HomeMy WebLinkAbout11856 W. 37th Placei CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: 'W27"_/' S_
Job Address: el �.S U,/, 37y� f'L.
Permit Number: 2 w uc
c
❑ No one available for inspection: Time i1 r- AM1X,PM
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at;
http://www, ci, wheatridge. co, uslinspection
Date: 4/- 7 7- �ZInspector: A/,
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: 1�-: _
Job Address: C
Permit Number:���
C ' -i C5 �-
.FTS---- +"�.
❑ No one available for i.ns tion: Time AM/PM
Re -inspection re uire`� _ No
P q +d.�.�..Ye�
When corrections have been made, "`E dule for re -inspection online at:
httpJ/www.ci.wheatridge.co.ussrinspe9tio
Date T ,4, r-•.C.�,
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: 13.2o -10w--S
Job Address: 1/'37- s 6 4-f--. '37
Permit Number: �C-� ;e37?,
❑ No one available for inspection: Time 7, (AM%PM
Re -inspection required: Yes i No,J`
When corrections have been made, schedule for re -inspection online at:
http✓/www, ci. wheatridge. co. uslinspection
Date: 4Y'-! ` ��/ Inspector: X_ -'�.
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: , 3Li rSr
Job Address: 11�f96 Lv ;7
Permit Number: �Zs
IF
i
- 1
3
❑ No one available for inspection: Time
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
http✓/www. ci. wheatridge. co. usiVinspection
=/ A J ' ���
Date: Inspector:
DO NOT REMOVE THIS NOTICE
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
v
(
a
�a
LlNo one available for inspection: TimAM%E`M
Re -Inspection required: Yes
When corrections have been made, shedu/e for re -inspection online at:
httpYlwww.ci. wheatridge.co. uslInspectio
Dao: nsKector. ---- -- _- _.
DO NOT REMOVE THIS NOTICE
i
City of Wheat Ridge
Residential Remodel PERMIT - 202000232
PERMIT NO: 202000232 ISSUED: 03/10/2020
JOB ADDRESS: 11856 W 37th Pl EXPIRES: 03/10/2021
JOB DESCRIPTION: Remodel of entry and kitchen, removal of kitchen wall and entry closet.
Square feet: 300
*** CONTACTS ***
OWNER (720)601-8102 FAUTH TYLER
SUB (303)921-2138 HUGH J YLARRAZ
SUB (303)549-5609 ERNEST RANDOLPH
202031 SHEPHERD CONSTRUCTION, LLC
020980 PRIME ELECTRIC, INC.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,100.00
FEES
Total Valuation 0.00
Plan Review Fee 246.12
Use Tax 422.10
Permit Fee 378.65
** TOTAL ** 1,046.87
*** COMMENTS ***
*** CONDITIONS ***
All roughs to be done at Framing Inspection.
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
City of Wheat Ridge
Residential Remodel PERMIT - 202000232
PERMIT NO: 202000232 ISSUED: 03/10/2020
JOB ADDRESS: 11856 W 37th Pl EXPIRES: 03/10/2021
JOB DESCRIPTION: Remodel of entry and kitchen, removal of kitchen wall and entry closet.
Square feet: 300
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 ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed anall work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
9�Fu_re of OWNER or CONTRACTOR (Circle one) Date `
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.
This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpermit fee.
If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
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
mtin of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
any f riinance 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.
City of
Wheat is e
COMMUNITY DEVELOPMENT
Building & Inspection Services
7500 W. 291' Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 " Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: Permits(a.ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
C,2
Plan/Permit #
, 5� 9 oar --
Plan Review Fee:
Building Permit Application
*** Complete all applicable highlighted areas on both sides of this form.
Incomplete applications may not be processed. ***
Property Address: I (r976 (,U, .77 p/,
Property Owner (please print): 17; iay E%A'A Phone: 72a A p(Z /—slOZ
Property Owner Email: Le (e P
Tenant Name (Commercial Projects Only)
Property Owner Mailing Address: (if different than property address)
Address:
City, State, Zip:
ArchitectLEnsiineer:
Architect/Engineer E-mail: i et F4 d4, 8, 6^* it • 03,-. Phone: Z
Contractor Name:,L,�IQI����l�.v..s��-1.�,,,
City of Wheat Ridge License #: 202. ?, Phone: 3 -Z I - Z C 3 A3"
Contractor E-mail Address: dC_Irt Q CMA; [f &_t% A^
For Plan Review Questions 8, Comments (please print):
CONTACT NAME (please print):�� �s�,-► cR I I�c� Phone:_��;
CONTACT EMAIL(p/ease print): c P G #nc.i
ylarI-C�,
Sub Contractors (Must provide Wheat Ridge Lic"se No & Signed Subcontractor Authorization form):
Electrical: Plumbing: Mechanical:
W. R. City License # W. R. City License # W.R. City License #
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
Complete all highlighted fields, if applicable.
❑COMMERCIAL
ORESIDENTIAL
Provide description of work: For ALL projects, provide a detailed description of work to be
performed, including current use of areas, proposed uses, square footage, existing condition and
proposed new condition, appliance size and /efficiency, type and amount of materials to be used, etc.
2(eel,c�ej d44y +- tr►+�P-n 0 Qr^` o.r�,. (' 1 stn K/c.C' 4 a"$fY CCf+6c4-
Sq. FULF BTUs Gallons
Amps Squares For Solar: KW # of Panels Requlres structural
For Commercial Projects Only: Occupancy Type: Construction Type:
Occupancy Load: Square Footage:
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
$ f n. r�r»
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNE (CONTRACTOR) o (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and last name): DATE: 2.,.. 3 4LO
Printed Name: ,e,,�t�r+��
DEPARTMENT USE ONLY
ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: t
CONSTRUCTION TYPE:
Reviewer:
BUILDING DEP ENTOMME S:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
WwAfa `fit 51100
64A-4,-\ t 51LX00
Building Division Valuation: 1
Randy Slusser
To: jylarraz@gmail.com
Subject: Plan review for remodel at 11856 W 37th Place
Attachments: ASB GENERAL INFO.PDF; Asbestos Testing.pdf
Hi Jason,
I am finishing up the review for this project and am inquiring about the asbestos survey for the removal of the
walls. See attached information from the State of Colorado. Please submit an asbestos survey report for this
project to verify if any ACM are contained in the walls that are being removed. You may email this to me at
your earliest convenience.
Thank you,
Randy Slusser, CBO
Chief Building Official
Building Division
Office Phone: 303-235-2803
City of
iR�'�Wh6at idgeMUNlTy DEVELOPMENT
CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are
not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received
this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any
network to which your computer is connected. Thank you.
/4513'6-STbS' (Am S
�2 S
11856 W. 37TH PLACE - INTERIOR REMODEL
iv
:r 0052345 G—i•:
01.25.20
Fss��NAL E��\
Structural Scope Only
PROJECT DISCRIPTION:
W 38TH AVE
U
O
11856 W. 37TH PLACE 00
WHEAT RIDGE, CO 80033
W 37TH PL
♦�A4
THIS PROJECT CONSISTS OF A PARTIAL REMOVAL OF AN INTERIOR LOAD BEARING WALL LOCATED AT 11856 W. 37TH �I C of
PLACE. PRIOR TO THE PARTIAL REMOVAL OF THE WALL NEW WOOD FRAMING WILL BE REQUIRED TO SUPPORT THE (,&' w urtrnr D a
ROOF AND CEILING PRIOR TO THE WALL BEING REMOVED TO BAR TOP HEIGHT. A NEW COUNTER WILL BE INSTALLED
ON TOP OF THE EXISTING LOWER CABINETS TO MAKE A PENINSULA. ALONG THIS SECTION OF WALL THERE ARE APPFCIV
OUTLETS, LIGHT SWITCHS, AND THE GARBAGE DISPOSAL SWITCH WHICH WILL ALL NEED TO BE RELOCATED. THE
PLUMBING VENT STACK WILL NEED TO HAVE AN AIR ADMITTANCE VALVE ADDED OR THE LINE REROUTED. A RETURNeview forA,A "
AIR HVAC LINE IS TO BE RELOCATED OR MODIFIED AS REQUIRED. SEE APPLICABLE SECTIONS OF THE DRAWINGS FOR . , iA e
ADDITIONAL INFORMATION. n A
GENERAL NOTES:
ALL CONSTRUCTION SHALL CONFORM TO:
INTERNATIONAL RESIDENCIAL CODE (IRC) - 2012 EDITION
WHEAT RIDGE AMMENDMENTS TO THE 2012 IRC
STRUCTURAL ELEMENTS HAVE BEEN DESIGNED PER SECTION 301.1.3-2012 IRC
11856 W. 37TH PLACE - INTERIOR REMODEL
11856 W 37TH PLACE
WHEAT RIDGE, CO 80033
V 36TH PL
2 ffiZ•,
Date
VsNdkv of nennit: The isft wxr of o IK or ani7aoyol of Phm soec(tfoattont
and computations shah not be o pn ' kx a. - owmW WAk6ftk- to
ony of the p-Wsia- of the &ukMg code - of oM Ofy "Aonata Atna/ts
p►eswmV to gtw twin lry to viWa& or Ancef the pmvubns of the OW&V
codes or other "nonces of the city shdf not be gffd.
SITE LOCATION PLAN
1 " = 200'-0"
ISSUE FOR: Inj DATE
CONSTRUCTION 01.25.20
SCALE. AS SHOWN
DRAWN BY: TWF
REVIEWED BY: TWF
SCOPET 1 -G1
0
0
REINSTALL STANDARD CABINET AT END OF WALL ALONG
WITH ALL TRIM AND MOLDING TO MATCH EXISTING
._____._.._...... _
BOTTOM OF CEILING
PATCH DRYWALL AND PAINT TO MATCH EXISTING
NEW COUNTERTOP
RE RUN ELECTRICAL FOR OUTLET AND PROVIDE
JUNCTION BOX IN THE ATTIC AS REQUIRED - IF
REQUIRED BY CODE PLACE IN COUNTERTOP
MAIN LEVEL FLOOR ELEVATION
_.
RELOCATED DOOR WITH (2) 2x6 HEADER & (1) JACK & JAMB STUD
EACH END - ATTACH TOGETHER WITH 16d NAILS @ 12" O.C.
