HomeMy WebLinkAbout4525 Carr StreetINSPECTION RECORD
Inspection online form: http://www.ci.wheatridge.co.us/inspection
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Inspections will not be performed unless this card is posted on the project site
Request aninspectio bef r MIDNIGHT (11:59 PM) to receive an inspection the following busine day
PERMIT: / ADDRESS:JOB CODE. .
Foundation Inspections
Date
Inspector
Initials
Comments
102 Caissons / Piers
103 Footing / P.E. Letter
104 Foundation Setback Cert.
105 Stem Walls
106 Foundation wall Insulation
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
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
305 Insulation
306 Mid -Roof
307 Metal / Lath / 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
SEE OVER FOR ADDITIONAL INSPECTIONS
PERMIT: �27ADDRESS: raf"?ILFill CODE: i
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 Land scape/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.
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: 310 EN 14lo-3FF
Job Address: LI615(!�q -51-1-
Permit Number: J/ 08 6
❑ No one available for inspectinNo me 0 / AM/PM
Re -Inspection required: Yes
*Whencorre tions hJ ve been made, call for re -inspection at 303-234-5933
Date: CI l Inspector: Y yI /
DO NOT REMOVE THIS NOTICE
PERMIT: ADDRESS:
JOB CODE:
INSPECTION RECORD ��1 1 L
Inspection online form: http://www.ci.wheatridge.co.us/inspection
Cancellations must be submitted vial: the online form be, ection
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
104 Foundation Setback Cert.
105 Stem Walls
106 Foundation wall Insulation
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
uo 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
306 Mid -Roof
Ll I / 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
SEE OVER FOR ADDITIONAL INSPECTIONS
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.
41 2 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.
CC L/ '-"/
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:'
5 2'S r�1 L �T
Permit Number: `ZO M O 2j00(p
❑ No one available for inspection: Time m-41 Dm/;M--
Re-Inspection required: Yes No
When corrections have been made, call fo-inspectijon�at 303-234-5933
Date: U �14 Inspector:
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Solar PERMIT - 201708687
PERMIT NO: 201708687 ISSUED: 10/30/2017
JOB ADDRESS: 4525 Carr ST EXPIRES: 10/30/2018
JOB DESCRIPTION: Residential Solar reinstall of 6.125 kw roof -mounted grid -tied solar PV
system.
*** CONTACTS ***
OWNER (303)596-4462 JILL SHANNON
SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,330.00
FEES
Total Valuation 0.00
Use Tax 174.93
Permit Fee 188.45
** TOTAL ** 363.38
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
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 1 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
thispermit. I fu attest that I am legally authorized to include all entities named within this document as parties to the work to be
performe at all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature o�OWN�ERor C TRACTOR ( rcleone) Date
1. This peras d on the infor tion provided in the permit application and accompanying plans and specifications and is
subject te with those dQ uments, 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 expiation. 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 originalpermrt 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 Budding Official and is not guaranteed.
4. 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.
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.
o
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 jdge
CommuNrry DEVELOPMENT
Building & Inspection Services Division
7500 W. 29`h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
FOR OFFICE USE ONLY
Date:
Plan/Permit # ` /)j -76 J } \
Plan Review Fee:
Building Permit Application
i
— Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: 4525 Carr St, Wheat Ridge CO
Property Owner (please print): Jill Shannon Phone: 303-596-4462
Property Owner Email:
Mailing Address: (if different than property address)
Address: Same as above
City, State, Zip:
Architect/Engineer:
Architect/Engineer E-mail:
Contractor: Solar City
Contractors City License #:
110035
Contractor E-mail Address: tward@solarcity.com
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
Plumbing:
W.R. City License #
Phone:
Phone: 253-720-4461
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
X OTHER (Describe) Solar PV
(For ALL projects, please 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 niateriaIZ5 to be used, etc.)
azu
Sq. Ft./LF
Amps
6.125 kW roof -mounted grid -tied solar PV system
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
8330
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 1 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 1µthorized by the legal owner of any
entity included on this application to list that entity on this application. /
CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESEA%TATIVE)
PRINT NA M:
Tyler Ward
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
PROOF OF SUBMISSION FORMS
SIGNATURE:
Fire Department ❑ Received ❑ Not Required
Water District ❑ Received ❑ Not Required
Sanitation District ❑ Received ❑ Not Required
DEPARTMENT USE ONLY
(CONTRACTOR2
DATE: 10/27/2017
OCCUPANCY CLASSIFICATION:
Building Division Valuation: $
March 22, 2013
RE: Certification Letter
Project: Shannon Residence - Project # 8001769
4525 Carr St
Wheat Ridge, CO. 80033
To Whom It May Concern,
A jobsite observation of the condition of the existing framing system was performed by an audit team from SolarCity. All
attached structural calculations are based on these observations and the design criteria listed below:
On the above referenced project, the roof structural framing has been reviewed for additional loading due to the
installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the
section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined
that the existing structure requires a structural upgrade. The required upgrade is shown in the structural drawings on the
SolarCity drawing set.
Design Criteria:
• Applicable Codes = 2009 IBC/IRC, ASCE 7-05 and 2005 NDS
• Roof Snow Load = 30 psf
• Roof Dead Load= 9.5 psf (All MPs)
• Basic Wind Speed = 100 mph Exposure Category C
• Solar modules = As indicated in attached drawings.
I certify that the capacity of the structural roof framing including the specified upgrades that directly supports the additional
gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the
requirements in accordance with the 2009 IBC.
Please contact me with any further questions or concerns regarding this project.
Sincerely,
John Calvert, P.E.
Project Engineer
e
��. 43019
• ',� itally signed by
At. ohn Calvert
Date: 2013.03.28
13:09:20 -06'00'
3/22/2013
8001769-Shannon.x1sx
STRUCTURAL DESIGN CALCULATIONS
by JOHN CALVERT, P.E.
PROJECT:
Shannon Residence - Project # 8001769
6.125 kW Roof Mount Solar PV System
4525 Carr St
Wheat Ridge, CO. 80033
REPORT PREPARED FOR:
SolarCity, Inc.
3055 Clearview Way
San Mateo, CA. 94402
888-765-2489
OWNER:
Shannon, Jill
4525 Carr St
Wheat Ridge, CO. 80033
(303) 596-4462
PROJECT DESIGNED BY:
SolarCity, Inc.
3055 Clearview Way
San Mateo, CA. 94402
888-765-2489
430191
Digitally signed by
John Calvert
Date: 2013.03.28
13:08:59 -06'00'
3/22/2013
Calculations by: JAC
Reviewed by: JAC
Table of Contents
8001769-Shannon.xlsx
1 Wind Load Calculations for Partially/Fully Enclosed Structures
2 Solar PV System S Rack Dead Load Determination
3 Roof Dead Load Determination
4 Rafter/Beam Calculations
5 Appendix
- Image from Google Earth showing Wind Exposure a Lai/Lon
Seismic Spectral Response data from USGS web site
Note: Seismic Check is not required because Ss = 0.226 < 0.4g
per 1613.1.1 in 2009 IBC
Design Criteria:
Designed to 2009 IBC/IRC
Dead Load= 9.5 psf [All MPs)
Roof Live Load = 20 psf
Basic Wind Speed =100 mph
Exposure Category C
Roof Snow load = 30 psf
3/22/2013 8001769-Shannon.xlsx Wind 4
ASCE7-2005 C&C Partially/Fully Enclosed Structure Wind Design
Input Variables
Calculations and Values
Required Variables
Design Wind Pressures based upon:
mean roof height, ft
15
ASCE 7-05 Chapter 6 Wind Loading
Exposure Category (6.5.6.3)
C
Basic Wind Speed (Figure 6-1 or local data)
100
Equation 6.5.12.4.1: h<60 ft Comp. and Cladding Elements
Importance Factor (1 for residential)
1
Wind Pressure P = qW(G*Cp)
Roof Shape
Gable/Hip
6.5.10: Velocity Pressure
Panel Tilt (degrees)
18.4 deg
qh = 0.00256*Kz*Kzt*Kd*V^2*1
Roof Zone
3
contiguous sq. feet of array
18
From Table 6-3:
least width of the building
40
Kz = 0.85
From Figure 6-4:
Kzt = 1.00
Local Topographical Features
From Table 6-4:
(choose "standard " or refer to pictures right, and below)
Kd = 0.85
type of hill
none
From figure 6-1:
Hill Height (h) (ft)
V= 100
slope of hill (degrees)
From table 6-1:
horizontal distance from hilltop to house(x)
I = 1
height from bottom of hill to mean roof height(z)
From Velocity Pressure Equation:
qh = 18.50
Design Wind Pressures
From Figure 6-19A
P (lbs. per sq. ft.) = qh*Cn*G
Cn (down) = 0.45
Pd (downforce pressure) =
8.31
Cn (uplift) = -1.57
Pu (uplift pressure) =
-29.11
t-rom b.b.b.1
G = 0.85
Max Tributary Area
Max Uplift Force on a Single Standoff
Pmax (lbs.) = Amax*Pu + 0.6*PL*COSO
Yingli YL245P-29b
Pmax = -356
Amax (sq. ft.) = X*Y
Factor of Safety = FI*D*NI/Pmax
Fastner Type: Hex Lag Screw (Per Plans)
X (distance between standoffs in ft.)
