Not Applicable
',Location on plans/spec:
',N/A
1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: Mitchener Repol
Data filename:
city of
Wheat Ridge
Section
#
& Req.ID
Plans Verified
Final Inspection Provisions Value
Field Verified
Value Complies?
Comments/Assumptions
403.6.1
',All mechanical ventilation system',❑Complies
',Exception: Requirement is
[F125 ]2
!fans not part of tested and listed❑Does
Not
!not applicable.
HVAC equipment meet efficacy,❑Not
and airflow limits per Table
Observable
�',❑Not Applicable
',Location on plans/spec:
',N/A
R403.6.1.
Hot water boilers supplying heat❑Complies
Exception: Requirement is
through one- or two-pipe heating❑Does
Not
Inot applicable.
Itemperature
systems have outdoor setback
�,❑Not Observablecontrol
to lower boiler water
�',❑Not Applicable
Location on plans/spec:
based on outdoor
1 N/A
temperature.
403.5.1.1
!Heated water circulation systems❑Complies
Exception: Requirement is
[FI2
have a circulation pump. The❑Does
Not
I not applicable.
system return pipe is a dedicated
Observable
return pipe oraa cold water supply
,❑Not
�',❑Not Applicable
Location on plans/spec:
pipe. Gravity and thermos-
1 N/A
syphon circulation systems are
not present. Controls for
circulating hot water system
pumps start the pump with signal
for hot water demand within the
occupancy. Controls
automatically turn off the pump
when water is in circulation loop
is at set-point temperature and
no demand for hot water exists.
403.5.1.2
Electric heat trace systems❑Complies
i Exception: Requirement is
[F12 9]2
!comply with IEEE 515.1 or UL
Not
!not applicable.
1�515. Controls automatically
�❑Does
�',❑Not Observable
',adjust the energy input to the
�',❑Not
',Location on plans/spec:
I heat tracing to maintain the
Applicable
',N/A
!desired water temperature in the
piping.
403
Demand recirculation water❑Complies
Exception: Requirement is
[FI
systems have controls that❑Does
Not
!not applicable.
manage operation of the pump
Observable
and limit the temperature of the
,❑Not
�',❑Not Applicable
Location on plans/spec:
water entering the cold water
1 N/A
piping to <= 1040F.
403.5.4
Drain water heat recovery units❑Complies
Exception: Requirement is
[F113
tested in accordance with CSA❑Does
Not
not applicable.
B55.1. Potable water-side
Observable
pressure loss of drain water heat
,❑Not
�',❑Not Applicable
Location on plans/spec:
recovery units < 3 psi for
N/A
individual units connected to one
or two showers. Potable water-
side pressure loss of drain water
heat recovery units < 2 psi for
individual units connected to
three or more showers.
404.1
',90% or more of permanent❑Complies
Requirement will be met.
[FI6]1
!fixtures have high efficacy lamps.
❑Does Not
i
!Location on plans/spec: E-
❑Not Observable
',100
❑Not Applicable
404.1.1
Fuel gas lighting systems have❑Complies
Exception: Requirement is
[FI23]3
I no continuous pilot light.❑Does
Not
!not applicable.
�',❑Not Observable
❑Not Applicable
I', Location on plans/spec:
',N/A
401.3
',Compliance certificate posted.❑Complies
',Requirement will be met.
[FI7]2❑Does
Not
�',
�',❑Not Observable
�'I
1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 I / CSYd
Project Title: Mitchener Wheat Ridge date: 09/29/20
Data filename: k Page 8 of 9
oeuw"
Plans Verified
Field Verified
#
Final Inspection Provisions
Value
Value Complies? Comments/Assumptions
& Req.ID
303.3
',Manufacturer manuals for❑Complies
',Requirement will be met.
[1`118 ]3
!mechanical and water heating
Not
!systems have been provided.',❑Not
AIE]Not
Observable
Applicable 11
Additional Comments/Assumptions:
1 High Impact (Tier 1) 2 Medium Impact (Tier 2)
Project Title: Mitchener
Data filename:
Wheat Ridge
port date: 09/29/20
Page 9 of 5
2018 IECC Energy
Efficiency Certificate
Above -Grade Wall 15.00
Below -Grade Wall 0.00
Floor 10.00
Ceiling / Roof 30.00
Ductwork (unconditioned spaces):
.)oor Rating I
Window
Door
Heat Pump 7.7 HSPF,
Water Heater:
Name: Date:
Comments
City of
Wheat Ridge
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: V- -ry-
Job Address: ! r��y ►��% =1. is r
Permit Number:C��(
❑ No one available for inspection: Time'`'s AM/PM
Re -Inspection required: be No
When corrections have been made, schedule for re -inspection online at:
httpYAvww.ci. wheatridge.co. uslinspection
Date:_ o } �� 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:
Job Address: � ' �-°� d
Permit Number:
❑ No one available for inspection: Time �t�> AM/PM
Re -Inspection required: e No
When corrections have been made, call for re -inspection at 303 -234 -
Date: Inspector:
DO NOT REMOVE THIS NOTICE
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION
City of Wheat Ridge
Residential Mechanical PERMIT - 201901533
*** CONTACTS ***
OWNER (720)212-7100
SUB (303)466-4209
SUB (303)466-4209
201901533 ISSUED: 07/25/2019
6775 W 26th Ave EXPIRES: 07/24/2020
Residential mechanical replacing 2 and 2.5 A/C in backyard, 16 seers.
