HomeMy WebLinkAbout52 Hillside Drive� ► � i City of Wheat Ridge
Residential Carport PERMIT - 202100195
PERMIT NO: 202100195 ISSUED: 03/02/2021
JOB ADDRESS: 52 Hillside Dr EXPIRES: 03/02/2022
JOB DESCRIPTION: Carport attached to north side of the primary home.
Sq ft: 481
*** CONTACTS ***
OWNER ( 213) 840-0603 FEL I C IANO ANGELO
GC (720)876-8760 ROBERT ELLIS 210009 SPECIALTY REPAIR SERVICE CO
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,000.00
FEES
Total Valuation 0.00
Plan Review Fee 215.22
Use Tax 378.00
Permit Fee 331.10
** TOTAL ** 924.32
*** COMMENTS ***
*** CONDITIONS ***
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.
As part of the foundation inspections and PRIOR TO proceeding with any further
construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation
Certification shall be submitted to the City for review. The certification form shall be
fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating
that the foundation was constructed in compliance with all applicable minimum setback and
elevation requirements of the City.
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.
Approved per Case No. WA -20-03
For one- or two-family dwellings, the first twenty-five feet ( 2 5 ' ) of driveway area from
the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick
pavers or similar materials. A right-of-way permit may be required; contact Public Works
Department at 303-235-2861.
Prior to issuance of a CO, 2 tree(s) shall be planted within the front setback.
In addition, no less than twenty-five percent (250) of the gross lot area and no less than
one hundred percent (1000) of the front yard shall be landscaped.
1* � � i City of Wheat Ridge
�� Residential Carport PERMIT - 202100195
PERMIT NO: 202100195 ISSUED: 03/02/2021
JOB ADDRESS: 52 Hillside Dr EXPIRES: 03/02/2022
JOB DESCRIPTION: Carport attached to north side of the primary home.
Sq ft: 481
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original 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
�pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
03/02/2021
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
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: Sunday, January 31, 2021 10:46:29 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 52 Hillside Dr.
Property Owner Name Angelo Feliciano and Janis Bryce
Property Owner Phone 213-840-0603
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email angelofeliciano@yahoo.com
Address
Attach City of Wheat Electronic Payment Form - Revised 5-1-20
Ridge Electronic Fillable 202005011620013849 202006081141368198.Ddf
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
CONTRACTOR INFORMATION
Contractor Business SRSC- Robert Ellis
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)
210009
r`z�arc�:rc��
Contact Email Address robert@srsc.co
for
Questions/Comments
Retype Contractor robert@srsc.co
Email Address
DESCRIPTION OF WORK
Detailed Scope of
Carport attached to north side of the primary home
Work - Example:
Detached Garage with
Electrical;
Unconditioned shed
Square Footage of
481
Accessory Structure
Engineering Letters
2020-10-13 52 Hillside Drive FOR PERMIT RBH
and Other Letter Size
STAMPED Ddf
Attachments
Construction Plans
ArchPlans 52HillsideCarnort 10-16-2020.Ddf
scanned on 11'x17" or
larger
Project Value (contract 18,000.00
value or cost of ALL Valuation of $18,000
materials and labor) is OK. - RS
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 Angelo Feliciano
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.
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Project number CD54155
Project status FOR PERMIT
Date 10-12`2020
GENERAL NOTES
City of
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Date 10-132020
1. USE THE ABOVE FASTENING SCHEDULE UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.
2. STRUCTURAL COMPOSITE LUMBER (5CL) WHICH INCLUDES LAMINATED VENEER LUMBER (LVL),
PARALLEL STRAND LUMBER (PSL) LAMINATED STRAND LUMBER (LSL) AND ORIENTED STRAND LUMBER QQ
(OSL), SHALL BE FASTENED PER MFR REQUIREMENTS. TABLES a
3. RE: DIAPHRAGM SCHEDULE FOR FLOOR AND ROOF SHEATHING FASTENING REQUIREMENTS. City of
SCHEDULES
Ridge S1.1
ding Division
FASTENING SCHEDULE 1
(IBC TABLE - 2304.10.1/IRC TABLE - 8602.3(1]]
DESCRIPTION OF BUILDING NUMBER AND TYPE OF SPACING AND
ELEMENTS FASTENER LOCATION
ROOF2
3 - Sd COMMON (0.131" x 2-1/2"]; OR
1. BLOCKING BETWEEN CEILING JOISTS, 3 -10d BOX (0.128" x 3"]; OR
RAFTERS OR TRUSSES TO TOP PLATE OR 3 - (0.131" x 3") NAILS; OR EACH END, TOENAIL
OTHER FRAMING BELOW 3 - (14 GA. x 3"] STAPLES, 16" CROWN
2 - 8d COMMON (0.131" x 2-1/2")
2- (0.131" x 3"] NAILS EACH END, TOENAIL
BLOCKING BETWEEN RAFTERS OR 2 _ (14 GA. x 3") STAPLES
TRUSS NOT AT THE WALL TOP PLATE, 2 - 16d COMMON (0.162" x 3-1/2")
TO RAFTER OR TRUSS 3- (0.131" x 3") NAILS END NAIL
3 - (14 GA. x 3"] STAPLES
FLAT BLOCKING TO TRUSS AND WEB 16d COMMON (0.162" x 3-1/2") @ 6" O.C.
(0.131" x 3") NAILS @ 6" O.C. FACE NAIL
FILLER (14 GA. x 3") STAPLES @ 6" O.C.
3 - Sd COMMON (0.131" x 2-1/2"); OR
2. CEILING JOISTS TO TOP PLATE 3 -10d BOX(0.128" x 3"); OR EACH JOIST, TOENAIL