4.00
Fastener Diameter: 5/16" - 2.5" Min Embed
Y (distance between standoffs in ft.)
3.25
250 = FI (pullout capacity of fastener (lbs/inch))
Amax =
13.00
2.5 = D (minimum fastener thread depth)
1 = NI (number of fasteners per standoff)
1.76 = Factor of Safety
Dead Load Calculations
Point Load Calculations
DL (lbs/sq. ft.) = (Mm+Mh)/(L*W)
L (length of Yingli YL245P-29b modules)
5.41
PL (Ibs) = Amax*Loading
W (width of Yingli YL245P-29b modules)
3.25
PV PL = 40
Mm (weight of Yingli YL245P-29b modules)
43.65
1 B lVersion 1 8
Mh (weight of hardware per module) 10.53
DL = 3.09
3/22/2013 8001769-Shannon.xlsx ZEP DL 5
CALCULATION OF SOLAR PHOTOVOLTAIC ROOFTOP SYSTEM DEAD LOAD
All MPs
MODULE AND STAND-OFF CHARACTERISTICS
Module Make & Model
Panel Configuration:
Nmod =
25
Lmod =
5.41 ft
Wmod =
3.25 ft
Amod =
17.58 sf
Wtmod =
43.65 Ib
DLmod =
2.48 psf
Yingli YL245P-29b
Zep Array
Quantity of Yingli YL245P-29b modules
Length of one Yingli YL245P-29b module
Width of one Yingli YL245P-29b module
Area of one Yingli YL245P-29b module
Weight of one Yingli YL245P-29b module
Unit dead load of Yingli YL245P-29b modules
Solar Rail Make & Model: SolarCity Rail
Solar Rail Configuration: X -X Solar rails running in X -X direction
Mail = 0.68 plf Unit weight of aluminum solar rail, plf
Stand-off Make & Model: ZEP Cs Comp
Wtstandoff = 1.75 Ib Unit weight per stand-off assembly
PANEL AND RACK SYSTEM GEOMETRY
0—
18.4 deg
Tilt of panel system from horizontal
eroof =
18.4 deg
Slope of roof mounting surface
hmin =
0.33 ft
Least panel height above roof surface (vertical dimension)
hmax =
0.33 ft
Greatest panel height above roof surface (vertical dimension)
h =
0.33 ft
Mean panel system height above roof surface (vertical dimension)
LX_X =
5.41 ft
Array length in X -X Direction
SX_X =
4.00 ft
Standoff spacing in X -X Direction
Ns,X_X =
2
Number of standoffs in X -X Direction
Ly_y =
81.20 ft
Array length in Y -Y Direction (actual dimension at panel tilt 0)
Lh Y_y =
77.03 ft
Horizontal projection of array length in Y -Y Direction
Sy_y =
3.25 ft
Standoff spacing in Y -Y Direction
Ns,y_y =
50
Number of standoffs in Y -Y Direction
3/22/2013 8001769-Shannon.xlsx ZEP DL 6
DETERMINATION OF SYSTEM DEAD LOAD FOR SEISMIC ANALYSIS
COMPONENT AREAS, LENGTHS, AND QUANTITIES
Asystem =
440 sf
Gross area of solar PV system
Amodules =
440 sf
Net area of solar modules only
Nvad =
24
Number of solar mounting rails
Lia;, =
130 ft
Approximate total length of solar mounting rail
Nstandoff =
100
Number of stand-off assemblies
DEAD LOAD CALCULATION
Subtotal for Hardware = 263 Ib
Total System Seismic DL = 1355 Ib
Weight of Hardware per Solar Module = 10.53 Ib
Weight of Modules per square foot of PV System = 2.48 psf
Weight of Hardware per square foot of PV System = 0.60 psf
Total Seismic System Weight per square foot = 3.08 psf
Length or
Unit
Component
Component
Quantity
Weight
Weight, Ib
Solar Modules
25 x
43.65 Ib
= 1091
Solar Rails
130 ft x
0.68 plf
= 88
Stand-off Assemblies
100 x
1.75 Ib
= 175
Subtotal for Hardware = 263 Ib
Total System Seismic DL = 1355 Ib
Weight of Hardware per Solar Module = 10.53 Ib
Weight of Modules per square foot of PV System = 2.48 psf
Weight of Hardware per square foot of PV System = 0.60 psf
Total Seismic System Weight per square foot = 3.08 psf
3/22/2013 8001769-Shannon.xlsx Roof DL 7
DETERMINATION OF DEAD AND LIVE LOADS:
All MPs
DEAD LOAD
Element Materials
Wt. (psf)
Roof: Comp Shingle
5.00
Roofing Paper
0.50
1/2 in. Plywood or OSB
1.50
2 x 6 @ 24 in. o.c.
1.15 (Rafter)
Miscellaneous
1.35
9.50
Roof Pitch 4:12
1.054
Dead Load @ Roof Pitch =
10.01
18.4 deg
LIVE LOAD
IBC 1607.11.2
Lo = 20 psf
Atrib = — 200 sf
Rt = 1
R2 = 1
Lr = Lo * R, " R2 = 20 psf
Woodworks
COMPANY PROJECT
Mar. 15,201311:561 MP1A.wwb
Design Check Calculation Sheet
Wood Works Sizer 9.21
Loads:
Load
Type
Distribution
Pat-
tern
Location [ft]
Start End
Magnitude
Start End
Unit
DL
Dead
Full Area
No
551
11.00 (24.0)*
psf
SL
Snow
Full Area
Yes
Bearing:
30.00 (24.0)*
psf
PVDL
Dead
Point
No
1.25
40
lbs
PVDL2
Dead
Point
No
4.33
20
lbs
PVDL3
Dead
Point
No
7.42
40
lbs
-i'riouzary wiaLn din
Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in)
2'_3.1„
0' 2'-2" 15-2°
Unfactored:
Dead
Snow
Analysis
Value
288
530
Value
164
386
Factored:
Total
fv =
49
818
155
551
0.31
Bending(+)
fb =
1436
Fb' =
1504
Bearing:
0.95
Bending(-)
fb =
185
Fb' =
F'theta
fb/Fb' =
0.12
457
0.71 =
457
Capacity
L/180
0.78
Interior Live
Total
Joist
L/136
1.37 =
1197
684
Supports
-0.37 =
L/74
1052
L/90
1052
Anal/Des
Total
-0.61 =
L/49
1 0.46 =
L/60
Joist
1.34
0.68
0.81
Support
0.78
0.52
Load comb
#2
#4
Length
0.50*
0.50*
Min req'd
0.39**
0.50*
Cb
1.75
1.00
Cb min
1.75
1.00
Cb support
1.13
1.13
Fcp sup
I
1
1 6251
1 625
-Minimum Dearing iengtn setting usea: uz Tor ena supports aria iiz tar unerior supports
**Minimum bearing length governed by the required width of the supporting member.
MP1A
Lumber -soft, S -P -F, No.1/No.2, 3"x5-112"
Supports: All - Timber -soft Beam, D.Fir-L Not
Roof joist spaced at 24" c/c; Total length: 16-1.9"; Pitch: 4.0/12;
Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);
WARNING: this CUSTOM SIZE is not in the database. Refer to online help.
Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005:
Criterion
Analysis
Value
Design
Value
Analysis/Design
Shear
fv =
49
Fv' =
155
fv/Fv' =
0.31
Bending(+)
fb =
1436
Fb' =
1504
fb/Fb' =
0.95
Bending(-)
fb =
185
Fb' =
1504
fb/Fb' =
0.12
Deflection:
0.71 =
L/230
0.91 =
L/180
0.78
Interior Live
Total
1.20 =
L/136
1.37 =
L/120
0.88
Cantil. Live
-0.37 =
L/74
0.30 =
L/90
1.21
Total
-0.61 =
L/49
1 0.46 =
L/60
1
1.34
[_� I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN
MP1A.wwb WoodWorks® Sizer 9.21
Additional Data:
FACTORS: F/E(psi)CD
CM Ct CL CF Cfu Cr Cfrt Ci Cn
LC#
Fv' 135 1.15
1.00 1.00 - - - - 1.00 1.00 1.00
2
Fb'+ 875 1.15
1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 -
4
Fb'- 875 1.15
1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 -
2
Fop' 425 -
1.00 1.00 - - - - 1.00 1.00 -
-
E' 1.4 million
1.00 1.00 - - - - 1.00 1.00 -
4
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 =
D+S, V = 568, V design = 532 lbs
Bending(+): LC #4 =
D+S (pattern: sS), M = 1804 lbs -ft
Bending(-): LC #2 =
D+S, M = 232 lbs -ft
Deflection: LC #4 =
(live)
LC #4 =
(total)
Bearing: Allowable bearing at an angle F'theta calculated for each support
as per NDS 3.10.3
D=dead L=live S=snow
W=wind I=impact Lr=roof live Lc=concentrated E=earthquake
Ali LC's are listed
in the Analysis output
Load Patterns: s=S/2,
X=L+S or L+Lr, =no pattern load in this span
Load combinations: ASCE
7-05 / IBC 2009
CALCULATIONS:
Deflection: EI =
58e06 lb-in2
"Live" deflection =
Deflection from all non -dead loads (live, wind, snow...)
