HomeMy WebLinkAbout4530 Garland StreetON SITE PLANS
MUST BE ONSITE FOR INSPECTIONS
ALL PROJECTS ARE
SUBJECT TO FIELD INSPECTIONS
ALL WORK SHALL COMPLY WITH
2018 IRC
2018 IBC
2018 IECC
2020 NEC
CITY OF WHEAT RIDGE AMENDMENTS
V1 ee
W City of
y IOMMUNI IYE�V'Ela(M� EN
APPROVED
Reviewed for Code Comolianee
Steven Peck 07/15/2021
Plans Examiner Date
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REVISION
FLOOR & CEILING PLAN
4530 Garland St
12. Sp
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Garage Attic
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AERIAL VIEW
4530 Garland St
New Siding On Entire Front Side
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Revision to Permit Application
Permit Number 202000781
assigned to project
PROPERTY INFORMATION
Permit Number 202000781
Property Address 4530 Garland at
Property Owner Name Nicholas Kviatkofsky
Property Owner Phone 7202035259
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email NKviatkofsky@yahoo.com
Address
CONTRACTOR INFORMATION
Contact Name Nicholas Kviatkofsky
Contact Phone Number 7202035259
(enter WITH dashes,
eg 303-1234567)
Contact Email Address Nkviatkofsky@yahoo.com
Retype Contact Email Nkvlatkofsky@yahoo.com
Address
DESCRIPTION OF WORK
Detailed Revised
Revising to add finish work to this existing permit and requesting
Scope of Work -
a 183 day Extension. For the Front Stoop I will be adding Can
Provide a detailed
lights and a GFI receptacle. I will be finishing the entryway calling
description of the
with Tongue and Groove pine. For the rear Patio I will be add can
change in scope of
lights, GFI Receptacles, and a fan I will be finishing the ceiling in
work including
Tongue and Groove Pine. I am adding receptacles under the roof
mechanical, electrical,
overhang in the comers of the roof. The garage will get can
plumbing work
lights, receptacles, Insulation, a garage door, new rear door and
be finished in 5/8" Drywall. I am also replacing the windows and
occurring,
MCC] J.\llla:111111]all 2Ill 7:;,IM2Ill IP CHfl.ULCH:77? LIgJ1
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
doors and all the old cedar siding with James Hardy Board
adding/removing walls,
etc
Engineer Letter (if
Field rrot completed.
applicable)
Additional Documents
Revised Plan Levout otlf
on Letter Size
Are plans or
No
documents locked for
ed"Ring?
Construction Plans
Revised Plan Layout 1Mf
scanned on 11"x17" or
larger
Additional Project
$8500 Submitted valuation
Value Only add what
approved. SP
the revised scope of
work is valued at.
Attach City of Wheat
S aned Electron c Payment Form 2020031616142W28.[
Ridge Electronic
Payment Form - "`DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
MCC] J.\llla:111111]all 2Ill 7:;,IM2Ill IP CHfl.ULCH:77? LIgJ1
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.
I attest that everything vGS
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 Submitting Nichdas Kwatkofsky
Revision
Email nal displaying comadly? View it in Your hrn
� ► � i City of Wheat Ridge
-.A Residential Miscellaneous PERMIT - 202000781
PERMIT NO: 202000781 ISSUED: 05/18/2020
JOB ADDRESS: 4530 Garland St EXPIRES: 05/18/2021
JOB DESCRIPTION: Ripping off: Garage roof, stoop roof, and patio roof. Re -framing all three
roof areas due to poor original construction. Re -sheeting roofs with 1/2"
Plywood.
Reroof will be pulled on separate permit.
***REVISION***Revising to add finish work to this existing permit and
requesting a 180 day Extension. For the Front Stoop I will be adding Can
lights and a GFI receptacle. I will be finishing the entryway ceiling with
Tongue and Groove pine. For the rear Patio I will be add can lights, GFI
Receptacles, and a fan I will be finishing the ceiling in Tongue and Groove
Pine. I am adding receptacles under the roof overhang in the corners of the
roof. The garage will get can lights, receptacles, insulation, a garage
door, new rear door and be finished in 5/8" Drywall. I am also replacing
the windows and doors and all the old cedar siding with James Hardy Board.
*** CONTACTS ***
OWNER (720)203-5259 KVIATKOFSKY NICHOLAS A
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2002 / KI PL ING , 1-70 & CLEARCREEK ARE BLOCK/ LOT# : 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,958.00
FEES
Total Valuation 0.00
Plan Review Fee 204.91
Use Tax 356.12
Permit Fee 315.25
** TOTAL ** 876.28
*** COMMENTS ***
*** CONDITIONS ***
Work shall comply with 2012 IRC & 2017 NEC. Smoke alarms shall comply with 2012 IRC Section
134. INTERIOR ALTERATIONS, REPAIRS, FUEL -FIRED APPLIANCE REPLACEMENTS, OR ADDITIONS, ANY OF
WHICH REQUIRE A BUILDING PERMIT, OCCURS OR WHERE ONE OR MORE ROOMS LAWFULLY USED FOR
SLEEPING PURPOSES ARE ADDED SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED
WITHIN FIFTEEN FEET OF THE ENTRANCE TO EACH ROOM LAWFULLY USED FOR SLEEPING PURPOSES
1* � � i City of Wheat Ridge
-.A Residential Miscellaneous PERMIT - 202000781
PERMIT NO: 202000781 ISSUED: 05/18/2020
JOB ADDRESS: 4530 Garland St EXPIRES: 05/18/2021
JOB DESCRIPTION: Ripping off: Garage roof, stoop roof, and patio roof. Re -framing
roof areas due to poor original construction. Re -sheeting roofs
Plywood.
Reroof will be pulled on separate permit.
all three
with l/2"
***REVISION***Revising to add finish work to this existing permit and
requesting a 180 day Extension. For the Front Stoop I will be adding
lights and a GFI receptacle. I will be finishing the entryway ceiling
Tongue and Groove pine. For the
Receptacles, and a fan I will be
Pine. I am adding receptacles un
roof. The garage will get can li
door, new rear door and be finis
the windows and doors and all th
rear Patio I will be add can lights,
finishing the ceiling in Tongue and
der the roof overhang in the corners
Can
with
GFI
Groove
of the
gnus, receptacles, insulation, a garage
hed in 5/8" Drywall. I am also replacing
e old cedar siding with James Hardy Board.
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 municpal 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.
05/18/2020
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
41 CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
IJ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections are complete, schedule re -inspection online.
I _;1
Date: !�� Z, - Inspector:
DO NOT REMOVE THIS NOTICE
A CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: /--7/,6
Job Address: 362 rte,— % ``-
Permi
,—
Permit Number:
J No one available for inspection: Time /PM
Re -inspection required: Yes Noi
When corrections have been made, schedule for re -inspection online at:
http://Www. cL wheatridge.co. uslinspection
>
Date: Inspector:
DO NOT REMOVE THIS NOTICE
®� o CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: A-1 f
Job Address:,��f`���1 _
Permit Number: �t2(9 c� Z_
❑ No one available for inspection: Time AIT
Re -Inspection required: Yes.' No
When corrections have been made, schedule for re -inspection online at:
http✓/www.ci, wheatridge, co, uslinspection
Date:- T "Inspector: a
DO NOT REMOVE THIS NOTICE
1* � I i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: RI
Job Address: .► �� t` / i e-'
Permit Number: 0 ���' U U -7 t
t
V6 i f
.•
❑ No one available for inspection: Time AM/PM
Re -Inspection required: � No
When corrections have been made, schedule for re -inspection online at:
httpYlwww. ci. wheatridge, co. uslinspection
Date: r ' 15 'd ` Inspector:
DO NOT REMOVE THIS NOTICE
� ► � i City of Wheat Ridge
-.A Residential Miscellaneous PERMIT - 202000781
PERMIT NO: 202000781 ISSUED: 05/18/2020
JOB ADDRESS: 4530 Garland St EXPIRES: 05/18/2021
JOB DESCRIPTION: Ripping off: Garage roof, stoop roof, and patio roof. Re -framing all three
roof areas due to poor original construction. Re -sheeting roofs with 1/2"
Plywood.
Reroof will be pulled on separate permit.
*** CONTACTS ***
OWNER (720)203-5259 KVIATKOFSKY NICHOLAS A
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2002 / KI PL ING , 1-70 & CLEARCREEK ARE BLOCK/ LOT# : 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 81458.00
FEES
Total Valuation 0.00
Plan Review Fee 122.49
Use Tax 177.62
Permit Fee 188.45
** TOTAL ** 488.56
*** COMMENTS ***
*** CONDITIONS ***
Work shall comply with 2012 IRC & 2017 NEC. Smoke alarms shall comply with 2012 IRC Section
134. INTERIOR ALTERATIONS, REPAIRS, FUEL -FIRED APPLIANCE REPLACEMENTS, OR ADDITIONS, ANY OF
WHICH REQUIRE A BUILDING PERMIT, OCCURS OR WHERE ONE OR MORE ROOMS LAWFULLY USED FOR
SLEEPING PURPOSES ARE ADDED SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED
WITHIN FIFTEEN FEET OF THE ENTRANCE TO EACH ROOM LAWFULLY USED FOR SLEEPING PURPOSES
1* � � i City of Wheat Ridge
-.A Residential Miscellaneous PERMIT - 202000781
PERMIT NO: 202000781 ISSUED: 05/18/2020
JOB ADDRESS: 4530 Garland St EXPIRES: 05/18/2021
JOB DESCRIPTION: Ripping off: Garage roof, stoop roof, and patio roof. Re -framing
roof areas due to poor original construction. Re -sheeting roofs
Plywood.
Reroof will be pulled on separate permit.
all three
with l/2"
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
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.
From: no-reolv(alci.wheatridae.m. us
To: CommDev Pets
Subject: Online Form Submittal: Permit Application (For permits which do not have a form already)
Date: Monday, April 27, 2020 12:46:22 PM
Permit Application (For permits which do not have a form already)
This application is exclusively for Scopes of Work that do not already have a
specific form.
YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE
PERMIT TO BE PROCESSED.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
PROPERTY INFORMATION
Property Address 4530 Garland St
Property Owner Name Nicholas A. Kviatkofsky
Property Owner Phone 720-203-5259
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email Nkviatkofsky@yahoo.com
Address
Attach City of Wheat Sianed Electronic Paymer
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
Submitting General Nicholas Kviatkofsky (Owner)
Contractor or Architect
Contractor's License 00000
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contract Phone 720-203-5259
Number (enter WITH
dashes, eg 303-123-
4567)
Contact Email Address Nkviatkofsky@yahoo.com
Retype Contact Email Nkviatkofsky@yahoo.com
Address
DESCRIPTION OF WORK
Detailed Scope of
Ripping off: Garage roof, stoop roof, and patio roof. Re -framing
Work - Provide a
all three roof areas due to poor original construction. Re -sheeting
detailed description of
roofs with 1/2" Plywood. Have hired roofing company who will
work including
submit permit when we are ready to re -shingle the roof after all
mechanical, electrical,
framing is complete.
plumbing work
GARAGE ROOF:
occurring,
(Floor Dimensions: 22.5'x 19')
adding/removing walls,
etc.
Building 2.5' wall addition to bring garage roof line and main
house roof line to same height.
Replacing ridge beam with one solid 2"x12"x20'
Using 2"x8" rafters
sheeting roof in 1/2" OSB
Installing 11 7/8" LVL beam for floor joist attachment for garage
attic. Resting on support walls
Attic Joist will be 2"x8"
PATIO ROOF:
(dimensions: 27' 5" x 14')
Constructing (2) 36" deep concrete footers to support two steel
posts that will support the patio roof beams
Using 11 7/8" LVL beam for the patio roof support
Installing 2"x8" rafters
sheeting roof in 1/2" OSB board
Stoop Roof:
(dimensions 13'6" x 88")
Constructing (1) 36" deep footer to support one steel post that
will support (2) 2"x10" beams that will support the rafters. Rafters
will be 2"x8" and 1/2" OSB will be used for roof sheeting.
Location of work Front Roof, Garage Roof, Back Yard Roof
(backyard, on roof, etc)
Project Value (contract
value or cost of ALL
materials and labor)
Upload Engineer letter,
other documents on 8
1/2" x 11 "
Upload Asbestos
Report if triggler level is
met per CDPHE
regulation.