MITCHENER STEVEN M
ROSALIE COOPER
ROSALIE COOPER
018111 COOPER HEATING & COOLING
018111 COOPER HEATING & COOLING
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,716.00
FEES
A/C Replacement 60.00
Total Valuation 0.00
Use Tax 183.04
** TOTAL ** 243.04
*** COMMENTS ***
*** CONDITIONS ***
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.
I, by in 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 attesf that I am legally authorized to include al
I 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
I . This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3_ If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4, No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or gran f of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
apple code or any durance or regulation of this jurisdiction. Approval of work is subject to fyeld inspection.
aiF
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dina Kemp "'-k (,-Vn / q C/
From: no-reply@ci.wheatridge.co.us
Sent: Thursday, July 25, 2019 12:58 PM
To: CommDev Permits
Subject: Online Form Submittal: Residential Replacement Air Conditioner/Evaporative Cooler
Permit Application
Residential Replacement Air Conditioner/Evaporative Cooler Permit
Application
This application is exclusively for RESIDENTIAL REPLACEMENT AIR
CONDITIONER OR EVAPORATIVE COOLER - 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
residential replacement
AC or Evaporative Cooler
like for like?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-4567)
Property Owner Email
Address
Attach Credit Card
Authorization Form -
**DO NOT ATTACH
RANDOM
DOCUMENTS**
6775 W 26th Ave
Michelle Mitchener
720-212-7100
michelle@xvelo.com
mitchener cc auth form.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)
Cooper Heating and Cooling
018111
720-361-4245
Contractor Email Address kdaniels@coopergreenteam.com
Retype Contractor Email
Address
DESCRIPTION OF WORK
What type of replacement
unit are you installing?
How many tons is the
unit?
For AC - what is the
SEER?
For Evaporative Coolers,
what is the CFMs?
Where is the unit located
(for example, rooftop,
backyard on ground etc)?
Is electrical needed for re -
hook?
If electrical work is being
performed, you must
provide electrical
contractor's Wheat Ridge
license no. and scope of
work.
kdaniels@coopergreenteam.com
Replacement Air Conditioner
2 and 2.5
16 per system
backyard
Yes
018111
Project Value (contract 8716
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
z
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
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 Kathi Daniels
Permit
Email not displaying correctly? View it in your browser.
3
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION
City of Wheat Ridge
Residential Mechanical PERMIT - 201901533
201901533 ISSUED: 07/25/2019
6775 W 26th Ave EXPIRES: 07/24/2020
Residential mechanical replacing 2 and 2.5 A/C in backyard, 16 seers.
*** CONTACTS ***
OWNER (720)212-7100 MITCHENER STEVEN M
SUB (303)466-4209 ROSALIE COOPER 018111 COOPER HEATING & COOLING
SUB (303)466-4209 ROSALIE COOPER 018111 COOPER HEATING & COOLING
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,716.00
FEES
A/C Replacement 60.00
Total Valuation 0.00
Use Tax 183.04
** TOTAL ** 243.04
*** COMMENTS ***
*** CONDITIONS ***
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.
I 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 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 ermit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be
performed and that all work to be er ormed 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
appU,cable code oq qpy ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature ofChief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
W heat l-�,dge
COMMUNITY DEVELOPMENT
Building & Inspection Services
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits(cDci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
Plan/Permit #
�C 0/5 3
Plan Review Fee:
Building hermit Application
*** Complete all applicable highlighted areas on both sides of this form.
Incomplete applications may not be processed. ***
Property Address: Lf y0.- Cr*Z-X 5F, U3ta� - '_- g0o3 3
Property Owner (please print): S <..0-t+ Scg-e-M&til Phone: 7 ZO . Z t9. 135t�
Property Owner Email: 5LQ-J 'C G�R2�c*7k - . c orti
Tenant Name (Commercial Projects Only)
Property Owner Mailing Address: (if different than property address)
Address: �(y05_ CAA5l.
City, State, Zip: ta&iT 12.,rX„C t? U `5603 5
Architect/Engineer E-mail:
Contractor Name: Y_0__X2C4,4,v.P &vv1rJQNeo ENTta 4_ 1 LLC-.
City
LC-
Phone:
City of Wheat Ridge License #: / � 0Z.o `l Phone: % Zd . 59 Y c) 6 05
Contractor E-mail Address: f1 i G LoM E-jV. c�o r"
For Plan Review Questions & Comments (please print):
CONTACT NAME (please print): Phone: 7:0 o y y7 . V3? 0
CONTACT EMAIL (please print): %1i1/cE L�.ti+�Lo E,�✓. co.ti
Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form):
Electrical: Plumbing: Mechanical:
W.R. City License # W.R. City License # W.R. City License #
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
Complete all highlighted fields, if applicable.
❑COMMERCIAL
ZRESIDENTIAL
Provide description of work: For ALL projects, provide a detailed description of work to be
performed, including current use of areas, proposed uses, square footage, existing condition and
proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.