Total Deflection = 1.50(Dead
Load Deflection) + Live Load Deflection.
Page 2
Design Notes:
1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005),
and NDS Design Supplement.
2. Please verify that the default deflection limits are appropriate for your application.
3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to
the full length of cantilevers and other spans.
4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
5. SLOPED BEAMS: level bearing is required for all sloped beams.
6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design.
Criterion
Analysis
Value
COMPANY
PROJECT
Analysis/Design
WoodWorks®
fv =
38
Fv' =
155
fv/Fv' =
0.25
Bending(+)
Mar. 15, 2013 12:03
MP1B.wwb
Fb' =
1504
fb/Fb' =
0.62
Design Check Calculation Sheet
fb =
158
Fb' =
1504
Wood Works Sizer 9.21
0.11
Deflection:
Loads:
L/468
0.73 =
L/180
Load
Type
Distribution Pat- Location [ft] Magnitude
Unit
L/261
1.09 =
L/120
tern Start End Start End
0.46
Cantil. Live
DL Dead
Full Area No 11.00 (24.0)*
psf
L/90
SL Snow
Full Area Yes 30.00 (24.0)*
psf
-0.31 =
PV DL Dead
Point No 2.08 40
lbs
PVDL2 Dead
Paint No 5.17 20
lbs
PVDL3 Dead
Point No 8.25 40
lbs
Load6 Dead
Point No 11.42 20
lbs
*Tributary Width (in)
Maximum Reactions (lbs),
Bearing Capacities (lbs) and Bearing Lengths (in)
-- = 13'-4.2" --- _ -- -
---------
-
0'
2'-2"
12'-6„
Unfactored:
Dead
248
163
Snow
452
305
Factored:
Total
700
468
Bearing:
F'theta
457
457
Capacity
Joist
1197
684
Supports
1052
1052
Anal/Des
Joist
0.59
0.68
Support
0.67
0.44
Load comb
#2
#4
Length
0.50*
0.50*
Min req'd
0.33**
0.50*
Cb
1.75
1.00
Cb min
1.75
1.00
Cb support
1.13
1.13
Fop sup
625
625
*Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports
**Minimum bearing length governed by the required width of the supporting member.
MP1 B
Lumber -soft, S -P -F, No.1/No.2, 3"x5-1/2"
Supports: All - Timber -soft Beam, D.Fir-L No.2
Roof joist spaced at 24" c/c; Total length: 13'-4.2", Pitch: 4.0/12;
Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);
WARNING: this CUSTOM SIZE is not in the database. Refer to online help.
Analysis vs. Allowable
Stress (psi)
and Deflection (in)
using Nis 2005:
Criterion
Analysis
Value
Design
Value
Analysis/Design
Shear
fv =
38
Fv' =
155
fv/Fv' =
0.25
Bending(+)
fb =
936
Fb' =
1504
fb/Fb' =
0.62
Bending(-)
fb =
158
Fb' =
1504
fb/Fb' =
0.11
Deflection:
0.28 =
L/468
0.73 =
L/180
0.38
Interior Live
Total
0.50 =
L/261
1.09 =
L/120
0.46
Cantil. Live
-0.18 =
L/154
0.30 =
L/90
0.58
Total
-0.31 =
L/88
0.46 =
L/60
0.68
F1I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN
MPI B.wwb
WoodWorks® Sizer 9.21
Page 2
Additional Data:
FACTORS: F/E(p s'_)CD CM Ct CL CF Cfu Cr
Cfrt Ci Cn
LC#
Fv' 135 1.15 1.00 1.00 - - - -
1.00 1.00 1.00
2
Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15
1.00 1.00 -
4
Fb'- 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15
1.00 1.00 -
2
Fcp' 425 - 1.00 1.00 - - - -
1.00 1.00 -
-
E' 1.4 million 1.00 1.00 - - - -
1.00 1.00 -
4
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 = D+S, V = 457, V design = 421 lbs
Bending(+): LC #4 = D+S (pattern: sS), M = 1176 lbs -ft
Bending(-): LC #2 = D+S, M = 199 lbs -ft
Deflection: LC #4 = (live)
LC #4 = (total)
Bearing: Allowable bearing at an angle F'theta calculated
for each support
as per NDS 3.10.3
D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated
E=earthquake
Ail LC's are listed in the Analysis output
Load Patterns: s=S/2, X=L+S or L+Lr, =no pattern load in
this span
Load combinations: ASCE 7-05 / IBC 2009
CALCULATIONS:
Deflection: EI = 58e06 lb-in2
"Live" deflection = Deflection from all non -dead loads (live,
wind, snow...)
Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection.
Design Notes:
1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005),
and NDS Design Supplement.
2. Please verify that the default deflection limits are appropriate for your application.
3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to
the full length of cantilevers and other spans.
4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
5. SLOPED BEAMS: level bearing is required for all sloped beams.
6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design.
COMPANY PROJECT
WoodWorks":
Mar. 22, 2013 10:11 MP2.wwb
Design Check Calculation Sheet
Wood Works Sizer 9.21
Loads
Load
Type
Distribution
Pat-
tern
Location [ft]
Start End
Magnitude
Start End
Unit
DL
Dead
Full Area
No
356
10.00 (24.0)*
psf
SL
Snow
Full Area
Yes
fb/Fb' -
30.00 (24.0)*
psf
PVDL
Dead
Point
No
6.83
40
lbs
PVDL2
Dead
Point
No
9.92
19
lbs
PVDL3
Dead
Point
No
13.08
40
lbs
PVDL4
Dead
Point
No
16.17
19
lbs
Self -weight
IDead
lFull UDL
I No
1228
3.3
1plf
-irioutary wracn din
Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in)
r 21'-7.3., 12'-7.3"
2 31
0. 2'-2" 8'-4" 20'-4„
Unfactored:
Dead
Snow
Analysis
Value
84
273
Value
389
711
Shear
146
306
Factored:
Total
Fv' =
155
356
0.34
1100
fb =
452
Fb' =
1504
fb/Fb' -
0.60
Bending(-)
fb =
982
Fb' =
Bearing:
fb/Fb' =
0.65
Deflection:
0.32 =
L/475
0.63 =
L/240
F'theta
0.50
Interior Live
457
0.57 =
457
0.84 =
457
Capacity
0.67
Cantil. Live
0.06 =
L/460
0.23 =
L/120
Joist
Total
1 0.09 =
1197
1 0.30 =
1228
684
Supports
1052
1100
1052
Anal/Des
Joist
0.30
0.90
0.66
Support
0.34
1.00
0.43
Load comb
#5
#8
#7
Length
0.50*
0.52
0.50*
Min req'd
0.50*
0.52**
0.50*
Cb
1.75
1.72
1.00
Cb min
1.75
1.72
1.00
Cb support
1.13
1.13
1.13
Fcp sup
625
625
625
-Minimum bearing iengtn setting usea: yr Tor ena supports ano uz Tor Interior supports
*'Minimum bearing length governed by the required width of the supporting member.
MP2
Lumber -soft, S -P -F, No.11No.2, 3"x5-1/2"
Supports: All - Timber -soft Beam, D.Fir-L No.2
Roof joist spaced at 24" c/c; Total length: 21'-7.3"; Pitch: 4.0/12;
Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);
WARNING: this CUSTOM SIZE is not in the database. Refer to online help.
Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005:
Criterion
Analysis
Value
Design
Value
Analysis/Design
Shear
fv =
53
Fv' =
155
fv/Fv' =
0.34
Bending(+)
fb =
899
Fb' =
1504
fb/Fb' -
0.60
Bending(-)
fb =
982
Fb' =
1504
fb/Fb' =
0.65
Deflection:
0.32 =
L/475
0.63 =
L/240
0.50
Interior Live
Total
0.57 =
L/267
0.84 =
L/180
0.67
Cantil. Live
0.06 =
L/460
0.23 =
L/120
0.26
Total
1 0.09 =
L/298
1 0.30 =
L/90
0.30
FII WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN
MP2.wwb
WoodWorks® Sizer 9.21
Page 2
Additional Data:
FACTORS: F/E(psi)CD CM Ct CL
CF Cfu
Cr Cfrt Ci Cn
LC#
Fv' 135 1.15 1.00 1.00 -
- -
- 1.00 1.00 1.00
2
Fb'+ 875 1.15 1.00 1.00 1.000
1.300 1.00
1.15 1.00 1.00 -
7
Fb'- 875 1.15 1.00 1.00 1.000
1.300 1.00
1.15 1.00 1.00 -
8
Fcp' 425 - 1.00 1.00 -
- -
- 1.00 1.00 -
-
E' 1.4 million 1.00 1.00 -
- -
- 1.00 1.00 -
7
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 = D+S, V = 623, V
design =
586 lbs
Bending(+): LC #7 = D+S (pattern: SsS),
M = 1129
lbs -ft
Bending(-): LC #8 = D+S (pattern: sSS),
M = 1234
lbs -ft
Deflection: LC #7 = (live)
LC #7 = (total)
Bearing: Allowable bearing at an angle F'theta
calculated
for each support
as per NDS 3.10.3
D=dead L=live S=snow W=wind I=impact Lr=roof
live Lc=concentrated
E=earthquake
All LC's are listed in the Analysis output
Load Patterns: s=S/2, X=L+S or L+Lr,
=no pattern
load in this span
Load combinations: ASCE 7-05 / IBC 2009
CALCULATIONS:
Deflection: EI = 58eo6 lb-in2
"Live" deflection = Deflection from all
non -dead loads
(live, wind, snow...)
Total Deflection = 1.50(Dead Load Deflection)
+ Live
Load Deflection.
Design Notes:
1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005),
and NDS Design Supplement.
2. Please verify that the default deflection limits are appropriate for your application.
3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to
the full length of cantilevers and other spans.
4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
5. SLOPED BEAMS: level bearing is required for all sloped beams.
6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design.
WoodWorks(R
COMPANY PROJECT
Mar. 22, 2013 10:12 1 MP2 chimney.wwb
Design Check Calculation Sheet
Wood Works Sizer 9.21
Loads
Load
Type
Distribution
Pat-
tern
Location [ft]
Start End
Magnitude
Start End
Unit
DL
Dead
Full Area
No
385
10.00 (24.0)*
psf
SL
Snow
Full Area
Yes
fb/Fb' =
30.00 (24.0)*
psf
PVDL
Dead
Point
No
6.83
40
lbs
PVDL2
Dead
Point
No
9.92
19
lbs
PVDL3
Dead
Point
No
13.08
40
lbs
PVDL4
Dead
Point
No
16.17
19
lbs
Self -weight
IDead
lFull UDL
I No
1
2.0
1plf
x'i'rinutary wiazn din
Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) :
0' 2'-2"
8,4„
19'-6"
I
18'-4"
Unfactored:
Dead
Snow
Analysis
Value
95
290
Value
321
607
Shear
126
257
Factored:
Total
Fv' =
207
385
0.42
928
fb =
383
Fb' =
1547
fb/Fb' =
0.82
Bending(-)
fb =
1341
Fb' =
Bearing:
fb/Fb' =
0.94
Deflection:
0.28 =
L/458
0.53 =
L/240
F'theta
0.52
Interior Live
667
0.49 =
667
0.70 =
667
Capacity
0.69
Cantil. Live
0.07 =
L/379
0.23 =
L/120
Joist
Total
1 0.10 =
876
1 0.30 =
1168
500
Supports
586
928
586
Anal/Des
Joist
0.44
0.79
0.77
Support
0.66
1.00
0.65
Load comb
#5
#8
#7
Length
0.50*
0.79
0.50*
Min req'd
0.50*
0.79**
0.50*
Cb
1.75
1.47
1.00
Cb min
1.75
1.47
1.00
Cb support
1.25
1.25
1.25
Fop sup
1
1
625
1
1 625
1
625
ivununurn ueanny ienyui seamy useu. If/ iui Cnu suNNUna 011u114 rvi n1M11V1 aUppv w
**Minimum bearing length governed by the required width of the supporting member.
MP2 Chimney
Lumber -soft, D.Fir-L, No.2, 2x6 (1-1/2"x5-1/2")
Supports: All - Timber -soft Beam, D.Fir-L No.2
Roof joist spaced at 24.0" c/c; Total length: 19'-6.0"; Pitch: 4.0/12;
Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);
WARNING: Member length exceeds typical stock length of 18.0 [ft]
Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005:
Criterion
Analysis
Value
Design
Value
Analysis/Design
Shear
fv =
87
Fv' =
207
fv/Fv' =
0.42
Bending(+)
fb =
1265
Fb' =
1547
fb/Fb' =
0.82
Bending(-)
fb =
1341
Fb' =
1420
fb/Fb' =
0.94
Deflection:
0.28 =
L/458
0.53 =
L/240
0.52
Interior Live
Total
0.49 =
L/260
0.70 =
L/180
0.69
Cantil. Live
0.07 =
L/379
0.23 =
L/120
0.32
Total
1 0.10 =
L/265
1 0.30 =
L/90
0.34
F1I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN
MP2 chimney.wwb
Woodworks® Sizer 9.21
Page 2
Additional Data:
FACTORS: F/E(psi)CD CM Ct CL CF
Cfu Cr Cfrt Ci Cn
LC#
Fv' 180 1.15 1.00 1.00 - -
- - 1.00 1.00 1.00
8
Fb'+ 900 1.15 1.00 1.00 1.000 1.300
1.00 1.15 1.00 1.00 -
7
Fb'- 900 1.15 1.00 1.00 0.918 1.300
1.00 1.15 1.00 1.00 -
2
Fcp' 625 - 1.00 1.00 - -
- - 1.00 1.00 -
-
E' 1.6 million 1.00 1.00 - -
- - 1.00 1.00 -
7
Emin' 0.58 million 1.00 1.00 - -
- - 1.00 1.00 -
7
CRITICAL LOAD COMBINATIONS:
Shear : LC #8 = D+S (pattern: sSS), V =
515, V design = 478 lbs
Bending(+): LC #7 = D+S (pattern: SsS), M =
797 lbs -ft
Bending(-): LC #2 = D+S, M = 845 lbs -ft
Deflection: LC #7 = (live)
LC #7 = (total)
Bearing: Allowable bearing at an angle F'theta
calculated for each support
as per NDS 3.10.3
D=dead L=live S=snow W=wind I=impact Lr=roof live
Lc=concentrated E=earthquake
All LC's are listed in the Analysis output
Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern
load in this span
Load combinations: ASCE 7-05 / IBC 2009
CALCULATIONS:
Deflection: EI = 33e06 lb-in2
"Live" deflection = Deflection from all non -dead
loads (live, wind, snow...)
Total Deflection = 1.50(Dead Load Deflection) +
Live Load Deflection.
Design Notes:
1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005),
and NDS Design Supplement.
2. Please verify that the default deflection limits are appropriate for your application.
3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to
the full length of cantilevers and other spans.
4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
5. SLOPED BEAMS: level bearing is required for all sloped beams.
6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design.