Upload Drawings 11" x
17" or larger
$7,500
18012 (sealed).Ddf
Field not completed.
18012 - Nicholas Kviatkofskv - 4530 Garland St 2.odf
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.
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 Nicholas Kviatkofsky
Permit
Email not displaying correctly? View it in your browser.
PRO-IECT DATA:
PROJECT ADDRESS: 6103 IVANHOE ST,
COMMERCE CITY, CO 80022
APPLICABLE CODES: INTERNATIONAL RESIDENTIAL CODE 2012
PROJECT DESCRIPTION: NEW GARAGE ROOF STRUCTURE, NEW ENTRY CANOPY, NEW
PATIO ROOF, REROOFING OF (E) ROOFS, PARTIAL EXTERIOR SIDING
REPLACEMENT
ZONING: R2 - RESIDENTIAL 2
LwW ATLw(0 HOUBC� UP'N'i-ew.".-UHAD8
WHEAT RIDGE, COLORADO
pGROJCEC`Tm�)HRIECTOIR IJ ❑
OWNER: KVIATKOFSKY NICHOLAS 4530 GARLAND ST
DESIGNER / DRAFTER:
STRUCTURAL ENGINEER
CONTRACTOR:
WHEAT RIDGE
CO, 80033
BRANISLAV RATA -1
4525 GARLAND STREET
WHEAT RIDGE
80033, CO
970-623-4150
b_rataj(la yahoo.com
TBD
TBD
25'-0"
OUTLINE OF (E)
BUILDING, SHOWN
IN THICK OUTLINE
0
AREA OF WORK: ZI
NEW ROOFING
AREA OF WORK:
NEW ENTRY CANOPY
25'-0"
FRONT SETBACK
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PROJECT N
LOCATION
I
(E) DRIVEWAY
L
I
PROPERTY LINE
125.00'
o w Q
I M In
0
I I (
(
(
(E) PATIO
10'-0"
\ FRONT SETBACK
INIT "PEN :
CS
A 2.1
A 2.2
A 3.1
SS
S1
SD
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL Projects are
Subject to Field Inspections
COVER SHEET / SITE PLAN
FLOOR PLAN
ROOF PLAN
EXTERIOR ELEVATIONS
STRUCTURAL SPECIFICATIONS
ROOF FRAMING PLAN
STRUCTURAL DETAILS
�1 t�
City of
� r
" Wheat�e
COMMUN11Y DEVELOPMENT
APPROVED
Reviewed for Code Compliance
Randy Slusser 5/18/2020
Plans Examiner Date
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any of the prov/slons a/ Me bwMMg code or of o(f ph oedinmKes. Peri
presunng to gm outhorlty to Vi or cancel the prwisMgs of the dull&
codes or oMer on*mom o/ the Oty sW not be WU
AREA OF ORK:
NEW PATI ROOF
AREA OF WORK:
NEW GARAGE ROOF
23'-0" IEI FENCE
— — — — — — — — — (V — — — — — — — — Y — — — — — — — — —
<
Q
I 0 m
Lin to
w
PROPERTY LINE
125.00'
SITE PLAN
A1.1 1/8" = 1'-0"
I
BRANISLAV RATA -1
4525 GARLAND ST
WHEAT RIDGE, CO 80033
970-623-4150
B_ RATAJ@YAHOO.COM
WWW.PICTUREMYARCHITECTURE.COM
ISSUE
08.24.2018
REVISION:
PRELIMINARY
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PROJECT #:
DRAWN BY:
DESIGNED BY:
CHECKED BY:
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ISSUE
08.24.2018
REVISION:
PRELIMINARY
PROJECT #:
DRAWN BY:
DESIGNED BY:
CHECKED BY:
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BR
BR
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CS
SITE PLAN
AI I( -AI AI C1.1 !l 11 llC 1.IIT LI
ROOF SHEATHING OVER
MANUFACTURED ROOF TRUSS
STRUCTURE, RE:STRUCT.
ALTERNATE:
PROVIDE PRICE FOR RIDGE BEAM
AND JOIST ROOF STRUCTURE,
WITH ATTIC PLATFORM BELOW
STANDING SEAM METAL ROOF
GUTTER OVER FASCIA
VENTED SOFFIT
NEW PORTION OF PERIMETER
WALL
LINE OF (E) WALL TO BE
REMOVED (SHOWN DASHED)
(E) FOUNDATION, SLAB AND
PERIMETER WALLS TO
REMAIN, (SHOWN SCREENED),
RE: STRUCTURAL FOR
REQUIRED MODIFICATIONS
MELIVERAL HOOVLES❑
1. CONFIRM EXISTING DIMENSIONS AND LAYOUS IN FIELD, PRIOR
TO MATERIAL ORDER AND CONSTRUCTION
2. EXISTING CONSTRUCTIONS TO REMAIN ARE SHOWN SCREENED
3. REFER TO STRUCTURAL DRAWINGS FOR ALL NEW STRUCTURAL
MEMBERS, SIZES AND CONNECTIONS
4. CONFIRM ALL REQUIREMENTS WITH OWNER
27'-3" EXTENT OF NEW LAP SIDING ABOVE BRICK
— — — — — — — — — — — — — — — — — — — — — — — — — — — —
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - --j
23'-0" EXTENT OF NEW LAP SIDING
2'-0"
ALTERNATE:
PROVIDE PRICE FOR
EXTENDING GARAGE BY 2'-0",
TO ALIGN WITH (E) BUILDING
1 GROUND FLOOR PLANmommommommor—
N
A2.1 1/4" = 1'-0"
NEW ENTRY CANOPY
STEEL SUPPORT COLUMN
SET ON 36" DEEP CONC.
FOOTER
— NEW PATIO ROOF
ABOVE, (SHOWN ASHED)
PROVIDE 11 7/8 L L BEAM
SUPPORTING 2X8 AFTER
PATIO ROOF STRU TURE AND
3i OSB PLYWOOD ECKING
— PROVIDE 11 7/8 L L BEAM
NEW ENTRY CANOPY
STEEL SUPPORT COLUMN
SET ON 36" DEEP CONC.
FOOTER
City of
Wheat Ridge
Building Division
BRANISLAV RATAJ
4525 GARLAND ST
WHEAT RIDGE, CO 80033
970-623-4150
B_ RATAJ@YAH00.COM
WWW.PICTUREMYARCHITECTURE.COM
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FLOOR PLANS
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SLOPE 1/412'
y SLOPE 1/412
12'-10"
NEW ENTRY CANOPY
WITH EPDM MEMBRAI
RE: STRUCT.
NEW STANDING SEAM
METAL ROOFING, PROVIDE
NEW MATCHING FASCIAS,
FLASHINGS, GUTTERS AND
DOWNSPOUTS, TYP., PROVIDE
NEW SOOFITS, PROVIDE
PROPER ROOF VENTING
40'-4"
SLOPE 4:12 SLOPE 4:12
MIEHERAL L1 VOVE30
1. CONFIRM EXISTING DIMENSIONS AND LAYOUS IN FIELD, PRIOR
TO MATERIAL ORDER AND CONSTRUCTION
2. EXISTING CONSTRUCTIONS TO REMAIN ARE SHOWN SCREENED
3. REFER TO STRUCTURAL DRAWINGS FOR ALL NEW STRUCTURAL
MEMBERS, SIZES AND CONNECTIONS
4. CONFIRM ALL REQUIREMENTS WITH OWNER
NEW FASCIAS, FLASHINGS,
GUTTERS AND DOWNSPOUTS
TO MATCH NEW METAL ROOF,
TYP.
? NEW PATIO ROOF,
WITH EPDM MEMBRANE,
RE: STRUCT.
I SLOPE 4:12 I SLOPE 4:12 I
29'-0" NEW GARAGE ROOF STRUCTURE, FIELD VERIFY, ALIGN WITH (E) ROOF
1 GROUND FLOOR PLANmommommommor—
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15'-0"
10'-6"
7
City of
Wheat Ridge
Building Division
BRANISLAV RATAJ
4525 GARLAND ST
WHEAT RIDGE, CO 80033
970-623-4150
B_ RATAJ@YAH00.COM
WWW.PICTUREMYARCHITECTURE.COM
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ISSUE:
08.24.2018
REVISION:
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ROOF PLAN
RIDGE
EL = 112'-2"
B.O. EAVE
EL = 107'-0'
EXISTING PATIO ROOF
TO BE ROMOVED, (SHOWN
DASHED)
1ST FIN. FLOOR
EL = 100'-0"
NEW ENTRY CANOPY
STEEL SUPPORT COLUMN,
SET ON 36" DEEP CONC.
FOOTER
NEW PATIO ROOF WITH LOW
SLOPE EPDM MEMBRANE
ROOFING, PROVIDE FASCIAS,
FLASHINGS, GUTTERS AND
DOWNSPOUTS, TYP., PROVIDE
NEW SOOFIT�
NEW PATIO ROOF:
PROVIDE 11 7/8 LVL BEAM
SUPPORTING 2X8 RAFTER PATIO
ROOF STRUCTURE AND " OSB 12
PLYWOOD DECKING 41
REPLACE (E) WOOD SIDING WITH
NEW LAP SIDING, PAINT
12
14
4 NORTH ELEVATION
A3.1 1/4" = 1'-0"
RIDGE
EL = 112'-2"
B.O. EAVE
EL = 107'-0"
NEW STANDING SEAM METAL ROOFING, PROVIDE
NEW MATCHING FASCIAS, FLASHINGS,G UTTERS AND
DOWNSPOUTS, TYP., PROVIDE NEW SOOFITS, PROVIDE
PROPER ROOF VENTING
1ST FIN. FLOOR
EL = 100'-0"
NEW GARAGE ROOF
TO MATCH (E) HOUSE
ROOF, RE: STRUCT.
RIDGE
EL = 112'-2"
RIDGE
EL = 112'-2"
B.O. EAVE
EL = 107'-0"
1ST FIN. FLOOR
EL = 100'-0"
NEW ENTRY CANOPY:
PROVIDE 2X10 LEDGERS SUPPORTED FROM (E) WALL AND (2) 200 BEAMS
WITH 2X8 RAFTER CANOPY STRUCTURE AND ?�2-
OSB PLYWOOD DECKING
NEW ENTRY CANOPY WITH LOW SLOPE EPDM MEMBRANE
ROOFING, PROVIDE FASCIAS, FLASHINGS, GUTTERS AND
DOWNSPOUTS, TYP., PROVIDE NEW SOOFIT,
12 12
CANOPY SUPPORT COLUMN AND
PIER. RE: STRUCT.
/
NEW ENTRY CANOPY:
PROVIDE 2X10 LEDGERS SUPPORTED FROM (E) WALL AND (2) 200 BEAMS
41 14
Q[EH[E FED) a�j=[Eao
1. CONFIRM EXISTING DIMENSIONS AND LAYOUS IN FIELD
2. EXISTING CONSTRUCTIONS TO REMAIN ARE SHOWN SCREENED
3. REFER TO STRUCTURAL DRAWINGS FOR ALL NEW STRUCTURAL
MEMBERS, SIZES AND CONNECTIONS
4. CONFIRM ALL REQUIREMENTS WITH OWNER
NEW STANDING SEAM
METAL ROOFING, PROVIDE
NEW MATCHING FASCIAS,
FLASHINGS,G UTTERS AND
DOWNSPOUTS, TYP., PROVIDE
NEW SOOFITS, PROVIDE
PROPER ROOF VENTING
NEW GARAGE ROOF
TO MATCH (E) HOUSE
ROOF,RE:STRUCT.