3 - (0.131" x 3") NAILS; OR
3 - (14 GA. x 3") STAPLES, 16" CROWN
3. CEILING JOIST NOT ATTACHED TO 3 -16d COMMON (0.162" x 3-1/2"); OR
4 - 10d BOX (0.128" x 3"); OR
PARALLEL RAFTER, LAPS OVER 4 - (0.131" x 3") NAILS; OR FACE NAIL
PARTITIONS (NO THRUST) 4 - (14 GA. x 3") STAPLES, 16" CROWN
4. CEILING JOIST ATTACHED TO
PARALLEL RAFTER (HEEL JOINT) PER TABLE 2308.7.3.108 8802.5.2 FACE NAIL
3 - lOd COMMON (0.148" x 3"); OR
4 - 10d BOX (0.128" x 3"); OR
5. COLLAR TIE TO RAFTER 4 - (0.131" x 3"] NAILS; OR FACE NAIL
4 - (14 GA. x 3") STAPLES, 16" CROWN
3 -10d COMMON (0.148" x 3"); OR
3 -16d BOX(0.135" x 3-1/2"); OR
6. RAFTER OR ROOF TRUSS TO TOP 4 - lOd BOX (0.128" x 3"); OR TOENAIL
PLATE 4 - (0.131" x 3") NAILS; OR
4 - (14 GA. x 3") STAPLES, 16" CROWN
2 - 16d COMMON (0.162" x 3-1/2"); OR
3 -10d BOX (0.128" x 3"); OR
3 - (0.131" x 3") NAILS; OR END NAIL
7. ROOF RAFTERS TO RIDGE VALLEY OR 3 - (14 GA. x 3") STAPLES, 16" CROWN
HIP RAFTERS; OR ROOF RAFTER TO 3 -10d COMMON (0.148" x 3"); OR
2 -INCH RIDGE BEAM 4 - 16d BOX(0.135" x 3-1/2"); OR
4 -10d BOX (0.128" x 3"); OR TOENAIL
4 - (0.131" x 3") NAILS; OR
4 - (14 GA. x 3") STAPLES, 16" CROWN
WALL
16d COMMON (0.162" x 3-1/2") 24" O.C. FACE NAIL
8. STUD TO STUD (NOT AT BRACED 10d BOX (0.128" x 3"); OR
WALL PANELS) (0.131" x 3") NAILS; OR 16" O.C. FACE NAIL
3 - (14 GA. x 3") STAPLES, 16" CROWN
16d COMMON (0.162" x 3-1/2"); OR 16" O.C. FACE NAIL
9. STUD TO STUD AND ABUTTING STUDS
AT INTERSECTING WALL CORNERS (AT 16d BOX (0.135" x 3-1/2"); OR 12" O.C. FACE NAIL
BRACED WALL PANELS)
(0.131" x 3") NAILS; OR
3 - (14 GA. x 3") STAPLES, 16" CROWN 12" O.C. FACE NAIL
16d COMMON (0.162" x 3-1/2"); OR 16" O.C. EA. EDGE,
10. BUILT-UP HEADER (2" TO 2" FACE NAIL
HEADER) 12" O.C. EA. EDGE,
16d BOX (0.135" x 3-1/2"); OR FACE NAIL
11. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (0.131" x 2-1/2"); OR TOENAIL
4 - 10d BOX(0.128" x 3"); OR
16d COMMON (0.162" x 3-1/2"); OR 16" O.C. FACE NAIL
10d BOX (0.128" x 3"); OR
12. TOP PLATE TO TOP PLATE (0.131" x 3") NAILS; OR 12" O.C. FACE NAIL
(14 GA. x 3") STAPLES, 16" CROWN
8 -16d COMMON (0.162" x 3-1/2"); OR �• SIDE OF END
13. TOP PLATE TO TOP PLATE, AT END 12 -10d BOX (0.128" x 3"); OR JOINT, FACE NAIL
JOINTS 12 - (0.131" x 3") NAILS; OR (MIN. 24" LAP SPLICE
12 - (14 GA. x 3") STAPLES, 16" CROWN LENGTH EA. SIDE OF
END JOINT
16d COMMON (0.162" x 3-1/2"); OR 16" O.C. FACE NAIL
14. BOTTOM PLATE TO JOIST, RIM JOIST,
BAND JOIST OR BLOCKING (NOT AT 16d BOX (0.135" x 3-1/2")
REBAR SCHEDULE
2 -16d COMMON (0.162" x 3-1/2"); OR
DEVELOPMENT LENGTHS - Ld
15. BOTTOM PLATE TO JOIST, RIM JOIST,
3 -16d BOX (0.135" x 3-1/2"); OR
BAR STD. Ld
SIZE TYP. TOP
BAND JOIST OR BLOCKING AT BRACED
4 - (0.131" x 3") NAILS; OR
16" O.C. FACE NAIL
WALL PANELS
4- (14 GA. x 3") STAPLES, 16" CROWN
TOP TYP. TOP
#4 15" 19"
4 - 8d COMMON (0.131" x 2-1/2"); OR
25"
#4 13"
4 -10d BOX (0.128" x 3"); OR
#5 28" 36"
37"
4 - (0.131" x 3") NAILS; OR
TOENAIL
31" 32" 41"
4- (14 GA. x 3") STAPLES, 16" CROWN
43"
16. STUD TO TOP OR BOTTOM PLATE
2 -16d COMMON (0.162" x 3-1/2"); OR
3 -10d BOX (0.128" x 3"); OR
37" 38" 49"
#7 48" 63"
63"
3 - (0.131" x 3") NAILS; OR
END NAIL
54" 55" 71"
3- (14 GA. x 3"] STAPLES, 16" CROWN
72"
94"
2 -16d COMMON (0.162" x 3-1/2"); OR
62" 63" 81"
17. TOP PLATES, LAPS AT CORNERS AND
3 -10d BOX (0.128" x 3"); OR
106"
INTERSECTIONS.
3 - (0.131" x 3") NAILS; OR
FACE NAIL
90"
3- (14 GA. x 3"] STAPLES, 16" CROWN
#10 60"
78" 7S" 102"
2 - 8d COMMON (0.131" x 2-1/2"); OR
98"
12 S"
2 -10d BOX (0.128" x 3"); OR
85" S6" 111"
18. 1" BRACE TO EA. STUD AND PLATE
2 - (0.131" x 3") NAILS; OR
FACE NAIL
Fc =4000 PSI
2- (14 GA. x 3") STAPLES, 16" CROWN
BAR
SIZE
Ldh
2 - 8d COMMON (0.131" x 2-1/2"); OR
#4 6" 2-1/2" 6„ Z"
19. 1" x 6" SHEATHING TO EA. BEARING
2 -10d BOX (0.128" x 3")
FACE NAIL
20. 1" x 8" AND WIDER SHEATHING TO
3 - 8d COMMON (0.131" x 2-1/2"); OR
9"
EA. BEARING
x 3")
3-1FLOOR
FACE NAIL
2
3" 9" 3"
3 - 8d COMMON (0.131" x 2-1/2"); OR
#7
21. JOIST TO SILL, TOP PLATE, OR
3 -10d BOX (0.128" x 3"); OR
#S 16" 4" 12" 4"
GIRDER
3 - (0.131" x 3") NAILS; OR
TOENAIL
#9 18" 4-1/2" 13-1/2" 5-5/8"
3- (14 GA. x 3") STAPLES, 16" CROWN
15"
4-1/2" 13-1/2" 5-5/8"
8d COMMON (0.131" x 2-1/2"); OR
#10
22. RIM JOIST, BAND JOIST, OR
10d BOX (0.128" x 3"); OR
#11 22" 5-1/2" 16-1/2" 6-7/8"
BLOCKING TO TOP PLATE, SILL OR
(0.131" x 3") NAILS; OR
6" O.C. TOENAIL
OTHER FRAMING BELOW
(14 GA. x 3") STAPLES, 16" CROWN
90 D GREE HOOK
23. 1" x 6" SUBFLOOR OR LESS TO EA.
2 - 8d COMMON (0.131" x 2-1/2"); OR
JOIST
2 -10d BOX (0.128" x 3")
FACE NAIL
24. 2" SUBFLOOR TO JOIST OR GIRDER
2 -16d COMMON (0.162" x 3-1/2"); OR
FACE NAIL
25. 2" PLANKS (PLANK &BEAM -FLOOR
2 -16d COMMON (0.162" x 3-1/2"); OR
EACH BEARING, FACE
&ROOF)
NAIL
32" O.C., FACE NAIL
20d COMMON (0.192" x 4")
AT TOP AND BOTTOM
STAGGERED ON
OPPOSITE SIDES
10d BOX (0.128" x 3"); OR
24" O.C., FACE NAIL
(0.131" x 3") NAILS; OR
AT TOP AND BOTTOM
26. BUILT-UP GIRDERS AND BEAMS, 2"
LUMBER PLIES LAYERS
/
(14 GA. x 3") STAPLES, 16" CROWN
STAGGERED ON
OPPOSITE SIDES
AND:
2-20d COMMON (0.192" x 4"); OR
3-10d BOX (0.128" x 3"); OR
ENDS AND AT EA.