COMPANY PROJECT
WoodWorks('
Mar. 22, 2013 10:14 MP2 Purlin.wwb
Design Check Calculation Sheet
Wood Works Sizer 9.21
Loads:
Load Type Distribution Pat- Location [ft] Magnitude Unit
tern Start End Start End
DL Dead Full UDL No 185.0 plf
SL Snow Full UDL Yes 356.0 plf
Self-weight Dead Full UDL No 2.2 plf
Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in)
- 14'-0.3"
0' 2' 6' 8' 12' 14'
MP2 Purlin
Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2"x7-1/4")
Supports: All - Timber-soft Beam, D.Fir-L No.2
Total length: 14'-0.3'
Lateral support: top= full, bottom= at supports,
Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 :
Unfactored•
Dead
Snow
82
252
Value
679
1316
Value
585
1291
Shear
468
1197
121
811
1549
155
fv/Fv' =
Factored:
Total
334
fb =
1995
Fb' =
1876
fb/Fb' =
1665
Bending(-)
2361
992
Fb' =
1184
fb/Fb' =
0.84
Deflection:
0.01 =
<L/999
0.13 =
L/360
0.10
Interior Live
Total
Bearing:
<L/999
0.20 =
L/240
0.10
Cantil. Live
0.04 =
L/547
0.13 =
L/180
Capacity
Total
0.06 =
L/370
0.20 =
L/120
0.32
Beam
334
1995
1876
1665
2361
Supports
614
3228
3009
2622
3900
Anal/Des
Beam
1.00
1.00
1.00
1.00
1.00
Support
0.54
0.62
0.62
0.64
0.61
Load comb
#23
#13
#24
#15
#28
Length
0.52
2.75
2.57
2.24
3.33
Min req'd
0.52
2.75
2.57
2.24
3.33
Cb
1.00
1.14
1.15
1.17
1.11
Cb min
1.00
1.14
1.15
1.17
1.11
Cb support
1.25
1.25
1.25
1.25
1.25
Fcp sup
625
625
625
625
625
Criterion
Analysis
Value
Design
Value
Analysis/Design
Shear
fv =
121
Fv' =
155
fv/Fv' =
0.78
Bending(+)
fb =
481
Fb' =
1207
fb/Fb' =
0.40
Bending(-)
fb =
992
Fb' =
1184
fb/Fb' =
0.84
Deflection:
0.01 =
<L/999
0.13 =
L/360
0.10
Interior Live
Total
0.02 =
<L/999
0.20 =
L/240
0.10
Cantil. Live
0.04 =
L/547
0.13 =
L/180
0.33
Total
0.06 =
L/370
0.20 =
L/120
0.32
1-11 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN
MP2 Purlin.wwb
Additional Data:
WoodWorks® Sizer 9.21
FACTORS: F/E(psi)CD
CM Ct CL CF
Cfu Cr Cfrt
Ci Cn
LC#
Fv' 135 1.15
1.00 1.00 - -
- - 1.00
1.00 1.00
28
Fb'+ 875 1.15
1.00 1.00 1.000 1.200
1.00 1.00 1.00
1.00 -
12
Fb'- 875 1.15
1.00 1.00 0.981 1.200
1.00 1.00 1.00
1.00 -
2
Fcp' 425 -
1.00 1.00 - -
- - 1.00
1.00 -
-
E' 1.4 million
1.00 1.00 - -
- - 1.00
1.00 -
12
Emin' 0.51 million
1.00 1.00 - -
- - 1.00
1.00 -
12
CRITICAL LOAD COMBINATIONS:
Shear : LC #28 =
D+S (pattern: sSsSS), V
= 1274, V design
= 875 lbs
Bending(+): LC #12 =
D+S (pattern: sSsSs), M
= 527 lbs -ft
Bending(-): LC #2 =
D+S, M = 1086 lbs -ft
Deflection: LC #12 =
(live)
LC #12 =
(total)
D=dead L=live S=snow
W=wind I=impact Lr=roof
live Lc=concentrated E=earthquake
All LC's are listed
in the Analysis output
Load Patterns: s=S/2,
X=L+S or L+Lr, pattern load in this
span
Load combinations: ASCE
_=no
7-05 / IBC 2009
CALCULATIONS:
Deflection: EI =
67e06 lb -int
"Live" deflection =
Deflection from all non -dead loads (live, wind,
snow...)
Total Deflection = 1.50(Dead
Load Deflection)
+ Live Load Deflection.
Page 2
Design Notes:
1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005),
and NDS Design Supplement.
2. Please verify that the default deflection limits are appropriate for your application.
3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to
the full length of cantilevers and other spans.
4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
5. Beam is in a system of 3 or more members spaced 24" or less apart. System factors applied according to NDS 4.3.9
6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design.
Unfactored:
Dead
Snow
Analysis
Value
COMPANY
PROJECT
115
251
WoodWork.s
fv =
65
633
155
366
0.42
Mar. 22, 2013 10:04
MP3.wwb
1227
Fb' =
1504
Design Check Calculation Sheet
0.82
Bending(-)
fb =
Wood Works Sizer 9.21
Fb' =
Loads:
fb/Fb' =
0.26
457
Load
Type
Distribution Pat- Location [ft] Magnitude Unit
L/240
0.57
tern Start End Start End
Total
DL Dead
Full Area No 10.00 (24.0)* psf
0.60 =
SL Snow
Full Area Yes 30.00 (24.0)* psf
366
PVDL Dead
Point No 0.92 40 lbs
UDL
PVDL2 Dead
Point No 4.00 19 lbs
1.7
PVDL3 Dead
Point No 7.08 40 lbs
-0.30 =
Self -weight Dead
Full
L/90
*Tributary Width
(in)
1.00
Maximum Reactions (lbs),
Bearing Capacities (lbs) and Bearing Lengths (i n) :
Support
0.99
C.59
Load comb
- 0' --
#2
#4
Length
0.55
0'
0.53
2'-2"
10'-9"
0.55
C.53
Cb
1.69
i.00
Cb min
1.69
1.00
Cb support
1.25
1.25
Fcp sup
625
625
MP2
Lumber -soft, S -P -F, No.1/No.2, 2x6 (1-1/2"x5-1/2")
Supports: All - Timber -soft Beam, D.Fir-L No.2
Roof joist spaced at 24.0" c/c; Total length: 11'-6.1 "; Pitch: 4.0/12;
Lateral support: top= full, bottom= at supports, Repetitive factor: applied where permitted (refer to online help),
Analysis vs. Allowable
Stress
(psi)
and Deflection (in)
using NDS 2005:
Unfactored:
Dead
Snow
Analysis
Value
230
402
Value
115
251
Factored:
Total
fv =
65
633
155
366
0.42
Bending(+)
fb =
1227
Fb' =
1504
Bearing:
0.82
Bending(-)
fb =
388
Fb' =
F'theta
fb/Fb' =
0.26
457
0.26 =
457
Capacity
L/240
0.57
Interior Live
Total
Joist
L/248
0.60 =
633
366
Supports
-0.19 =
UDL
No
L/120
1.7
plf
Unfactored:
Dead
Snow
Analysis
Value
230
402
Value
115
251
Factored:
Total
fv =
65
633
155
366
0.42
Bending(+)
fb =
1227
Fb' =
1504
Bearing:
0.82
Bending(-)
fb =
388
Fb' =
F'theta
fb/Fb' =
0.26
457
0.26 =
457
Capacity
L/240
0.57
Interior Live
Total
Joist
L/248
0.60 =
633
366
Supports
-0.19 =
L/143
641
L/120
625
Anal/Des
Total
-0.30 =
L/92
0.30 =
L/90
Joist
0.98
1.00
1.00
Support
0.99
C.59
Load comb
#2
#4
Length
0.55
0.53
Min req'd
0.55
C.53
Cb
1.69
i.00
Cb min
1.69
1.00
Cb support
1.25
1.25
Fcp sup
625
625
Criterion
Analysis
Value
Design
Value
Analysis/Design
Shear
fv =
65
Fv' =
155
fv/Fv' =
0.42
Bending(+)
fb =
1227
Fb' =
1504
fb/Fb' =
0.82
Bending(-)
fb =
388
Fb' =
1473
fb/Fb' =
0.26
Deflection:
0.26 =
L/920
0.45 =
L/240
0.57
Interior Live
Total
0.44 =
L/248
0.60 =
L/180
0.72
Cantil. Live
-0.19 =
L/143
0.23 =
L/120
0.84
Total
-0.30 =
L/92
0.30 =
L/90
0.98
F1I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN
MP3.wwb
WoodWorks® Sizer 9.21
Additional Data:
FACTORS: F/E(psi)CD
CM Ct CL CF
Cfu Cr Cfrt
Ci Cn
LC#
Fv' 135 1.15
1.00 1.00 -. -
- - 1.00
1.00 1.00
2
Fb'+ 875 1.15
1.00 1.00 1.000 1.300
1.00 1.15 1.00
1.00 -
4
Fb'- 875 1.15
1.00 1.00 0.979 1.300
1.00 1.15 1.00
1.00 -
2
Fcp' 425 -
1.00 1.00 - -
- - 1.00
1.00 -
-
E' 1.4 million
1.00 1.00 - -
- - 1.00
1.00 -
4
Emin' 0.51 million
1.00 1.00 - -
- - 1.00
1.00 -
4
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 =
D+S, V = 395, V design
= 359 lbs
Bending(+): LC #4 =
D+S (pattern: sS), M =
773 lbs -ft
Bending(-): LC #2 =
D+S, M = 244 lbs -ft
Deflection: LC #4 =
(live)
LC #4 =
(total)
Bearing: Allowable bearing at an angle F'theta
calculated for each
support
as per NDS 3.10.3
D=dead L=live S=snow
W=wind I=impact Lr=roof live
Lc=concentrated
E=earthquake
All LC's are listed
in the Analysis output
Load Patterns: s=S/2,
X=L+S or L+Lr, =no pattern
load in this
span
Load combinations: ASCE
7-05 / IBC 2009
CALCULATIONS:
Deflection: EI =
29e06 lb -int
"Live" deflection =
Deflection from all non -dead
loads (live, wind,
snow...)
Total Deflection = 1.50(Dead
Load Deflection) +
Live Load Deflection.
Page 2
Design Notes:
1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005),
and NDS Design Supplement.
2. Please verify that the default deflection limits are appropriate for your application.
3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to
the full length of cantilevers and other spans.
4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
5. SLOPED BEAMS: level bearing is required for all sloped beams.
6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design.
Jer
Ir V3.