\
EXISTING GARAGE ROOF REPLACE (E) WOOD SIDING WITH
TO BE ROMOVED, (SHOWN NEW LAP SIDING, PAINT
DASHED)
3 SOUTH ELEVATION
A3.1 1/4" = 1'-0"
NEW PATIO ROOF WITH LOW
SLOPE EPDM MEMBRANE
ROOFING, PROVIDE FASCIAS,
FLASHINGS, GUTTERS AND
DOWNSPOUTS, TYP., PROVIDE
NEW SOOFIT,
NEW PATIO ROOF:
PROVIDE 11 7/8 LVL BEAM
SUPPORTING 2X8 RAFTER PATIO
ROOF STRUCTURE AND 47 OSB
PLYWOOD DECKING
EXISTING PATIO
ROOF TO BE ROMOVED,
(SHOWN DASHED)_/
NEW ENTRY CANOPY
STEEL SUPPORT COLUMN,
SET ON 36" DEEP CONC./
FOOTER
EXTEND GARAGE WALL
AS ROUIRED TO ACOMMODATE
NEW GARAGE ROOF
B.O. EAVE i
EL = 107'-0"
EXISTING GARAGE ROOF
TO BE ROMOVED, (SHOWN
DASHED)
NEW BRICK VENEER,
MATCH (E)
1ST FIN. FLOOR
EL = 100'-0"
NEW ENTRY CANOPY
STEEL SUPPORT COLUMN,
SET ON 36" DEEP CONC./
FOOTER
NEW STANDING SEAM METAL ROOFING, PROVIDE
NEW MATCHING FASCIAS, FLASHINGS,G UTTERS AND
DOWNSPOUTS, TYP., PROVIDE NEW SOOFITS, PROVIDE
PROPER ROOF VENTING
NEW PATIO ROOF WITH LOW SLOPE EPDM MEMBRANE
ROOFING, PROVIDE FASCIAS, FLASHINGS, GUTTERS AND
DOWNSPOUTS, TYP., PROVIDE NEW SOOFIT, RE: STRUCT. FOR
CANOPY STRUCTURE
NEW PATIO ROOF:
PROVIDE 11 7/8 LVL BEAM
SUPPORTING 2X8 RAFTER PATIO
ROOF STRUCTURE AND * OSB
PLYWOOD DECKING
NEW ENTRY CANOPY
STEEL SUPPORT COLUMN,
SET ON 36" DEEP CONC./
FOOTER
2 WEST
73.1 1/4" = 1'-0"
ELEVATION
1 EAST ELEVATION
73.1 1/4" = 1'-0"
STANDING SEAM
\L ROOFING, PROVIDE
MATCHING FASCIAS,
HINGS, GUTTERS AND
NSPOUTS, TYP., PROVIDE
SOOFITS, PROVIDE
)ER ROOF VENTING
GARAGE ROOF
IATCH (E) HOUSE
RE: STRUCT.
ND GARAGE WALL
OUIRED TO ACOMMODATE
GARAGE ROOF
TING GARAGE ROOF
E ROMOVED, (SHOWN
IED)
ACE (E) WOOD SIDING WITH
LAP SIDING. PAINT
City of
Wheat Ridge
Building Division
BRANISLAV RATAJ
4525 GARLAND ST
WHEAT RIDGE, CO 80033
970-623-4150
B_ RATAJ@YAH00.COM
WWW.PICTUREMYARCHITECTURE.COM
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EXTERIOR
ELEVATIONS
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53470
No.
REVISIONS
DATE
PROJECT No:
18012
V J
DATE:
September 24, 2015
DEFINITIONS:
SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS:
WOOD PRODUCT MATERIAL NOTES:
CONCRETE MATERIAL NOTES:
an
Architect - The Firm or Individual responsible for the Architectural design of the project.
Special
Inspections
Codes and References:
Concrete
Code - The most current adopted and amended code of the Jurisdiction having precedence
I .
ENGenious LLC does not provide any Special Inspection services. ENGenious LLC does
•
American Plywood Association (A.P.A.)
I . Concrete elements of this design are based on a compressive strength of 2,500 psi
over the project site.
provide Structural Observation services upon request.
•
American Society of Testing and Materials (ASTM)
according to IRC requirements for Concrete without sampling. Yet the required
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Contract Documents - The Plans, Work Agreements, and Work Orders associated with the
2.
Special inspections may be required by the governing jurisdiction and or building official. If
•
National Products Association (NEPA)
compressive strength of concrete to be used for this project shall meet or exceed the
Project.
required, the Owner and or Constructor shall retain the appropriate Special Inspectors to
•
Western Wood Products Association (WWPA)
specified strengths below U.N.O. on the Plans:
Constructor - The Company or Individual or Owner or General Contractor responsible for the
provide inspections during construction. Special Inspectors may be required to be
•
National Lumber Grades Authority (NLGA)
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construction and/or sub contracting of the project.
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approved by the Jurisdiction and or Building Official.
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Concrete Use Minimum Compressive Strength (28 days)
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Engineer - The Firm or Individual responsible for the Structural design of the Project.
3.
When Material testing is required, Owner and or Constructor shall retain independent
Framing Material
Basement walls, foundations, or other
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Geotechnical Engineer - The Firm or Individual responsible for the Soils report and soils
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testing agencies to conduct material testing as required.
I .
Any change in lumber species or grade must be approved in writing by the Engineer.
concrete not exposed to weather 2,500 psi
recommendations.
4.
Inspection of work by Special Inspectors and material tests conducted by the testing
2.
All nailing shall be in conformance with IRC table RG02.G. All nails shall meet or exceed
Basement slabs and interior slabs on grade,
Jurisdiction - The governing entity for which the project falls under and will be reviewed by
agencies does not relieve the Owner or Constructor of compliance with the Plans or
ASTM F I GG7 and ICC ESR 1539.
except garage floor slabs 2,500 psi
during initial plan review and during the inspection period.
applicable codes, standards, and or requirements.
3.
Provide solid blocking and bridging as required by IRC and IBC or where noted on the
Basement walls, foundation walls, exterior walls
Owner - The Individual, persons, and or Company that holds or will hold ownership of the
Structural Observations
Plans.
and other vertical concrete exposed to weather 3,000 psi
Project.
I .
ENGenious LLC will perform Structural Observations when required and or requested by
4.
All framing lumber shall be kiln dried with a maximum moisture content not to exceed 19%.
Porches, carport slabs, and steps exposed to
Plans -Are the drawings that include the plan sheets, details, notes, and specifications.
the Owner, Constructor, Building Official, and or governing jurisdiction.
Each shall bear a grade mark of the grading association/authority and shall also be stamped
weather, and garage floor slabs 3,500 psi
Project - The specific location addressed in the Contract Documents.
2.
Observations will follow the requirements of IBC (20 18 IBC) Section 1 704.6.
"Dry".
Truss Manufacturer / Truss Designer - The Company or Individual responsible for the roof truss
3.
In no way are Observations to be seen, interpreted, and or construed as Inspections and
5.
Sole plates, Sill Plates, and Sleepers shall be treated wood.
2. All concrete shall meet or exceed ACI -3 18, ACI -30 I , and ACI -302. I R for residential
and or floor truss design.
in no way do Observations waive the requirements of Inspections.
G.
All 2xG or smaller material shall be NLGA graded lumber. All 2x8 or greater lumber shall be
construction.
ABBREVIATIONS:
WWPA/WCLI6 graded lumber.
3. This Project is located in a Severe weathering potential region. Therefore, concrete used
SHOP
FABRICATED METAL PLATED TRUSSES:
7.
Framing and studs shall meet the requirements specified below U.N.O. on the plans,
for basement walls, garage floor slabs, exterior slabs, and foundation stem walls shall be
details, or specifications:
air -entrained. Concrete used for interior floor slabs and footers shall be air -entrained if
# = Pounds
HF = Hem Fir
/ = Per
in = inch
I .
Shop fabricated metal plate connected trusses shall be supplied by a manufacturer that is
Exterior Walls 2x4 DF or SPF or HF No. 1/2 grade studs at I G" O.C.
they are subject to freezing and thawing during construction. Total air content (percent by
AYC = Alaskan Yellow Cedar
1-51-= Timberstrand (Weyerhauser Laminated Strand Lumber)
approved by the governing jurisdiction.
Interior Bearing Walls 2x4 DF or SPF or HF No. 1/2 grade studs at I G" O.C.
volume of concrete) shall not be less than 5% or more than 7%. Total air content for
B = Box Nail
LVL = Microlam (Weyerhauser Laminated Veneer Lumber)
2.
Trusses shall be designed and manufactured in accordance with ANSI/TPI I national design
Interior Non -Bearing Walls 2x4 DF or SPF or HF stud grade studs at 24" O.C.
garage floor slabs with a steel trowel finish may be reduced to not less than 3% provided
B.N. = Boundary Nailing
MAX = Maximum
standard for metal plate connected wood truss construction.
Top plates 2x4 DF or SPF or HF No. 1/2 grade
the compressive strength is increased to 4,000 psi.
B.O.W.= Bottom of Wall
MIN = Minimum
3.
Trusses shall be designed to support their self weight and all Code and or Plan required
Sole Plates 2x DF or SPF or HF stud grade
Reinforcing steel
B.O.F. = Bottom of Footing
N.B. = Non -Bearing
basic loads such as dead loads, live loads, drag and collector forces, and shear wall
Sill Plates 2x DF or SPF or HF stud grade
I . Cover for reinforcing steel shall meet or exceed requirements of ACI -3 18.
_
Btm Bottom
=
O.C. On Center
loads. In addition to basic loads trusses shall be deli ned for all mechanical loadin
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Trimmers and kin studs shall match wall stud re uirements
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2. Hook and bends shall meet the re uirments of ACI -3 18 14 Section 25.3
q
6rg = Bearing
OSB = Oriented Strand Board
equipment loads, special use loading, and concentrated loads designated on the Plans.
Outlookers 2x4 DF or SPF or HF No. 1/2 grade
3. #3 bar and smaller shall be of grade 40 (ASTM AG 1 5) steel with a Fv= 40,000 psi
Cant. = Cantilever
psf = Pounds per Square Foot
4.
Attics are to designed without storage unless noted otherwise. The truss manufacture
Rafters DF or SPF or HF No. 1/2 grade
4. #4 bar and larger shall be grade GO (ASTM AG 1 5) steel with a Fv= GO,000 psi.
C = Common nail
psi = Pounds per square inch
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shall design truss webs to meet the requirements of IRC Table 30 I .5.
8.
Headers and beams shall meet the requirements specified below U.N.O. on the plans,
Cont = Continuous
PSL = Paralam (Weyerhauser Parallel Strand Lumber)
5.
Trusses shall meet total and live load deflection limits per the Code.
details, or specifications:
CI = Penny nail
S = Sinker Nail
G.
Recommended Limits are as follows:
Built-up 2xG and smaller Spruce -pine -fir No. 1/2
DFL =Douglas-Fir-Larch
SPF =Spruce Pine Fir
a. Total Load Deflection 3/4" maximum
Built-up 2x8 and larger Douglas -fir -larch No. 2
E. E. =Each End
T.O.C. = Top of Concrete
b. Live Load Deflection 3/4" maximum
4x6 to 4x 12 Douglas -fir -larch No. 2
EQ = Equal
T.O.W.= Top of Wall
G. Adjacent truss deflection difference 1/2" maximum
4x 1 4 t 4x 1 4 Douglas -fir -larch No. I
ft =feet, foot
U.N.O.= Unless Noted Otherwise
d. Camber = to dead load deflection
6x t larger Douglas -fir -larch No. I
G = Gun Nail
W = Wide Flange Steel I -Beam
Recommended deflection limits are provided to reduce building serviceability issues
Simple Span Glue Laminated 24F- 1.8E / Symbol 24F -V4 DF/DF
GILD = Glue Laminated Beam
w/ = with
experienced in past circumstances. These recommendations are not required.
Cont. Span Glue Laminated 24F- 1.8E / Symbol 24F -V8 DF/DF
GT = Girder Truss
w/o = without
7.
The truss manufacturer shall provide truss drawings sealed and signed by a registered
Cantilevered Glue Laminated 24F- 1.8E / Symbol 24F -V8 DF/DF
design professional licensed in the State of the Project.
Laminated Strand Lumber 1 .3 E and I .55E as sown per plan
GENERAL CONDITIONS:
8.
ENGenious LLC will review and approve provided sealed and signed truss drawings.
Laminated Veneer Lumber 2.OE per plan
I . The Constructor shall visit the building site and shall verify all conditions and dimensions
Constructor shall not order or install trusses prior to approval by ENGenious LLC. The
Parallel Strand Lumber 2.OE per plan
p
prior to starting any work. Engineer shall be notified immediately of any discrepancies and
a roved drawin s may require approval b the Duildin Official prior to installation.
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9.
Wood Structural Panel Sheathin g'
for changes needed.
9.