3-(0.131" x 3") NAILS; OR
SPLICE, FACE NAIL
3-(14 GA. x 3") STAPLES, 16" CROWN
3 -16d COMMON (0.162" x 3-1/2"); OR
27. LEDGER STRIP SUPPORTING JOISTS
4 -10d BOX (0.128" x 3"); OR
EA. JOIST OR RAFTER,
OR RAFTERS
4 - (0.131" x 3") NAILS; OR
FACE NAIL
4- (14 GA. x 3") STAPLES, 16" CROWN
3 -16d COMMON (0.162" x 3-1/2"); OR
28. JOIST TO BAND JOIST OR RIM JOIST
4 -10d BOX (0.128" x 3"); OR
4 - (0.131" x 3") NAILS; OR
END NAIL
4- (14 GA. x 3") STAPLES, 16" CROWN
2 - 8d COMMON (0.131" x 2-1/2"); OR
29. BRIDGING OR BLOCKING TO JOIST,
2 -10d BOX (0.128" x 3"); OR
RAFTER OR TRUSS
2 - (0.131" x 3") NAILS; OR
EACH END, TOENAIL
2- (14 GA. x 3") STAPLES, 16" CROWN
WALL SHEATHING TO FRAMING3
6d COMMON OR DEFORMED (0.113"x2") 6" O.C. EDGE
12" O.C. FIELD
30. 3/8" -1/2"
(0.113"x2-3/8") NAIL 6" O.C. EDGE
12" O.C. FIELD
31. 19/32" - 3/4"
8d COMMON (0.131"x2-1/2") OR 6" O.C. EDGE
6d DEFORMED (0.113"x2") 12" O.C. FIELD
PANEL SIDING TO FRAMING
6d CORROSION -RESISTANT SIDING
32. 1/2" OR LESS
(0.106"x1-7/8") NAILS; OR 6d
CORROSION -RESISTANT CASING
6" O.C. EDGE
12" O.C. FIELD
(0.099"x2"] NAILS
8d CORROSION -RESISTANT SIDING
33. 5/8"
; OR
6" O.C. EDGE
12" O.C. FIELD
BRACED WALL PANELS)
(0.131" x 3") NAILS; OR
12" O.C. FACE NAIL
(14 GA. x 3") STAPLES, 16' CROWN
REBAR SCHEDULE
2 -16d COMMON (0.162" x 3-1/2"); OR
DEVELOPMENT LENGTHS - Ld
15. BOTTOM PLATE TO JOIST, RIM JOIST,
3 -16d BOX (0.135" x 3-1/2"); OR
BAR STD. Ld
SIZE TYP. TOP
BAND JOIST OR BLOCKING AT BRACED
4 - (0.131" x 3") NAILS; OR
16" O.C. FACE NAIL
WALL PANELS
4- (14 GA. x 3") STAPLES, 16" CROWN
TOP TYP. TOP
#4 15" 19"
4 - 8d COMMON (0.131" x 2-1/2"); OR
25"
#4 13"
4 -10d BOX (0.128" x 3"); OR
#5 28" 36"
37"
4 - (0.131" x 3") NAILS; OR
TOENAIL
31" 32" 41"
4- (14 GA. x 3") STAPLES, 16" CROWN
43"
16. STUD TO TOP OR BOTTOM PLATE
2 -16d COMMON (0.162" x 3-1/2"); OR
3 -10d BOX (0.128" x 3"); OR
37" 38" 49"
#7 48" 63"
63"
3 - (0.131" x 3") NAILS; OR
END NAIL
54" 55" 71"
3- (14 GA. x 3"] STAPLES, 16" CROWN
72"
94"
2 -16d COMMON (0.162" x 3-1/2"); OR
62" 63" 81"
17. TOP PLATES, LAPS AT CORNERS AND
3 -10d BOX (0.128" x 3"); OR
106"
INTERSECTIONS.
3 - (0.131" x 3") NAILS; OR
FACE NAIL
90"
3- (14 GA. x 3"] STAPLES, 16" CROWN
#10 60"
78" 7S" 102"
2 - 8d COMMON (0.131" x 2-1/2"); OR
98"
12 S"
2 -10d BOX (0.128" x 3"); OR
85" S6" 111"
18. 1" BRACE TO EA. STUD AND PLATE
2 - (0.131" x 3") NAILS; OR
FACE NAIL
Fc =4000 PSI
2- (14 GA. x 3") STAPLES, 16" CROWN
BAR
SIZE
Ldh
2 - 8d COMMON (0.131" x 2-1/2"); OR
#4 6" 2-1/2" 6„ Z"
19. 1" x 6" SHEATHING TO EA. BEARING
2 -10d BOX (0.128" x 3")
FACE NAIL
20. 1" x 8" AND WIDER SHEATHING TO
3 - 8d COMMON (0.131" x 2-1/2"); OR
9"
EA. BEARING
x 3")
3-1FLOOR
FACE NAIL
2
3" 9" 3"
3 - 8d COMMON (0.131" x 2-1/2"); OR
#7
21. JOIST TO SILL, TOP PLATE, OR
3 -10d BOX (0.128" x 3"); OR
#S 16" 4" 12" 4"
GIRDER
3 - (0.131" x 3") NAILS; OR
TOENAIL
#9 18" 4-1/2" 13-1/2" 5-5/8"
3- (14 GA. x 3") STAPLES, 16" CROWN
15"
4-1/2" 13-1/2" 5-5/8"
8d COMMON (0.131" x 2-1/2"); OR
#10
22. RIM JOIST, BAND JOIST, OR
10d BOX (0.128" x 3"); OR
#11 22" 5-1/2" 16-1/2" 6-7/8"
BLOCKING TO TOP PLATE, SILL OR
(0.131" x 3") NAILS; OR
6" O.C. TOENAIL
OTHER FRAMING BELOW
(14 GA. x 3") STAPLES, 16" CROWN
90 D GREE HOOK
23. 1" x 6" SUBFLOOR OR LESS TO EA.
2 - 8d COMMON (0.131" x 2-1/2"); OR
JOIST
2 -10d BOX (0.128" x 3")
FACE NAIL
24. 2" SUBFLOOR TO JOIST OR GIRDER
2 -16d COMMON (0.162" x 3-1/2"); OR
FACE NAIL
25. 2" PLANKS (PLANK &BEAM -FLOOR
2 -16d COMMON (0.162" x 3-1/2"); OR
EACH BEARING, FACE
&ROOF)
NAIL
32" O.C., FACE NAIL
20d COMMON (0.192" x 4")
AT TOP AND BOTTOM
STAGGERED ON
OPPOSITE SIDES
10d BOX (0.128" x 3"); OR
24" O.C., FACE NAIL
(0.131" x 3") NAILS; OR
AT TOP AND BOTTOM
26. BUILT-UP GIRDERS AND BEAMS, 2"
LUMBER PLIES LAYERS
/
(14 GA. x 3") STAPLES, 16" CROWN
STAGGERED ON
OPPOSITE SIDES
AND:
2-20d COMMON (0.192" x 4"); OR
3-10d BOX (0.128" x 3"); OR
ENDS AND AT EA.
3-(0.131" x 3") NAILS; OR
SPLICE, FACE NAIL
3-(14 GA. x 3") STAPLES, 16" CROWN
3 -16d COMMON (0.162" x 3-1/2"); OR
27. LEDGER STRIP SUPPORTING JOISTS
4 -10d BOX (0.128" x 3"); OR
EA. JOIST OR RAFTER,
OR RAFTERS
4 - (0.131" x 3") NAILS; OR
FACE NAIL
4- (14 GA. x 3") STAPLES, 16" CROWN
3 -16d COMMON (0.162" x 3-1/2"); OR
28. JOIST TO BAND JOIST OR RIM JOIST
4 -10d BOX (0.128" x 3"); OR
4 - (0.131" x 3") NAILS; OR
END NAIL
4- (14 GA. x 3") STAPLES, 16" CROWN
2 - 8d COMMON (0.131" x 2-1/2"); OR
29. BRIDGING OR BLOCKING TO JOIST,
2 -10d BOX (0.128" x 3"); OR
RAFTER OR TRUSS
2 - (0.131" x 3") NAILS; OR
EACH END, TOENAIL
2- (14 GA. x 3") STAPLES, 16" CROWN
WALL SHEATHING TO FRAMING3
6d COMMON OR DEFORMED (0.113"x2") 6" O.C. EDGE
12" O.C. FIELD
30. 3/8" -1/2"
(0.113"x2-3/8") NAIL 6" O.C. EDGE
12" O.C. FIELD
31. 19/32" - 3/4"
8d COMMON (0.131"x2-1/2") OR 6" O.C. EDGE
6d DEFORMED (0.113"x2") 12" O.C. FIELD
PANEL SIDING TO FRAMING
6d CORROSION -RESISTANT SIDING
32. 1/2" OR LESS
(0.106"x1-7/8") NAILS; OR 6d
CORROSION -RESISTANT CASING
6" O.C. EDGE
12" O.C. FIELD
(0.099"x2"] NAILS
8d CORROSION -RESISTANT SIDING
33. 5/8"
(0.128"x2-3/8") NAILS; OR 8d
CORROSION -RESISTANT CASING
6" O.C. EDGE
12" O.C. FIELD
(0.113"x2-1/2") NAILS
REBAR SCHEDULE
1. ALL MULTI -PLY BEAMS SHALL BE SUPPORTED BY A BUILT-UP STUD PACK WITH
DEVELOPMENT LENGTHS - Ld
Fc = 3000 PSI
Fc = 4000 PSI
BAR STD. Ld
SIZE TYP. TOP
CLASS
B
TOP
BAR STD.
SIZE TYP.
Ld CLASS B
TYP.