Ailison
C5 "�
03 if
AK
v _ S=wesle,g.
bk
r oIN'
tS 400
77
3/22/2013 8001769-Shannon.xlsx USGS 9
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 39.77903
Longitude = -105.090536
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.05 deg grid spacing
Period Sa
(sec) (g)
0.2 0.226 (Ss, Site Class B)
1.0 0.058 (S1, Site Class B)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 39.77903
Longitude = -105.090536
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x S1
Site Class D - Fa = 1.6 ,Fv = 2.4
Period Sa
(sec) (g)
0.2 0.362 (SMs, Site Class D)
1.0 0.138 (SM1, Site Class D)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 39.77903
Longitude = -105.090536
Design Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.6 ,Fv = 2.4
Period Sa
(sec) (g)
0.2 0.241 (SDs, Site Class D)
1.0 0.092 (SD1, Site Class D)
ABBREVIATIONS
ELECTRICAL NOTES
INDEX
LICENSE
JURISDICTION NOTES
A
AMPERE
1. WHERE ALL TERMINALS OF THE DISCONNECTING
PV1 COVER SHEET
ALTERNATING CURRENT
MEANS MAY BE ENERGIZED IN THE OPEN
PV2 SITE PLAN
TYPE EC 8041
#
BLDG
BL
BUILDING
POSITION, A SIGN WILL BE PROVIDED WARNING
PV3 STRUCTURAL VIEWS
CONC
CONCRETE
OF THE HAZARDS PER ART. 690.17,
PV4 STRUCTURAL VIEWS
C
COMBINER BOX
2. EACH UNGROUNDED CONDUCTOR OF THE
PV5 STRUCTURAL VIEWS
D
DISTRIBUTION PANEL
MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED
PV6 STRUCTURAL VIEWS
DIRECT CURRENT
BY PHASE AND SYSTEM PER ART. 210.5.
PV7 THREE LINE DIAGRAM
EG C
EQUIPMENT GROUNDING CONDUCTOR
3. A NATIONALLY—RECOGNIZED TESTING
PV8 ELECTRICAL CALCULATIONS
(E)
EXISTING
LABORATORY SHALL LIST ALL EQUIPMENT IN
CUTSHEETS ATTACHED
EMT
ELECTRICAL METALLIC TUBING
COMPLIANCE WITH ART. 110.3.
G
SOLAR GUARD METER
4. CIRCUITS OVER 250V TO GROUND SHALL
GALV
GALVANIZED
COMPLY WITH ART. 250.97, 250.92(B)
CUTSHEETS ATTACHED
GEC
GROUNDING ELECTRODE CONDUCTOR
5, DC CONDUCTORS EITHER DO NOT ENTER
GND
GROUND
BUILDING OR ARE RUN IN METALLIC RACEWAYS
GENERAL NOTES
HDG
HOT DIPPED GALVANIZED
OR ENCLOSURES TO THE FIRST ACCESSIBLE DC
I
CURRENT
DISCONNECTING MEANS PER ART. 690.31(E).
Imp
CURRENT AT MAX POWER
6. ALL WIRES SHALL BE PROVIDED WITH STRAIN
1. THIS SYSTEM IS GRID—INTERTIED VIA A
INVS
INVERTERS
RELIEF AT ALL ENTRY INTO BOXES AS
UL—LISTED POWER—CONDITIONING INVERTER.
Isc
SHORT CIRCUIT CURRENT
REQUIRED BY UL LISTING.
2• THIS SYSTEM HAS NO BATTERIES, NO UPS.
kVA
KILOVOLT AMPERE
7. MODULE FRAMES SHALL BE GROUNDED AT THE
3 . PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND
kW
KILOWATT
UL—LISTED LOCATION PROVIDED BY THE
INVERTER INPUT CIRCUIT ARE UNGROUNDED.
LBW
LOAD BEARING WALL
MANUFACTURER USING UL LISTED GROUNDING
4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED
MIN
MINIMUM
HARDWARE.
5. ALL WORK TO BE DONE TO 2009 INTERNATIONAL
MIR
MIRROR
8. ALL EXPOSED METAL PARTS (MODULE FRAMES,
BUILDING CODE.
6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE
(N)
NEW
RAIL, BOXES, ETC.) SHALL BE GROUNDED USING
2008 NATIONAL ELECTRIC CODE.
NEC
NATIONAL ELECTRIC CODE
UL LISTED LAY—IN LUGS LISTED FOR THE
NIC
NOT IN CONTRACT
PURPOSE. POSTS SHALL BE MADE
NTS
NOT TO SCALE
ELECTRICALLY CONTINUOUS WITH ATTACHED
OC
ON CENTER
RAIL.
P
PANEL BOARD
9. MODULE FRAMES, RAIL, AND POSTS SHALL BE
PL
PROPERTY LINES
BONDED WITH EQUIPMENT GROUND CONDUCTORS
PV
PHOTOVOLTAIC
AND GROUNDED AT THE MAIN ELECTRIC PANEL.
PVC
POLYVINYL CHLORIDE
10. THE DC GROUNDING ELECTRODE CONDUCTOR
VICINITY MAP
S
SUBPANEL
SHALL BE SIZED ACCORDING TO ART.
SCH
SCHEDULE
250.166(8) & 690.47.
SS
STAINLESS STEEL
n
SSD
SEE STRUCTURAL DRAWINGS
`
STC
STANDARD TESTING CONDITIONS
w. ,�v autN ave
SWH
SOLAR WATER HEATER
TYP
TYPICAL
44461h Ava
th 4sih
� _
UON
UNLESS OTHERWISE NOTED
y,H
UPS
UNINTERRUPTIBLE POWER SUPPLY
W
V
VOLT
Vmp
VOLTAGE AT MAX POWER
Voc
VOLTAGE AT OPEN CIRCUIT
W
WATT
3R
NEMA 3R, RAINTIGHT
J ;,
; .� ,
�,�L,n
em`'
74
REV BY DATE COMMENTS
49 U'J .4A PI2L al
r=.
l -
....
en
Lfi
r
Z
'1". _o 716 58
V'.''{'i h `-ve (,r:
CONFIDENTIAL
THE INFORMATION HEREIN
JOB NUMBER:=�
JB -8001769
0 0
PREMISE OWNER:
AHJ: wheat Ridge DESCRIPTION:
DESIGN:
�
n"-�
CONTAINED SHALL NOT USED FOR THE
SHANNON, JILL SHANNON RESIDENCE
KLICH
MARKET:
REST
ODULES
MODULES:-
25 YINGLI YL245P-29b YGE—Z 60
BENEFIT OF ANYONE EXCEPT SOLARCITY INC.,
E
NOR SHALL IT BE DISCLOSED IN WHOLE OR IN
NOR
4525
CARR ST 6.125 KW PV Array
�„�,�Of��'�
PART TO OTHERS OUTSIDE THE RECIPIENTS
ORGANIZATION, EXCEPT IN CONNECTION WITH
WHEAT
RIDGE CO 80033
o
PROJECT MANAGER:
MOUNTING SYSTEM:
3055 Clearview way San Mateo, CA
THE SALE AND USE OF THE RESPECTIVE
Comp Mount Type C
SHEET: REV: DATE:
PV 1 3/13/2013
SOLARCITY EQUIPMENT, 'WITHOUT THE WRITTEN
PERMISSION OF SOLARCITY INC.
PAGE NAME:
_�935964462 COVER SHEET
94402
T:(651) 638-1028 F:(650) 638-1029
(888)-SOL-CrTY(765-2489) www.solarcity.com
PAYMENT TYPE:
PPA
INVERTER:
(1) POWER—ONE # AURORA PVI-5000—OUT
10' to PL
60' to PL
\=
a
E
PV4.
I—
C
E�PV4
A /
PV3 /
STRUCTURE
CHANGE
C
D
9
Front Of House
G
PV5 .
c 10' to PL
m 1
30' to PL
Digitally signed by
John Calvert
Date: 2013.03.28
13:07:43 -06'00'
PITCH: 18 ARRAY PITCH: 18
MP1 AZIMUTH: 214 ARRAY AZIMUTH: 214
MATERIAL: Comp Shingle STORY: One
PITCH: 18 ARRAY PITCH: 18
MP2 AZIMUTH: 124 ARRAY AZIMUTH: 124
MATERIAL: Comp Shingle STORY: One
PITCH: 18 ARRAY PITCH: 18
MP3 AZIMUTH: 124 ARRAY AZIMUTH: 124
MATERIAL: Comp Shinqle STORY: one
STAMPED AND SIGNED
FOR STRUCTURAL ONLY
4525 Carr St
43019
I II7r_r:nin
O (E) UTILITY METER & WARNING LABEL
INVERTER W/ INTEGRATED DC DISCO
InV & WARNING LABELS
DC DISCONNECT & WARNING LABELS
AC
AC DISCONNECT & WARNING LABELS
JUNCTION BOX
DC COMBINER BOX & WARNING
0° DISTRIBUTION PANEL & WARNING
LG LOAD CENTER & WARNING LABELS
ODEDICATED PV SYSTEM METER
CONDUIT RUN ON EXTERIOR
CONDUIT RUN ON INTERIOR
GATE/FENCE
— — INTERIOR EQUIPMENT
SITE PLAN
Scale: 1/8" = 1'
0 1' 8' 16'
S
CONFIDENTIAL — THE INFORMATION HEREIN
CONTAINED SHALL NOT BE USED FOR THE
JOB NUMBER:PREMISE
J B-8001769 00
OWNER: AHJ: Wheat Ridge DESCRIPTION:
SHANNON, JILL SHANNON RESIDENCE
DESIGN:
KLICH
MARKET:
MODULES:
BENEFIT OF ANYONE EXCEPT SOLARCITY INC.,
BE DISCLOSED IN WHOLE OR IN
4525 CARR ST 6.125 KW PV Array
',NOR SolarCity.