�pESTcn
Sq. FULF `i I BTUs
Gallons
Amps Squares For Solar: KW # of Panels Requires Structural
For Commercial Projects Only: Occupancy Type: Construction Type:
Occupancy Load: Square Footage:
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
$ Z, 9'no, oo
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER (CONTRACTO or (AU ORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and last name): DATE L
Printed Name: M46 /V47E
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS.-
Reviewer:
OMMENTS:Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE:
Building Division Valuation:
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Bldg Value
10/26/12
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Ryan Harkness
Sent: Thursday, October 25, 2012 11:42 PM
To: DeVon Clements
Attachments:6775 West 26th Ave E
i
a%n@mmV&g'g=ri wm
720.233.8419
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DATE :
A CERTIFICATE OF OCCUPANCY IIAS BEEN REQUESTED FOR:
6 7-7 S Cv - c;?- CP -t~" l1~
PURPOSE OF STRUCTURE:
Building Dept.Approval:
Remarks
Zoning Approval:
~
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Remarks r1 /V✓-
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DATE: ~ (13-~6
TO: PUBLIC WORKS DEPARTMENT
FROM: Building Department
RE: aV - O-D -L ~-V~
The property at 677a WLa6 6'""~ has been
signed off by the Building Department and is ready for a CO
inspection.
Once the inspection has been completed, please inform the
building department as to the status.
Thank you.
PUBLIC WORKS APPROVAL ~jV ~;t(L IzD . Ve • 6 1 1.0 / `45'
Remarks:
INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500'~~~T 41th AVENUE
- (303) 234-5933
INSPECTION RECORD,,;_,.,,,
J08ADDRESS_ 6775 W. 26th Avenue
BUILDING PERMIT N0. ` 95-2142 DATE ISSUED 10/27/95
nwruFa Charles Avery
CONTRACTOR _ General
SETBACKS FROM PROPERiY LINES: NORTH
SOUTH
DO NOT POUR FLOOR WNTIL ABOVE HAS BEEN SIGNED
EAST
West
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION
DATE
INSPECTOR
Foundations
Footin s ~L'
Caissons
Reinforcin or Monolithic
O
Weather roofin
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Fioor:
Electrical Ground Work
Plumbin Ground Work T,• ;,/l
Heatin Ground Work
h
iugh Heating & Ventilation o.
/ahnva mirst he sinned nrinr tn framina
Pramin
%
i 9 r
-~G
Insulation
k
,
D wall nailin r Ka~
o ; .
43,G
Roofin
Refri eration
Electrical under round
Final
Electrical Fixtures
S
~
Plumbin Fixtures
G
Heatin &Ventilaf;.,on
~
Landsca e °rarkin
R.O.W.B ,raina
Fire Der>' artm n
Jr Com leted
~
-Tco
S
ACCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
t- o OCCUPANCY IS ISSUED
Services
I TYPE OCCUPANCY
~ PROTECT THIS CARD FROM THE WEATHER
a, .r , ;c ,y .•.C ~"V?' ~n1~'Wia"~a~+~~4 t •a, •e , n aafa~*~ r ~'5:=~'--a+r :a3 n „~^n;cra~..,t,.~ r^~a~"ek~"tC,Mnk;r+ai<~:~k5
` DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 2516
` BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date : 1/18/96
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner : AVERY CHARLES R
Property Address : 6775 26TH AV Phone : 238-4261
Contractor License No. : 18232
Cqmpany : Aaark Heating & A/C, Inc. Phone : 431 8015
OWNER/CONTRACTOR SIGNATURE OF UNDERS7ANDING AND AGREEMENT
ConsVuctlon Value :
$1,595.00
I hareby certify lhat the setbadc diaTnncea propoaed by this peimit applicetion ere exurate,
permit Fee :
$37.00
and do not violate appliceble ordinances, rules or regulatlons of the City of Wheat Ridge or
h
d
ll
ti
00
$0
own, an
a
ege
ons
wvenants, easemanU or reatricHons of record; that all measurements s
Plan Review Fee :
.
made are accurete; that I have read arnl agree to abide bY all Conditlons priMed on this
applkaUon, and Nat I assume full responsibll~y tor comp lience w8h the Wheat Pldge ' Building
Use Tax :
$23.93
Code (U.B.CJ and all other applicabb Wheet R Q dinances, w der ia pertnit.
SIGNED q E~
NTRA
70R
G Total :
$60.93
)
(OWNER)(CO
C
Description : REPLACE FURNACE
BUILDING DEPARTMENT USE ONLY
Approval :
Zoning :
Approval :
Approval :
Occupancy : Walls : Roof : Stodes : Residentlai Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : ExpiraGon Date :
Approval : Approval : Approvai :
s ■ l■
iawsamssmreacaor.aowdromezo~rw
(1) R~.~"y.u-u~. pemft ""~ds~wac de~a'w°i,~WtRicao:do« m ~omer `ii~bomi'~iaecity.
(2) I IN! PlRNI9h0~18i(plf8 ~I@ WIXk 8Ud10 Is irol tomme~etl wlthln Nxly (80) day6 hom iasua tle0e or (B) ihe 6uI1tlMp aWwrized le auspentle0 ar
W
8b911fJMBC /Of 8 P81'~0~ 0/ 1 8.
uNkes ahe~row maY ~~Qulred for a fae o1 are-helf ihe artauM normeily requlred. oiovided rro chenpea na~re teen «wn ne made in me
rc m~s p~mn e~rsn, a
wiginal plans arM apedlla anE arq wsoens~m a aberMOnment has not e~cceetletl one (1) year. M Manges are ma0e M d suapenslai or ebandonmen[
excea0s orre (t) YearfN be PeM for a riew oertnk .
t4 No work ot a~ry mamMr MaH be tlone that vnll dienpe a,e naNial flow a water causi~ a dralnege prodem.