ELEVATION 1
3/8" = 1'-0"
11856 W. 37TH PLACE - INTERIOR REMODEL
11856 W 37TH PLACE
WHEAT RIDGE, CO 80033
REINSTALL STANDARD CABINET AT END OF WALL ALONG
WITH ALL TRIM AND MOLDING TO MATCH EXISTING --
BOTTOM OF CEILING
PATCH DRYWALL AND PAINT TO MATCH EXISTING
NEW COUNTERTOP -
RE RUN ELECTRICAL FOR GARBAGE
DISPOSAL IN COUNTER BUTTON AND
PROVIDE JUNCTION BOX IN THE
ATTIC AS REQUIRED
PROVIDE AIR ADMITTANCE VALVE
OR REROUTE PLUMBING AS
REQUIRED TO VENT SINK PER CODE
MAIN LEVEL FLOOR ELEVATION
ELEVATION 2
3/8" = 1'-0"
ISSUE FOR: Z\j DATE SCALE: AS SHOWN
CONSTRUCTION 01.25.20 DRAWN BY: T A p
REVIEWED BY: TA"
INTERIOR 88
ELEVATIONS -�:.,
0052345�Gic
01.25.20::
NAL E��\ mak``'
Structural Scope Only
FRAMING NOT
INVESTIGATED BEYOND
THE SCOPE OF WORK
BEAM (E)
E— 2x6 ROOF RAFTERS @ 24" O.C. & 2x6 CEILING JOISTS @ 16" O.C. (E)
2'-8'
FRAMING NOT (2) 1 3/4 x 14 LVL (N - 6'-6" LONG)
INVESTIGATED BEYOND
THE SCOPE OF WORK (3) 1 3/4" x 18" LVL (N) _
SEE SECTION 1/S2 (2) 1 3/4 x 14 LVL (N) - SEE 2/S2—
(2) 1 3/4 x 14 LVL LEDGER (2) 1 3/4 x 14 LVL (N - 8'-0" LONG)
(N -8'-0" LONG)
SE
SEE SECTION 3/S2 EXISTING KICKERS RE: SECTION - TYPICAL
E�E 2x6 ROOF RAFTERS @ 24" O.C. & 2x6 CEILING JOISTS @ 16" O.C. (E) �
FRAMING NOT
INVESTIGATED BEYOND
THE SCOPE OF WORK
SHIM ALL CONNECTIONS AND BEARING POINTS AS REQUIRED FOR FULL BEARING
STRUCTURAL FRAMING PLAN
1/8" = 1'-0"
11856 W. 37TH PLACE - INTERIOR REMODEL
11856 W 37TH PLACE
WHEAT RIDGE, CO 80033
NORTH
ISSUE FOR: DATE SCALE: AS SHOWN
CONSTRUCTION 01.25.20 DRAWN BY: TWF
REVIEWED BY: TWF
ROOF -S1 qe
FRAMING PLAN
ME
.....
�o...
e� 0052345
�ss/ONAt+���\
Structural Scope Only
SHORE ROOF FRAMING WITH 2x4
WITHIN 6" OF KICKER - ATTACH EACH
END WITH (1) 16d NAIL - REMOVE
AFTER BEAM IS INSTALLED
(2) SIMPSON CS20 WITH (3) #10x2 -
1/2" LONG SCREWS EACH END AND
TO BEAM LOCATED AT EACH
KICKER - WRAP OVER BEAM AND
INSTALL SCREWS INTO FAR FACE
TO CINCH THE STRAPS TIGHT
SIMPSON H8 EACH JOIST TO BEAM
NEW WOOD BEAM AT BEARING WALL
1" = 1'-0"
EXISTING FRAMING TO REMAIN
WOOD BEAM - ATTACH TOGETHER WITH
(2) ROWS OF 1/4" 0 x 5" LONG SIMPSON
SDS SCREWS STAGGERED AT 12" O.C.
SIMPSON LUS26 EACH KICKER - SHIM
AS REQUIRED FOR FULL BEARING
REMOVE EXISTING WALL AFTER
ALL FRAMING IS INSTALLED
11856 W. 37TH PLACE - INTERIOR REMODEL
11856 W 37TH PLACE
WHEAT RIDGE, CO 80033
NEW WOOD BEAM AT EXISTING
INTERIOR BEARING WALL
1" = 1'-0"
—j—
NEW WOOD BEAM AT EXISTING
EXTERIOR BEARING WALL
1" = 1'-0"
WOOD BEAMS - ATTACH EACH END WITH
SIMPSON MGU5.50-SDS - TYPICAL
ATTACH BEAM TO BLOCKING WITH 16d NAILS
AT 12" O.C. - TYPICAL
BLOCK SOLID BETWEEN EXISTING CEILING
JOISTS AS SHOW FOR FULL BEARING - SHIM AS
REQUIRED FOR UNIFORM BEARING
ATTACH BLOCKING TO EXISTING TOP PLATE
WITH (2) 16d NAIL EACH BLOCK - TYPICAL
WOOD LEDER WITH (5) 1/4" 0 x 5"
LONG SDS SCREWS EACH STUD
WOOD LEDER WITH (4) 1/4" 0 x 3 1/2"
LONG SDS SCREWS STAGGERED
BETWEEN EACH STUD
ATTACH BEAM TO LEDGER WITH SIMPSON MGU5.50-SDS
EXISTING WOOD STUD WALL
ISSUE FOR: Z\1 DATE SCALE: AS SHOWN
CONSTRUCTION 01.25.20 DRAWN BY: T
REVIEWED BY:f TVW
STRUCTURAL Wheat- �+r)
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Structural Calculat><ons
202.A0,0 Z 3.1.
Load Bearing Wall Removal ----R�
11856 W. 37th Place
Wheat Ridge, CO
Dead Load = 15 PSF
Floor Live Load = 40 PSF
Snow Load = 30 PSF
044?ow
O .•'y11LLIq�•.•
00523457P—I:
01.25.20
0NAI E���
Project Scope:
Removal of a load bearing wall between the kitchen and living room to be replaced with a wood beam placed
in the attic and supported by existing structure. On the left end of the beam the 2x4 demising wall between the
garage and the residence with provide support. On the right end of the beam a spreader beam will head off
the load to the two adjacent 2x4 @ 16" o.c. hallway walls. Loads then transfer from the hallway walls down
to the 2x8 @ 16" o.c. floor joists which are supported by 2x4 @ 16" o.c. in the basement. Each element was
analyzed to determine how many studs and joists were required at each location to resolve the point load.
Based on the attached analysis the north support will require 8'-0" to resolve the load while the south support
will only require 5'-4" minimum.
,,..,.VG NOT
INVESTIGATED BEYOND
THE SCOPE
t,
---- FRAMING NOT
INVESTIGATED BEYOND
THE SCOPE OF WORK --- ,*
BEAM (E)1
2x6 ROOF RAFTERS @ 24" O.C. &2x6 CEILING JOISTS @ 16" O.C. (E)
(2) 1 314 x 14 LVL
(3)1 �3/4" x 18" LVL (N) = = _ = _ _
SEE SECTION 1/S2� (2) 1 314 x 14 LVL
1
- (2)1 314 x 14 LVL LEDGER - (2) 1 314 x 14 LVL')
(N - 6'-0" LONG)' L. EXISTING KICKERS RE: SECTION - TYPICAL
SEE SECTION 3/S2
-� 2x6 ROOF RAFTERS @ 24" O.C. & 2x6 CEILING JOISTS @ 16" O.C. (E)-
t
--- FRAMING NOT
INVESTIGATED BEYOND
THE SCOPE OF WORK
ROOF FRAMING KEY PLAN
Project Title:
Engineer:
Project ID:
Project Descr:
Wood Beam
File=C:\Users1TFAUTH^1BRE1Desktop\HOMERE 11HomeRemodelec6
service leads entered. Load Factors will be applied for calculations.
Software copyright ENERCALC INC. 1983-2019, Build 121911 30
DESCRIPTION: New Beam Between Kitchen & Living Room^
Loads on all spans...
Material Properties
Analysis Method: Allowable Stress Design
Fb +
2,600.0 psi
E: Modulus of Elasticity
Load Combination IBC 2015
Fb -
2,600.0 psi
Ebend- xx 1,900.0 ksi
DESIGN SUMMARY
Fc - Prll
2,510.0 psi
Eminbend - xx 965.71 ksi
Wood Species : Trus Joist
Fc - Perp
750.0 psi
•
Wood Grade : Microl-am LVL 1.9 E
Fv
285.0 psi
Maximum Shear Stress Ratio
=
F t
1,555.0 psi
Density 42.010 pcf
Beam Bracing :Completely Unbraced
3-1.75x18
Section used for this span
0.37
3-1.75x18
Span = 22.0 ft
Applied Loads
service leads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Loads on all spans...
Uniform Load on ALL spans: D=0.0150, S = 0.030 ksf, Tributary Width =12.50
It
DESIGN SUMMARY
•
•
Maximum Bending Stress Ratio =
0.5951 1
Maximum Shear Stress Ratio
=
0.273 :1
Section used for this span
3-1.75x18
Section used for this span
3-1.75x18
=
1,511.08psi
=
89.49 psi
=
2,539.84psi
=
327.75 psi
Load Combination
+D+S+H
Load Combination
+D+S+H
Location of maximum on span =
11.000ft
Location of maximum on span
=
20.555 ft
Span # where maximum occurs =
Span # 1
Span # where maximum occurs
=
Span # 1
Maximum Deflection
Max Downward Transient Deflection
0.410 in
Ratio =
643 >=240
Max Upward Transient Deflection
0.000 in
Ratio =
0 <240
Max Downward Total Deflection
0.645 in
Ratio =
409 >=360
Max Upward Total Deflection
0.000 In
Ratio=
0 <360
Maximum Forces & Stresses for Load
Combinations
Load Combination Max Stress Ratios
Moment Values
Shear Values
Segment Length Span # M V
Cd
C FN C i
Cr C m
C t C L M fb
Pb
V
fv Fv
+D+H
0.00
0.00
0.00 0.00
Length = 22.0 ft 1 0.265 0.127
0.90
0.946 1.00
1.00 1.00
1.00 0.94 13.01 550.76
2077.49
2.05
32.62 256.50
+D+L+H
0.946 1.00
1.00 1.00
1.00 0.94
0.00
0.00
0.00 0.00
Length = 22.0 ft 1 0.242 0.114
1.00
0.946 1.00
1.00 1.00
1.00 0.92 13.01 550.76
2273.25
2.05
32.62 285.00
+D+Lr+H
0.946 1.00
1.00 1.00
1.00 0.92
0.00
0.00
0.00 0.00
Length = 22.0 ft 1 0.204 0.092
1.25
0.946 1.00
1.00 1.00
1.00 0.88 13.01 550.76
2695.94
2.05
32.62 356.25
+D+S+H
0.946 1.00
1.00 1.00
1.00 0.88
0.00
0.00
0.00 0.00
Length = 22.0 ft 1 0.595 0.273
1.15
0.946 1.00
1.00 1.00
1.00 0.90 35.70 1,511.08
2539.84
5.64
89.49 327.75
+D+0.750Lr+0.750L+H
0.946 1.00
1.00 1.00
1.00 0.90
0.00
0.00
0.00 0.00
Length = 22.0 ft 1 0.204 0.092
1.25
0.946 1.00
1.00 1.00
1.00 0.88 13.01 550.76
2695.94
2.05
32.62 356.25
+D+0.750L+0.750S+H
0.946 1.00
1.00 1.00
1.00 0.88
0.00
0.00
0.00 0.00
Length = 22.0 ft 1 0.500 0.230
1.15
0.946 1.00
1.00 1.00
1.00 0.90 30.03 1,271.00
2539.84
4.74
75.27 327.75
Wood Beam
DESCRIPTION
Load Combination
Segment Length
Project Title:
Engineer:
Project ID:
Project Descr:
File= C:IUsersITFAUTH-1.BRE1Desktop\HOMERE--11Home Remodel.ec6 .