TOP TYP. TOP
#4 15" 19"
20"
25"
#4 13"
17" 17" 23"
#5 28" 36"
37"
47"
#5 24"
31" 32" 41"
#6 33" 43"
43"
56"
#6 29"
37" 38" 49"
#7 48" 63"
63"
82"
#7 42"
54" 55" 71"
#8 55" 72"
72"
94"
#8 48"
62" 63" 81"
#9 62 81"
81"
106"
#9 54"
70" 71" 91"
#10 69" 90"
90"
117"
#10 60"
78" 7S" 102"
#11 76" 9S"
98"
12 S"
#11 66"
85" S6" 111"
STANDARD HOOKS
Fc =3000 PSI
Fc =4000 PSI
BAR Ldh HOOK DIMENSIONS
SIZE„A„ ..B.. "C"
BAR
SIZE
Ldh
HOOK DIMENSIONS
..A.. „B.. ..C..
#4 6" 2-1/2" 6„ Z"
#4
6"
2-1/2" 6.. 2"
#5 10" 2-1/2" 7-1/2" 2-1/2"
#5
9"
2-1/2" 7-1/2" 2-1/2"
#6 12" 3" 9" 3"
#6
10"
3" 9" 3"
#7 14" 3-1/2" 10-1/2" 3-1/2"
#7
12"
3-1/2" 10-1/2" 3-1/2"
#S 16" 4" 12" 4"
#8
14"
4" 12" 4"
#9 18" 4-1/2" 13-1/2" 5-5/8"
#9
15"
4-1/2" 13-1/2" 5-5/8"
#10 20" 5" 15" 6-1/4"
#10
17"
5" 15" 6-1/4"
#11 22" 5-1/2" 16-1/2" 6-7/8"
#11
19"
5-1/2" 16-1/2" 6-7/8"
180 EGREE HOOK
90 D GREE HOOK
z Db
.v.�
F v
�y �A C
Ldh
z Db
j0 B
F, F
aw
C
Ldh
BUILT-UP BEAM SCHEDULE
1. ALL MULTI -PLY BEAMS SHALL BE SUPPORTED BY A BUILT-UP STUD PACK WITH
ONE ADDITIONAL STUD PLY THAN THAT OF THE BUILT-UP BEAM UNLESS NOTED
OTHERWISE.
2. GLUE AND FASTEN BUILT-UP BEAMS TOGETHER W/ (2) 3/8" � BEADS OF
CONSTRUCTION ADHESIVE PER THE FOLLOWING SCHEDULE UNLESS NOTED
OTHERWISE.
2 -PLY BEAMS
3 -PLY BEAMS
4- PLY BEAMS
N
N
N
-.3/4"
-
-
N
1-3/4��
(2) ROWS OF 12d -16d x 3-1/4"
(2) ROWS OF 12d -16d x 3-1/4"
(2) ROWS OF SDW SCREWS x 6"
NAILS AT 12" O.C. ONE SIDE'
NAILS AT 12" O.C. BOTH SIDES'
AT 24" O.C. BOTH SIDES z
NOTES:
1. AN ADDITIONAL ROW OF NAILS IS REQUIRED WITH BEAM DEPTHS OF 14" OR GREATER.
2. SIMPSON STRONG -DRIVE SDW EWP-PLY SCREW (SDW22600)
CONCENTRATED/POINT LOAD CONNECTION ON MULTI -PLY BEAMS
MULTI -PLY BEAM
(16] TOTAL SIMPSON
SOS�SDWSCREWS
• (4J EA. SIDE OF HANGER
Cy � ATEA. FACE OF BEAM
w .
a
w
N
NOTES: Wheat
1. WHEN FASTENERS ARE REQUIRED ON BOTH FACES/SIDES, STAGGER FASTENERS ON THE
SECOND SIDE 50 THEY FALL HALFWAY BETWEEN FASTENERS ON THE FIRST SIDE.
2. MINIMUM END DISTANCE FOR BOLTS AND SCREWS IS 6". BUII
18'-7"
19'
F2.0 s3.0 F2.0 F2.0
C1 I BPI Cl IBP1 Cl BP1
I I
t-- 9'-6" L. 9'-6"
FOUNDATION PLAN
1/4" = 1'-0" 0
FOUNDATION PLAN NOTES
1. SEE SHEET S1.0 AND S1.1 FOR GENERAL NOTES.
2. SEE GENERAL NOTES FOR FILL REQUIREMENTS UNDER FOOTINGS AND SLAB -ON -GRADE.
3. DATUM ELEVATION 100'-0- EQUALS T.O. DECK FLOOR/SHEATHING ELEVATION.
4. [XXX'-XX'l T.O.W. INDICATES TOP OF FOUNDATION WALL ELEVATION
5. (XXX' -XX") T.O.F. INDICATES TOP OF FOOTING ELEVATION.
6' <XXX' -XX"> T.O.P. INDICATES TOP OF PILASTER ELEVATION.
7. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO LOWERED DUE TO SOIL
CONDITIONS AND FINISH GRADE ELEVATIONS. VERIFY CHANGES WITH STRUCTURAL ENGINEER.
8. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL
DRAWINGS.
9. CENTER FOOTINGS UNDER WALLS, COLUMNS, BEAM BEARING, PIERS AND PILASTERS UNLESS NOTED
OTHERWISE ON PLAN.
10. FX.X INDICATED ISOLATED FOOTING. RE: SCHEDULE
11. WFX.X INDICATES WALL FOOTING. RE: SCHEDULE
12. GENERAL CONTRACTOR SHALL ACCOUNT FOR ALL WORK INVOLVED WITH LOCATING AND
NECESSARY REMOVAL OF EXISTING FOUNDATION ELEMENTS NOT REQUIRED FOR AND IN CONFLICT
WITH NEW STRUCTURAL DESIGN.
COLUMN SCHEDULE
MARK
SIZE
C1
HSS 4-1/2"0 x 1/8"
BASE PLATE SCHEDULE
MARK
SIZE
PLATE
ANCHOR
ANCHOR
ANCHOR
BOLT
F2.0
2'-0"
THICKNESS
BOLT DIA.
BOLT PROD.
EMBED.
2" 11..
I
11..
2 i
2
BP1
- - I
I
O O
1
1/2"
1/2"
4"
7"
1-1/2" 1-1/2" 1-1/2"
I
BP2
40
1/2"
1/2"
4"
7"
1/2"
9'-6" 9'-6"
ROOF LEVEL FRAMING PLAN
I/4.. - ,'-o..
1. SEE SHEET S1.0 AND S1.1 FOR GENERAL NOTES.
2. SEE SHEET S1.2 FOR BEAM AND COLUMN SCHEDULES.
3. DATUM ELEVATION 100'-0- EQUALS EXISTING FIRST LEVEL FLOOR SHEATHING
4. ALL BLOCKING BETWEEN JOISTS SHALL BE PER MANUFACTURER REQUIREMEN
5. SAWN LUMBER SHALL NOT BE USED FOR RIM BOARD AND/OR BLOCKING APPLI
CONNECTED TO ENGINEERED LUMBER.
6. ALL ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS MANUFACTURER, WHR
TRUSS TO TRUSS CONNECTIONS. RE: GENERAL NOTES FOR ADDITIONAL INFORI
7. RE: DIAPHRAGM SCHEDULE ON S1.2 FOR REQUIRED SHEATHING TYPE AND FAS
9. r- JOIST HANGER RE: SCHEDULE
10. ><- JOIST/BEAM BEARING LOCATION
11. 2x POST/STUD PACK RE: SCHEDULE
12. ® 2x POST/STUD PACKABOVE. POST SHALL BEAR ON BEAM BELOW 01
CONTINUOUS TO THE FOUNDATION LEVEL.
13. TRUSS REACTIONS SHOWN ARE AT SERVICE/ASD LEVEL.
14. TRUSS SUPPLIER SHALL DESIGN TRUSSES FOR NOTED AXIAL TENSION/COMP
15. {XXX' -XX-) T.OS. INDICATES TOP OF STEEL BEAM ELEVATION.