(s~ cona.cror anau muN me euam~q ine~eet~ twenry-fow (2s) houn In atlva~e for all meDectlons ana ahNl m~ive wAtten app~oval on IneP~ cam bafore
Mp wilh euemasive ohew W tne bb.
(e) ot the buiWirq cotles~~ any~hWhBf OR~If19fIC8, N~B OdfBQ ~~tlOfIB DhOII Iql bB CdIeWBd lO b! t pMIM~ }Of110f N O~fOVY~ 0~BIIY Nd9110110/ UIB pfOVlSlq18
THIS PERMIT VALID ONIY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 2345933 24 HOURS PRIOR TO INSPECTION
7 l !5 ~0'~
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855 Date: /°z~"96
CITY OF WHEAT RIDGE I-7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner :
Property Address Phone :
Contractor License No.
Company : /~i~/ ✓Lk f'/1 ~d- ~ ~r~c~ Phone : Z131" d~ ~S
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certity that the setback distances proposed by this permit appliwtion are aceurata,
and do not violata applicable ardinances, rules or regulations of the Ciry of Wheat Ridge or
covenants, easements or resMc[ions of record; that all measurements shown. an0 allegations
made are accurate; that I have reatl and agree to abitla by all conditions pnnted on this
application, antl that 1 assume full responsibdity for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ri e rdinan es, f: wo ur~yer this pertnrt.
l/
(OWNER)(CONTRACTOR) SIGNED '-dATE~-/~
i -
Description : Fg~'( ! i 2 cC CC
~ I
Approval:
Zoning :
Approval :
PniK~f6=VVg~!l~md~lY~s.''.
Approval :
Occupancy : Walis
Construction Value : I j$ y,s vO
Permit Fee :
Use Tax:
Total :
l"GC`=/Y4`'•'L~
BUILDING DEPARTMENT USE ONLY
Roof : Stories : Residential Units :
Electrical License No : Plumbing License No Mechanical License No
Company :
Expiration Date :
Approval :
~ Pffins-Requlred
Company :
Expiration Date :
Approval :
_3 PfAns Required ~
Company :
Expiration Date :
Approval:
A > P&MM'Q4n9&J
(1) This permit was Issuetl In accortlance with the provisions set forth in yopur application antl is subjecl ro the laws of the State of Coloratlo anE to the Zoning
Regulauons anG Building Coae of Wheat Ritlge, Coloratlo or any other appliwble ordinances of the Ciry.
(2) This pertnit shall expire rt(A) the work authonzed is not commenceA wilhin sizry (60) tlays from issue date or (B) the building authorized is suspentletl or
abantloneE br a penotl ot 120 days.
(3) If this permit ezplres, a new permit may De acquiretl for a fee of one-balf the amount nortnairy required, provitled no changes have been of will De matle in the
onglnal pWns antl specifiradans antl any suspension or abantlonment has not exceeded one (1) year. If chan9es are matle or rf suspension or abanEOnment
eaceeds one (1) year, fu0 fees shall De paitl tor a new pertnrt.
(a) No work ol any manner shall Ee tlone ihat will change the naNral flow of water causing a araina9e proClem.
(5) Convactor shall nofity the Building Inspector twenry-four (24) hours in a0vance for all inspectwns antl shall receive wntten aDProval on inspeclion wr0 before
proceetlnrg with 5uae5sive phases ot the job.
(fi) The issuance of a permit or the approval of tlrawmgs antl specifications snail not be construetl to be a permrt tor, nor an approval of, any violation of the provisions
of the bu1101nq co0es of any Othef oftlinance. Idw. rule or regulation.
Chief Building Inspector
For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
"Fl:£. UkEP/kFtTMENT OF PWNNING AND DEVELOPMENT Building PeRnit Number : 2468
> BUILDING INSPECTION DIVISION - 235-2855
' CITY OF WHEAT RIDGE Date : 1/5/96
7600 WEST 29TH AYENUE
WHEAT RIDGE, CO 80215
Property Owner : AVERY CHARLES R
Property Address : 6775 26TH AV Phone : 2384261
Contractor License No. : 18232
Company : Aaark Heating 8 A/C, Inc. Phone : 431 8015
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby ceNy Nat tlis aetbadc dlstances proposed by this pertnit e
and do not viokte apWkebb ordinances, rules or repulatbna of Me
covenants, easemeiib or reatrictbns ot record; thet ell measuromei
mada are aacurate; ihat I have read and agne to abide by ell condi
application, and tlreYI assume NII responsibpiry~ mpl'4 nce wd'h
Code (U.B.CJ and all oMer epplicable WherR Ordxincee,
(01NNER)(CONTRACTOR)
Description : FURNACE AND DUCTWORK
Construction Value :
$2,195.00
Permit Fee :
$54.00
Plan Review Fee :
$0.00
Use Tax :
$32.93
Total:
$86.92
BUILDING DEPARTMENT USE ONLY
Approval :
Zoning :
Approval:
Approval :
Occupancy : Walls Roof : Stories : Residential Units :
Electricai License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
9 m 0
(1) Re9 ~atl~On m~idB~WWdinp Co)of nWlieat~R~ C~doir~ado a ar~ry oUN~epW~ b a~din n~ owf Me C~ lewa ot Ihe Shfe ot Colwado and b the 2oMrN
~Z) ~rW~aned ro~r a pe~iWtlM~130 Aeywak BUdblfZed is rrot eommence0 wilMn alxH (80) daYa from iasue daie a(B) tlie bulWinp autlaAzad la euspandetl a
(3) H Ihla permil p~ifa6, e new penret may OB acqWred Aor a fee of one-hel( tha ertauM notmedy requfred, provkled no diarpee have bew~ or wlll be matle In ihs
«qt
a+na sneeMe+tions ana.iry ewpa naan «awritlonmeM hss na e,masaea o~o c+) r~r. n a,enpea are mada or n w.penawn w ew~aonmoM -
exaa C7) ye~. NU teee enep ne pew far a new pxm~t.