Software copyright ENERCALC, INC. 1983-2019, Build: 12.19.11.30 .
New Beam Between Kitchen & Living Room
Max Stress Ratios Moment Values Shear Values
Span # M V Cd C FN C i Cr Cm C t C L M tb F'b V fv F'v
+D+0.60W+H
1.00
1.00
1.00
0.90
0.946
Length = 22.0 ft
1
0.178
0.072
1.60
0.946
+D+0.70E+H
1.00
1.00
1.00
0.78
0.946
Length = 22.0 ft
1
0.178
0.072
1.60
0.946
+D+0.750Lr+0.750L+0.450W+H
1.00
1.00
1.00
0.946
Length = 22.0 ft
1
0.178
0.072
1.60
0.946
+D+0.750L+0.750S+0.450W+H
1.00
1.00
1.00
0.946
Length = 22.0 ft
1
0.411
0.165
1.60
0.946
+D+0.750L+0.750S+0.5250E+H
456.00
1.00
1.00
0.946
Length = 22.0 ft
1
0.411
0.165
1.60
0.946
+0.60D+0.60W+0.60H
0.00
0.00
1.00
1.00
0.946
Length = 22.0 ft
1
0.107
0.043
1.60
0.946
+0.60D+0.70E+0.60H
32.62
456.00
1.00
1.00
0.946
Length = 22.0 ft
1
0.107
0.043
1.60
0.946
Overall Maximum Deflections
Load Combination Span
+D+S+H 1
Vertical Reactions
1.00
1.00
1.00
1.00
0.90
2.366
2.366
Support Reactions:
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
0.78
13.01
550.76
2,366 lbs Dead Load
3089.63
2.05
32.62
456.00
1.00
1.00
1.00
1.00
0.78
2.366
2.366
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
0.78
13.01
550.76
3089.63
2.05
32.62
456.00
1.00
1.00
1.00
1.00
0.78
1.419
1.419
2/3 Transfered to South Wall:
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
0.78
13.01
550.76
2 750 lbs Snow Load
3089.63
2.05
32.62
456.00
1.00
1.00
1.00
1.00
0.78
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
0.78
30.03
1,271.00
3089.63
4.74
75.27
456.00
1.00
1.00
1.00
1.00
0.78
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
0.78
30.03
1,271.00
3089.63
4.74
75.27
456.00
1.00
1.00
1.00
1.00
0.78
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
0.78
7.81
330.46
3089.63
1.23
19.57
456.00
1.00
1.00
1.00
1.00
0.78
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
0.78
7.81
330.46
3089.63
1.23
19.57
456.00
Max. "" Defl Location in Span Load Combination
Support notation : Far left is #1
Load Combination Support 1 Support 2
Max. "+" Deft Location in Span
0.0000 0.000
Values in KIPS
Overall MINimum
4.125
4.125
+D+H
2.366
2.366
Support Reactions:
+D+L+H
2.366
2.366
+D+Lr+H
2.366
2.366
+D+S+H
6.491
6.491
2,366 lbs Dead Load
+D+0.750Lr+0.750L+H
2.366
2.366
4,125 lbs Snow Load
+D+0.750L+0.750S+H
5.460
5.460
+D+0.60W+H
2.366
2.366
+D+0.70E+H
2.366
2.366
1/3 Transfered to North Wall:
+D+0.750Lr+0.750L+0.450W+H
2.366
2.366
789 lbs Dead Load
+D+0.750L+0.750S+0.450W+H
5.460
5.460
+D+0.750L+0.750S+0.5250E+H
5.460
5.460
1,375 lbs Snow Load
+0.60D+0.60W+0.60H
1.419
1.419
+0.60D+0.70E+0.60H
1.419
1.419
2/3 Transfered to South Wall:
D Only
2.366
2.366
Lr Only
1,577 lbs Dead Load
L Only
2 750 lbs Snow Load
S Only
4.125
4.125
,
W Only
E Only
H Only
Project Title:
Engineer:
Project ID:
Project Descr:
Wood Beam File= CAEgnytelPrivateltfauthl_PERSO-1NOMERE-1\HomeRemodel.ec6.
Software copyright ENERCALC INC 1983-2019, Build 121911 30 .
477 { n _
DESCRIPTION: Existing Floor Joist Check -North Span
Material Properties
Analysis Method: Allowable Stress Design
Fb +
1,000.0 psi
E: Modulus of Elasticity
Load Combination ASCE 7-10
Fb-
1,000.0 psi
Ebend-xx 1,700.Oksi
Fc - Prll
1,500.0 psi
Eminbend - xx 620.0 ksi
Wood Species : Douglas Fir -Larch
Fc - Perp
625.0 psi
Point Load : D = 0.250, S = 0.50 k @ 1.50 ft, (Existing Roof Load)
Wood Grade : No.1
Fv
180.0 psi
Point Load : D = 0.130, S = 0.260 k @ 1.50
ft, (Additional Capacity)
Ft
675.0 psi
Density 31.210pcf
Beam Bracing : Beam is Fully Braced against lateral -torsional buckling
DESIGN SUMMARY
Repetitive Member Stress Increase
2x8
Span = 12.50 ft
Applied Loads
Service loads entered. Load F=actors ;vii; I?a appliad for calculations.
Loads on all spans...
Uniform Load on ALL spans: D = 0.0150, L
= 0.040 ksf, Tributary Width =1.333
ft 789 lbs / (130 lbs/stud)
= 6 Studs =
8'-0" Of Wall
Point Load : D = 0.250, S = 0.50 k @ 1.50 ft, (Existing Roof Load)
1,375 lbs / (260 lbs/stud) = 6 Studs
= 8'-0" of Wall
Point Load : D = 0.130, S = 0.260 k @ 1.50
ft, (Additional Capacity)
DESIGN SUMMARY
•
Maximum Bending Stress Ratio =
0.997: 1
Maximum Shear Stress Ratio
=
0.783 : 1
Section used for this span
2x8
Section used for this span
2x8
=
1,819.46psi
=
162.11 psi
=
1,825.05psi
=
207.00 psi
Load Combination
+D+0.750L+0.750S
Load Combination
+D+0.750L+0.750S
Location of maximum on span =
4.334ft
Location of maximum on span
=
0.000 ft
Span # where maximum occurs =
Span # 1
Span # where maximum occurs
=
Span # 1
Maximum Deflection
Max Downward Transient Deflection
0.364 in
Ratio=
412 -240
Max Upward Transient Deflection
0.000 in
Ratio=
0 <240
Max Downward Total Deflection
0.706 in
Ratio=
212 -120
Max Upward Total Deflection
0.000 in
Ratio=
0 <120
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios
Moment Values
_
Shear Values
Segment Length Span # M V
Cd C FN C i
Cr C m
C t C L M fb
Fb V
fv Fv
D Only
0.00 0.00
0.00 0.00
Length =12.50 ft 1 0.465 0.381
0.90 1.200 1.00
1.15 1.00
1.00 1.00 0.73 664.37
1428.30 0.45
61.73 162.00
+D+L
1.200 1.00
1.15 1.00
1.00 1.00
0.00 0.00
0.00 0.00
Length =12.50 ft 1 0.996 0.574
1.00 1.200 1.00
1.15 1.00
1.00 1.00 1.73 1,580.84
1587.00 0.75
103.33 180.00
+D+S
1.200 1.00
1.15 1.00
1.00 1.00
0.00 0.00
0.00 0.00
Length =12.50 ft 1 0.835 0.744
1.15 1.200 1.00
1.15 1.00
1.00 1.00 1.67 1,524.61
1825.05 1.12
153.97 207.00
+D+0.750L
1.200 1.00
1.15 1.00
1.00 1.00
0.00 0.00
0.00 0.00
Length =12.50 ft 1 0.678 0.413
1.25 1.200 1.00
1.15 1.00
1.00 1.00 1.47 1,345.97
1983.75 0.67
92.93 225.00
+D+0.750L+0.750S
1.200 1.00
1.15 1.00
1.00 1.00
0.00 0.00
0.00 0.00
Length =12.50 ft 1 0.997 0.783
1.15 1.200 1.00
1.15 1.00
1.00 1.00 1.99 1,819.46
1825.05 1.18
162.11 207.00
+0.60D
1.200 1.00
1.15 1.00
1.00 1.00
0.00 0.00
0.00 0.00
Project Title:
Engineer:
Project ID:
Project Descr:
Wood Beam File =C:lEgnyte\Pdvateltfauth\_PERS6-11l10
Software copyright ENERCALC, INC.
DESCRIPTION: Existing Floor Joist Check - North Span
Load Combination Max Stress Ratios Moment Values
Segment Length Span # M V C d C FN C i Cr Cm C t C L M fb F'b
Length =12.50 ft 1 0.157 0.129 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.44 398.62 2539.20
Overall Maximum Deflections
)19, Build:12.19.11:30 .