ISOLATED FOOTING SCHEDULE
MARK
WIDTH
LENGTH
THICKNESS
REINFORCEMENT
REMARKS
F2.0
2'-0"
2'-0"
0'-10"
(2) #5 EA. WAY
RE: 4/S3.0
City of
Wheat Ridge
Building Division
S2.0
HIE
CONSULTING
ENGINEERS
387 CORONA S REET, SURE 534, DENVER, CO 80218
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Revision
Project number CD54155
Project statue FOR PERMIT
Date 10-13-2020
FOUNDATION PLAN
S2.0
NOTE:
CONTRACTOR'S MAY ELECT TO USE
DIAMOND PLATE DWLS.
1/4 x 4-1/2 x 4-1/2" MIN. @ 24" O.C. 3/4"0 x 1'-6" SMOOTH DOWEL
COLUMN
12" 0 PILASTER W/ (4) RE: PLAN IN LIEU OF ROUND SHEAR DWLS. @ 18" O.C. (GREASE ONE END)
#4 VERTICAL REINF. ID -DEPTH
M
W/ STD. HOOK ISO -DIAMOND r.o. coNc. OF REINF. NF. M SLAB
RE: 2/53.0
RE: PLAN RE: PLAN
d.•
1/2" ISO -JOINT BASE PLATE AND ANCHOR BOLTS RE: PLAN ° ; n.X = X.� X:
(TYP.)4
RE: SCHEDULE
1" NON -SHRINK GROUT!
.O. CONC. VARIES I —
MIN. : ' I? �• °'i' RE: ARCH
14
TYPICAL CONSTRUCTION JOINT DETAIL
3'-0" MIN. i
#3 HORZ. TIES @ 10" O.C.
2" CLR.
T.O. CONC.
RE: PLAN
3" CLR.
3" CLR
II III III III
RENOTE:
—I I= G.C. OPTION TO DO 24" 0 x 3'-0"
—ill—III_
:SCHEDULE DEEP CIRCULAR PIER IN LIEU OF
FOR SIZE & REINF. ISOLATED FOOTING SHOWN la„
BELOW. REINF W/ (4)-#5 x
W
18'•
4 SECTION
S3.0 3/4"=1'-0"
2x SHEAR BLOCKING
DIAPHRAGM EDGE NAILING
FULL DEPTH CONN.
RE: SCHE.D
W/ (3)-8d
SIMPSON H2.5ATIE
(0.131x2-1/2) NAILS
TYP. @ EA. RAFTER TO
TYPICAL CONC. SLAB RE-ENTRANT CORNER BARS
TOP PLATE/BEAM
GLULAM BEAM
CONN.
RE: PLAN
BUILT-UP PL 1/4"x 6" x 5" x 8" W/
(8) 7/16" SQR. HOLES FOR
(8)-3/8"0 A307 GR A CARRIAGE
2„
BOLTS
13
4
1/4
CJP
(E) DOUBLE WYTHE
COLUMN
UN-REINF. MASONRY WALL
RE: PLAN
V.I.F.
BASE PLATE
RE: SCHED.
(2)-7/16"0 STD. HOLES FOR
(2)-3/8"0 THREADED ROD
4" MIN. (E) P.T. BOTT. PLATE
DRILL & EPDXY W/ HIT-HY 270
AND 1 HIT -SC (16x85) SIEVE
SLEEVE W/ 3-1/8" EMBED
DEPTH
s SECTION
S3.0 3/4"=1'-0"
1/8" x 1/4" (DEPTH) SAW CUT
REINF. MID -DEPTH
OF CONC. SLAB
RE: PLAN
T.O. CONC.
RE: PLAN d.•
RE: PLAN x =,x 'x —,x. x:_r x
a•
'(-
TYPICAL CONTRACTION JOINT DETAIL
TYPICAL CONC. SLAB -ON -GRADE JOINT DETAILS
S3.0 N.T.S.
•d <
d
•
a . "�, e' a
• e
d.
e•d' 2'-0"
•
d.
d d
ed e e
d ° .
e
e
a
d
#4 x 4'-0"
d' Q..
REINF. CONC. SLAB EDGE
TYPICAL CONC. SLAB RE-ENTRANT CORNER BARS
53.0 N.T.S.
COLUMN BASE PLATE
C)
1/2" ISO. JOINT
TYPICAL CONC. ISOLATION DIAMOND
53.0 N.T.S.
S3.0
HIE
CONSULTING
ENGINEERS
387 CORONA S REU, SURE 534, DENVER, CO 80218
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Project number CD54155
Project status FOR PERMIT
Date 10-13-2020
TYPICAL DETAILS
City of
Wheat Ridge
Building Division S3.0
VQ
J
a�
The first 25' of a driveway from the existing
edge of pavement into the site shall be Reviewed for Zoning Compliance by the
surfaced with concrete, asphalt, brick paver City of Wheat Ridge Planning Division
or similar material. Contact Dept of Public
APPROVED
Works for ROW Permit 303-235-2861.
Owner/Contractor is responsible for locating grope , lines✓ '
and constructing improvements according to the approved BY'TAW
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL Projects are
Release of these plans contemplates further cooperation among the owner, his
contractor, and the Architect. Design and construction are complex. Although the
plan ana required cieveiopment stanciarcis. I ne u1t; is not
DATE: i—eDruary Los LUL
\
\
responsible for inaccurate information submitted within the
plan set and an construction errors resulting from
p y g
Approved with conditions
COMMENTS: pp
\ M
\ 2018 International Res dential Code
� *
\
/Approved
inaccurate information.
Prior to issuance of a CO, 2 tree(s) shall be
per Case No. WA -20-03
Owner
planted within the front setback.
Asart oon ons an
f the foundation inspections PRIOR TO
p p
Jan Bryce and Angelo Felciano
52 Hillside Dr
In addition, no less than twenty-five percent (25%) of the
proceeding with any further construction/inspections, a
completed, signed and sealed, Foundation Setback and
wheat Ridge, Co 80215
p
/ \ \
`
gross lot area and no less than one hundred percent (100%)
front be landscaped.
Elevation Certification shall be submitted to the City for
The form be fully by
a angelofercianoO_yahoo.com
contact Angelo Feliciano
PROJECT NARRATIVE
of the yard shall
review. certification shall completed
a Professional Land Surveyor licensed in the state of
and computations shop not be a permit for, or an approval of, any violation N
/ \ \
® any of Me prov/stns 4 the butdM9 code or of a{W My avdinaroces. plermlt!
presunvng to glue outhorf y to violole of erncel the prwis/ans of tfw guylillift
Colorado, stating that the foundation was constructed in
coda or other ordinarom of the City shO not be react
1 1 /E3 = 1 -❑ 11
compliance with all applicable minimum setback and
(E) Driveway to Remain 'bk°F \
C-OT
elevation requirements of the City. USE CITY'S
/ ro \
^Q
/ \
\
`
STANDARD FORM.
Architect
Studio Slate
1630 S Saint Paul St
/ @
\
^
Denver, CO 80210
p 404.693.1247
e brianCstudiwlate.com
contact Brian Martin
ry '@••
-02.01
��` \^
Open CarpRoof ,
481 SF Proposed New Roof Coverage)
i
/ a
\
�• \
ve
• � , � na \
Structural Engineer
HIE Consulting Engineers
387 Corona St, Suite 534
Denver, CO 80218
p 303.279.4663
\
., ^m ��` •S
79,97°
yo .00'."'
m �
a bharrisO_hie-ce.com
contact Blair Harris
\
\
\
\
Drawing List
No.
Existing Single -Family Residence\
(No Changes Proposed)
Existing Detached Garage
�
` `
\
IName
A1.01 Plan - Site
A1.05 Plan- Roof
ionns
A9.01 El views
S1.0 General Notes
y
O• 7�
(No Changes Proposed
370 SF )
\
51.1 Tables &Schedules
S2.0 Foundation Plan
S3.0 Typical Details
\
�\
1
\
` \
f
Release of these plans contemplates further cooperation among the owner, his
contractor, and the Architect. Design and construction are complex. Although the
\
Architect and his consultants have performed their service with due care and
diligence, they cannot guarantee perfection. Communication is imperfect and every
\
contingency cannot be anticipated. Any dissatisfaction or defect discovered by the
use of these plans shall be reported, in writing, within 2 business days from the date
\
\
All work shall comYn1l \ Y with
of discovery to the Architect. A failure to cooperate by notice to the Architect shall
consequences. Nothanger all be madedefromth
for address
relbycerfied ail ner to Architects
by certified mail to the Amhitect's address indicated herein. Changes made from the
plans without consent of the Architect are unauthorized, and shall relieve and
\ M
\ 2018 International Res dential Code
� *
\
indemnify the Architect of responsibility for all consequences, including damages and
legal fees, arriving out of such changes.
