HomeMy WebLinkAbout10235 W. 33rd AvenueFOS OFFICE USE ONLY
City of
gate:
Building & Inspection Se ice Division
7500 W. 29th Ave,, Wheat Ridge, CO 80033 Plan Review Fee:
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line; 303-234-5933
Email: permits@_qiwheatrid_qe.co.us
Building er it Application
Please complete all highlighted areas t, both sides of this foft. Inicompleta applications, r ay oot be processed.
Property Address..
ropeOwner (please print): ANea-siso- �r Phg2e:
Prop" OwnerEmail:
Wiling Address: (if different than property address
Address;
Ar+chi a tfEnglr r E-mail: Phone*
Contractor:A'�a�)c 3>
Contractors City Li ruse #. Phtar>:�
Contractor forE-maildress:
Stria Contractors,.
Electrical: Plumbing: Mechanical:
WR. City License # W.R. City License # WR, City License #
Other City Licensed Sub: Other City Licensed Sub:
City License ## City License #
Complete all information on BOTH sides of this farm
COMMERCIAL 0 RESIDENTIAL
r
• � * s wr ,� aw r y :� � w w �
w y �, ■ • xs • } 'wr • w MM �
unt of Materials to be used, etc.) e + 301
Sq. FULF Btu's Gallons
Amps Squares Other
Melissa Macke
,---Y
From: Mark Kuepper <rnarkkuepper@icloud.corn>
Sent: Monday, August 1, 2016 10:40 AM
To: Melissa Mackey
Subject: 10235 w 33rd ave
Sewer line repair. Tap ,+, 30'. Won property. 1/3rd of total for on property
Sent from my Wad
Address: Same as above
City, State, Zip:
MMOMM
Complete all information on BOTH sides of this form
Installation of - system, flush mounted to roof.
5.1 K
Sq. FULF Stu's Gallons
.
Amps Squares __ Other
EC Ll PS E
i G I N E E R 3
.a Taylor
SolarCity, Inc.
3056 Clearview Way
Calif San Mateo, a
Re Kinloch Residence Solar — Job #8004466
10235 W. 33 Ave
Ridge, Wheat CO 8
«1
a '"! Digitally signed by Rolf
* « ce
Engineering, Inc., s
ce
D ! ? 19* -07'00'
Enclosed: Supporting Calculations
311 . T 30*6"Aft, $*Ew"t"MrSw 421 V a. 1 VG %V OW DM, Sab 0 X7702
?722 'j3-Fa (4Dn 721490 (W) -37166 - fox ## ' 2 ft W, d 021 - 7 731.1 Ax r000)
1 EC Ll PS E
I N E E R 3 N
Client: Jessica Kinloch — (303) 335-6478
Prepared For:
SolarCity, Inc.
3955 Claarvia r Way
Sari Mateo, California 94492
(888) 455 -2489
113 WWI I t 5, M=Xk ml 6m, 421 1 1R S DR a
Rw'{ )MWIS -R'ox 4 **24? # w(50921 -M1- ON) 921-M x , § 41, > W~ -$aX f d
Solar City l 0 0 0 0 ' EC Ll PS E Calculations LIVE
E N G 16 E R I
Project:
Kinloch Residence
Client
Solar City
EI Prof. :
14-05 -234
Solar City Proj. :
8004466
Date:
512812014
Roof Angle:
16
deg
Wind ;
111
Wind Exposure:
Building rapt,:
Wheatridge
Ground Snow:
30
psf
Ind Speed:
100
mph - 3 sec gust
RO-OF-10AMMMATES
rL Roof -
DL sf)
Comp. Shingles
3.0
Roof Framing
.5
Insulation
1
1 / 2 " gyp Ceiling `
2,2
518 Plywood Slag
1.6'
Miso
1.0
Total:
1.2 <p f
Ilse:
12 psf ;
DL Solar Panel . .