Shear Values
V fV F'v
0.27 37.04 288.00
Load Combination Span Max. " " Defl Location in Span Load Combination Max. 'Y Dell Location in Span
+D+0.750L+0.750S 1 0.7057 5.885 0.0000 0.000
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Load Combination
Support 1
Support 2
Overall MAXimum
1.211
0.504
Overall MINimum
0.669
0.091
D Only
0.459
0.171
+D+L
0.793
0.504
+D+S
1.128
0.262
+D+0.750L
0.709
0.421
+D+0.750L+0.750S
1.211
0.489
+0.60D
0.276
0.102
L Only
0.333
0.333
S Only
0.669
0.091
Project Title:
Engineer:
Project ID:
Project Descr:
Wood Beam
DESCRIPTION: Existing Floor Joist Check - South Span
Material Properties
Analysis Method: Allowable Stress Design Fb +
Load Combination ASCE 7-10 Fb -
Fc - Prll
Wood Species : Douglas Fir -Larch Fc - Perp
Wood Grade : No.1 Fv
Ft
Beam Bracing Beam is Fully Braced against lateral -torsional buckling
D(0.5) S(1)
0.020) L(0.05332
2x8
Span = 12.50 ft
File= G:1EgnyteftvateTauthl_PERSO-1V10MERE-11Rome Remodel.ec6 .
Software copyright ENERCALC, INC. 1983-2019, Build: 12.19,11.30 .
1,000.0 psi
E: Modulus of Elasticity
1,000.0 psi
Ebend- xx 1,700.0 ksi
1,500.0 psi
Eminbend - xx 620.0 ksi
625.0 psi
180.0 psi
675.0 psi
Density 31.210pcf
Repetitive Member Stress Increase
Applied Loads
Service loads entered. Load Factors will be applied for calculations.
Loads on all spans...
Uniform Load on ALL spans: D = 0.0150, L = 0.040 ksf, Tributary Width =1.333
ft 1,577 lbs / (5001bs/stud) = 4 Studs
= 5'-4" of Wall
Point Load : D = 0.50, S =1.0 k @ 1.0 ft, (Additional
Capacity)
2,750 lbs / (1,000 lbs/stud) = 3 Studs = 4'-0" of Wall
DESIGN SUMMARY
�•
Maximum Bending Stress Ratio =
0.9741
Maximum
Shear Stress Ratio
_
0.995 :1
Section used for this span
2x8
Section used for this span
2x8
=
1,545.90psi
=
205.95 psi
=
1,587.00 psi
=
207.00 psi
Load Combination
+D+L
Load Combination
+D+S
Location of maximum on span =
5.703 ft
Location of maximum on span
=
0.000 ft
Span # where maximum occurs =
Span # 1
Span # where maximum occurs
=
Span # 1
Maximum Deflection
Max Downward Transient Deflection
0.364 in
Ratio=
412>=240
Max Upward Transient Deflection
0.000 In
Ratio=
0 <240
Max Downward Total Deflection
0.672 In
Ratio=
223-120
Max Upward Total Deflection
0.000 in
Ratio=
0<120
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios
Moment Values
Shear Values
Segment Length Span # M V
Cd C FN C i
Cr
Cm
C t C L M fb
F'b
V
fv F'v
D Only
0.00
0.00
0.00 0.00
Length =12.50 ft 1 0.435 0.488
0.90 1.200 1.00
1.15
1.00
1.00 1.00 0.68 621.47
1428.30
0.57
79.05 162.00
+D+L
1.200 1.00
1.15
1.00
1.00 1.00
0.00
0.00
0.00 0.00
Length =12.50 ft 1 0.974 0.670
1.00 1.200 1.00
1.15
1.00
1.00 1.00 1.69 1,545.90
1587.00
0.87
120.65 180.00
+D+S
1.200 1.00
1.15
1.00
1.00 1.00
0.00
0.00
0.00 0.00
Length =12.50 ft 1 0.748 0.995
1.15 1.200 1.00
1.15
1.00
1.00 1.00 1.49 1,365.16
1825.05
1.49
205.95 207.00
+D+0.750L
1.200 1.00
1.15
1.00
1.00 1.00
0.00
0.00
0.00 0.00
Length =12.50 ft 1 0.661 0.490
1.25 1.200 1.00
1.15
1.00
1.00 1.00 1.43 1,310.36
1983.75
0.80
110.25 225.00
+D+0.750L+0.750S
1.200 1.00
1.15
1.00
1.00 1.00
0.00
0.00
0.00 0.00
Length =12.50 ft 1 0.941 0.992
1.15 1.200 1.00
1.15
1.00
1.00 1.00 1.88 1,716.74
1825.05
1.49
205.42 207.00
+0.60D
1.200 1.00
1.15
1.00
1.00 1.00
0.00
0.00
0.00 0.00
Length =12.50 ft 1 0.147 0.165
1.60 1.200 1.00
1.15
1.00
1.00 1.00 0.41 372.88
2539.20
0.34
47.43 288.00
Project Title:
Engineer:
Project ID:
Project Descr:
Wood Beam File= CaEgnytelPdvateilfauthl_PERSO-11HOMERE-11HomeRemodel.ec6.
Software copyright ENERCALC, INC. 1983-2019, Build:12.19.11.30 .
}.a s
DESCRIPTION: Existing Floor Joist Check - South Span .._
Overall Maximum Deflections
Load Combination Span Max."-" Defl Location in Span Load Combination Max. 'Y Defl Location in Span
+D+0.750L+0.750S 1 0.6722 5.931 0.0000 0.000
Vertical Reactions
Support notation : Far left is #1 Values in KIPS
Load Combination
Support 1
Support 2
Overall MAXimum
1.525
0.498
Overall MINimum
0.920
0.080
D Only
0.585
0.165
+D+L
0.918
0.498
+D+S
1.505
0.245
+D+0.750L
0.835
0.415
+D+0.750L+0.750S
1.525
0.475
+0.60D
0.351
0.099
L Only
0.333
0.333
S Only
0.920
0.080
Wood Column
DESCRIPTION: Existing Main Floor Studs
General Information
Analysis Method : Allowable Stress Design
End Fixities
Top & Bottom Pinned
Overall Column Height
3.50 in Cf or Cv for Bending
8.5 ft
Wood Species
Douglas Fir -Larch
Ix
Wood Grade
No.1
ly
0.9844 in^4 Cm: Wet Use Factor
Fb +
1,000.0 psi
Fv
180.0 psi
Fb -
1,000.0 psi
Ft
675.0 psi
Fc - Prll
1,500.0 psi
Density
31.210 pcf
Fc - Perp
625.0 psi
Maximum SERVICE Load Lateral Deflections
X -X (width) axis:
E : Modulus of Elasticity ...
x -x Bending
y -y Bending
Unbraced Length for buckling ABOUT X -X Axis = 8.5 ft, K =1.0
Basic
1,700.0
1,700.0
Minimum
620.0
620.0
Project Title:
Engineer:
Project ID:
Project Descr:
File= C:1EgnytelPrivateTauth1_PERS0-11HOMERE-1\Home Remodel.ec6 .
Software copyright ENERCALC, INC. 1983-2019, Build: 12.19.11.30 .
Wood Section Name 2x4
Wood Grading/Manuf. Graded Lumber
Wood Member Type Sawn
Exact Width
1.50 in Allow Stress Modification Factors
Exact Depth
3.50 in Cf or Cv for Bending
1.50
Area
5.250 in^2 Cf or Cv for Compression 1.150
Ix
5.359 in^4 Cf or Cv for Tension
1.50
ly
0.9844 in^4 Cm: Wet Use Factor
1.0
Top along Y -Y
Ct : Temperature Factor
1.0
k
Cfu : Flat Use Factor
1.0
Axial
Kf : Built-up columns
1.0
1,700.0 ksi
Use Cr: Repetitive ?
No
Brace condition for deflection (buckling) along columns :
Maximum SERVICE Load Lateral Deflections
X -X (width) axis:
Fully braced against buckling ABOUT Y -Y Axis
At maximum location values are ...
Y -Y (depth) axis :
Unbraced Length for buckling ABOUT X -X Axis = 8.5 ft, K =1.0
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Column self weight included : 9.672 lbs * Dead Load Factor
AXIAL LOADS ...
Existing Load: Axial Load at 8.50 ft, D = 0.250, S = 0.50 k 1,577 lbs / (700 lbs/stud) = 3 Studs = 4'-0" of Wall
Additional Capacity: Axial Load at 8.50 ft, D = 0.70, S =1.40 k 2,750 lbs / (1,4001bs/stud) = 2 Studs = 3'-4" of Wall
BENDING LOADS ...
Lat. Uniform Load creating Mx -x, W = 0.00670 k/ft
DESIGN SUMMARY
Bending & Shear Check Results
PASS Max. Axial+Bending Stress Ratio =
0.9785 :1
Maximum SERVICE Lateral Load Reactions . .
Load Combination
+D+S+H
Top along Y -Y
0.02848 k
Bottom along Y -Y 0.02848
k
Governing NDS Forumla
Comp Only, fc/Fc'
Top along X -X
0.0 k
Bottom along X -X
0.0 k
Location of max.above base
0.0 ft
Maximum SERVICE Load Lateral Deflections
...
At maximum location values are ...
Along Y -Y
0.08731 in at
4.279 ft above base
Applied Axial
2.860 k
for load combination: W Only
Applied Mx
0.0 k -ft
Applied My
0.0 k -ft
Along X -X
0.0 in at
0.0 ft above base
Fc: Allowable
556.64 psi
for load combination : n/a
Other Factors used to calculate allowable stresses ...