* 2020 National Eleetri I Code
DUTY OF COOPERATION
\
City of
\ 3105comMUNI'7Y
I�EVEIC�PMENT
The proposed scope of work entails the construction of a new, ope"ided carport.
overhang The roof structure, which will be low -sloping towards the north property line and
overhang the existing residential roof by approximately T-9", will be supported by a
\
APPROVED
\
structural past and beam system of steel columns and glulam wood beams. The
carport will be attached to the existing residence with columns that support the
southern beam of the carport, while bearing on the existing northern wall of the
\
\ Reviewed for Code ComPtian�e
residence. The proposed design does encroach into the north side setback by T, so
an administrative review of the proposed variance would be required for approval
with zoning. The property is located within the R-1 zone district
\
\\ Randy S I u s s e r 2/09/2021
\
PROJECT NARRATIVE
\ \ \ Plans Examiner Date
Validity of permit: The isso nce of a pitmtlt at gpprovoJ of pions spec4katlora
and computations shop not be a permit for, or an approval of, any violation N
® any of Me prov/stns 4 the butdM9 code or of a{W My avdinaroces. plermlt!
presunvng to glue outhorf y to violole of erncel the prwis/ans of tfw guylillift
SITE PLAN
coda or other ordinarom of the City shO not be react
1 1 /E3 = 1 -❑ 11
A1.01
0 01 OF Col
�5�
0
Brian G Martin
ARC.004004502
10.16-2020
,01�SFD ARC�����
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Digitally signed by Brian
Martin
DN: ZUS,
E=brian Wudi osiate.com,
Brian MartinO=Studio Slate, CN=Brian
Martin
Date: 2020.10.16
14:30:17-06'00'
lot
O
CL 0
L L U
V
I.1—
Fn
Z Ln
Project number 1833
Project status CDs
Date 10-16-2020
Plan - Site
A1.01
Rev. 09/2017
RESIDENTIAL Building Permit- Plan Review Worksheet
Address: 52 Hillside Dr Zoning: R-1
per ILC from case
Lot Size: 18 1 14 sq. ft. Lot Width: 100+ ft.
Property in the flood plain? No If yes, notify PW Floodplain Administrator and add surveying condition FLD
Subdivision: PARAMOUNT HEIGHTS PART 1 Any conflict? (Y/N)
Related Cases: WA -20-03 -approved for a 8 -foot north side setback
Type of project (applicable survey conditions in parenthesis):
Maximum Lot Coverage: 25
Existing Improvements (footprints):
House: 2420 sq. ft.
Shed: 4q sq. ft.
Detached garage: 368 sq ft.
Other: sq. ft.
Total Existing 2,837 sq. ft
Lot Coverage 15.7 %
% 4,528.5 sq. ft.
Proposed Improvements (footprints):
House/addition: 2,8035 sq. ft.
Shed: 49 sq. ft
Detached Garage: -16g sq. ft.
Other: sq. ft.
Proposed+Existing 3,220.5 sq. ft
Lot Coverage 17.8 %
Required Setbacks: FR 30' S 8' S 15' R 15'
Provided Setbacks: FR 28' S 8' S 15' R 115'+
For additions or new construction, is the structure within 2 feet of minimum setbacks? yes
If yes, add surveying condition FND.
Maximum Height: 35 ft.
Proposed Height: 12.5 ft.
Maximum Size:
Proposed Size:
sq. ft.
sq. ft.
Does the bulk plane apply? (Y/N) nn
If yes, does it meet on all sides (Y/N): FR S S R
(See 26-642 and 26-120.C.1 —applies to all single-family structures (new, addition, accessory) in R-1 C and R-3)
Parkland Conditions
Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? no
If yes, have parkland dedication fees already been paid (eg with a previous land use approval)?
If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG.
Rev. 09/2017
Streetscape Conditions
Does the permit result in any of the following conditions?
❑ Construction of new roads ❑ Platting of new lots
❑ New development ❑ Additions that increase gross floor area (not just the footprint) by
60% or more
(proposed floor area — existing floor area ) / existing floor area = °% increase
If any box above is checked...
For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property?
If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required.
MULTIFAMILY Does the frontage meet current city standards?
If not, streetscape construction or fees -in -lieu will be required.
Fees -in -lieu of dedication or construction are due at the time the permit is issued.
Access Conditions (apply to all new driveways, garages, additions, or new homes/units)
® For one and two-family dwellings, the first 25' of driveway area from the existing edge of
pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials.
❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer
than 25' to any property line, except when used as joint access for two or more lots.
® In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width.
❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses
are at least 30 feet apart, measured from the interior edges.
® For all uses, one access point per property is permitted.
Landscaping Conditions (apply to additions and new dwelling units)
❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required.
Frontage of lot 107 - width of driveway10 /70— 7 (round up for required trees)
Street trees required: 2 Street trees provided: ?
® 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O.
❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of
a C.O., an escrow agreement with financial guarantees may be allowed to ensure future
installation. 125% of the cost of the proposed improvements will be required with the agreement.
These funds will be reimbursed back to the property owner or contractor once the improvements
are in place.
Dwelling Unit
❑ Not approved as an independent dwelling unit.
i%qP"E C�q ON RECORD
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection
INSPECTION REQUEST LINE: (303) 234-5933
Inspections will not be performed unless this card is posted on the project site.
**Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date Inspector Comments
Initials
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Do Not Pour Concrete Prior To Approval of Thp Ahnva Imhof-fio%,c±
Underground/Slab Inspections
Date
Inspector
Comments
Wall Sheathing
--7$2E(
Initials
Electrical
—
Sewer Service
Plumbing
r% 1ko
IJO IMOL <,vver underground or Beiownn-slab Work Prior Tn Annrnval C1f Tha Ahn..n
Rough Inspections
W, uc
Date
Inspector
Initials
Comments
Wall Sheathing
--7$2E(
Mid -Roof
Lath / Wall Tie
—
Rough Electric
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw/ Nail
Final Inspections
Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
10 1 I
))
L
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
*C.r li. ..1;--- - —:a., ni....-- I-
sure • .tpe Nei ��ka — rease Mat ruuyn inspections are completed from the Fire District and electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: P 1 k1A I
Job Address:j51L2
Permit Number: _
❑ No one available for inspection: Time AM PM
Re -Inspection required: Yes S
when corrections have been made, call fore -inspection at 303-234-5933
Date: 1C I Inspector:
_, C_ aL�t__
DO NOT REMOVE THIS NOTICE
r i CITY OF WHEAT RIDGE
t A Building Inspection Division
(I (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: ^
Job Address:
Permit Number: q 617- V
❑ No one available for inspection: Time c, 6M/PM
Re -Inspection required: Yes �,O)
When corr7;7
have been made, call for re -inspection at 303-234-5933
7���
Date: Inspector:
DO NOT REMOVE THIS NOTICE
t
City of Wheat Ridge
` Residential Roofing PERMIT - 201703578
PERMIT NO: 201703578 ISSUED: 07/10/2017
JOB ADDRESS: 52 Hillside DR EXPIRES: 07/10/2018
JOB DESCRIPTION: Residential Re -roof to install Tamko Heritage asphalt shingles - 30 sq.
*** CONTACTS ***
OWNER (313)840-0603 FELICIANO ANGELO
SUB (303)239-6633 Robert Pachmayer 170045 Beyond Roofing LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,328.02
FEES
Total Valuation 0.00
Use Tax 237.89
Permit Fee 236.00
** TOTAL ** 473.89
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are
required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and
water shield is required. Eave and rake metal is required. A ladder extending 3 feet above
the roof eave and secured in place is required to be provided for all roof inspections.
Roof ventilation is required to comply with applicable codes and/or manufacturer
installation instructions, whichever is more stringent. In order to pass a final inspection
of elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer technical representative stating that "the application of the roof at (project
address) has been applied in accordance with the installation instruction for (roof
material brand name) roof covering" is required to be on site at the time of final
inspection.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
City of Wheat Ridge
Residential Roofing PERMIT - 201703578
PERMIT NO: 201703578 ISSUED: 07/10/2017
JOB ADDRESS: 52 Hillside DR EXPIRES: 07/10/2018
JOB DESCRIPTION: Residential Re—roof to install Tamko Heritage asphalt shingles — 30 sq.