Panel Length
65.0 in
Panel "Width
39.0 in
Hardware Weight
6.668 Ihs
Panel Weight
45.2 lbs
Panel DL
2.95 psf
Total:
2 @9 psf
Use:
2.9 psf
E N G I N E E R # N G
ROOF SNOW LOAD -
Roof Design Criteria
Roof Pitch
Ground Snow Load -
Existing Roof Snow Load - Per ASCE 7, Section 7
Exposure Factor -
Ce='
I
Per ASCE Table 7-2
Thermal Factor -
C
Per ASCE Table 7-3
Importance Factor -
Per ASCE Table 7-4 CAT It
Slope Factor -
C =
3
Per ASCE Figure 7 -2 Non-Slippery
Flat Roof Snow Load -
P =
23.1
psf Pfr = 0,7 * C C I
Minimum Flat Roof Load -
P =
30
psf Per Bldg Dept P 30p I
Flat Roof Design Snow Load -
P =
30
psf
Sloped Roof Design Snow Load -
P j =
30.0
psf Psi = CS1 Pr
New Roof Snow Load - Per ASCE 7, Section 7
New Thermal Factor -
Ct2
3
Per ASCE Table 7
New Slope Factor
C,2=
LOO
Per Bldg Dept
Flat Roof Snow Load -
P =
26,2
psf Pf12 = 0.7 Ce Ct2 I Pg
Minimum Flat Roof Load -
P =
30
psf Per Bldg Dept Pf rmin 30psf I
Flat Roof Design Snow Load -
Pf2 =
30
psf
Sloped Roof Design Snow Load -
P,2 =
30,0
psf ] ',2 = Cs2 * Pf
Allo
r
(E) & (N) Axial _ P,:= 23164b p„ := 23711b (From RISA)
Increase in Shear Due to Solar - Inc := � p� 1 00 = 2. %
at(i c < 5.0, ""Tcxasacara C3k— ", 'N ") -- "Tension O "
F,:= 150 L J 5•pss" = 173 -psi
Span -
:= 3 1.67•tf Horizontal Span
Roof Dead Load -
w, 11psf
Roof Snow Load -
w,:= 30•psf
Tributary Widths -
w, := 24 - in
Additional Load -
w, := 2.9 "fast Solar panel DL
(N) Roof Distributed Load -
Dist. From Daft to Panels _ = 'tt
Dist. of Panels on Rafter - b:= 941
Dist. From Right to Panels - c:= L _ a -- b = 16 67
(E) & (N) Shear ,.
V,:= 643.1b v,, : = 674Ab (From RISA)
() & (N) Compression -
A ,,:= 2550.1b A,:= 2612 Gram RISA)
(E) & (N) Moment -
M 5 'ft° b M,:= 272641b (From RISA)
r
(E) & (N) Axial _ P,:= 23164b p„ := 23711b (From RISA)
Increase in Shear Due to Solar - Inc := � p� 1 00 = 2. %
at(i c < 5.0, ""Tcxasacara C3k— ", 'N ") -- "Tension O "
�,� r
Ram& f., LC �, Nn1� & EXW6V
M."'bef z Boodon mwnems
Y4mdion Reaction vmds wr k r lb-fl
Eclipse Engineedn J nc.
SK-4
LNG
8004466- Kinloch Residence May 28, 2014 at 10:30 PM
..... .. . ...
14-05-234 (E) & (N) Collar Tw Rafter System.r3d
�yy E CL I P S E Calculations
C& G I N E\ I N G
Wind Zone I
11 '', #
1 7 ,1 111
if »w » : <
III I 1"JIM I
III I j mAm
Mock$
G > % G >6
OK! OK!
II I 1 1!1:11! IgIgly !I
I HIM TTN«w a, » >=
w
~ /\ \ ^� \ �% \
EC Ll PS E 512812614
Calculations LNG
N G I N E S R I
SOLAR AFFRAY CONNECTION TO EXISTING OF
Wind Zone
Wind Loading - ASCE STANDARD - AS+ E 7
Section 5.4.2,2 - Wind Loads on Components and Cladding - Simplified Method:
Second Lind Gust
V = 100 mph
Importance Factor
I = 1
Net Design Wind Pressure - Figure 6 - 3
p, et3o = 28.7 psf
16 SQ FT
Velocity Pressure Exp. Coefficient - Figure 6 M 3
X = 1.21
Up to 15ft move grade
Topographic Factor 65.7.2 S Figure 6 - 4
zt => - "
(1 + /t t( z
Velocity Pressure - 6.5.16
pn.t 34.7 psf
X * Kzt * I * Pn t30
Length of Solar Panel
L� = in
tax load is half of one panel
Spacing of Base Supports
S g in
Max trio half at corner zone
H of Solar Back
F4 in
Worst case
Area of Solar Panel @ support
A = 16 ft
L * .S
Worst Case for Offset Panel
Uplift per Bracket
T = 347 lbs ,,t, * A
Shear Force per Bracket
V 69 lbs
A net * h * r ,
Dumber of Screws per Bracket
N =? ;
Tension per Screw
T = 347 lbs
i,
Lb
Shear per Screw
V, = 69 lb
Ns
Angle of Component Loading
6 = 78.7 deg
tan
VS
Component Load on Screw
= 354 lbs
T, + V 2
Duration Factor
C
EM
Shear B Wiithdrawl - 5116" Lag
2 = 208 lbs
130 * Cd
itdrawl Capacity per Inch
= yt1} lbs/in
Depth of Screw
l
p 4 ' � in
Withdrawl Capacity
T = 738 lbs
Cd
� , t
A ! 1! f
i
w, _ tt I I/ I I n E I A I G.