SHALL IT
REST
25 YINGLI YL245P-29b YGE—Z 60
PART TO OTHERS OUTSIDE THE RECIPIENT'S
WHEAT RIDGE, CO 80033
PROJECT MANAGER:
MOUNTING SYSTEM:
ORGANIZATION, EXCEPT IN CONNECTION WITH
THE SALE AND USE OF THE RESPECTIVE
Comp Mount Type C
3055 Clearview way San Mateo, CA
94402
SHEET: REV: DATE:
PV 2 3/13/2013
SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF SOLARCITY INC.
PAGE NAME:
-�Q35964462 SITE PLAN
T!(650) 638-1028 F:(650)638-1029
(888) -SOL -CITY (765-2489) www solarcity com
PAYMENT TYPE:
INVERTER
(1) POWER—ONE # AURORA PVI-5000—OUT
PPA
(N) SIMPSON A34 CLIP W/
(8) 8d (0.131x1.5") NAILS
(N) SPF#2 2x6 SISTER. LAP AS NECESSARY 8'-10
SEE SECTION K FOR CONNECTION DETAILS / y
S1
(E) 2x6 RAFTER
@ 24" O.C.
(E) 1x8
RIDGE BOARD
(E) 2x4 STRUT
W/ 2x8 PURLIN
—2"10'-4" 2'-8"4 (E) 2x6 CEILING
JOIST @ 16" O.C.
(E) LBW
RAFTER: 2x6
SUPPORT: 2x6, 1x8, 2x4
MAX SPAN: 10'-4"
A SIDE VIEW OF MP1A W/ UPGRADE
SCALE: 1 j4" = 1'
(N) SIMPSON A34 CLIP W/
(8) 8d (0.131x1.5") NAILS (E) 2x6 RAFTER
(N) SPF#2 2x6 SISTER. LAP AS NECESSARY @ 24" O.C.
SEE SECTION K FOR CONNECTION DETAILS (E) 1x8
-7'7
5' RIDGE BOARD
�2" U 10'-4" (E) 2x6 CEILING
JOIST @ 16" O.C.
(E) LBW
RAFTER: 2x6
SUPPORT: 2x6, 1 x8, 2x4
MAX SPAN: 10'-4"
7�l SIDE VIEW OF MP1B W/ UPGRADE
B / SCALE: 1/4" = 1'
43919 y:
Digitally signed
by John Calvert
Date: 2013.03.28
13:07:09 -06'00'
PV MODULE
BOLT WITH LOCK &
FENDER WASHERS
ZEP LEVELING FOOT
ZEP ARRAY SKIRT
ZEP COMP MOUNT C
ZEP FLASHING C
(E) COMP. SHINGLE
(E) ROOF DECKING
A" LAG BOLT WITH
SEALING WASHER
(E) RAFTER
STAMPED AND SIGNED
FOR STRUCTURAL ONLY
(6)
(4)
(3
(2)
(5)
LOWEST MODULE
JV UJL�a(V LIY I IYIVUVLLJ
S1 STANDOFF
INSTALLATION ORDER
JOB NUMBER: JB —800176 J OO
(1)
LOCATE RAFTER, MARK HOLE
LOCATION, AND DRILL PILOT
HOLE.
"XII, glee,
CONTAINED SHALL NOT BE USED FOR THE
aSEAL
PILOT HOLE WITH
POLYURETHANE SEALANT.
KLICHSo�arC�I.
(3)
INSERT FLASHING.
BENEFIT OF ANYONE EXCEPT SOLARCITY INC.,
NOR SHALL IT BE DISCLOSED IN WHOLE OR .,
4525 CARR ST 6.125 KW PV Array
(4)
PLACE MOUNT.
PART TO OTHERS OUTSIDE THE RECIPIENTS
ORGANIZATION, EXCEPT IN CONNECTION WITH
(5)
INSTALL LAG BOLT WITH
SEALING WASHER.
0
6`�V&
VELING FOOT WITH
WASHERS.
RAFTER: 2x6 NOTE: RAFTER UPGRADES ARE NOT REQUIRED FOR
SUPPORT: 2x6, 1x8, 2x4 RAFTERS THAT INTERSECT THE CHIMNEY- AT THESE
MAX SPAN: 12'-0" LOCATION INSTALL A34 CLIP AT CHIMNEY END.
SIDE VIEW OF MP2 W/ UPGRADE
SCALE: 1/4" = 1'
CONFIDENTIAL - THE INFORMATION HEREIN
JOB NUMBER: JB —800176 J OO
PREMISE OWNER: AHJ: Wheat Ridge DESCRIPTION:
DESIGN:
"XII, glee,
CONTAINED SHALL NOT BE USED FOR THE
SHANNON, JILL SHANNON RESIDENCE
KLICHSo�arC�I.
MARKET:
REST
MODULES:
25 YINGL YL245P-29b YGE-Z 60
BENEFIT OF ANYONE EXCEPT SOLARCITY INC.,
NOR SHALL IT BE DISCLOSED IN WHOLE OR .,
4525 CARR ST 6.125 KW PV Array
�
t
y
PART TO OTHERS OUTSIDE THE RECIPIENTS
ORGANIZATION, EXCEPT IN CONNECTION WITH
WHEAT RIDGE, CO 80033
0
PROJECT MANAGER:
MOUNTING SYSTEM:
3055 CIeamew waySanMateo, CA
THE SALE AND USE OF THE RESPECTIVE
Comp Mount Type C
SHEET: REV: DATE
PV 3 3/13/2013
SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF SOLARCITY INC.
PAGE NAME:
4935964462 STRUCTURAL VIEWS
T:(650) 638-1028 F:(650) 638-1029
(888) -SOL -CITY (765-2489) wwwsolarcity.com
PAYMENT TYPE:
PPA
INVERTER:
(1) POWER—ONE # AURORA PVI-5000—OUT
GROUND SPECS
MAIN PANEL SPECS
GENERAL NOTES
INVERTER SPECS
MODULE SPECS
LICENSE
BOND (N) #8 EGC/GEC TO (E) GROUND
E 200A MAIN SERVICE
E PANEL
Inv 1. DC Ungrounded
INV 1
1
—{ )POWER -ONE # AURORA PVI-5000-OUTD-Us LABEL A
—(25)YINGU 0 YL245P-29b YGE-Z 60
TYPE EC # 8041
ROD AT PANEL WITH IRREVERSIBLE CRIMP
�E� 200/2P MAIN CIRCUIT BREAKER
Inwter; 50DOW, 24OV, 96.5%
PV Module; 245W, 221.6W PTC, H4, 46mm, Blade Frame, ZEP Enabled
INV 2
Panel Number: RC8161`200SL
Voc: 37,8
Vpmax: 30.2
Meter Number: 115 269
*MODULE CURRENT RATINGS ARE SHOWN AS Isc AND Imp IN
Service
Underground Service Entronce
INV 3
THE DC STRINGS IDENTIFIER OF THE SINGLE LINE DIAGRAM.