Cutting, notching, or altering the trusses in any way that is not depicted in the truss
All sheathin shall meet or exceed A.P.A. rated sheathin with a bond classification of
g g
2. These Drawings, Details, Notes, and Specifications do not relieve the Constructor of
drawin s is rohibited. Notchin of the able end truss to chord for lookouts shall be
g p g g p
exposure I and meet the requirements specified below U.N.O. on the plans, details,
accounted for in the truss drawings. Truss repairs shall be provided by the truss desig
orspner ecifications:
meeting Code requirements.
3. Design requirements as indicated on both the Drawings, Details, Notes, and
of record.
l
Application Span Ratin g Thickness
Specifications shall be followed entirely. It is the Constructor's responsibility to review
Roof Sheathing 32/1 G 15/32" MIN.
and follow the Plans. Where two or more standards are presented with conflicting
Floor Sheathing 24" 23/32" MIN.
information, the Engineer shall be informed. If Constructor proceeds without verification
Walk Deck Sheathing 24" 23/32" MIN.
from the Engineer, the more stringent of the standards shall be met.
Alt. Floor or Walk Deck 48/24 3/4" MIN.
4. Structural stability of the building relies on the finished construction with completed
Wall Sheathing 24/0 3/8" MIN.
framing of all the walls, roofs, and floors. Temporary bracing and shoring shall be provided
by the Constructor to insure stability of the Structure during construction.
Protection
against decay
5. It is agreed that the professional services of the engineer do not extend to or include the
I .
Locations requiring waterborne preservatives (preservative -treated or PT) or naturally
review or site observation on the foundation and framing work unless otherwise
durable wood are as follows:
additionally contracted. It is further agreed that the Owner will defend, indemnify and hold
I . I . Interior wood joists or floors that are closer than 18 inches to exposed ground in
harmless the Architect/Engineer from any claim or suit whatsoever, including but not limited
crawlspaces or unexcavated areas.
to all payments, expenses or cost involved, arising from or alleged to have arisen from the
1 .2. Interior wood girders that are closer than 12 inches to exposed ground in
Constructor's performance or the failure of the Constructor's work to conform to the
crawlspaces or unexcavated areas.
design intent and the Contract Documents. The Architect/Engineer agrees to be
1 .3. Wood framing members, including wood sheathing, that are in contact with the
responsible for his own or his employees negligent acts, errors or omissions.
exterior foundation walls and are less than 8 inches from exosed earth.
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1 .4. Wood framing members and furring stripes in direct contact with the interior of
rae.
exterior masonry or concrete walls below gd
SHOP DRAWINGS AND DEFERRED cJUBMI �TALcJ:
1.5. Any wood in contact with concrete foundations in direct contact with earth.
I . The Constructor shall provide the following shop drawings for review and approval by
I G. Wood framing exposed to weather and not fully protected from moisture by a
ENGeniois LLC:
roof, eave or similar covering.
a. Roof Truss (I -Joist) Drawings Deferred Submittal Required
2.
Exterior grade lumber
2. The Constructor shall review shop drawings for conformance to the Plans prior to
Built-up 2xG and smaller Spruce -pine -fir No. 2 (PT)
submission to ENGenious LLC. Any deviations from the Plans shall be clearly addressed
Built-up 2x8 and larger Douglas -fir -larch No. 2 (PT)
prior to submission.
4xG to 4x 12 Douglas -fir -larch No. 2 (PT)
3. ENGenious LLC will provide written response to shop drawings indicating whether or not a
4x 1 4 t 4x 1 4 Douglas -fir -larch No. I (PT)
shop drawings meet or exceed the intent of the Plans.
Gx t larger Douglas -fir -larch No. I (PT)
4. Review and approval of shop drawings by ENGenious LLC does not relieve the Constructor
Simple Span Glue Laminated 20E- 1.5E / Symbol 20F -V 12 AC/AC
from responsibility to meet full compliance of the Plans.
Cont. Span Glue Laminated 20E- 1.5E / Symbol 20F -V 13 AC/AC
Cantilevered Glue Laminated 20E- 1.5E /Symbol 20F -V 13 AC/AC
SOILS AND FOUNDATION RECOMMENDATIONS:
I . A Geotechnical Report has not been provided for this Project. In the absence of design
criteria provided by a licensed Geotechnical Engineer or the Building Official to justify
otherwise, ENGenious LLC has designed the foundation with the following presumptive
assumptions:
a. The foundation design is based on stable soil conditions
b. Material Class 5 (IBC 2018 Section 1806.2, IRC 2018 Section 401 .4) with a
maximum soil bearing pressure of 1 ,500 psi
G. No consideration was made for the effects of questionable soils, expansive soils,
collapsible soils, and or groundwater.
2. ENGenious LLC recommends a licensed Geotechnical Engineer be retained and directed to
perform and geotechnical investigation and provide a soils and foundation report for the
Project. Such report will be used to verify or revise the assumptions made concerning the
soils conditions and design criteria for the project.
3. If a licensed Geotechnical Engineer is not retained to perform a soils investigation, the
Constructor and or Owner accepts full responsibility for the adequacy of the presumptive
design values listed above.
4. The soils for the building pad that support foundation elements shall meet or exceed the
Code and or the Building Officials requirements. ENGenious LLC recommends that a
licensed Geotechnical Engineer be retained to verify pad conformance.
5. All and any soils used for bearing of foundation elements shall be undisturbed native soil
and or engineered fill material meeting the Code, Building Official requirements, and or
design per a licensed Geotechnical Engineer.
City of
Wheat Ridge
Building Division
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53470
No.
REVISIONS
DATE
PROJECT No:
18012
V J
DATE:
September 24, 2015
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No.
REVISIONS
DATE
PROJECT No:
18012
DRAWN:
ENC
DATE:
September 24, 2015
0
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STATUS:
CONSTRUCTION
SHEET NAVE:
STRUCTURAL
SPECIFICATIONS
PROJECT No:
18012
DRAWN:
ENC
DATE:
September 24, 2015
SHEET No:
REV No:
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I . These plans meet the repuirements specified within the International Building Code (IBC) and/or
NOTE
DESCRIPTION
Notes:
Roof trusses and girder trusses with bearing loads that exceed the bearing capacity of hem fir
no. I / no. 2 top plate reoyire bearing blocks or bearing enhoncer's which shall be deegned,
detailed, and located by the truss manufacturer in the truss shop drawings.
2. Girder trusses specified as 3 -ply or greater may be reduced by one ply provided bearing blocks
or bearing enhancers are desgned, detailed, and located by the truss manufacturer in the truss
shop drawings. When the number of plys are reduced, the truss manufacturer Is responeble for
specifying the hanger supporting the girder, if applicable.
3. Any notching, drilling, and or but not limited to cutting of trusses must be desgned by the
manufacturer or truss dee,3ner.
4. Any notching, drilling, and or but not limited to cutting of rafters ortoists must meet the
reoyirements of IRC (2018) section 502.8 and or IRC (201 A section 802.7.
TRUSS / JOIST DEPTH# BEARING
OR RAFTER NOTE POINTS
JL i� HANGER ELEMENT X� MODIFIERS
X
GIRDERTRUSS DESCRIPTION
PT:X
METAL PLATE CONNECTED TRUSS
GT:X
METAL PLATE CONNECTED GIRDER
R2x:X
ROOF RAFTERS
IJ:X
PRE -MANUFACTURED I -JOISTS
J 2x:X
FLOOR JOISTS
Roof Dead Load 15 psf
MODIFIERS
0
24" O.C. WITH ATTIC SPACE
O
Attic Live Load (Storage) 20 psf concurrent
O
Wind Speed - 105 mph; Expoeure at M.W.F.R.S. - C; Importance Factor - 1 .0; Risk
Category - 11
w. Seismic Loading:
O
w. Frost Protection:
O
iv. Foundation presumptive deegn values (based on presumptive values from IBC Chapter 1 8 and
IRC Chapter 4):
DEPTH
DescRPT1oN
100 psf/ft allowable lateral bearing pressure.
The presumptive sods values used to desgn the protect shall be verified by o licensed
Geotechnical Engineer.
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PORCH BY OTHERS
L
EXISTING STRUCUTRE
TO REMAIN �
ROOF FRAMING PLAN
PATIO BY OTHERS
O —
SCALE
4I = I i-ou
DESIGN CKITEKIA:
I . These plans meet the repuirements specified within the International Building Code (IBC) and/or
the International Residential Code (IRC) code year 201 2.
2. The Contractor shall verify all field dimeneons, exieting conditions, and noted assumptions. Any
deviations shall be coordinated with the acting engineer of note prior to proceeding with related
work concerning the deviation.
3. It Is agreed that the profeseonol services of the Engineer do not extend to or include the review
or ete observation of the framing work. It Is further agreed that the owner will defend, indemnify,
and hold hormle= the Engineer from any claim or suit whatsoever, including but not limited to all
payments, expenses or cost involved, orieng from or alleged to have risen from the Contractor's
performance or the failure of the Contractor's work to conform to the deegn intent and the
contract documents.
4. Protect Design Criteria:
I. Vertical Loading:
Dead Loads-
Roof Dead Load 15 psf
Wa11 Dead Load 8 psf
Live Loads-
Roof Live Load (typical) I G psf
Roof Live Load (snow Toad) 30 psf
Attic Live Load (Storage) 20 psf concurrent
u. Wind Loading:
Wind Speed - 105 mph; Expoeure at M.W.F.R.S. - C; Importance Factor - 1 .0; Risk
Category - 11
w. Seismic Loading:
Seemic Design Category - B; Site Class - D; Importance Factor - 1 .0; Risk Category - 11
w. Frost Protection:
Minimum 3'-0" depth of cover unless noted otherwise on the plans.
iv. Foundation presumptive deegn values (based on presumptive values from IBC Chapter 1 8 and
IRC Chapter 4):
Assumed Type 5 Site Class
1 ,500 psf maximum allowable bearing pressure.
100 psf/ft allowable lateral bearing pressure.
The presumptive sods values used to desgn the protect shall be verified by o licensed
Geotechnical Engineer.
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SHEAKWALL AND PLATE ANCHORAGE SCHEDULE:
SHEAR WALL DESIGNATION ON PLANS: # MINIMUM SHEAR WALL LENGTH
SHEAR WALL #
00
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3/8" TO
3/8" TO
3/8" TO
3/8" TO
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SHEATHING
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1/2"
1/2"
1/2"
15/32"
1/2"
1/2"
A.P.A.
A.P.A.
A.P.A.
A.P.A.
A.P.A.
OQ
G.W.B.
G.W.B.
RATED
RATED
RATED
RATED
RATED
NAILS
5d
Gd
8d
8d
8d
8d
I Od C
EDGE SPACING
7" O.C.
4" O.C.
G" O.C.
4" O.C.
3" O.C.
2" O.C.
3" O.C.
FIELD SPACING
12" O.C.
1 2" O.C.
12" O.C.
1 2" O.C.
12" O.C.
1 2" O.C.
12" O.C.
TOP PLATE
( I )-2x
( I )-2x
(2)-2x
(2)-2x
(2)-2x
(2)-2x
PANEL JOINTS AND
BLOCKING
None
None
2x
2x
2x
(2)-2x
(2)-2x
BOTTOM PLATE
2x
2x
2x
2x
2x
2x
2x
EXTERIOR ANCHOR
TO CONCRETE
SPACING
72" O.C.
G4" O.C.
32" O.C.
24" O.C.
I G" O.C.
1 2" O.C.
9" O.C.
INTERIOR
SHOT PIN
ANCHOR
SPACING
12" O.C.
1 2" O.C.
G" O.C.
4" O.C.
N/A
N/A
N/A
TO
CONCRETE
ANCHOR
SPACING
G4" O.C.
48" O.C.
24" O.C.
1 G" O.C.
1 2" O.C.
9" O.C.
9" O.C.
ANCHOR
NAILS
8d G
8d G
8d G
8d G
8d G
8d G
I Od C
TO
WOOD
SPACING
1 2" O.C.
9" O.C.
G" O.C.
1 2" O.C.
4" O.C.
3" O.C.
2" O.C.
Notes:
Anchors are either wet set 112" via. x 10" long ong bolts w/ min. 7" embedment or 1/2"
ilia. wedge anchors w/ min. 2-3/4" embedment .