1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this pennit and perform the work described and approved in conjunction with
this permit. I further attest that l,am leggally authorized to include all entities named within this document as parties to the work to be
performed ;,�,�if_a1laa:g t Abe p,�rtormed is disclosed in this document and/or its' accompanying approved plans and specifications.
SigtAtdre of OWNER or CONTRACTOR (Circle one) Date
I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. Thfs 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 maybe 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 pen -nit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable-Qode 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.
Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
Dane Lovett /0 ��,�7
From: no-reply@ci.wheatridge.co.us
Sent: Tuesday, June 27, 2017 1:58 PM
To: Permits CommDev
Subject: Online Form Submittal: Residential Roofing Permit Application
Categories: Dane
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address 52 Hillside Dr., Wheat Ridge, CO 80215
Property Owner Name Angelo Feliciano
Property Owner Phone 313-840-0603
Number
Property Owner Email
angelofeliciano@yahoo.com
Address
Do you have a signed
Yes
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
CONTRACTOR INFORMATION
Contractor Name
Beyond Roofing, LLC
Contractor's License
170045
Number (for the City of
Wheat Ridge)
Contractor Phone
303-239-6633
Number
Contractor Email Address
info@beyondroofing.com
Retype Contractor Email
info@beyondroofing.com
Address
DESCRIPTION OF WORK
Are you re-decking the
No /
roof?
Description of Roofing
Tamko Heritage
Material
Select Type of Material:
Asphalt
If "Other" is selected
Field not completed.
above, describe here:
How many squares of the
30
material selected above?
Does any portion of the
No j
/
property include a flat
roof?
If yes, how many squares
Field not completed.
on the flat roof?
2
TOTAL SQUARES of all
roofing material for this
project
Provide additional detail
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
$11,328.02
30
Work includes home & garage, 4/12 pitch
Project Value (contract
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant David Brostrom
Email not displaying correctly? View it in your browser.
3
ROOFING
HOMEOWNERLZi�
STREET S�1/L
CITY 14 qeN- STATE ZIP �2(S
HOME# WORK#
CELL# -Z -eYb -C Y, S FAX#
EMAILA706z�
SPECIFICATIONS - ROOF
HOMEOWNER AGREEMENT
INSURANCE CO.
Au -
CLAIM NO.
ADJUSTERI-L;�iZ�;�t-t /��p
PHONE ?CO
EMAIL
MANUFACTURER M90 COLOR I;/J��A1z0 )AI:2-0 .
-TEAR OFF NO. LAYERS RrREPLACE DECKING Tn CnL-vg-
latICE & WATER SHIELD r'ZFELT 17b
DRIP EDGE LF3 t%�// )9 -VENTS T-0
COLO R��/�L{ Pg -OTHER Z^J2 LAd
SPECIFICATIONS - OTHER
WGUTTERS
"INDOWS
SIDING
LF ZC04, L( I
SQUARES
DN SPOUTS
STYLE
STYLE
COLOR eg;
COLOR
COLOR
The cost of the labor and materials for the work contemplated in this Agreement, based on damage known at the time this Agreement is
entered into, is estimated to be $ L� Beyond Roofing LLC ("Beyond Roofing") may subsequently obtain a revised or�Pt'L�
updated coverage amount and scope of work (the "Supplement") from Homeowner's insurance company. Any such Supplement shall, when
added to the original work and amount contemplated herein, become the final price and scope of work of this Agreement (the "Work").
Payment Schedule: o 50% or Full ACV due prior to material delivery. Remainder due upon substantial completion.
1Qther1�; [S. `� �{� BR Initial_
This Agreement does not obligate the Homeowner or Beyond Roofing in any way unless and until payment for the Work is approved by the
Homeowner's insurance company and approved and accepted by Beyond Roofing. If accepted by Beyond Roofing, the Work shall be provided
with no additional cost to the Homeowner except for the deductible and agreed upon amounts related to additional work not covered by
the Homeowner's insurance.
Colorado SB38 and CRS 18.13.119.5 prohibit Beyond Roofing from paying, waiving or rebating the Homeowner's insurance deductible.
Beyond Roofing will effort to begin the Work within fifteen (15) business days after the receipt of Homeowner's initial payment and complete
the Work within ninety (90) days of beginning.
Subject to applicable terms and conditions, Homeowner has the right to rescind this Agreement and obtain a full refund of any deposit within
72 hours after entering into this Agreement. If Homeowner plans to use the proceeds of a property and casualty insurance policy to pay for the
Work, Homeowner may rescind this contract within 72 hours after receiving written notice from the property and casualty insurer that
Homeowner's claim has been denied in whole or in part.
Beyond Roofing shall hold in trust any payment received from Homeowner until the earlier to occur of (i) Beyond Roofing delivering materials
at the site or (ii) Beyond Roofing performing a majority of the Work for the Homeowner.
Homeowner has read and agrees to this Agreement, including all terms and conditions on both the front and back of this Agreement.
Homeown /Date I eowner/ to Beyond Roofing/Date
3535 S. Platte River Drive Suite G2 6 Englewood, CO 80110
Phone: 303.239.6633 - Fax: 720.508.4186 - www.beyondroofing.com
Y. Bt-I,("'�
ND
s .
ROOFING
3535 S. Platte River Drive; Suite G2
Englewood, CO 80110
info@beyondroofing.com
www.beyondroofing.com
To City of Wheat Ridge:
Please add the following to our list of authorized personnel who can pick up permits at City Hall:
David Brostrom
Noel Van Veld
Jeffrey Mcllroy
Michael Connor
Kenneth Strecker
Bryan Sherman
Laura M. Ray
Please contact us at the above address if there are any questions.
Sincerely,
Brian L. Friend
Chief Operating Officer
Beyond Roofing LLC
Laura M Ray
Notary Public
State of Colorado
Notary ID 2017401814o
My Commisslon Evims April27, 2021
L zl
3535 S. Platte River Drive Suite G2 =, Englewood, CO 80110
Phone: 303.239.6633 - Fax: 720.508.4186
INSPECTION RECORD occupancY,TVpe
�INSPECTiON LINE: (303) 234 =5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
T I Iq_i P r) ; _ n Lh
i
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS"
COMMENTS:
Footings /Caissons
Stemwall / (CEG) Concrete
Encased Ground
I) —10 - C
1
-
Reinforcing or Monolithic
Rough Electric
Weatherproof / French Drain
'
Sewer Service Lines
Gas Piping
Water Service Lines
Rough Mechanical
VWVMJNU� 1 C V IV 116MDVVC nA. DCCIV 0JUNLU
CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
Heating (Underground)
ROUGHS
Sheathing
Lath / Wall tie
Mid -Roof
I) —10 - C
1
-
Electrical Service
Rough Electric
Building Final
Rough Plumbing
Fire Department
Gas Piping
R.O.W & Drainage
Rough Mechanical
Parking & Landscaping
s{DV Vt INSrtc I IDN5 I mt SIGNED PRIOR TO PROCEEDING
Framing
Insulation
.Drywall Screw
FINALS
Electrical
Plumbing
Mechanical
-
Roof
Building Final
Fire Department
R.O.W & Drainage
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
Parking & Landscaping
*'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS. BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION
OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: pow r__
Job Address: Sa Hu LS i DE
Permit Number: O~ ag 4
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes Nom
When corrections have been made, call fte-i sp ction at 303-234-5933
Date: If-/ 6 - D Inspector:
DO NOT REMOVE THIS NOTICE
a: -7
_77177-7--
41 CITY OF WHEAT RIDGE
Bung Inspection Division
r' (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: O..)