(4) No my mennx ehell ha Oona that wiH charpa ths nNUrai Ibw M waier causinp a drainaye qoWem.
(5) Cpoontl~e Bu~iWainapa eInd~pM~e ~rbtwmry'kw (24) houro in advance for all xispecUOna and aheH recaive wrillen approval on Mspectlon eard Esfaa
all nd be canstrued to be a Deimit tornor an aPProval oi, anY vblatlan M tl~e proWtbna
(8) ofTM~ rq ~~a~al, o/d ~nps and~ ~tbna eh
fding Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CAII: 234-5933 24 HOURS PRIOR TO INSPECTION
uZ3'SSG3L~
DE,PARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Properry Owner : ~ kiuCk 4veQY
PropertyAddress: 6- 2 2 $ Phone: 230 -
Contrector License No. : ~e_~ 3 Z...
Company: /M FMLr- Nn ~J-I e- -~`^c- Phone:y~/ j'
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certiry that the setback distances proposetl Oy this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easemenls or restrictions of record; that all measurements shown, and allegations
made are accurate: that I have read and ayree to abide by all conditions printed on [his
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other appliwble Whea Ritlge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED ~ DATE
Description: Rl- Attr a/uc)~-l-'oZe
Construction Value :'2- 1 9S• U t:
Permit Fee : 5 y u c;
Use Tax : S-y d,~e
Total : 10
BUILDING DEPARTMENT USE ONLY
Approval:
Zoning :
BMtdtn123n-m~~A
Approval:
FIMMar~c~61n~
Approval:
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company: Company: Company: 3 )L'
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
I S~wu..~a~i. v.~ m Nt9tYia .
(t ) rnis permit was issued in accordante wiN the provisions set IoM in yo0ur applitaEon antl is su0~ecl to the laws o( the SGte of ColoraOO anC to the Zoning
Regulatlons antl BuilCing Code of Wheat RiEge, Colorado or any other applicable ortlinances ot ~e City.
(2) This permit shall expire if (A) the work authonzeE is not c.ommenceE within sixry (60) Caya hom issua date or (B) the builtlinp auNOnzed is suspended or
a0andonea for a panod of 120 daya.
(3) If Nis pertnrt ezpires, a new pertnit may be acquiretl Por a lee of one-half the amount normalN required proWded no ohanqes have been w will6e maEe in the
onginal plans end spedficationa antl any suspension or abandonment has nol ezceeAed one (1) year. If chanpes ere made or if auspension or abantlonment
exceeds one (7) year, (ull fees shall Oe paitl tor a new permil
(4) Na work of any manner ahall be tlone that will changa the natural flow atwaler wusing a dreinage prablem.
(5) ConVactor shall notiry the Builtling Inspector lwenry-four (24) hours in atlvance br all inspections and shall receive written approval on inspectian cartl betore
proceetliing wiN succassive phases ol the job.
(6) The issuance of a permit or the aOProval ot tlrawings antl sDetifwtlons shall not be construetl lo Oe a permit lor, nor an approval ot, any violatian of the provisions
of the CuilCing codes or any other orEinance, law, rule or regulaUon.
Chief Building Inspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
' )DE BUt G INSPECTtQiFI DIYt310Nf 235- 855 NT Building Permit Number : 95-2142.
C11'Y OF VYHEAT RIDGE Date :10/27/95
WHEAT RIDl3E, C0 80275
Ptoperty Owner : AVERY GHARLES R
' Properly Address : 6775 267H AV Phone : 238-0261
ContraGtot Licerlse No. : 18607
Company : Gerieral'BuiWing Services Phone : 4230773
ONMERlCONT4tACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value :
Permk Fee :
Plan Review Fee :
Use Tax :
Total
$252.00
$0.00
$375.00
$627.W
BUILDING DEPARTMENT USE ONIY
Approvel :
Zoning :
ApprovaL•
RpPtov81:
pccupancy ; VNalls : Roof : Stories : Residentlal Units :
ElecUical Lkcense No :/5~D 9/ Plumbing License No : l 81 9 y Mechanical License No :
Company : Y.a'~, ' Company : Vitv e-vs &'L°c ..xG_r N~ompany :
0
Expiration Qate : o?-aF'S7 Expiretio te ~ Expiration Date :
ApprovaC(Sf,k✓Approv : /WProvai:
(1) 7MS wu beued m awada_rm k+e vmNShn.eet ram m yop~,raaW~ aiw M eu~Cxm me uws a ab swe or caoraao a~a ame zanwao
.