2. Shot pins shall be a min. O. 145" via. x 2.875" len th. at late ends
g p place additional (I)
pin at G" from end and ( I ) pin 10" from end. spacing shall be per table above.
3. Screw anchors may be used in place of wet set or wedge anchors. use 112" via. Simpson
titen by screw anchors with 3-1/4" embedment. maintain min. 1-3/4" edge distance.
4. Special inspection is requirev for wedge and screw anchors per the IBC and INC.
5. When double sided g.w.b shear walls are indicated on the plans, anchor spacing shall be
reduced by half.
C. Use (2) rows of 8v nails staggered at G' o.c. for build up of (2)-2x for panel Joints and
blocking.
7. Where shear wall is indicated on plans through perpendicular walls, shear walls shall be
constructed prior to placement of avJacent framing.
ROOF FRAMING NOTES:
Roof sheathing shall meet minimum repuirements of 15/32" A.P.A. roof sheathing with a span index
of 3211 G, exposure I . Sheathing shall be installed with strong axis perpendicular to support.
Blocking is not repuired unless specified on the plans or details.
Fastening options are as follows:
- 8d C nods at G" O.C. along all boundaries and edges and 12" O.C. in field
- I G gauge x 1,3/4" long with 7/1 G" crown staples at 3" O.C. along all boundaries and edges
and G" O.C. in field. Staple crown shall be parallel to supporting framing member.
2. Pre -manufactured trusses shall be dee,3ned to the Protect Design Criteria stated on the plans.
Pre -manufactured trusses shall be provided by on approved fabricator with drawings and
calculations sealed by o registered Profssional Engineer. pros fabricator shall desgn tro= webs
City of
Wheat Ridge
Building Division
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i 53470 i
No.
REVISIONS
DATE
PROJECT No:
18012
1�^1
v /
DATE:
September 24, 201 (5
SHEET No:
21
SI
0
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STATUS:
CONSTRUCTION
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i 53470 i
No.
REVISIONS
DATE
PROJECT No:
18012
DRAWN:
ENC
DATE:
September 24, 201 (5
SHEET No:
REV No:
SI
0
STATUS:
CONSTRUCTION
SHEET NAME:
ROOF FRAMING
PLAN
PROJECT No:
18012
DRAWN:
ENC
DATE:
September 24, 201 (5
SHEET No:
REV No:
SI
0
A.P.A. RATED ROOF ATTACH 2x4 OUTLOOKEK AT DIAGONAL
SHAETHING TO SIDE OF TRUSS WITH BRACE ATTACH 2x4
2x4 OUTLOOKEKS ON (3)-8d G END NAILS BLOCK TO TOP
EDGE W/ (2)-8d G ATTACH 2x4 FIAT TO CHORDS W/ (3)-8d
TOENAILS TO TOP DIAGONAL BRACE W/ G END NAILS
CHORD OF GABLE gd G FACE NAILS AT
TRUSS. SPACE 1 2" O.C. WHEN (6)-8d G
OUTLOOKEKS AT 4'-0" BRACE LENGTH IS NAILS AT
O.C. GREATER THAN G'-0" BRACE TO
B.N. PER PAN BLOCKING
2'-O" MAX,
WHEN GABLE EXCEEDS SIMPSON A34 CLIP 21_0" MAX TO
6'-O" TALL, SCAB 2x4 AT 2x4 BRACE TO EACH END
FIAT, OR WHEN TALLER 2x4 GABLE TIE
G
THAN 61-0% PLUS (4)-8d
CE NO
B
SCAB 2x4 / RAT REQUIRED
ON EDGE AT EACH TOENAILS i
VERTICAL wWHEN TRUSS HEIGHT/ 8d G NAILS �� IS 24" OK LESS OK
AT 2" O.C. i LENGTH IS LESS THAN
ATTACH TRUSS TO 10 14 10'-0''. 2x4 DIAGONAL
NAILER W/ 8d G NAILS BRACE AT RIDGE AND
AT 8" O.C. 2 AT 0-0" O.C. MAX.
1/2" MAX. OFFSET
ALLOWED
CAMBER GAP 2x4x6'-0" MIN. GABLE TIE AT RIDGE AND
ONE SIMPSON H2.5A EVERY 0-0" O.C. W/ (3)-8d G NAILS TO TOP
EVERY STUD OK ONE OF TRUSS BOTTOM CHORD
SIMPSON RSP4 EVERY N CEILING BACKER AS NEEDED
OTHERSTUD. IF WALL ATTACH 2x4 NAILER W/ 8d G TOENAILS AT
HAS EXTERIOR WOOD 12'' O.C. EACH SIDE
PRODUCT SHEATHING, SHEAR WALL PER PLAN.
CLIPS ARE NOT
JREQUIRED. BRACED GABLE END TRUSS
2x4 OUTLOOKEKS ON EDGE W/ (2)-8d G
TOENAILS TO TOP CHORD OF GABLE A.P.A. RATED ROOF
TRUSS. SPACE OUTLOOKERS AT 4'-O" O.C. SHAETHING
BLOCK BETWEEN ATTACH 2x4
OUTLOOKEKS OUTLOOKEK TO SIDE OF
B.N. PER PLAN TRUSS WITH (3)-8d G
2x4 OUTLOOKEKS ON
STUD
SIZE
EDGE W/ (3)-8(J G
ATTACH SIDE OF
TOENAILS TO TOP PLATE
TRUSS TO TOP
OF GABLE WALL. SPACE
PLATE W/ 8d G
OUTLOOKEKS AT 4'-0"
NAILS AT 8" O.C.
ONE SIMPSON H9)-qA
HEADER PER PIAN
EVERY STUD OK ONE
NAIL ALL PANEL EDGES PER PLAN
SIMPSON RSP4 EVERY
I K.S.
OTHER STUD. IF WALL
IOd C NAILS INTO TRIMMER AND
HAS EXTERIOR WOOD
2x4
PRODUCT SHEATHING,
2 K.S.
CLIPS ARE NOT
OPENING IS 1 O' OK GREATER
SHEAR WALLE4R:
MAX. 4-1/2"x4-1/2" CUT ON PANEL
ATTACH KIND STUD(S) TO HEADER
2x4x6'-0" MIN. GABLE TIE AT RIDGE AND
ATTACH SIDE OF TRUSS
EVERY 0-0" O.C. W/ (3)-8d G NAILS TO TOP
TO 2x BLOCK NAILER AT
OF TRUSS BOTTOM CHORD
EACH BAY W/ 8d G
FULL HEIGHT BALLOON FRAMED WALL.
NAILS AT 8" O.C.
WALLS 14'-0'' OK GREATER REQUIRE 2x6
TRIMMER PER PIAN
MIN. STUDS SCALE:
UP TO G'
BALLOON FRAMED GABLE END 111— 1'-0"
KING STUD(S) PER TABLE BELOW
GABLE END EXTERIOR WALL
[-7,3
I K.S.
BRACED GABLE END TRUSS
EDGE NAILING PER PLAN
r FIELD NAILING PER PLAN
1/8" GAP BETWEEN PANELS
RUN SHEATHING STRENGTH AXIS
PERPENDICULAR TO FRAMING
AT BEAM
(2) 2x CONT. TOP PLATE
NEW 2x CRIPPLE WALL
WITH STUDS AT 16" O.C.
MIN. ALIGN WITH
EXISTING STUDS BELOW.
(I) SIMPSON H6 FROM EACH CRIPPLE
STUD TO EXISTING TOP PLATE TO
EXISTING HEADEFQ/BEAM. ALTERNATE
SIDE OF WALL CLIP IS INSTALLED.
(2) 51MFSO N H2 CLIPS
AT EACH CRIPPLE STUD
TO EXISTING TOP PLATE
TO EXISTING STUD
7/1 6" APA RATED SHEATHING
FROM CONT. TOP PLATE TO
EXISTING WALL. RUN 2'-0" MIN.
BELOW EXISTING TOP PLATE.
NAIL wl 8d G NAILS AT 4" O.C.
AT EDGE AND 8" O.C. IN FIELD.
2x BLOCKING AT PANEL EDGE.
ATTACH TO EXISTING STUDS w/
(3) 8d G TOE NAILS AT EACH END
NEW (2) 2x CONT. TOP PLATE
NEW 2x STUDS AT EACH EXISTING STUD.
ATTACH TO EXISTING STUD WITH 8d G
FACE NAILS AT 8" O.C. STAGGERED
CUT OK REMOVE EXISTING TOP PLATE
TO ALLOW FOR TALLER STUDS
REMOVE EXISTING CRIPPLE WALL WHERE
OCCURS AND REPLACE WITH NEW 2x
CRIPPLE WALL WITH CRIPPLE STUDS AT 16"
O.C. MIN.
EXISTING HEADER/ BEAM
EXISTING KING STUD
EXISTING TRIMMER
(2) 2x TOP PLATES AT ALL EXTERIOR
AT WALL
SCALE:
-0 11
RAISED WALL PLATE
AT EXISTING WALL 480
SCALE:
111- -0
11
RAISED WALL PLATE
AT EXISTING WALL 48
Nu F-
I . PANELS SHALL SPAN CONTINUOUS OVER AT LEAST TWO SUPPORTS.
2. PROVIDE BLOCKING AT EDGES ONLY WHEN NOTED ON PLANS. EDGE NOT
REQUIRED UNLESS BLOCKING IS NOTED.
3. FASTENERS SPACED 3" O.C. OK LESS MUST BE STAGGERED.
4. FASTENERS SHALL BE DRIVEN TIGHT WITHOUT PENETRATING SURFACE.
5. ANY 4' SECTION OF NAILING SHALL MEET THE MIN. SPACING SCALE:
11
REQUIREMENTS. — 2'-D
ROOF SHEATHING LAYOUT f74,) ELEVATED HEEL
PERPENDICULAR STRENGTH AXIS
116'' GAP
BETWEEN
PANELS
EDGE NAILING
PER PLAN
BLOCKING BELOW
AT 8'-O" O.C. MIN. RUN SHEATHING
AND AT RIDGE STRENGTH AXIS
AND EAVES PERPENDICULAR
TO FRAMING
BLOCKING
BELOW AT 8'-0"
O.C. MIN. AND
THE RIDGE AND
EAVES
SIMPSON CS 16
STRAPS AT
- 8'-0" O.C. MIN
AT BLOCKING.
RUN STRAPS
48" ON EACH
SIDE OF NEW
EXISTING ROOF NEW ROOF ROOF
AND FRAMING AND FRAMING CONNECTION
SCALE:
= 21-011
SHEATHING CONTINUATION
AT NEW ROOF TO EXISTING ROOF 752
ROOF TRUSS PER PLAN
ATTACH TRUSS TO
TOP PLATE W/ (3)-8d G
TOENAILS EVERY
TRUSS
A.P.A. RATED ROOF
SHEATHING PER PLAN
2x SOLID BLOCKING
EVERY TRUSS BAY.
ATTACH TO TRUSS
WITH (2)-8d G END
NAILS EACH END.
V -NOTCH OK BORE
(3) HOLES OK PER
ARCH. TYPICAL
BLOCKING SHOWN.
B.N. PER PLAN
FASCIA PER
ARCHITECT
SHEAR WALL PER PLAN
HEADER PER PLAN
SCALE:
-0
Sfl CF11 nlNv, —LIrS F1KC NUI - TRUSS 700
REQUIRED. EXTERIOR BEARING WALL
KING STUD(S) (K.S.) REQUIRED PER WALL HEIGHT AND OPENING WIDTH
STUD
SIZE
AND INTERIOR BEARING WALLS.
&-1" MAX.
PLATE rIEIC IT
D' - I" MAX.
PLATE rIEIC IT
2x CRIPPLE STUDS AT 16" O.C.
12'-1" MAX.
PLATE rIEIC IT
0
U.N.O. PER PIAN
1 K.S.
I K.S.
HEADER PER PIAN
2 K.S.
NAIL ALL PANEL EDGES PER PLAN
USE SIMPSON C520 STRAP w/ (8)
I K.S.
2 K.S.
IOd C NAILS INTO TRIMMER AND
3 K.S.
2x4
HEADER EACH, WHERE EXTERIOR
2 K.S.
2 K.S.
OPENING IS 1 O' OK GREATER
3 K.S.
MAX. 4-1/2"x4-1/2" CUT ON PANEL
ATTACH KIND STUD(S) TO HEADER
2 K.S.
3 K.S.
3 K.S.
5 K.S.
�O
WITH (6) 8d G NAILS
1 K.S.
I K.S.