Mount •-
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C 'leaview Way
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T�(650) 6,38-1028 F�(650) 638-1029
SC - CO XCEL Label Set (888)-sot.- CITY (765-2489) www,Wardty,com
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systems. The module uses high efficiency poly- crystailine
Key Features
silicon calls laminated with a white back sheet and framed
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with black anodized aluminum. The black - framed C fp -PX
Quick and easy to install _ dramatically
is the perfect choice for customers who are looking for a high
reduces installation time
quality aesthetic module with lowest system cost.
Lower system costs - can cut rooftop
Best Quality
installation costs in half
1585%
..... ,.._,_. �..._
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Performance at Low Irradiance
235 quality control points in module production
A esthetic seamless appearance n low profile
- EL screening to eliminate product defects
with auto leveling and alignment
* Current binning to improve systems performance
environment, +95.5% module efficiency frown an
• accredited Salt mist resistant
Built -in hyper - bonded grounding system - if it's
irrerfiance of I000wtm` to 200w/m'
mounted, it's grounded
Best W arranty Insurance
Theft resistant hardware
- 25 years worldwide coverage
e.. ,,.
t e rif 25T
100% warranty term coverage
Ultra -low parts count - 3 parts for the mounting
* Providing third party bankruptcy rights
and grounding system
- lion- Cancel #able
nee by immediate coverage
it the insured by 3 world top insurance companies
Comprehensive Certificates
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Mechanical Data
COV Type
Cell Arrangement 60 ht x 10)
tW imensn ns .. 1638 x 462 x 40mm (64,5 x 38.7 x 1
M gnn 20 5kg (46 Ins)..
Front Cover 3 t 2!'H m Tempered grass
m
Frame Sft4aterW Anodized Wumirnum rimy
}Box 11"65 3drode6
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e ® ! t CITY OF WHEAT RIDGE
' Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTI/ON NOTICE
7
Inspection Type: c = r:
Job Address: fC1 ne 5 fa) f
Permit Number: r? ! j >2 tJ
❑ 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: s~I Inspector:
CO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Bung Iinspection Division
r (303) 234-5933 Inspection line
(303) 235-2855 Office - (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: pA~
Job Address:
Permit Number: c~If
❑ No one available for inspection: Time AlvltM
Re-Inspection required: es No
When corrections have been made, call for re-inspection at 303-234-5933
1
Date: Inspector:
DO NOT REMOVE THIS NOTICE
PI -
♦ 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: 92xt"
Job Address: /zPa3S w 33.Q,~7
Permit Number: 62%:;?70Y
❑ 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; 444> Inspector: c°
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: yy/,k'yneoT
Job Address: /02Z W, 33"974ve
Permit Number: ff")IC4
11 i? ;•'~"r f ~ r r-
❑ No one available for inspection: Time AMANI)
Re-Inspection required: Yes No
When corrections have been made, call for re-hspecdon at[,303J-,*34-5933
` Date: f) > l
( Inspector:
re r. i r. 21
DO NOT REMOVE THIS NOTICE
41 City of Wheat Ridge
Residential Roofing PERMIT - 092904
PERMIT NO: `092904 ISSUED:` 10/01/2009
JOB ADDRESS:. 10235 W 33RD AVE 'EXPIRES: 03/30/2010
DESCRIPTION:i Reroof '-29 sqs
yr CONTACTS
owner 303/238-5094 Beth Weisberger
sub 720/530-6331 Alfred Farias 09-0042 Citywide Roofing LLC
E.
PARCEL INFO
SUBDIVISION:' 0646' .BLOCK/LOT#: 0/:
FEE SUMMARY
t ESTIMATED PROJECT VALUATION: 19,000.00
R'
FEES
+`Z Permit Fee 399.50 ! ~a P
Total Valuation .00
` Use :Tax ;a
342.00 x TOTAL 741.50
Conditions: 7
.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..
K~ 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
e
application and that I assume full responsibility for compliance with the Wheat Ridge Building Code `(LB. C) and all other
applicable "'beat Ridge ordinances, for work under this permit. Plans subject to field inspection.
` V q lc
Signature of contractor/owner date T
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
ula
-date
r REWUES1S MUST BE MADE BY 3PMI. ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING. BUSINESS DAY.
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
~otoRno° Inspection Line: 303-234-5933 permit#:
Building Permit Application
it- Add
10235 W. 33rd Avenue
Property Owner (please print): Beth Weisberger Phone: 303.238.5094
Mailing Address: (if different than property address)
Address:
State,
Contractor: City Wide Roofing
Contractor License Phone: 720-271-0811
Sub Contr'actors€
Electrical City License Plumbing City License - Mechanical City License
Company:. Company Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval:
Use of space (description): Construction Value: $ 19.000
D,escnpttort pl work:, Reroof due to hail damage (as calculated per the Building Valuation Data sheet)
Plan Review (due at time of submittal): $
Sq. Ft./L. Ft added: Squares 29 BTU's Gallons Amps
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection.
CIRLCE ONE:: (OWNE ( CONTRACTOR) o PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR)
PRINT NAME: JAS eN urv~1 SIGNATURE: Date: lO'I-09