m4 BuIWinp Cods aNAw~te RCoMxado «siry otlier aoolkmhis ordkwncss M M.
t~ aMMt mar+xpke B y~ti+e wonc ro ~oa mm„sncea wm,tn NztY (80) days hom baue tlata w(B) Ihe Cupdinp auUaifzsd b euependsd or
ahfnd0i#edlWa 120
(3) Itthb pwmiluplin, a new mmY ds+a7urfd tor a Na M ontrheH the emouM nwnwlN ro9u~rod, ProNded no eherqe~ hsve.bsen awYl tis medeln Ihe
orlyqW plehs+qW and aM* sI a~u~tlonm~t hee not mccaadW are (t) Year. N chenGes aro made or Nwapenelan a aDVidmment
. aXasWsanel1lY~.R~tltlar ttuNbepAW(n~opermIt.
4 NowWOAtdi!4'meruwalqNbstbrret~Nr~~dfv+alihenttuwiflowofwelerawlrq adreinsOeProbkm_ .
W &AWkq kupeC~'~av~nty-rour (24) noure In aavence ror all fmaa ana snuI rKeive M. apporelon mepeabn aad eewe
~g; Cpqy~pf ~.t~ tlfy~~
Eamoo* M
(8) a D~ a IpM aPPewa IM
IriwMps erw.peanneors .neu na ca =.wm m ne . aermn wr, oorw .Wowi m, .nv woudia, wma oro~
. . ot Cddee oranYOtlNr adlnMOa; hw. rub a repulatlai. . Mo
Ch uikJ'ing Inspector For Mayor
P"ERMFT VAtID bMLY NW*N SIGNED BY THE CHIEF BUILDtNG INSPECTOR AND MAYOR
CALL: 2344033 24 HOURS PRIOR TO INSPECTION
~
(tHMJER)(CONfiRRCTOR) 31GNE~ DATE
pescriptlon : addition to singie famNy residence
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 1~ ~
BUILDING INSPECTION DIVISION - 235-2855 ~
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Properfy Owner:
Property Address~ v'i
: ~1
Phone
Contractor license No. :
Company: ~iv~On7 Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit appliwtion are aceurete,
and do not violate applicable ordinances, ruies or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of recortl: that all measurements shown. and allegations
made are aeeurete; that I have read and agree to abide by all wnditions printed on this
application, and that 1 assume full responsibiliry for compliance wlth the Whea[ Ridge Building
Code (U.B.C.) and all other appliwble Wheat Ridge ordinances, for work untler this permrt.
(OWNER)(CONTRqCTOR)SIGNED /fi~I. DATE /G ZG I
Description : ; L:` ~ ~ •
.
Construction Value : a s ccX: "
Permit Fee :
Use Tax:
Total :
BUILDING DEPARTMENT USE ONLY
Approval : hn--
Zoning : ¢ I
Approval :
goof amspinglim
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electncal License No :
Company :
Expiration Date :
Approval :
_j ; Pfans Rftlitred,- I
Plumbmg License No
Company :
Expiration Date :
Approval :
J Pttns Required ~
Mechanical License No :
Company :
Expiration Date :
Approval :
(1)
This permit was issuetl in accoManc
Re9ulalion5 and Builtling Cotle o( Vv
(2)
This permrt 5ha11 ezpire if (A) ihe wo
abantloned lor a penod of 120 days.
(3)
If this permit eapires, a new permit n
original plans and speafirations and
exceetls one (1) year, lull (ees shall
(4)
No work of any nner snall be tlon
(5)
Contractor 51~at n Lry ihe Builtlin9 h
proceediinqWdh uaessrve phases
(6)
The issu~ice o a perrpt or the appr
of the biAltlin tlespr any other or
Chief Building Inspector
wrth the provisions set forth in yopur appecabon and is subjecl to the laws of the State ot Colo2tlo and to Ne Zoning
~at Ridge, Cobratlo or any other applicable orEinances of the Cily.
authonzed is not commenceE wiNin sixry (60) Oays hom issue tlate or (B) the building auNOnzetl Is suSpenEeO or
y bE 3CQuif2E /Of a f2E Of OnE-h21f th2 amouni nOfrtlally rEpuifEd, pfoVitletl n0 Ch2ngE311aVe 6een of Will OE m2tle in Ihe
ny suspension or abantlonment has not exceedeE one 0) year. If change re matle or it suspension or abanAOnmenl
~ pai0 for a new permit.
;hat will change the naturel flow of water causin999 ~~~a Oranage problem.
xcror M1venry-tour (24) hours in atlvance lor alecnons and shall rec ive ~ri?f@q ap{goval on inspec6on cartl bePore
ie job.