I K.S.
TRIMMER PER PIAN
2x BLOCKING AT ANY PANEL
UP TO G'
I K.S.
KING STUD(S) PER TABLE BELOW
z
I K.S.
2x6
U.N.O. PER PIAN
>
I K.S.
I K.S.
(2) 2x SILL PLATE AT ALL WINDOWS
O
UP TO 1 2'
2 K.S.
2x PRESSURE TREATED SOLE PLATE
N
2 K.S.
oQ
W
AT WALL
SCALE:
-0 11
RAISED WALL PLATE
AT EXISTING WALL 480
SCALE:
111- -0
11
RAISED WALL PLATE
AT EXISTING WALL 48
Nu F-
I . PANELS SHALL SPAN CONTINUOUS OVER AT LEAST TWO SUPPORTS.
2. PROVIDE BLOCKING AT EDGES ONLY WHEN NOTED ON PLANS. EDGE NOT
REQUIRED UNLESS BLOCKING IS NOTED.
3. FASTENERS SPACED 3" O.C. OK LESS MUST BE STAGGERED.
4. FASTENERS SHALL BE DRIVEN TIGHT WITHOUT PENETRATING SURFACE.
5. ANY 4' SECTION OF NAILING SHALL MEET THE MIN. SPACING SCALE:
11
REQUIREMENTS. — 2'-D
ROOF SHEATHING LAYOUT f74,) ELEVATED HEEL
PERPENDICULAR STRENGTH AXIS
116'' GAP
BETWEEN
PANELS
EDGE NAILING
PER PLAN
BLOCKING BELOW
AT 8'-O" O.C. MIN. RUN SHEATHING
AND AT RIDGE STRENGTH AXIS
AND EAVES PERPENDICULAR
TO FRAMING
BLOCKING
BELOW AT 8'-0"
O.C. MIN. AND
THE RIDGE AND
EAVES
SIMPSON CS 16
STRAPS AT
- 8'-0" O.C. MIN
AT BLOCKING.
RUN STRAPS
48" ON EACH
SIDE OF NEW
EXISTING ROOF NEW ROOF ROOF
AND FRAMING AND FRAMING CONNECTION
SCALE:
= 21-011
SHEATHING CONTINUATION
AT NEW ROOF TO EXISTING ROOF 752
ROOF TRUSS PER PLAN
ATTACH TRUSS TO
TOP PLATE W/ (3)-8d G
TOENAILS EVERY
TRUSS
A.P.A. RATED ROOF
SHEATHING PER PLAN
2x SOLID BLOCKING
EVERY TRUSS BAY.
ATTACH TO TRUSS
WITH (2)-8d G END
NAILS EACH END.
V -NOTCH OK BORE
(3) HOLES OK PER
ARCH. TYPICAL
BLOCKING SHOWN.
B.N. PER PLAN
FASCIA PER
ARCHITECT
SHEAR WALL PER PLAN
HEADER PER PLAN
SCALE:
-0
Sfl CF11 nlNv, —LIrS F1KC NUI - TRUSS 700
REQUIRED. EXTERIOR BEARING WALL
KING STUD(S) (K.S.) REQUIRED PER WALL HEIGHT AND OPENING WIDTH
STUD
SIZE
WIDTH OF
OPENING
&-1" MAX.
PLATE rIEIC IT
D' - I" MAX.
PLATE rIEIC IT
10'-1" MAX.
PLATE rIEIC IT
12'-1" MAX.
PLATE rIEIC IT
0
O' TO 4'
1 K.S.
I K.S.
I K.S.
2 K.S.
NAIL ALL PANEL EDGES PER PLAN
UP TO G'
I K.S.
2 K.S.
2 K.S.
3 K.S.
2x4
UP TO 8'
2 K.S.
2 K.S.
2 K.S.
3 K.S.
MAX. 4-1/2"x4-1/2" CUT ON PANEL
UP TO 1 2'
2 K.S.
3 K.S.
3 K.S.
5 K.S.
�O
O' TO 4'
1 K.S.
I K.S.
I K.S.
I K.S.
2x BLOCKING AT ANY PANEL
UP TO G'
I K.S.
I K.S.
I K.S.
I K.S.
2x6
UP TO 8'
I K.S.
I K.S.
I K.S.
2 K.S.
FIELD NAILING PER PLAN
UP TO 1 2'
2 K.S.
2 K.S.
2 K.S.
2 K.S.
NOTES:
I . USE (I ) 2x TOP PLATE AT INTERIOR NON-BEARING WALLS. SPACE TRUSSES
OFFSET OF NON-BEARING WALLS TO ALLOW FOR DEFLECTION OF TRUSS
WITHOUT CONTACTING NON-BEARING WALL(S) BELOW
2. ALL HOLD DOWNS REQUIRE (2) 2x OK (3) 2x MIN. FULL HEIGHT STUDS. REFER
TO MANUFACTURERS REQUIREMENTS.
3. REFER TO IRC FOR ALL NAILING REQUIREMENTS.
SCALE:
N.T.S.
CONVENTIONAL FRAMING
F42TYPICAL - EXTERIOR SHOWN
EDGE NAILING TO TOP OF (2) 2x CONT.
SHEAR WALL PER
PLAN
V l
TOP PLATE
2x MEMBERS
0
m1�
HEADER AND CRIPPLE WALL PER PLAN
8d G NAILS AT 8" O.G. OK
z
NAIL ALL PANEL EDGES PER PLAN
OdC NAILSAT I2"O.C.
MIN. (2) 2x FULL HEIGHT STUDS AT
Q
EACH END OF SHEAR WALL
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MAX. 4-1/2"x4-1/2" CUT ON PANEL
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TRIMMER PER PLAN
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(2) 2x KING STUD U.N.O. PER PLAN
2x BLOCKING AT ANY PANEL
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DISCONTINUATION, EDGE NAIL PER
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PLAN
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FIELD NAILING PER PLAN
(S)
1/2" THICK A.P.A. RATED SHEATHING FILLER
m1�
HOLD DOWNS PER PLAN, LOCATE AT
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W
ENDS OF EACH SHEAR WALL AND
m
A BUILT-UP HEADER
INSTALL PER MANUFACTURER
TYPICAL HEADER
HAL
INSTALLATION INSTRUCTIONS
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NOTES:
I . FOR SHEAR WALLS WOOD PANEL
SHALL NOT BE SMALLER THAN
2'x2', AND GYPSUM WALL BOARD
SHALL NOT BE SMALLER THAN
4'x4'.
2. NAILS SHALL NOT BE DRIVEN
MORE THAN 1/16" INCH. ADD
ONE NAIL FOR EVERY TWO
OVERDRIVEN.
3. STAGGER NAILS THAT ARE
SPACED 3" O.C. OK CLOSER
4. AVERAGE NAIL SPACING OVER
ANY 4' SHALL MEET THE SPACING
PER PLAN.
NAIL SPLICE ENDS
WITH (I 2)-8d G
JAILS STAGGERED
AT EACH END
PLACE STUD AT
EVERY BUTT
JOINT
Po °1
SCALE:
N.T.S.
SHEAR WALLS
EXTERIOR SHOWN 11421
NAIL TOP PLATES
TOGETHER W/
(2)-8d G NAILS AT
24" O.C. OK 8d G
NAILS AT 12'' O.C.
4" MIN. BETWEEN SPLICE
FLAT TOP PLATE SPLICE - NAILED
51MPSON CS 16 STRAP W/
(1 1) 1 Od C OK (I 3)-8d G
NAII_c AT GASH cine r�F
PLACE 2 -ten n
FLAT TOP PLATE SPLICE - STRAPPED
SCALE:
11-C
TOP PLATE SPLICE
FLAT BUTT JOINTS F424
NAIL KING STUD TO
HEADER USING
TWO ROWS OF
(3)-8d G NAILS
2x STUD PER PLAN
2x KING STUD PER PLAN
2x CRIPPLE WALL ABOVE HEADER
HEADER PER PIAN
2x TKIMMEK(S) PER PLAN. ATTACH
TKIMMEK(S) TO KING STUD W/
(2)-8d G NAILS AT 1 2" O.C.
USE SIMPSON C520 STRAP
WHEN HEADER IS AT EXTERIOR
AND SPAN'S 1 O' OK GREATER.
ATTACH STRAP W/ (8)- 1 OJ C
NAILS OR (I 0)-8d G NAILS INTO
HEADER AND TRIMMER EACH.
STRAP BOTH ENDS OF HEADER.
CONT. 2x DOUBLE TOP PLATE
2x CRIPPLE WALL WHERE NEEDED
INSTALLSIMPSON C520 STRAP WITH (14)
NAILS IN 2x BLOCK AND (14) NAILS IN HEADER
HEADER PER PLAN
MIN. 16" THICK WOOD STRUCTURAL PANEL
SHEATHING WITH 8d C NAILS AT 6" O.C. AT
EDGE AND 12'' O.C. IN FIELD U.N.O. PER PLAN
2x KING STUDS PER PLAN
2x TRIMMER STUDS PER PLAN
PLATE ANCHOR PER PLAN
EXPANSION JOINT
SLAB PER PLAN
CONT. 2x DOUBLE TOP PLATE
2x CRIPPLE WALL WHERE NEEDED
INSTALL SIMPSON C520 STRAP WITH FULL
NAILING IN 2x BLOCK AND (14) NAILS IN EACH
HEADER
HEADERS PER PLAN
MIN. 16" THICK WOOD STRUCTURAL PANEL
SHEATHING WITH 8d C NAILS AT 6" O.C. AT
EDGE AND 12'' O.C. IN FIELD U.N.O. PER PLAN
2x KING STUDS PER PLAN
2x TRIMMER STUDS PER PLAN
PLATE ANCHOR PER PLAN
EXPANSION JOINT
SLAB PER PLAN
ADJOINING GARAGE PORTALS
OTES:
I . HEADER SHALL BE MIN. 3"x I 1- 114'' - STEEL HEADERS ARE NOT ALLOWED.
2. IF SHEATHING PANEL NEEDS TO BE SPLICED, SUPPLY (2) 2x BLOCKS FOR EDGE
NAILING AT 3" O.C.
3. FASTEN KING STUDS TO HEADER w/ (6) 16d S END NAILS.
4. FOR DOUBLE PORTAL FRAME, ALL NOTES APPLY TO BOTH SIDES.
5. DETAIL ONLY APPLIES TO SEISMIC DESIGN CATEGORIES A, B, AND C.
SCALE: I
N.T.S.
GARAGE DRAG STRUT
AT GARAGE PORTAL 14061
City of
Wheat Ridge
Building Division
111
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PROJECT No:
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2x TRIMMER STUDS PER PLAN
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2x TRIMMER STUDS PER PLAN
PLATE ANCHOR PER PLAN
EXPANSION JOINT
SLAB PER PLAN
ADJOINING GARAGE PORTALS
OTES:
I . HEADER SHALL BE MIN. 3"x I 1- 114'' - STEEL HEADERS ARE NOT ALLOWED.
2. IF SHEATHING PANEL NEEDS TO BE SPLICED, SUPPLY (2) 2x BLOCKS FOR EDGE
NAILING AT 3" O.C.
3. FASTEN KING STUDS TO HEADER w/ (6) 16d S END NAILS.
4. FOR DOUBLE PORTAL FRAME, ALL NOTES APPLY TO BOTH SIDES.
5. DETAIL ONLY APPLIES TO SEISMIC DESIGN CATEGORIES A, B, AND C.
SCALE: I
N.T.S.
GARAGE DRAG STRUT
AT GARAGE PORTAL 14061
City of
Wheat Ridge
Building Division
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DATE
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General notes for 4530 Garland St, Wheat Ridge, co
I. Loads used in building design
A. Roof Snow load----.---_.—..__.__�____—__-___30 p.s.f
B. Wind mph Ult (exp B)
C. Floor load----�_ _____._—___.__.—_�__'_'__•�-.q0 ps.f.
D, Seismic load--------- .Seismic Class D & Seismic Category B
E. Applicable building Code IRC 2015 & an applicable amendments
2. Concrete:
A. All cast In place concrete shallbe made with type 1 Portland cement (maximum of 15% fly
ash replacement for cement) and three-quarter Inch stone aggregate and shall develop a
minimum ultimate strength of 40DO psi for foundations and slab on grade_
B. All concrete and concrete reinforcing and placement shall be In accordance with IRC 2015
addition.