PASS Maximum Shear Stress Ratio =
0.01695:1
Bending Compression
Tension
Load Combination
+D+0.60W+H
Location of max.above base
0.0 ft
Applied Design Shear
4.881 psi
Allowable Shear
288.0 psi
Load Combination Results
Maximum Axial + Bending
Stress Ratios
Maximum Shear Ratios
Load Combination
C D
C p Stress Ratio Status
Location
Stress Ratio Status
Location
+D+H
0.900
0.349
0.3373 PASS
0.0 ft
0.0 PASS
8.50 ft
+D+L+H
1.000
0.318
0.3331 PASS
0.0 ft
0.0 PASS
8.50 ft
+D+Lr+H
1.250
0.260
0.3260 PASS
0.0 ft
0.0 PASS
8.50 ft
+D+S+H
1.150
0.281
0.9785 PASS
0.0 ft
0.0 PASS
8.50 ft
+D+0.750Lr+0.750L+H
1.250
0.260
0.3260 PASS
0.0 ft
0.0 PASS
8.50 ft
+D+0.750L+0.750S+H
1.150
0.281
0.8160 PASS
0.0 ft
0.0 PASS
8.50 ft
+D+0.60W+H
1.600
0.207
0.3205 PASS
0.05705 ft
0.01695 PASS
0.0 ft
+D+0.70E+H
1.600
0.207
0.3205 PASS
0.0 ft
0.0 PASS
8.50 ft
Project Title:
Engineer:
Project ID:
Project Descr:
Wood Column
File= C:\EgnytelPdvateltfauth\_PERSO-1\HOMERE-1\HomeRemodel.ec6
Software copyright ENERCALC, INC. 1983-2019, Build: 12.19.11.30 .
4'
DESCRIPTION: Existing Main
Floor Studs
Load Combination Results
Maximum Axial + Bending Stress Ratios
Maximum Shear Ratios
Load Combination
C D C P
Stress Ratio Status
Location
Stress Ratio Status Location
+D+0.750Lr+0.750L+0.450W+H
1.600 0.207
0.3205 PASS
0.05705 ft
0.01271 PASS 0.0 ft
+D+0.750L+0.750S+0.450W+H
1.600 0.207
0.8171 PASS
4.279 ft
0.01271 PASS 0.0 ft
+D+0.750L+0.750S+0.5250E+H
1.600 0.207
0.7964 PASS
0.0 ft
0.0 PASS 8.50 ft
+0.60D+0.60W+0.60H
1.600 0.207
0.1923 PASS
0.05705 ft
0.01695 PASS 0.0 ft
+0.60D+0.70E+0.60H
1.600 0.207
0.1923 PASS
0.0 ft
0.0 PASS 8.50 ft
Maximum Reactions
Note: Only non -zero reactions are listed.
X -X Axis Reaction
k Y -Y Axis Reaction Axial Reaction My
- End Moments k -ft Mx - End Moments
Load Combination
@ Base @ Top
@
Base @ Top @
Base @
Base @ Top @ Base @ Top
+D+H
0.960
+D+L+H
0.960
+D+Lr+H
0.960
+D+S+H
2.860
+D+0.750Lr+0.750L+H
0.960
+D+0.750L+0.750S+H
2.385
+D+0.60W+H
0.017 0.017
0.960
+D+0.70E+H
0.960
+D+0.750Lr+0.750L+0.450W+H
0.013 0.013
0.960
+D+0.750L+0.750S+0.450W+H
0.013 0.013
2.385
+D+0.750L+0.750S+0.5250E+H
2.385
+0.60D+0.60W+0.60H
0.017 0.017
0.576
+0.60D+0.70E+0.60H
0.576
D Only
0.960
Lr Only
L Only
S Only
1.900
W Only
0.028 0.028
E Only
H Only
Maximum Deflections for Load Combinations
Load Combination
Max. X -X Deflection Distance
Max. Y -Y Deflection Distance
+D+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+L+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+Lr+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+S+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+0.750Lr+0.750L+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+0.750L+0.750S+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+0.60W+H
0.0000 in
0.000 ft
0.052 in
4.279 ft
+D+0.70E+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+0.750Lr+0.750L+0.450W+H
0.0000 in
0.000 ft
0.039 in
4.279 ft
+D+0.750L+0.750S+0.450W+H
0.0000 in
0.000 ft
0.039 in
4.279 ft
+D+0.750L+0.750S+0.5250E+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+0.60D+0.60W+0.60H
0.0000 in
0.000 ft
0.052 in
4.279 ft
+0.60D+0.70E+0.60H
0.0000 in
0.000 ft
0.000 in
0.000 ft
D Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
Lr Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
L Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
S Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
W Only
0.0000 in
0.000 ft
0.087 in
4.279 ft
E Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
H Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
Project Title:
Engineer:
Project ID:
Project Descr:
Wood Column rue=ti:kEgnyteWnvatelttauthl PERSO 1NOMERE-1NomeRemodel.ec6
Software copyright ENERCALC INC. 1983-2019, Build 121911 30
DESCRIPTION: Existing Main Floor Studs
Sketches
0c
ri
+X
Load 2
1,
i
1.50 in
Wood Column
DESCRIPTION. Existing Basement Studs
General Information
Analysis Method :
Allowable Stress Design
End Fixities
Top & Bottom Pinned
3.50 in
Overall Column Height
7.5 ft
Wood Species
Douglas Fir -Larch
Cf or Cv for Compression
Wood Grade
No.1
5.359 in^4
Fb +
1,000.0 psi Fv
180.0 psi
Flo -
1,000.0 psi Ft
675.0 psi
Fc - PHI
1,500.0 psi Density
31.210 pcf
Fc - Perp
625.0 psi
PASS
E : Modulus of Elasticity ... x -x Bending
y -y Bending
Axial
Basic 1,700.0
1,700.0
1.0
Minimum 620.0
620.0
Project Title:
Engineer:
Project ID:
Project Descr:
rnie = u.=ynyrernvarexuaumx_rtKouivtumtKt-iviome rcemoaei.ecb .
Software copyright ENERCALC, INC. 1983-2019, Build:12.19.11.30 .
Wood Section Name 2x4
Wood Grading/Manuf. Graded Lumber
Wood Member Type Sawn
Exact Width
1.50 in
Allow Stress Modification Factors
Exact Depth
3.50 in
Cf or Cv for Bending
1.50
Area
5.250 in^2
Cf or Cv for Compression
1.150
Ix
5.359 in^4
Cf or Cv for Tension
1.50
iy
0.9844 in^4
Cm: Wet Use Factor
1.0
PASS
7.50 ft
Ct : Temperature Factor
1.0
0.3004
PASS
Cfu : Flat Use Factor
1.0
Axial
7.50 ft
Kf : Built-up columns
1.0
1,700.0 ksi Use Cr: Repetitive ? No
Brace condition for deflection (buckling) along columns :
X -X (width) axis: Fully braced against buckling ABOUT Y -Y Axis
Y -Y (depth) axis : Unbraced Length for buckling ABOUT X -X Axis = 7.5 ft, K =1.(
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Column self weight included : 8.534 lbs * Dead Load Factor
AXIAL LOADS ...
Existing Load: Axial Load at 7.50 ft, D = 0.50, L = 0.6670, S =1.0 k 1,577 lbs / (600 lbs/stud) = 3 Studs = 4'-0" of Wall
Additional Capacity: Axial Load at 7.50 ft, D = 0.60, S =1.20 k 2,750 lbs / (1,200 lbs/stud) = 3 Studs = 4'-0" of Wall
BENDING LOADS ...
Lat. Uniform Load creating Mx -x, W = 0.00670 k/ft
DESIGN SUMMARY
Bending & Shear Check Results
C p
PASS Max. Axial+Bending Stress Ratio =
0.9212 :1
Load Combination +D+0.750L+0.750S+0.450W+H
0.900
Governing NDS Foruml41Comp + Mxx, NDS Eq. 3.9-3
Location of max.above base
3.725 ft
At maximum location values are ...
0.0
Applied Axial
3.259 k
Applied Mx
0.02120 k -ft
Applied My
0.0 k -ft
Fc: Allowable
719.94 psi
PASS Maximum Shear Stress Ratio =
Load Combination
Location of max -above base
Applied Design Shear
Allowable Shear
Load Combination Results
Load Combination
+D+H
+D+L+H
+D+Lr+H
+D+S+H
+D+0.750Lr+0.750L+H
+D+0.750L+0.750S+H
+D+0.60W+H
+D+0.70E+H
Maximum SERVICE Lateral Load Reactions. .
Top along Y -Y 0.02513 k Bottom along Y -Y 0.02513 k
Top along X -X 0.0 k Bottom along X -X 0.0 k
Maximum SERVICE Load Lateral Deflections ...
Along Y -Y 0.05292 in at 3.775 ft above base
for load combination: W Only
Along X -X 0.0 in at 0.0 It above base
for load combination : n/a
Other Factors used to calculate allowable stresses ...
0.01496:1 Bending Compression Tension
+D+0.60W+H
0.0 It
4.307 psi
288.0 psi
C D
C p
Maximum Axial + Bending
Stress Ratio Status
Stress Ratios
Location
Maximum Shear Ratios
Stress Ratio Status Location
0.900
0.431
0.3155
PASS
0.0 ft
0.0
PASS
7.50 ft
1.000
0.395
0.4961
PASS
0.0 ft
0.0
PASS
7.50 ft
1.250
0.326
0.3004
PASS
0.0 ft
0.0
PASS
7.50 ft
1.150
0.351
0.9059
PASS
0.0 ft
0.0
PASS
7.50 ft
1.250
0.326
0.4360
PASS
0.0 ft
0.0
PASS
7.50 ft
1.150
0.351
0.8923
PASS
0.0 ft
0.0
PASS
7.50 ft
1.600
0.261
0.2933
PASS
0.0 ft
0.01496
PASS
0.0 ft
1.600
0.261
0.2933
PASS
0.0 ft
0.0
PASS
7.50 ft
Project Title:
Engineer:
Project ID:
Project Descr:
Wood Column
Max. X -X Deflection
Distance
Max. Y -Y Deflection
Distance
C:\Egnyte\Privateltfauthl_PERSO 11H0MERE-1\HomeRemodel.ec6.
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+L+H
Software
Software copyright ENERCALC INC. 1983-2019, Build 121911.30
0.000 ft
0.000 in
0.000 ft
+D+Lr+H
0.0000 in
0.000 ft
0.000 in
DESCRIPTION: Existing Basement
Studs
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+0.750Lr+0.750L+H
Load Combination Results
0.000 ft
0.000 in
0.000 ft
+D+0.750L+0.750S+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+0.60W+H
Maximum Axial + Bending
Stress Ratios
Maximum Shear Ratios
Load Combination
C D
C P
Stress Ratio
Status
Location
Stress Ratio Status Location
+D+0.750Lr+0.750L+0.450W+H
1.600
0.261
0.4256
PASS
0.0 ft
0.01122 PASS 0.0 ft
+D+0.750L+0.750S+0.450W+H
1.600
0.261
0.9212
PASS
3.725 ft
0.01122 PASS 0.0 ft
+D+0.750L+0.750S+0.5250E+H
1.600
0.261
0.8622
PASS
0.0 ft
0.0 PASS 7.50 ft
+0.60D+0.60W+0.60H
1.600
0.261
0.1760
PASS
0.05034 ft
0.01496 PASS 0.0 ft
+0.60D+0.70E+0.60H
1.600
0.261
0.1760
PASS
0.0 ft
0.0 PASS 7.50 ft
Maximum Reactions
0.000 ft
0.000 in
0.000 ft
S Only
0.0000 in
Note: Only non -zero reactions are listed.