Of tlrawing5 and SpEGfit3tions shall noi be fon tru ~o be a
ic I rule or regulation. ~ ~
.yju For Mayor
ot )/iy violation of Ne provisions
PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTQfj/AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPAItTMENT OF pLANN=Na
REQIIEST & D~ELOPMENT
FOR
Date• PIIBL=C wQRRB REyIEW
• ~~f - ~ 6 - S~
8
9. ~
10.
11.
12. L~
Is a traffic impact analysis and report required?
Y &
Is a State Highway Access Permit needed? ~
Y N
New roadway or alley R.O.W.
If yes, what is recommended: dedication is recommended: Ne
All existing dadicated roadways and alleyB maet the standarde of the
City:
IP no, which do not and what is raquested:
13. G All existing and proposed dedications have been reviewed and found to
be: ~ O _Not OK; refer to numbers 11 & 12.
14.~- Appr al: Th Public Works De artment has reviewed this request and
ul a gis it approval, subject to the above and/or attached
jgn p
ns. at e
Date
15. _ The Public Works Department has reviewed this request and does no
approve for the reasons stated:
Signature
16.- ~
17, ~
18• ~ Swnmary Comments• :
Location: `77S /.i,
2. ~ Area:
Case/BUilding permit No.
Please re w the attached materials
a~~ r submitted in a
below, and please add . and indicate pplication for approval of
any other comments w YOur decision on those it ems c heck
Boundar You may have under number 18.
y Closure; r pK Not oK•
3. ~
4. _
5. _
6. ~
7. ✓
Acres
square Feet
Drainage:
a• Drainage plan (and report) needed
b• Drainage plan not needed
C. Drainage provisions have be
OK n reviewed and are found to be:
Not OK•
, refer to stipulations
NPDES Permit Requirgd
Y
Legal Description: F OK If not okay, please explain: 2Jot OK; refer to etipulations
Public Improvements:
a• Street paving needed y p
C. Sidewalk needed Y b• ~rb & Gutter needed Y
• Storm Sewer
t-Ev d• Street Lights needed Y
e ~
If Escrow needed Y f. Escrow re
required, for what improvements' . ~ired y
In what amount?
Development Agreemant required
If Yes, for y
All necessary documents have been initiated
attached hereto: by Public Works and are
Stipulations attached: ye8
No
Date
DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY:
- , rePer to Stipulationa
As\YLAN&DEV.FRM (FORMS)
DEPARTMENT OF COMMUNITY DEVELOPMENT M94#
7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0.19574
234-5933 P.O. BOX638 CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONIY WHEN SiGNED BY TME CHIEF BUILDING INSPECTOR ANC RECEIPTED BELOW
nPPi ~CATION FOR MISCELLANEOUS PERMIT
JOB ADDRESS t
l /
OWNER
- A
1
~
~ ~
CONTRACTOR _
14C.
,
7
ADDRESS r'
~
L
k
PHONE ~ 3 0- ZIP CODE
ADDRESS
o
ZIP CODE
CONTRACT PRICE $ d
CITY
_ z~/9
A.~r.~
nnr❑ 7 /yf5,/
'H
ONE i
w a. , - , "w. -y._.~--
❑
ll❑
W
Proietlinp❑
Othn
SaDFece
I. TYPE GrounJ
o
2. MATERIAL
Total SQuore Feef
❑
P
Eti
t
rmif No
SIGNS
3. ILLUMINATION Yas❑ No
TYDe
.
c
.
e
4 SET BACK FROM PROPERTY LINE N
_ 5_ E
_ W
Zone
_ Apprwed,ZOne I^sMe1er
❑
❑ ❑
praed
Diw
(SDecify wnicn is front)
❑
p
1. TYPE SolidE:l More Thon BO% ODan❑
Len Thon 80% Oqn
MATERIAL
?
Hepht
FENCES
.
SET BACK FROM PROPER7Y LINE N
3
S_ E
_ W
Zme
_ APMwW,2om Inspeetw
.
❑
❑ ❑
Dravsd
Diso
(SPeufy whieh itfront)
❑
p
T
1. v
~
OTHER
Z
3.
+F
UueYn
-
a'~Sl/rl
DRAW SKETCH OR SHOW BELOW, TME FENCE,SIGN,OR OTHER STRUCTURE,61ViHG DISTANCES FROM PROPERTY LINES.
(SETBACKS OR PROJECTIONS INCLUDEO)
~
SPECIFY NORTH
STREET NAME
$HOW OISTANCES FROM THE MAIN BUILDING TQADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR IATS,SHOW LEAST
DISTANCE TO PROPERTY lINE5,N0T MAXIMUM OR AVERAGE DISTANCE.
APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT
THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATEDWORK ONLY l1PON VALIDATION BY THE BUILDING INSPECTION DIVISION.
ocannir wu i FXPIRF 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME.
ELECTRICAL PERMIT
PLUMBING PERMIT
MECMANICAL PERMIT
STATE UCENSE N0.
SiATE LICENSE N0.
ALUMINUM WIRE UNDERSRE 8 ILLEGAL
FLOOR
BSM
15T
2ND
3RD
4TH
NQ
FUEL;CiItMOM Go{OU ElseSdor
~
WATER CIASET
FORCED AIR - BTU
TEMPORARY METER
WASH BOWL
HOT WATER - BTU
NEW SERVICE - AMPS
BATH TUB
STEAM - BTU
CHANGE SERVICE-AMPS
SHOWER
AIR fANDIT10NING-BTU
LIGHTING
SINK
OTNER
HEATING
GARBAGE DISV
REFRIGERATION S`/STEM
POWER SUB-pFCUITS
WATER MEATER
Retri eronf Gloup
UTILITY(RANGE,DISPOSEA,ETC.)