3. Foundations:
A. The foundation for the proposed structure has been designed for a soils end bearing
Pressure of 1500 PSF and side shear of 150 p.s.f. based upon this engineer's experience with
the soils in this area and 2015 IRC R401.4.1 Bottoms of foundation pier holes must be
thoroughly compacted.
B. Slab on grades subgmde shall be thoroughly compact with moisture.
C. Developer and owner assume responsibility for potential movement of the foundation and
stab on grade.
4. Wood:
A. All framing lumber should be Doug Fir N2 treated or equal
B. Roof, floor and wall sheeting shall be of plywood or OSB of thicknesses per plan shall be
nailed with 8 d nails at 6 inches on center on edges and 12 inches in the field unless
otherwise noted.
G Glu lams shall be of Alaskan Yellow Cedar Fb=2000 & W+240
D. Roof Trusses shall be pre-engineered trusses and manufacturer providing stamped truss
drawings by the manufacture for roof live loads of 30 pounds per square foot for the top
chord and bottom chord of 10 pounds per square foot live load unless otherwise noted.
Trusses and roof framing lumber shall be secured to the bearing walls with H2.5 clips.
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City of
Wheat Ridge
Building Division
City of Wheat Ridge
M Residential Roofing PERMIT - 202000925
PERMIT NO: 202000925 ISSUED: 05/20/2020
JOB ADDRESS: 4530 Garland St EXPIRES: 05/20/2021
JOB DESCRIPTION: Residential re -roof with OC asphlat shingles on house and attached garage.
Squares 25; Pitch: 4/12
*** CONTACTS ***
OWNER (720)203-5259 KVIATKOFSKY NICHOLAS A
SUB (720)583-1690 MATTHEW DIRR 130224 CENCO BUILDING SERVICES
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT##: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,500.00
FEES
Total Valuation 0.00
Use Tax 157.50
Permit Fee 172.60
** TOTAL ** 330.10
*** COMMENTS ***
*** CONDITIONS ***
ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH.
FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH &
OVER REQUIRE A 3RD PARTY INSPECTION. The 3rd party inspection report must be dropped off to
the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner.
REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy
BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions,
whichever is more stringent.
MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an
approved mid -roof inspection, conducted when 25-750 of the roof covering is installed,
prior to final approval. Installation of roof sheathing (new or overlay) is required on the
entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists.
Sheathing and mid -roofs may be called in at the same time, one hundred percent of the
sheathing must be complete and 25-75% of the mid -roof may be complete. Asphalt shingles are
required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and
water shield is required. Eave and rake metal is required.
LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections.
COMMERCIAL ROOFS: 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.
City of Wheat Ridge
Residential Roofing PERMIT - 202000925
PERMIT NO: 202000925 ISSUED: 05/20/2020
JOB ADDRESS: 4530 Garland St EXPIRES: 05/20/2021
JOB DESCRIPTION: Residential re -roof with OC asphlat shingles on house and attached garage.
Squares 25; Pitch: 4/12
I, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include 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
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. This permit shall expire 365 days after the date of issuance regardless of activity. Requuests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180.days made e granted at the discretion of the Chief Building
Official and maybe 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, an violation 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.
Cit� of Wheat Ridge
O5/2O/2U2O O8�49 CUb�
CDA022741 AMOUNT
APPL/PEKHIT ��: 'UUUUYza
PAYMENT KECEIVES AMOUNT
PP / 4182 33O.1O
AUTH CODE: ?54OY987
TU0L 33O.1O
Dina Kern
From: no-reply@ci.wheatridge.co.us
Sent: Monday, May 18, 2020 2:00 PM
To: CommDev Permits
Subject: Online Form Submittal: Roofing Permit Application
Categories: HOLD, Dina
Roofing Permit Application
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this property Residential
Commercial or
Residential?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-4567)
Property Owner Email
Address
4530 Garland Street
Nick Kviatkofsky
720-203-5259
nkviatkofsky@yahoo.com
Do you have a signed Yes
contract to reroof this
property?
CONTRACTOR INFORMATION
Contractor Business
Name
Contractor's License
Number
Contractor Phone
Number (enter WITH
dashes, eg 303-123-4567)
Cenco Building Services, LLC
130224
720-583-1690
1
Contractor Email Address c.savage@cencobuildingservices.com
Retype Contractor Email c.savage@cencobuildingservices.com
Address
Attach City of Wheat Wheat Ridge Electronic Payment Form - Revised 5-1-20.pdf
Ridge Electronic Payment
Form - **DO NOT
ATTACH A PICTURE
OF A CREDIT CARD**
DESCRIPTION OF WORK
TOTAL SQUARES of 25
the entire scope of work:
Project Value (contract 7,500
value or cost of ALL
materials and labor)
Are you re -decking the Yes
roof?
Is the permit for a flat Pitched roof (2:12 pitch or greater)
roof, pitched roof, or
both? (check all that
apply)
What is the specific pitch 4/12
of the PITCHED roof?
How many squares are 25
part of the PITCHED
roof?
Describe the roofing Owens Corning Duration Flex - Onyx Black
materials for the
PITCHED roof:
Type of material for the Asphalt
PITCHED roof-
Provide
oof
Provide any additional House and attached garage
detail here on the
description of work. (Is
this for a house or
garage? Etc)
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 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.
I attest that everything Yes
stated in this application
is true and correct and
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Person Applying for Carrie Savage
Permit
Email not displaying correctly? View it in your browser.
3
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - (303-234-5933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Building Permit Number:
17962
Date: 10/29/2004
Property Owner: MARGURITE WOTEVER
Property Address: 4530 GARLAND ST
Contractor License No.: 17590
Company: C J Roofing Co.
Phone: 431-9312
Phone: 394-2802
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 responsibili r compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wh a e dinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED DATE \u!l.-1( 11---
Total:
$4,768.00
$144,70
$0.00
$57.22
$201.92
Valuation:
Permit Fee:
Plan Review Fee:
Use Tax:
Use:
Description:
TEAR OFF SHAKES & INSTALL 30 YR DIMENSIONALS. 25 SO. 4/12. 21/2 SO FLAT
~J.)-~~\\
BUILDING DEPARTMENT USE ONLY
.....'
Sq. Ft.:
Bfug COI1;'lfJl.ents:
Approval:
Zoning:
8Uilcll._om~;.
Approval:
Pu6=Wqr~.I!!'\'lmm!lQ.
Approval:
Occupancy: Walls:
SIC:
Documents from the manufactum:' shall ?e
onsite for final roof inspection whIch specify
roofing materials have been installed to meet
110 MPH three-second wind gust-mc (90
MP-H wind load-UBC)
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and 10 the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue dale or (8) the building authorized is suspended or
abandoned fOf a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nonnally required, provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases of the job.
(6) The issuance of a permit or thJ f drawi!}gs..4l1ld spElc.ifications shall n. at be construed to be a permit for, nor an approval of, any violation of the
provisions of the buildin e oth ttflnance. law, rure-&!eguJation
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
COMMUNtTY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
APPLICATION
Property Owner:lf()r<Ju" \-\L \'D')~\l e.r
Property Address: l-\S~ 0Cl{'LC'-fld O-t-
Contractor License No.: l1-ffi D
Companyt~ ~f'\'{\<j Qb
Building Permit Number:
Date:
Phone'?L1 0 \ -~ t> \ <9
Phone:'5- 51 Lj . 2Po'd
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value:$l.\-=j
Permit Fee:$
Plan Review Fee:$
Use Tax:j;
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
sho~, and al.legations m~de are.ac~urate; that I have read and agree to abide by all
conditions pnnled on thiS application and that I assume full responsibility for
compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable
Wheal Ridge Ordinances, for work under this permit.
IOWNERXCONTRACTORISIGNEO~. -.J{)J!t~( DATE In) /4 J
(OWNER)ICONTRA~~I?PRINTEDR::e\ 'f.a~\',fH' r
Description: \ e~ O~\=- Srr~'V--e:s. q ~lG\-(i\J...\. --6:LJr'
L/
I 1'(
~:\n~'f\ ~i OItt
Sq. Ft. added
BillLDlNG DEPARTMENT USE ONLY
SIC:
Sq,Ft.:
ONING COMMENTS:
Approval:
Zoning:
BUILDING COMMENTS:
Approval:
PUBLIC WORKS COMMENTS;
Approval:
ccupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No:
Company:
Plumbing License No:
Company:
Mechanical License No:
Company:
Expiration Date:
Approval:
Expiralion Dale:
Approval:
Expiration Date:
Approval:
(1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of
Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of
lheCity.
(2) This permit shalt expire if (A) the work authorized is not commenced within sixty (60) days from issue dale or (8) the building
authorized is suspended or abandoned for a period of 120 days.
(3) If this permit expires, a new pennit 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 spedfications and any suspension or abandonment has not exceeded one
(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid fora new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty~four (24) hours in advance for all inspections and shall recei....e written
approval on inspection card before proceeding with successive phases of the job.
(6) The issuance of a pennit 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 Of any other ordinance, law, rule or regulation.
Chief Building Official
'l!r\" .\,< ,~.';.~:-"
".,~
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)
Building Permit Number: 11487
Date: 11/13/2000
Property Owner:
Property Address: 4530 GARLAND ST
Contractor License No.: 18505
Company: BARTELS HEATING & AlC
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone: 431-9312
Phone: 422-3589
(OWNER)(CONTRACTOR) SIGNED
DATE
Total:
$5,200.00
$125.25
$0.00
$78.00
$203.25
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
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 J have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge orchnances, for work under this permit.
Use:
Description:
INSTALL REPLACEMENT FURNACE - 100,000 BTU & AlC - 3 TON
BUILDING DEPARTMENT USE ONLY
SIC:
Sq. Fl. :
Approval :
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date :
Approval :
(1)
(2)
(3)
This permit was issued in accordance with the provisions set forth in yopur application and Is sublect to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat 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 (B) the 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 no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes 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 f'Iatural flow of water causing a drainage problem.
Contractor shall notify the Building Ins rector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases 0 thel"Ob"
Th . uance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions
ulid or any other ordinance, law, rule or regulation.
~;l
(6)
Inspector
L.I&..1 "".Ito.. ......... 1 _I I _-~...... __ . a. -- --. ---. ...-...
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
'~
Date:
Property Owner: t17ar9lLer;+e Wolev~r
Property Address: ''is-30 Ga.-r-Iand ti-'
Contractor License No.: 18505
Company: Bartels Heating & Ale
Phone: '1,31..931..2
Phone:422-3589
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value:
Penn it Fee:
J hereby certrty that the setback distances proposed by this permit application are accurate.
and do not violate applicable ordinances. rules or regulations of the City ot Wheat Ridge or
covenants. easements or restrictions of record; that aU measurements shown. and allegatIons
made are accurate: that I have read and aQ.ree to abide by all conditions printed on this
application. and that I assume full responSibility for compliance With the Wheat Ridge Building
Code (V. B.C.) and all other applicable Wheat ~idge ordinances. for work under this permit.
(OWNER)(CONTRACTOR) SIGNED Ii} /J/J'lO, ~ j h-n JI. DATE 1 J .{} P-(10
Description: /i;~( re..plal!eiI\eilt -jUr-nQl!.e.-IOOjCco ihu.. "'i- /lie.. - 3 'TOn
Use Tax:
~ ,;Joo (I.:'
":;.5-
M$" ~
Ill' {Jo
Total: c1tJ3 ~s-
.,
BUILDING DEPARTMENT USE ONLY
.: PlllII'!' ~..' It, It'll' ~
Approval:
Zoning:
:'~ll,'1 J .-, y. 'l,r;-,: ,l\'. r
Approval:
~.ll' ,,'i.J~,t'\.~"'~'P!P,.)l.l!'..;)':"
. Approval:
Occupancy :
Walls:
Roof:
Stories:
Residential Units :
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
.,] prllns;R!lll!!t8d-;:-:-j
Expiration Date:
Approval:
it 'P.JU" ~,qulred .I
Expiration Date:
Approval :
. tlJ"'_I...d ....