Job Address: _1~ ' )4)LLS 1 T? L;:r F) C
Permit Number: 2!! g_ w-
ALL)W C) )c
s
i
i
i
i
j
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes
*When corrections have been made, 11f, r re-in pectiop at 303-2345933
Date: ) ' Inspector:
DO NOT REMOVE THIS NOTICE
♦ i CITYOF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: /fir' PI A/Mn
Job Address: ~P I, Sr 90 0",
Permit Number: ((a q t/ 7
I14 r F ' ,t n6_7
❑ No one available for inspection: Time >2' 3O M PM
Re-Inspection required: esj No
When corrections have been made, call for re-inspection at 303-234-5933
Date: L-3-00 Inspector: U~J) r
DO NOT REMOVE THIS NOTICE
fbf., o4(p(i,4 00 I
A , City of Wheat Ridge
Residential Roofing PERMIT - 092947
PERMIT NO: 092947 (ISSUED: 10/02/2009
JOB 'ADDRESS: 52 HILLSIDE DR EXPIRES: 03/31/2010
DESCRIPTION: T/O: Install 27 sqs of roof :.(house/gar), gutters &downspo.:
CONTACTS
owner 303/233-3227 Charlotte Collins
gc 303/346-1840 Larry Smith 09-0108 A Smith Construction, Inc..
PARCEL INFO
ZONE CODE: UA USE: UA
SUBDIVISION: 0675 BLOCK/LOT#: ,0/
FEE SUMMARY ESTIMATED PROJECT'. VALUATION: 13,836.00
FEES
Permit Fee 308.50
Total Valuation ,00 `
Use Tax 249.05 C'b)Ot-~71
**TOTAL 557.55
Conditions:
6 nail installation mid-roof inspection required. Board sheathing spaced more
thana 1/2 of an inch apart requires plywood overlay on entire 'roof. Iceland
water shield required from eave edge to 2' inside exterior walls.
Subject to field inspection.
I :hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinanc , rules or regulations of the City. of Wheat Ridge or covenants, easements or restrictions of record; that all
measure en shown, and allegations made are accurate;. that I have ;read and agree to abide by all conditions printed on this
applica ion dthat Iassume full. responsibility for compliance with .the :Wheat Ridge Building ..Code .:(I.B.C) and all other
applicable ea R'dge Ordina for work under this permit. Plans subject to field inspection.
Signature f c ntractor/owner 16 i d' e v1.. - at
1 This Permit was issued in accordance with the. provisions ls~et forth in your application and is subject to the laws of the
state of Colorado and to the Zoning Regulations and Building codes of Wheat .Ridge,: Colorado or. any. other applicable
- ordinances of the City.:
2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration
date. An extension may be granted.: at the discretion of the Building Official.
3 If this permit expires, a new permit may be acquired for a fee of'one-half the amount normally required, provided no
changes have been or will be made in the 'original plans and specifications and any suspension or abandonment has not
exceeded one. 1(1) year. If changes have been or if suspension or abandonment `exceeds one (1) year.;.. full fees shall
be paid for `a new, permit.
k. No work of any manner shall be done that will change the natural flow of water causing a drainage problem
o. Contractor. shall notify the Building Inspector twenty-.four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval of, any violation of the provisions of the building codes or any other ordinance, law,'.. rule or regulation.
All plan revie/Budi ec field inspections.
'
Signature of Chief official da te
CNSPECTION RE LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
2EQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
9
City of Wheat Ridge Building Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 " Fax: 303-235-2857
Inspection Line: 303-234-5933
Date:
Plan
Permit
Building Permit Application ~y
~!np®rtyAdargs_s= d ~j~~GGSIUL~ ,/~/L.~s/if~Lr' /d~C~ G%~J
Property Owner (please print):: LfsJp((~ ~G' L L/~S Phone: 3d 3 3 3 3.2.2 7
Mailing Address: lif different than property address)
Address:
City, State, Zip:
Oantracfo
Contractor License D? J Q r Phone: 3 6 3- 3 y(o /L/0
04b Contractors;
Electrical City License Plumbing City License Mechanical City License
Company: Company Company:
Exp. Date: Exp. Date: Exp. Dater
Approval: Approval: Approval:
OWE of space (description): Construction Value: $
a+e~S0~t107!"`of~WDfk (as calculated per the Building luatfon bats sheet)
Plan Review (due at time of submittal): $
Sq. Ft./L.Ft added: Squares BTU's Gallons Amps
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulabons of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection.
CIRLCE ONE:: (OWNER) (CONTRACTOR) r PERSONAL REPRESE 'rATIVE of (OWN 1) (C NTRATOR)
PRINT NAME; ,Pr, SIGNATURE: Date: 4O A-10
:'
Building ermit Number:
Date:
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner: CHARLOTTE COLLINS
Property Address: 52 HILLSIDE DR
Contractor License No, : 21181
Company: Let There Be Light Electric, LLC
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone: 233-3227
Phone: 795-2276
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 agr 0 abide by al ditions printed on this
application, and that I assume full respon i' f co pH it the Wheat Ridge Building
Code (U.B.C.) and all other applicable t ge r work under this permit.
Cons ruction Value:
Permit Fee:
Pia Review Fee:
Use Tax:
(OWNER)(CONTRACTOR) SIGNE
DATE ~ j/-d"C.-
- - Use:
Descri ption :
SERVICE CHANGE, AIR CONDITtON CIRCUIT/ HOOKUP
BUILDING DEPARTMENT USE ONLY
......
Approval:
Zoning:
---
Approval:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Electrical License No : 21181
Company: Let There Be Light
Electric, LLC
Expiration Date: 2/28/03
Approval: OKlKS
Plumbing License No :
Company:
Expiration Date:
Approval:
Total:
~
SI
Sq. Ft '
13948
5/31/02
$1,95D.00
$69.25
$0.00
$23.40
$92,65
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws f the State of Colorado and to the Zoning
Regulations and Building Code of VVheat Ridge, Colorado or any other applicable ordinances of the City.
This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) e building authorized is suspended or
abandoned for a period of 120 days.
If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided 0 changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If change are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall recei written approval on inspection card before
proceediing ith successive phases of the job.
The iS5. u ee f,~the approval of drawings and speelfiealions shaU not be construed to be a permil for, or an approval of, any violalion of the
proVI of /17.:.. des or any other ordinance, law, rule or regulation.
..' ~
Chief Building Inspector
(1)
(2)
(3)
(4)
(5)
(6)
esidential Units:
Me hanical License No :
Co pany:
Ex iration Date:
Ap roval:
->.~' WHEA, "'/
'-. 0
- C>
U ~
C'OLOR/>..':P
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
A,PPUCATlON
B lilding Permit Number:
Date:
Property Owner: C'/,ay ~ e
Property Address: 52 r//;Jf'/.-
Contractor License No,: 5(,37
Pone: 70')-;2].1-3'2;27
Company:
.u~ ~ L,' L.f-
Pone: 51
- 3 S'~3
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
(OWNERXCON1RACTOR): SIGNED
Constructio Value:$ /1 JO !JO
Pe it Fee:$
Plan Revi w Fee:$
se Tax: $
Total:$
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 respa ility for compliance wi the Wheal Ridge
Building Code (U.B.C) and all other ap 1 abl he id e Ord. e , for work under
this permit.
DATE .5 ~..?f tJ
Description: :; e y V / C'C
C La~f e
)
.4fr (;A/:';;'"
.-,-
C?~c ttr'f-#at"r
BUILDING DEPARTMENT USE ONLY
SIC:
Sq.Ft.:
ZONING COMMENTS:
Approval:
Zoning:
BUILDING COMMENTS:
Approval:
PUBLIC WORKS COMMENTS:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residen 'al Units:
Electricat License No: ;2// Y( Plumbing License No:
Company: Company:
.l-T'r Ther/, ~ 1.5LTe;;c!
Expiration Date: Expiration Date:
Approval: Approval:
Mech ical License No:
Compa y:
Expirat on Date:
Appro I:
(1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the tate of Colorado and to the Zoning
Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) TIlis permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, anew permit may be acquired for a fee of one-half the amount normally required, provided no c anges have been 01" will be made in
the original plans and specifications and any suspension or abandonment has not exceeded one (11 year. If changes have 1 en or if suspension (11" abnl1d(1Tllne-nt
exceeds one (I) year, full fees shall be paid for a new pennit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspectortwenty-four (24) hours in advance for all inspections and shall receive writ! n approval on inspection card before
proceeding with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, no an approval of, any violation of the
provisions oftbe building codes or any other ordinance, law, rule or regulation.
Chief Building Inspector