AUTO.WASHER
Pounds CAOr •
DISH WASMER
AUTOMATIC SPRINKLER SYSTEM
FIXTURES
WIRING MOTORS 9 CONTROLS
FIDOR DRAIN
ELEVATOR
IGNS
S
URINAL
TRANSFORMERS 9 RECTFIERS
SEWERS
ADDiTION TO OLD WORK
OTNER
MOTORS OVER I NP
TOTAI FI%TUAES
I hsreby oeknowledQe ihat thia apDlica-
tion is correct and understand thot I
tonnot ttart this Drojett unfil this oOGli-
Cation is apOroved. I shall tomply with
fAS lows oi the 51ate o( Colorado and to
the Zoninp Repulafions and Bwldinq
Code of tAe City of Wheat Ridpe. Any
violation of tne abovs terma will cause
immediale revocotion of 1hia Dermit
~M
o
manu anemn
7PERMITFEE ~ NOT VALID UNLE55 REGEIPTI
L1 jSPECTOR,Citty~af Wheat Ridqe
CALL 234-5933
24 HOURS IN ADVANCE
7- l 1~'_-q . J FOR INSPECTIONS
Date Issued
7500 WEST 29th AVENUE
237-6944 EXT. 255 P.0 . BOX 638
ocDl11T VAI In ONI.V
DEPARTMENT OF GOMMUNITY DEVELOPMENT INS BCITYDI OF W EPATCRIDGE, COLO.N
BY THE CHIEF BUILDING INSPEGTOR ANC RECEIFTED B; TDW.
JOB ADDRESS
CONTRACTOR ""r c~=5,°
ADDRESS o 'e ZIP CODE
cirv 2 3 6/ ~ uceNSe No.
PLUMBING PER
PHONE j~
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I. TYPE GrounE
o
Total gyuare FNt
2. MATERIAL
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glKt, permit No.
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$IGN$ 3. ILLVMINATION
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W
Zone_
_ ADDrwad,2Ms Inspoc
4. SET BACK FROM PROPERTY LINE N
-
0
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0 0
Diiopprovsd
(Spacify whi~h ia fro~~)
Solido Mon TMn 80% Opa^~
Less TAOn BO
% OM^
I, TYPE
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MATERIAL
E
M'
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AODfa'.ZOM In@pecta
FENCES 3 SET BACK FROM PROPERTY LINE N
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(Spacifywhiehiafront)
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OTHER I2
3.
STRUCTURE
pRAW SKETCH OR SHOW BE~us NL~UDED)E,SIGN,OR OTHER ,GIVIH' OISTANCES FROM PROPERTY UNES.
(SETBACKS OR PROJ
~
SPECIFV NORTH
STREET NP.ME
~
SHOW D157ANCES FROM THE MAIN BUILDING TPADJOINING FIOUSES, STREETS, ANO PROPERTY LINES~ ON IRREGUTAR LATS, SHOW l FA,~T
DISTANCE TO PROPERTY lINES, NOT MAXIMUM OR AVERAGE DISTANCE.
pPPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THE
BYTHE
VALIDATION
UPON
NLY
INDICAT
LDING THIS APPLICATION ERWILL MIT WIOLMEXPPRE M80 DAYS F RFORM OM THE OATE OF E SUANCEOIF WORK IS NOT STARTED WITHIN TIHAT TIME INSPECTION DIVISION.
- MIT MECHANICAL PERMIT
ELECTRICAL PERMIT
STATE LICENSE Nb
1MINUM WIRE UNDER S1ZE 8 ILLETEMPORARY METER
NEW SERVICE - AMPS _
CNAN~E SERVICE-QMPS
LIGNTING
MEATING
WIRING MOTORS 9 CONTROLS
SIGNS
TRANSFORMERS 9 RECTFIERS
ADDITION TO OLD WORK
..nTnvc nVFR I HP
I hsroby ocknowledpe thot this aODlica- '
tion it correcl end understand Mat I
tOnnot ftart this DrojeW until thie apDli'
cotion ie aPCroved. I shall comply with
ihs lawa of the S1a1e of Colorado and 10
tM ZoninQ Requlntions ond Bwldinq
Code of the City of Wt+eat Ridpe. AnY
violation of the above terme will couse
immediale ,evo[atian of this permit
r
eolic • 4lonemr
STATE LICENSE N0.
WASH
DISH WASHER
FL.pOR DRFIN
SEWERS
PERMIT FEE
usE Tax
TOTA
APPROVE
CHIEF BUILC
PERMIT N0. r1921I17891
_LNIVLVV/
OWNER {~✓£rc.
,
ADDRESS 6 7 w 1 3 ZIP CODE
PHONE
CONTRACT PRICE $
DATE
$
INSPECTOR,City of Wheat Ridge
Date Issued C
NOT~ VALID, U.Nles ~ cwr 1c~
(l~i7
~a
f_ T
93
CALL 237-8944 EXT. 255
24 HOURS IN ADVANCE
FORINSPECTIONS