(1)
12}
13}
This pemvt WilS ISSUed In aCCOrdance with the provlsions set forth in yopur application and IS subjed to the lawl of the Stale of ColOrado and to the Zoning
ReQulatJOns .net Building Code of Wheat Ridge. Colorado or any other applicable ordInances 01 the City.
This permrt shall expire If fA) the work IUthOnZed is not commenced Within SIXty (60) days from Issue date or (8) the building authorized is suspended or
abandoned lor . penocl of 120 days.
If this permrt expire.. a new ,permit may be acquired for . fee Of one-halt the amount normalty required. proVIded no Chlnges have been or will be made in the
onglr\lll plans and speofw;ations and any SUSpenSIOn or abandonment has not exceeded one (1) year. It chlnges .re made or " suspenltOO or abandonment
exceeds one (1) year. full fees shall be paid for. new permit.
No WO/1l: 01 any manner shall be done thai will change the n.rur.1 "ow of waler cauSIng a draln.ge problem
ConlflCIOl' shall notify the Building InSpec'lor twenty.four (24) hours In aelvanu lor alllnspecuons ana shall receIve wnnen approval on inspection card before
proceeClllnq Wllh successIve phases of Ihe JOb
The Issuance 01 a permIt or the approval ot drlwlnqs and Specificat"ons snail nOl De construeo to be a permlllor. nor an approval of. any vlOlalion of the prOVISions
of Ihe bU1IChng codes or any other ordlnan~w. rule or requlallon
1"
{S}
16}
Chief Building Inspector For Mayor
THIS PERMIT VAllO ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
r
> ,-'DEPARTMENT OF PLANNING AND DEVELOPMENT
t BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number: 11492
Date: 11/14/2000
Property Owner:
Property Address: 4530 GARLAND ST
Contractor License No.: 18191
Company: Southwest Electric
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone: 431-9312
Phone: 7333819
I hereby certify that the setback. distances proposed by this pannit 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 comphan~ with the Wheat Ridge Building
Code (U.B.C.) and all other apPlicable,~dge Ordlna?l work under this j,,:,it; ...
(OWNER)(CONTRACTOR) SIGNED 'A..~ ~ DATE J,
-
Total:
$1,000.00
$38.75
$0.00
$15.00
$53.75
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
Use:
Description:
UPGRADE ELECTRIC SERVCIE 150 AMPS. WIRE NC & FURNACE
BUILDING DEPARTMENT USE ONLY
SIC:
Sq. Ft. :
Approval:
Occupancy:
Walls:
Roof:
Stories :
Residential Units:
Electrical License No: 18191
Company : Southwest Electric
Expiration Date: '2/28/2001
Approval: OKlKS
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date :
Approval :
Expiration Date:
Approval:
l~l
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Buildin~ Code of Wheat Rldpe, Colorado or any other applicable ordInances of the City.
This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
a~ndoned for a period of 120 day's.
If this permit expires, a new permIt may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes 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 wlll 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 receive written approval on Inspection card before
proceec:lllng with successive phases ot the/'ob,
The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the provisions
of the building codes or any other ordinance, law, rule or regulation.
(1)
(2)
(3)
(6)
Chief Building Inspector
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number:
8UILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date: II-(tf-tif)
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 APPUC.I\TIDN
/1I1M OURIl"t WOLf;v6l\
'-+53 0 b/Jl?h1NtJ S;-
f ~I e7/ xL-a ;)../60
Company : ..5ov~ fLfi;.c..m.~
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Property Owner:
Property Address:
Contractor License No. :
Phone: 3>03- 4-3/- Cj3/ ~
Construction Value:
Permit Fee:
Phone 3o,-733-?f/;
1((JlJI!J,ctJ
I hereby certify that the setback "distances proposed by t~is permit iPl?lieation ar. IC?CUrate,
and do not viOlate applicable ordinances, rules or regulations of the City of Wheat RIdge o,r
covenants. easements or restrictions of record: that all measuremen.ts shown. and allegations
made are accurate: that I have read and agree to abide by all co~ditlons printed on this
application. and that I assume full responsib' ity for compliance with the Wheat Ri~ge Buil.ding
Code (U.B.C.) and all other applicable a Ridge erchnan orwol1c: under thlS permit.
Use Tax:
(OWNER)(CONTRACTOR) SIGNED
DATE / /-f'i-vo
Total:
Use:
Description: Up ~ ~,~ 15"0 Ar-z
WNAc.~F~
BUILDING DEPARTMENT USE ONLY
~on!l1g~omm..en~
Approval :
Zoning:
~1!gl!!g-~!tD)m.enlS:ll
Approval:
SIC:
Sq. Ft.:
~UD~I~~O~~I!..-"'lIIl1anIS:J
Approval :
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No: d.. /60 Plumbing License No :
Company: 5dvn+wtS5I ~ut,-eompany:
Expiration Dale: 'J..j ~ ;).../JvvI
Approval:
Mechanical License No :
Company:
Expiration Date :
Approval :
Expiration Dale:
Approval :
(1) thIS permit wu IUUed iI'lI -- we.... ~ set b1h in yopur _ ...a illUtlflIct ID the taws at... State at Colorado..,., ID.,. ~
Reg-_8l1i1cOng~etI_Ilidgo.~"''''___etl...City.
(2) thIS permrr..,.. PDQ" (A) the wan: 8UIhonzed is nat_...._-dwrthIn SIXty (ISO) clays fTvmtuue elate or(BI tn. building.utI'IonHd IS IUspenGed or
acanclcnecl fer I DenOcl of 120 ~.
(3) If thtS pet'Tnrt exrJtIeI, . ...,peI'TnIt rIllY be KQUirw:t far.,.. 01 anH\atI' It'Ie .-nountt'lOlm8lty required. Pl'CMclecI no cNnges hive been orWil be".. in IN
cngmat pIans.-,a I~___b......., any" IJ ~. ar --~..._.l has net exceedacl one (1) ye.. n ctIqes.,...... or IIuspeftIIQft or .4l-04w0..,_.1
uceeds one (1),.... fuI.......... be PIiG far. new......
(4) No WOf1( of any "'Inner IhaII be dOne Ihat wit cmnge......... Row Of __ c;auIing . c:IrIlinage ~
(5) eon..co.--,notify...Iluikling__l2.)......._rar..______.._...._.
P~WII'l- -4 anu..oI....
(15) TheIl.lUarQ0I.""""QI""~oIdr11Wing18nC1 ~_.. b....I:lShal notbeCll:lnlU\led 10 be. permit for. nor..,.~ oI.lnyvicltatlonOl...pnMaIonI
01"'""",,,";............___......_..._.
Chief Building Inspector
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number: 95- 86
Date: 1/12/95
Property Owner: JERNIGAN CHARMYN J
Property Address: 4530 GARLAND ST
Contractor License No. : 17152
Company: Precise Plumbing
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
Construction Value:
Permit Fee:
Use Tax:
$350.00
$15.00
$0,00
Total:
$15.00
(OWNER)(CONTRACTOR) SIGNED
DATE
Description:
WATER HEATER
BUILDING DEPARTMENT USE ONLY
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(1)
(2)
(3)
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Buildin~ Code of Wheat Rid~e, Colorado or any other applicable ordinances of the City.
This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes 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 receive written approval on inspection card before
proceediing with successive phases of the job.
The issu 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 uil Z;t.s o'UP_ce, law, rule or regulation, Phone: 420-5344 Phone: 534 0881
Chi f Building Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
(4)
(5)
(6)
7500 WEST 29th AVENUE
234.5933 P.O. BOX 638
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING INSPECTION DIVISION
CITY OF WHEAT RIDGE, COLO,
PERMIT NO,
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHiEF BUILDING INSPECTOR AND RECEIPTED BEL':\W
/ ApPLICATION FOR MISCELLANEOUS PERMIT
~~ ~ / / L C
101.
ir -A'r "-"". c' - C~ /'(..'/1 e
JOB ADDRESS --- OWNER
CONTRACTOR h.f?c r "> -e //~ tio/_ ADDRESS S',(.1-,~
,&'''' ,
ADDRESS IJ- C J-. PHONE L/ 'lO' .~ $', Y'I ZIP CODE cO'('X'-?
/1 r" tJ' ",-:J~../4 ',/[-'C' C" I J70 .-
CITY ZIP CODE CONTRACT PRICE $
PHONE 'i J V-C'cf'i)/ LICENSE NO, I ? 11-'1- DATE
I. TYPE Ground 0 WolIO PrOleCfinoO Other 5 or D Foet
2 MATERIAL Total Square F..,
SIGNS 3 ILLUMINATION YuO NoD Type Eltet Permit NO.
4 SET BACK FROM PROPERTY LINE N_S_E_W Zont_ Approved, Zone 'nspeclor
(Specify which is front) D 0 0 0 Disapproved
I. TYPE Solidn Mor. 1""'01'1 800/0 ('.PI"O Lua Tnon 800/0 O~n
FENCES 2 MATERIAL Htiont
3 SET BACK FROM PROPERTY LINE N_S_E_W ZOl'II_ Approved,Zon. Inlpector
(Specdy which i, front) 0 0 0 0 Disappro....d
I.
OTHER 2
3
3
DRAW SKETCH OR SHOW BELOW, THE FENCE.SIGN,OR OTHER STRUCTURE,GIV'NG DISTANCES FROM PROPERTY LINES
(SETBACKS OR PROJECTKlNS INCLUDED)
REAR PROPERTY LINE
UJ
Z
::;
>-
....
0:
UJ
Q.
o
0:
Q.
~
en
UJ
Z
::;
>-
Ii:
~
~
lii
+
SPECIFY NORTH
FRONT PROPER1 Y UN!:..
STREET NAME
SHOW DISTANCES FROM THE MAIN BUILDiNG TO-ADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LOTS, SHOW Wll
DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE,
APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT
THIS APPLICATION WILL BECDME A PERMIT TO PERFORM THE INDICATED WORK DNL Y UPDN VALlDATIDN BY THE BUILDING INSPECTION DIVISION,
PERMIT WILL EXPIRE 180 DAYS fROM THE DATE OF ISSUANCE IF WORK IS NDT STARTED WITHIN THAT TIME,
-_.-._-
ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT
STATE LICENSE ND STATE LICENSE NO /'/93YC:
, . --- ~ FU:L' CirtJe Onel Go.IOIIIPropcneICoolIEI.dSolor
ALUMINUM WlRE ~NDER S13~ ILLEGA,=-_~___ 1ST 2ND 3RD 4TH NO
FLOOR 8SM
NO ~~TER CLOSET FORCED AIR - BTU
-~----- HOT WATER BTU
TEMPORARY METER WASH BONL -
NEW SERVICE - AMPS BATH TUB STEAM - BTU
CHANGE SERVICE - AMPS SHOWER AIR CONDITIONING -BTU
LIGHTING SINK OTHER
HEATING GARBAGE DISP REFRIGERATKlN SYSTEM
POWER SUB-CIRCUITS WATER HEATER I Refrioerant Gtoup
UTILITY (RANGE, DISPOSER, ETC) AUTO WASHER P'oYndl Choral
,-- AUTOMATIC SPRINKLER SYSTEM
FIXTURES DISH WASHER
-
WIRING MOTORS El CDNTROLS FLOOR DRAIN -- r' ELFVATQR
------------- f----=-.------ ---"--
SIGNS URINAL I
TRANSFORMERS a RECTFIER5 SEWERS
ADDITION TO OLD WORK OTHER
MOTDRS OVER I HP TOTAL FIXTURES
REMARKS
/'Y' A c:/~
"
~'.r I'/' ~.H'-r"/C .,
I hereby acknowledge thaI this applica.
tion II correct ond understand thot I
connot .tort ''''is project unlil thIS oppli~
cotion i. approved. I sholl comply with
the lawl of the Stote of Colorado ond to
the Zoning RI!lQulotlons ond Building
Code of the City of Wheat Ridge. Any
violotion of Ihe above terms will cous.
immediate revocollon of this permit
PERMIT FEE
USE TAX
TOTAL FEE
APPROVED
DISAPPROVED
CHIEF BUILDING
{
NOT VALID UNLESS RECEIPTED
/5'
~ U
SPECTOR, City of Wheat Rld~e
Dete Issued
I
9-C7:5
CALL 234.5933
24 HOURS IN ADVANCE
FOR INSPECTIONS