0.000 in
X -X Axis Reaction k
Y -Y Axis Reaction Axial Reaction
My - End Moments k -ft Mx - End Moments
Load Combination
@ Base
@ Top
@ Base @
Top
@ Base
@ Base @ Top @ Base @ Top
+D+H
H Only
0.0000 in
0.000 ft
0.000 in
1.109
+D+L+H
1.776
+D+Lr+H
1.109
+D+S+H
3.309
+D+0.750Lr+0.750L+H
1.609
+D+0.750L+0.750S+H
3.259
+D+0.60W+H
0.015
0.015
1.109
+D+0.70E+H
1.109
+D+0.750Lr+0.750L+0.450W+H
0.011
0.011
1.609
+D+0.750L+0.750S+0.450W+H
0.011
0.011
3.259
+D+0.750L+0.750S+0.5250E+H
3.259
+0.60D+0.60W+0.60H
0.015
0.015
0.665
+0.60D+0.70E+0.60H
0.665
D Only
1.109
Lr Only
L Only
0.667
S Only
2.200
W Only
0.025
0.025
E Only
H Only
Maximum Deflections for Load Combinations
Load Combination
Max. X -X Deflection
Distance
Max. Y -Y Deflection
Distance
+D+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+L+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+Lr+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+S+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+0.750Lr+0.750L+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+0.750L+0.750S+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+0.60W+H
0.0000 in
0.000 ft
0.032 in
3.775 ft
+D+0.70E+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+D+0.750Lr+0.750L+0.450W+H
0.0000 in
0.000 ft
0.024 in
3.775 ft
+D+0.750L+0.7505+0.450W+H
0.0000 in
0.000 it
0.024 in
3.775 ft
+D+0.750L+0.750S+0.5250E+H
0.0000 in
0.000 ft
0.000 in
0.000 ft
+0.60D+0.60W+0.60H
0.0000 in
0.000 it
0.032 in
3.775 ft
+0.60D+0.70E+0.60H
0.0000 in
0.000 ft
0.000 in
0.000 ft
D Only
0.0000 in
0.000 it
0.000 in
0.000 ft
Lr Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
L Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
S Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
W Only
0.0000 in
0.000 ft
0.053 in
3.775 ft
E Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
H Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
Project Title:
Engineer:
Project ID:
Project Descr:
Wood Column File= C:\Egnyte\Private\tfauth\_PERSO-1\HOMERE-1\ HomeRemodel.ec6.
Software copyright ENERCALC, INC. 1983-2019, Build:12.19.11.30 .
DESCRIPTION: Existing Basement Studs
Sketches
1.50 in
+X
City of
W heat�idge
COMMUNITY DEVELOPMENT
SUBCONTRACTOR AUTHORIZATION FORM
Electrical Subcontractor
This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR
performing electrical work on site.
Subcontractor's insurance and license must be up to date prior to permit issuance.
Project Address:
General Contractor:
(,W, '.7 `- " .
Pr. j;�,, -. - 1--e
Company Name: Contact Phone #:
3 6 9-s Y 1-3-( 0 1
Wheat Ridge Contractor License #: C 2-C Y r c7 (required field)
State License #: 1-1 � o
Master License #: Z� 1 k- i
Printed Name of Authorized Agent
Signature of Authorized Agent
3/6
Date
a
q0m7WGiln 1 W40 0, "3T") Pt--- ULF
Rough Inspection (continued)
Date
Inspector
Initials
Comments
316 Rough Mechanical Residential
317 Rough Mechanical Commercial
318 Boiler / Furnace
319 Hot water tank
320 Drywall screw and Nail
321 Moisture board / shower walls
322 Rough Grading
323 Miscellaneous
Final Inspections
Date
Inspector
Initials
Comments
402 Gas Meter Release
403 Final Electrical Residential
404 Final Electrical Commercial
405 Final Mechanical Residential
406 Final Mechanical Commercial
407 Final Plumbing Residential
408 Final Plumbing Commercial
409 Final Roof
410 Final Window/Door
411 Landscape/Park/Planning
Inspections from these entities shall be requested
one week in advance.
For landscaping and parking inspections please
call 303-235-2846
For ROW and drainage inspections please call
303-235-2861
For fire inspections please contact the Fire
Protection District for your project.
412 Row/Drainage/Public Works
413 Flood plain Inspection
414 Fire Insp. / Fire Protection
415 Public Works Final
416 Storm Water Mgmt.
417 Zoning Final Inspection
418 Building Final Inspection
Note: All items must be completed and approved by Planning, Public Works, Fire and Building
before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not
constitute authorization of occupancy.
For Low Voltage permits please be sure that rough inspections are completed by the Fire District and
Electrical low voltage by the Building Division.
��AAIT.����� / u/ �[�i•.. Vr" �J. l/��
PEI�Iv�, I . � _:, � �.� � JOB CODE:
INSPECTION RECORD
Inspection online for ttp:/www.ci.wheatridge.co.us/inspection
Cancellations must be submitted via spection
Inspections will not be performed unless this card is posted on the project site
Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business
Foundation Inspections
Date
Inspector
Initials
Comments
102 Caissons /Piers
103 Footing / P.E. Letter
202 Sewer Underground Int.
104 Foundation Setback Cert.
203 Sewer Underground Ext.
105 Stem Walls
204 Plumbing Underground Int.
106 Foundation wall Insulation
205 Plumbing Underground Ext.
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground / Slab Inspections
Date
Inspector
Initials
Comments
201 Electrical / Cable/ Conduit
202 Sewer Underground Int.
203 Sewer Underground Ext.
204 Plumbing Underground Int.
205 Plumbing Underground Ext.
206 Water Underground
2 1 pa
Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections
Rough Inspection
Date
Inspector
Initials
Comments
301 Rough Framing
302 Wall Sheathing
303 Roof Sheathing
304 Sheer Inspection
t4Q
306 Mid -Roof 2
2 1 pa
/ Stucco
308 Rough Electrical Residential
309 Rough Electrical Commercial
310 Electrical Meter Residential
311 Electrical Meter Commercial
312 Temp. Const. Meter
313 Rough Plumbing Residential
314 Rough Plumbing Commercial
315 Shower Pan
-ZONAL INSPECTION'
City of Wheat Ridge
Residential Roofing PERMIT - 201707256
PERMIT NO: 201707256 ISSUED: 09/14/2017
JOB ADDRESS: 11856 W 37th PL EXPIRES: 09/14/2018
JOB DESCRIPTION: Residential Re -roof to install OC dimensional asphalt shingles - 35.33 sq
Pitch = 5/12
*** CONTACTS ***
OWNER (970)815-0212 FAUTH TYLER W
SUB (720)336-2957 LENIN PINOT 170596 CO ELITE EXTERIORS
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY ***
Total Valuation
Use Tax
Permit Fee
Investigative Fees
** TOTAL **
*** COMMENTS ***
ESTIMATED PROJECT VALUATION
FEES
0.00
252.00
236.00
236.00
724.00
12,000.00
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) is required on the entire roof
when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and
mid -roofs may be called in at the same time, one hundred percent of the sheathing must be
complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required
to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield
is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturer installation instructions,
whichever is more stringent. In order to pass a final inspection of elastomeric or similar
type roof coverings, a letter of inspection and approval from the manufacturer technical
representative stating that "the application of the roof at (project address) has been
applied in accordance with the installation instruction for (roof material brand name)
roof covering" is required to be on site at the time of final inspection.
Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be
required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped
off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the
Homeowner.
City of Wheat Ridge
Residential Roofing PERMIT - 201707256
PERMIT NO: 201707256 ISSUED: 09/14/2017
JOB ADDRESS: 11856 W 37th PL EXPIRES: 09/14/2018
JOB DESCRIPTION: Residential Re -roof to install OC dimensional asphalt shingles - 35.33 sq
Pitch = 5/12
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this ermrt. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be
perform# and that all work to be ec ormed is �}sclosed in this document and/or its' a companyin� approved plans and specifications.
9
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. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior andspecific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Diviston.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any ordinance or regulation of this jurisdi ion. pproval of work is subject to teld inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
1
z
,,, ,5
jf; 5}A�� gen�rgl
t
GD�fO�r� i n9
Cause 22" 2WA-finz
Date /
�— 3;773 Cherry Creek North Dr Suite 575 Denver. Colorado
Date of loss / 9 n
(877)766-3211 Manager
� ter}
NAME 1 r/' rj //7 1 SO,Al IQ HM# -3-4s'- CLAIM
ADDRESS l WK# •S �O ' �/6 Fs — /� ADJUSTER
CITY. ST, ZIP /✓ ti /�) INS. /lU(�T% CONTACT _------- ----
I � ROOFING
6!S TEAR OFF�-^� // LAYER OF SHINGLES
NEW I ///7 -—' / C_- LBS FELT
7
IEVVyr FIBERGLASS SHINGLES�1 SQUARES
/I-TYU"_AND BRAND l/'d1 — UCtIvt��l/•5�-'
LORt✓/ OWNER INTIAL
rY R r,E Pi?r BOOTS 1" _ 2" ✓! 3" _ 4" _ 5"
INSTALL AIR. VENTS __FURNACE CAPS
G INST,LL%LYS _ FT. OF RIDGEVENT
f;
SANK DECKING $5 PER FOOT 1 PLYWOOD $50 PER SHEET
ALL ICES WATER SHIELD_.
DRIP EDGE �� COLOR
O INSTAU- .tJIND TURBINES
;�fLEA-
WER ATTIC FAN
NUP AND HAUL OFF ALL ROOFING DEBRIS
[[R ROLL YARD WITH MAGNETIC ROLLER (PICK UP NAILS)
ANUFACTURER WARRANTY AGAINST DEFECTS FOR YRS
qLIGHT
p' C NEY FLASHING
FLASHING
�REQPECKSHEETS/LF-rf-e PRICE
NOTES
COnTYOtCf.
qre S0per�
spa; r S
Please Make All Checks Payable to Co Elite Exteriors
IP/WIll do job for Insurance allowance
❑ Estimate ❑ Repair
ontingent on Insurance approval
Cash Price $
and no money is received from the insurance company, no money will be owed to Elite Exteriors,
In the event that the claim is denied,
X LLC and this contract becomes null and void. Upon Signature, this is a binding contract with Elite'Exteriors, LLC You agree to hire Elite
ng
ur
present you,
Your
Exteriors, LLC to 1. Inspect your roof and if damage cis mu 3. Repair or reassist in nd,sp aceoyourla of per adjuster's scope.
4 Repair
lother onal roofing
consultant, while your insurance adjuster scop y N Z. ) plus
covered in the claim unless otherwise outlined. This contract nsfor
a tment shallsum of all behheld inrance allowance t trust until roofing (mat� have been delivered.
any supplements and 0&P paid by the Insurance company. y payments
Approximate Start
Deposit Amount Date
D'eat Accepted by jl
Second payment
Final Payment
Date Project Manager,
Completion Date Lv
Date
Date
Dane Lovett
From:
no-reply@ci.wheatridge.co.us
-� )
Sent:
Monday, September 11, 2017 8:37 PM
C
To:
CommDev Permits
`�
t
Subject:
Online Form Submittal: Residential Roofing Permit Application
Follow Up Flag: Follow up
7
Flag Status:
Completed
Residential Roofing Permit Application-
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
C�
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m., C
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address 11856 1N 37th PI
Property Owner Name Tyler Sauth
Property Owner Phone 970-815-0212
Number (enter WITH
dashes, eg 303-123-4567)
Property Owner Email
Address
Do you have a signed
contract to reroof this
property?
Applications cannot be
submitted without an
executed contract
attached below.
Attach Copy of Executed
Contract
tarco1230@gmail.com
Yes
Elite Exteriors Tanya Contract for Wheat Ridge.ipg
CONTRACTOR INFORMATION
Contractor Business
Name
Contractor's License
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone
Number (enter WITH
dashes, eg 303-123-4567)
Tri States General Contractors
-239 _
0 m/2,
Contractor Address
(Primary address of your
business)
Contractor Email Address
Retype Contractor Email
Address
DESCRIPTION OF WORK
TOTAL SQUARES of
the entire scope of work:
Project Value (contract
value or cost of ALL
materials and labor)
Are you re -decking the
roof?
roca477@gmail.com
roca477@gmail.com
35.33
12000.00
M
we
6
Does the scope of the
project include a flat roof
(less than 2:12 pitch)?
Does the scope of the
project include a pitched
roof (2:12 or greater
pitch)?
What is the pitch?
How many squares are
part of the pitched roof?
Describe the roofing
materials for the pitched
roof:
Type of material for the
pitched roof:
Provide any additional
detail here on the
description of work. (Is
this for a house or
garage? Etc)
No
Yes
5/12
35.33
Owens Corning dimensional
Asphalt
Reroof, gutters, siding. Do not reinstall solar panels or Dish.
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this
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
may not begin on this
property until a permit
has been issued and
posted on the property.
Yes
Yes
Yes
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.
Name of Applicant Thomas Roca
Email not displaying correctly? View it in your browser.
Dan Schultz
From: no-reply@ci.wheatridge.co.us
Sent: Friday, July 28, 2017 2:38 PM
To: ommDev Permits
Subject: Online Form Submittal: Residential Roofing Permit Application
Categories: i Danny
Side ' oofing Permit Application
his application is ex
clusivel its for residential roofs and for licensed C
contractors only. Thi of permit is O Y being processed online --do not come
to City Hall to s an application in pers n. Permits are processed and issued in
the order t are received and due to the olume of requests, time to process
varies is subject to change. YOU WI BE CONTACTED WHEN YOUR
PE T IS READY FOR PICK-UP AND ILL BE GIVEN A SPECIFIC DATE
TIME WINDOW TO COMPLETE E TRAN CTION. You will be notified if
ur contractor's license or insuranc as expired, a you may update those I v
ocuments at the time you are iss your permit. f v
Fo
Homeowners wishing to obtain a roofing permi st apply \fore permit in person
at City Hall. Revisions to existing permits xample, to add r ecking) must be
completed in person at City Hall. All of non -roofing permits mu be completed in
person at City Hall. The Building D' ' ion will be open from 7:30-10. 0 a.m.,
Monday through Friday to pro these types of requests.
THIS APPLICATIC
REROOFING UNTIL
Is this application for a
residential roof?
How many dwelling units
are on the property?
S NOT CONSTITUTE A PERMIT. DO NOT BEGIN
MIT HAS BEEN ISSUED.
Yes
Single Family Home
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
11856 V11Zth PI. Wheat Ridge Co
Tyler Alison F
303-328-8235
Field not completed.
W1,11100"Ar
Do you have a signed Yes
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
Attach Copy of Contact Field not completed.
CONTRACTOR INFORMATION
Contractor Business Eber Dominguez Construction /��_
Name xiO
Contractor's License 100344
Number (for the City of
Wheat Ridge)
Contractor Phone 7202763614
Number
Contractor Email Address dominguez_eber@yahoo.com
Retype Contractor Email dominguez_eber@yahoo.com
Address
DESCRIPTION OF WORK
Are you re -decking the
Yes
roof?
•
Description of Roofing
30 Years Owens Corning
Material
Select Type of Material:
Asphalt
If "Other" is selected
Field not completed.
above, describe here:
How many squares of the
36
material selected above?
Does any portion of the No ✓
property include a flat
roof?
If yes, how many squares Field not completed.
on the flat roof?
TOTAL SQUARES 36 ✓
(pitched + flat) of all
2
roofing material for this
project
Provide additional detail
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Single Family, 4:12, Roofing and Gutters only.
Project Value (contract
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant Anna Dominguez
Email not displaying correctly? View it in your browser.
3
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: P 4 i-- U �-00F-
Job Address: 11b5(# W �)_IT)4 �U
Permit Number: 'ZQ 1"10 -7S5U
❑ No one available for inspection: Time &M
Re -Inspection required: Yes oo
When corrections have been made, call for tion at 303-234-5933
Date: 10 /(_1 -inspec
Inspector: ' W,"—
DO
NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE__. - -
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: i:– 10 r
Job Address: _�_ ` w. 57 4 �-
Permit Number: 2—S62
4No one available for insp tion: Time 1d 3S AM M
Re -Inspection required:Yes No
When corrections have beenL, all forZtio at 3-234- 933
Date: 0 Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
to one available for inspection: Time • '�_13 AMLM)
Fie -Inspection required: Yes No
When corrections have been made, call for re i pection t 3 3-234-5933
Qj
Date: I (� �1 Inspector: 1
DO NOT REMOVE THIS NOTICE
.�Y
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 0
Job Address: 1 ) 25fo (A) '?;;IiTy 64C4�
Permit Number:
❑ No one available for inspection: Time j , o, -D A
Re -Inspection required: Yes No
When corrections have been made, call fo -inspection at 303-234-5933
f
Dates- Inspect OL
DO NOT REMOVE THIS NOTICE
♦��♦
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -$933 Inspection line
(303) 235 -2855 Office - (303) 235 -2857 Fax
INSPECTION NOTICE
Inspection Type: Lmn
Job Address /Permit Number: (l I Lei fttfr ,`
s>
€ • ❑ No one available for inspection: Time 70 AM /P
Re- Inspection required: 'Yes, N o l
When corrections have been made, call for re- inspection at 303 - 234 -5933
Date: - 400 Inspector:p,
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
f (3 Building Inspection Division
(303) 234 -5933 Inspection line
03) 235 -2855 Office • (303) 235 -2857 Fax
INSPECTION NOTICE
Inspection Type: 441 , ,.
Job Address:
Permit Number:
i'
❑ No one available for inspection: Time AM /PM
Re- Inspection required: Yes No
When corrections have been made, call for re- inspection at 303 -234 -5933
Date:4 / ! :a a nspector:
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
►J Residential Roofing PERMIT - 091586
PERMIT NO: 091586 ISSUED:.' 08./24/2009
JOB ADDRESS: 11856 W 37TH.. PL EXPIRES: 02/20/2010
DESCRIPTION:. t/o; Install 33.G7 sgs.of GAF-30yr comp/dim/shingles:
***:CONTACTS.***
owner 303/4S6-0474 James Gonzales
gC 303/242-8444 Jerod Raisch 09-0053 Metro Construction Inc
PARCEL :INFO
ZONE CODE: UA ' ".USE: `UA
SUBDIVISION:.: 0690 BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED ' PROJECT VALUATION: `9,603.99
FEES
Permit Fee 235.70 N jn"L , N-:
Total Valuation .00
Use Tax 172.87
TOTAL 408.57
Conditions:
6 nail installation& mid-roof inspection 'required. Board sheathing spaced more
than 'a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and
water shield required from eave edge to 2' inside exterior walls..:
Subject to field inspection;
I hereby certify that the setback distances proposed by this permit application are accurate, and do. not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or. covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and :agree to abide. by all conditions printed on this
application and that. I.assume full responsibility for compliance with the `wheat Ridge Building Code (I.B.C) and all other-.
appli abl eat 'Ridge Ordinances, for work under Chas ermit. Plans subject to field inspection.
Signature of contractor/owner ..date
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, :Colorado or any other applicable
ordinances of the City.
„ 2. This permit :shall expire 180 days from the issue date.. Requests for. an extension must be received prior to expiration
~E' date. An extension maybe granted at the discretion of the Building Official.
3. If. this permit expires, a new permit may be acquired :fora fee of one-half . the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or. abandonment has not
exceeded one (1) year.. If changes have been or if suspension or abandonment exceeds. one (1) year; full fees. shall
g 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
r written approval on inspection card before proceeding with successive phases of the job..
6. The issuance of a permit or the... approval of drawings and specifications shall not be construed to be a permit for, nor
i an approval of, an violation of the
any provisions of the building codes or any other ordinance, law, rule or regulation.
All plan v' J 'subject to field inspections.
Signature of/ hie .Building 'Official date
INSPECT N.REQUEST LINE: -(903)234-5933 BUILDING OFFICE: (3.03)235-2855 -
REQUESTS MUST BE MADE BY3PM ANY BUSINESS 'DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
a,
,r
}
~oF ""r~ City of Wheat Ridge Building Division Date:
m 7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 ` Fax: 303-235-2857 Plan
c - ° Inspection Line: 303-234-5933
OLORP~ ~ Permit
r ` Building Permit Application
Property Address: W 3 4' 1 `P ttu)
111ttt ~11 z
Property Owner (please print): Phone: 36 3 't GJ U Iql~
Mailing Address: (if different than property address)
Address: ~~6 (~o ~ ) /V L-
State,
Contractor:
Contractor License 01 - oo G ~
Sub Contractors:
Electrical City License
Company:
Exp. Date:
?-&d3 S
6A4-)
()2J
Phone:
Plumbing City License
Company
Exp. Date:
Mechanical City License
Company:
Exp. Date:
F
Use of space (description): reV-06
Description of work:
e~uu( Wj3tL4- C MIDI ~sf~~ ~33~~
Construction Value: S_
(as calculated per the Building
31
sheet)
1;2)Plan Review (due at time of submittal): $ 1
2~aY C~r~+% mt~t Nth`
Sq. Ft./L.F[ added: Squares BTU's - Gallons
Amps
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compl'ance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit~l ns ject to field inspection.
CIRLCE ONE:: (OWNE (CONTR CTOR) or PERSONAL REPRESEN ATIV of N FRi)(9C0N~.TgATOR)
PRINT NAME: Aq~ SIGNATURE: Ul) Date: rrl+/ f~ c/V
DEPARTMENT USE ONLY
ZONING COMMENTS:
Zoning:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
OCCUPANCY:
FIRE DEPARTMENT:: ❑ approved wi comments ❑ disapproved ❑ no review required I Bldg Valuation: $
DEPARTMENT OF COMMUNITY DEVELOPMENT
7500 WEST 29tn AVENUE BUILDiNG INSPECTION DIVISION PERMIT N0.
237-6944 ExT.255 P.O. BOX638 CITY OF WHEAT RIDGE,COLO.
THiS PERMIT VALID ONLY WHEN SIGNED BY THE CHiEF BUILOIN6 INSPECTOR AND RECEIPTED BEL'JW.
- YA~PP~UCATION FOR MISC
JOB ADDRESS ' r ~1
ELLANEOUS PERMIT
OWNER _A;;~N`eS c~PE'1~°Lm f'r'2
CONTRACTOR A\c
ADDRESS E o 5E5_
~4~` `~-'u C
ADDRESS ~ S7 F
PHONE - 937 C, ZIP CODE
~
CITY ZIP CODE Z
PHONE LICENSE NO.
CONTRACT PRI E$ 3 0 p&°'o
DATE J JI / 12
1. TYPE Ground ❑ . Woll❑ Proiecfinp❑ Other S or D Feos
2. MATERIAL Totel Squora Feat
SIGNS
3. ILLUMINATION Yas❑ No❑ TyOe Elxf. Permit No.
4. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ ApDrovad, Zona Inspector
(Spacify whieh ia front) ❑ ❑ ❑ ❑ DieopDrwed
I. TYPE SolidO Mora Thon 80% Open❑ Lest Thon 80% Open
2' MATERIAL Hoiphf
FENCES
3. SET BACK FROM PROPER7Y LINE N_ S_ E_ W Zme_ Apprwed,Zons Inspeeta
(Specify whieh ia front) ❑ ❑ ❑ ❑ Disapproved
I. Sc, s Ano,-F,~,.~ o~c,y 1~nO~~a.~
OTHER
2' 0l0 (ii/I -FCcn TniL
/1.,,.n " FC oird .
s.
1
DRAW SHETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIV1Nu DISTANCES FROM PROPERTY LINES.
(SETBACKS-0R PROJECTIONS INCLUDED)
~
z ~
J
r
~
~
SPECIFY NORTH
~
N
STREET NAME .
SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR LATS, SHOW LEAS7
DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANf:E.
APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT
THIS APPLICATION WILL BECOMEA PERMITTO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BYTHE BUILDING INSPECTION DIVISION.
PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS N0T STARTED WITHIN THAT TIME.
ELECTRICAL PERMIT
STATE LICENSE N0.
PLUMBING PERMIT
STATE UCENSE N0.
MECHANICAL PERMIT
ALUMINUM WIRE UNOER SiZE 8 ILLEGAL
FLOOR
BSM
IST
2ND
3RD
4TH
N0.
FUELCirGeOns Go3 ql Propane Cod Elee Solor
N0.
WATER CIASET
FORCED AIR - BTU
TEMPORARY METER
WASH BOWL
HOT WATER - BTU
NEW SERVICE AMPS
BATH TUB
STEAM - BTU
CHANGE SERVICE-AMPS
SHOWER
AIR CONDITIONINCa-BTU
LIGHTING
SINK
OTHER
HEATING
GARBAGE DISP
REFRIGERATION SYSTEM
POWER SUB-GFCUITS
WATER HEATER
qetri erant Group
UTILI7Y(RANGE,DISPOSER,ETC.)
AUTO. WASHER
Pounda Chor s
FIXTURES
DISH WASHER
AUTOMATIC SPRINNLER SYSTEM
WIRING MOTORS B:CONTROLS
FLOOR DRAIN
ELEVATOR
SIGNS
URINAL
TRANSFORMERS 6 RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER I NP
TOTAL FIXTURES
I hsreby ocknowledqe tnat this applico- PERMIT FEE
fion ia tonect ond understand thot I USE TAX
Connot sfarf thie projett until this oppli-
cmion ia opDrovee; I shoil compiy with TOTAL FEE
ihe lawe of Ihe Stafe oi Colorado and to
the Zoninp Requlations and Buildinp ApPROVE(
Code of the City of Wheai Ridpe. Any _D1S~^.°DR °M
violation of the obove terma will couse CHIEF BUILDI
immediote revocation of ihis permit
NOT YjALID UNIESS RECE
' ~sn ~ ~ iG A7
,Cityof Wheat Ridge
'e Z, 4131
I Date Issued 1n
40olicenb 8ianamro
CALL 237-8944 EXT. 255
24 HOUR5 IN ADVANCE
FORINSPECTIONS
DEPARTMENT OF COMMUNITY DEVELOPMENT
7500 WEST 29tn AVENUE BUILDING 1NSPECTION DIVISION PERMIT N0. ME91114729
237-6944 ExT. 255 P.O. eox 638 CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONLV WHEN SIGNED BY THE CHIEF BUILOING INSPECTOR AND RECEIPTED BELOW.
PL TION FOR MISCE
JOB ADDRESS ~
LLANEOUS PER
OWNER ~~iv,4
CONTRACTOR SAIm c-
ADDRESS /
/
4DDRESS
,
/
.
PHONE ~l'.3I "fCPlO ~ ZIP CODE
C1TY ZIP CODE
PHONE LICENSE NO.
ONTRACT PRICE $
1. TYPE Ground❑ Wall❑ Proieefinp❑ Othsr SorDFOes
2. MATERIAL
Tofal Squaro Feaf
SIGNS
f-~
3. ILLUMINATION Yes❑ Nou Type Eleef. Psrmit No.
4 SET BACK FROM PROPERTY LINE N_ S_ E_ W Zons_ ADDroved,ZOne Inspsetor
(Spxify whieh ia fronf ) ❑ ❑ ❑ ❑ DinopOroved
FENCES
1. TYPE Solid❑ More TAan 80% OpsnO Lase Than 80% Open
2' MATERIAL Hsipht
3. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ Apprwed,Zone Inepaetor
(Specity whieh ie tront) ❑ ❑ ❑ ❑ Dieapproved
I
.
2
OTHER
3.
DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTUP' ^'~T""rrc renu oonxRTV I.IUFS
(SETBACKS OR PROJECTIONS INCLUDED) INSPECTION tICKET
JOB
ADDRESS S S~ 4.) 37 ~ G
11~1_
-9DATE: ~ `y? 9 rnE 9
BLDG. PERMIT# Id f
PERM ITq
STREET NAME
SHOW OISTANCES FROM THE MAIN BUILDING TUADJOINING HOUSES, STR
DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTAI
APPLICATION FOR PLUMBING; EL6C'
THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THEINDICATE
PERMIT WILL EXPIRE 60 DAYS fROM DATE OF ISSUANf
BLDG. CONTR.
SUBCONTRACTOR
_
DATE INSP. REQ. ~G L EG Ll,00
TYPE OF INSP. ~-Z 0 /ISION.
ELECTRICAL PERMIT
STATE LICENSE N0. /(JM (t ~Lt/'~
PLUMBIN, INSPECTION MADE.2 G`T-CTi/ I
STATE LiCENSE NO REMARKS 0
AWMI
NUMWIREUNDERSIZEBILI.EGAL
FLOOR
IEIxSolor
BSMI /
N0.
WATER CLASET
~ ~
R~ G
c,, /,P- c,
TEMPORARY METER
WASH BOWL
NEW SERVICE AMPS
BATH TUB
CHANGE SERVICE-AMPS
SHOWER
. W.R. FoRM 6-79
LIGHTING
SINK
HEATIN6
GARBAGE DISF
POWER SUB-GFCUITS
WATER HEATER
UTILITY(RANGE,DISPOSER,ETCJ
AUTO.WASHER
FI%TURES
WIRING MOTORS 6 CONTROLS
DISH WASHER
F100R DRAIN
~
ELEYATOR
SIGNS
URINAL
TRANSFORMERS 6 RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER I HP
TOTAL fI%TURES
REMARKS~i
I hereby acknowledpe tho} thia applico-
fion is correef and understond fhot 1
eannof stort ihis projett until ihis oppli-
cation ie opproved. I shall eomply with
tha lowe of the Stote oi Colorado and to
}hs Zoninp Requlafiona ond Buildinq
Code of the City of Wheat Ridpe. Any
violotion of the above terma will couse
immediate revoeotion ofithlg Dermit.
PERMIT FEE
USE TAX ---G ~
TOTAL FEE ~ $
CHIEF BUILDING
Date Issued y - .3 -R,
O-C7
,Cityof Wheat Ridge
NOT VALID
x s-s-q i 11
CALL 237-6944 EXT. 255
24 HOURS IN ADVANCE
. FORINSPECTIONS
40Clieanb SiOnatur•