MAIN SERVICE PANEL
Inverter 1 IND
MILBANK
CUTLER
-HAMMER
1
200A/2P Meter Socket
Disconnect
4
POWER -ONE
DO NOT ADJUST MIN. ACTIVATION V LTAGE
Dc+
AURORA PVI-5000-OUTD-US
DC_ I String(s) Of 9 On MP I
(E) LOADSA
B
— — — — _ _ — — — _ — — —
EGC
— —
�•
L1 zaov
F
2
DO NOT ADJUST MIN. ACTIVATION V
• F
30A/2P
L2 GFP/GFCI �*
N DC
I 3
LTAGE
DC+
DO
DC+
DC+
A
GEC/ _
DC-
1 String(5) Of 8 On MP 2
DC- I StTmg(s) Of 8 On MP 2
B
GND — EGC
_ _ _ — — — — — — — —
EGC _ _ _ _ — — — —
I
{ 1) Conduit Kit; 3/4" EMT
N
EGC/GEC J
z z
GEC
TO 120/240V
SINGLE PHASE
UTILITY SERVICE
I
I
OT ( 1) SQUARE D / HOM230 PV BACKFEED BREAKER
1 Breoke 3OA/2P, 2 Spaces
( 1 ) MILBANK i U48OI-XL-5T9/�
Mete Socket; 200A, (6-3511, Ringless
H
— ( 1) AMPHENOL / H4YY
Y Branch Connector, H4, Male
D�
,,
—
( 3) MILBANK / K4977 -INT
— ( 1) AMPHENOL I H4YX
pp���
Load -Side Tap Connector; IOOA, /12 - 1/0 AWG
(1) CUTLER -HAMMER / DG221UR8
Y Branch Connector; H4, Female
��r—
U —
Disconnect; ER 2DG03c, Non-Fus�Lle, NEMA 3R
{ t)CUTLER-HAMMER / DG030NB
Ground/Neutral Kit; 30A. General Duty (DG)
O4
(1) AWG /10, THWN-2, Back
( 1 )AWG /10. THWN-2, Red
2) AWG (10
( , PV WIRE, Blade
O ( 1 )AWG #IO, Solid Bae Capper
Voc = 302.4 VDC Isc = 17.26 ADC (2) ANG PO. PV NIRS, Black
EGC Vmp = 241.6 VDC Imp= 16.22 ADC T PF ( i )AWG J10, Sala Bare Copper EGC
Voc = 340.2 VDC Isc = 8.63 ADC
Vmp = 271.8 VDC IMP= 8.11 ADC
IIL���LLL
( I) AWG /10, THNN-2, White NEUTRAL Vmp = 240 VAC IMP=
23 AAC
( 1) Conduit Kit; 3/4� EMT
( 1) Conduit Kit; 3/4' EMT
—
{ I) AWG #8, THWN-2, Green EGC/GEC — ( 1) Conduit Kit; 3/4' EMT
( 2) AWG /10, PV ARE, Blade
O ( 1) ANG /I0, said Bare Capper EGC
Voc = 302.4 VDC Isc = 8.63 ADC
Vmp = 241.6 VDC Imp= 8.11 ADC
( 1) Conduit KN; 3/4' EMT
CONFIDENTIAL - THE INFORMATION HEREIN
JOB NUMBER: J B— S O O 6 O O
PREMISE OWNER: AHJ: wheat Ridge
DESCRIPTION:
DESIGN:
`W'k �'
CONTAINED SHALL NOT BE USED FOR THE
SHANNON, JILL
SHANNON
RESIDENCE
KLCH
MARKET:
RES]
MODULES:4525
25 YINGLI
YL245P-29b
YGE—Z 60
OF ANYONE EXEPT SOLARCITY INC.,
NOR SHALL IT BE DISCLOSED IN WHOLE OR IN
CARR ST
6.125 KW
PV Arra y
iii'SolarCity.BENEFIT
ORGANIZATION, EXCEPT PART TO OTHERS IDE THE RECIPIENTS IIN CONNECTION WITH
WHEAT RIDGE, CO 80033
PROJECT MANAGER:
MOUNTING SYSTEM:
Clearview9Way San Mateo, CA
THE SALE AND USE of THE RESPECTIVE
Comp Mount
Type G3055
SHEET: REV: DATE:
PV 7 3/13/2013
SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF SOLARCITY INC.
PAGE NAME:
-X935964462 THREE LINE DIAGRAM
2
T:(65o) 638-1028 E:(65D) 638-1029
(888) -SOL -CITY (765-2489) wwwsolarcity.com
PAYMENT TYPE:
PPA
NVERTER:
(1) POWER -ONE AURORA PVI -5000 -OUT
#
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: t�-I CZooF-
Job Address: 525 C42�2 ST"
Permit Number: '10110 Oo UO lP
❑ No one available for inspection: Time Qft*?_5M/ M
Re -Inspection required: Yes No
When corrections have been made, call fors e -inspection at 303-234-5933
Date: -A\ 171 /171 Inspector:
C j
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
�r Residential Roofing PERMIT - 201708006
PERMIT NO: 201708006 ISSUED: 10/04/2017
JOB ADDRESS: 4525 Carr ST EXPIRES: 10/04/2018
JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 31 sq Pitch = 4/12
*** CONTACTS ***
OWNER (303)668-4650 RICKER TODD
SUB (303)789-1505 Jennifer Petersen
020371 Jenesis Roofing, LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,500.00
FEES
Total Valuation 0.00
Use Tax 220.50
Permit Fee 220.15
** TOTAL ** 440.65
*** COMMENTS ***
*** CONDITIONS ***
Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be
required for both the midroof and final inspections. 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.
REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec.
R806. The installation of ridge venting requires the installation or existence of soffit
venting. For calculation purposes, one hat or turtle vent equal to one-half of one square
foot of opening.
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 6/12 PITCH & OVER: 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
"r Residential Roofing PERMIT - 201708006
PERMIT NO: 201708006 ISSUED: 10/04/2017
JOB ADDRESS: 4525 Carr ST EXPIRES: 10/04/2018
JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 31 sq Pitch = 4/12
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 permit. I further atte t that I am legally authorized to include all entities named within this document as partes to the work to be
performed end that all Ork tybe performed is disclosed in this document and/or its' acc�ompa;xying approved plans and specifications.
Sign at pe�aos
or CONTRACTDR (Circle one) Date
1. Thi ed based on the information provided in the permit application and accompanying plans and specifications and is
subj iance 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 ermit 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 an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code aLApy ordinance
'`orrrregulation 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.
1125 S. Lipan
Denver, CO 80223
303-789-1505 - Fax 303-789-0830
PROPOSAU CONTRACT
THIS AGREEMENT AND CONTRACT BETWEEN JENESIS ROOFING INC., HEREINAFTER CALLED CONTRACTOR AND:
f _-_41k *
ap ! 10a t t1GtTKXV
M4
i
{: •. - M ...�. '{ :�'•:f r :�.. ..Y _ _.w .. h y:. -.1. • •. . ..mow � . :s..! R 1 . -
Remove Out (1) layers of existing rooting material
2. Listall 301b felt underiayment
3. Install Owens Corning Tru Definition Duration lifetime fiberglass shingles
4. Install new 90lb valleys.
5. Install new 2s2 drip edge metal in a preGnished color.
6. Replace all roof to wall flashings, attic vents, and plumbing pipe nashings.
7. Palet all vests and stacks with anti -rust paint to match color of roof.
S. If any rotted docking found add 565.00 per sheet to replace,
9. Magnetic sweep of yard after job completion.
10. Ali trash removal and permit rets are included,
11. Two year workmanship guarantee.
12. Shingle color selection: TBD
13. Price is base on NO structural changes to the roof in the last 4 years.
14. Pries 1s subject to change after field verification.
15. Price does not included satellite disf� realignment.
16. Gutters not included.
A't matwW m guww*eW to be as speufred, and the above work Eo be psrtormvd to aCoordamA with the drawm93 tlrad WedftvWna
'
uZmktxd for above waic and cos meted m a wAwtaftal wwkmarrbke manner for tare sun of
Thrs quote is good for 30 days, s4,bp t to management approvaL $$ 110,50.00
DAMAGE, senora parer~ betnrna uwv u PWditav s pop" by C sae 09MO, Of e^Mtarass ewbrg tae eoau® orwurq *wk eat rank MOM toad ftm4qs War to
tra{ry�s1 b t+e seBenlgrl a t1,a Ca+disetar ar W^'�D b kae trraa d payamt iprtl:e roar n sa PuawMwttar taibt b nepsy!~iarr p+irryleg cr said 8 rak�t days d
aacurneraot Dara aarsrrrs fuss rrB�R Y r�,ra agai'W Cauracaa hs oysters, a s carrc�mq soot a not ruprrst�e 4x cbrurete Drupe.
QEtAY3: PVtl'-oar rrerarny lrrx Cartrtasu racy be samlaa a decays arrea br Dos crt tia0 sa�rAray ou ria erases as taawuenr rateaatr, ttoor dKparlr, ar{s nataeat wp
� arKxtagw ash ere Dae a'the Ctasear�r and Pudaaet taramby alot�as ser occo�oa br a+e rr ar ar tt�ai. as tlae wM.`swor+� er root. w.rs....
kaCatP eE.+aB61D pay rD C�L'aCbf ora fal0aaal b 90% et t+e total ariXtx2 prirx sa � rr�Qied %'tmtr+rMr caaaN SRt Y tar
or stork ors Paas tGa. arty r�ton Rs+lru b CorBeaebes vada
THVrD CA1t stab; a es agreed tae Co�radnr ah+d ria i+s rte, r►r rir� asst' wasaraY V ;rd W. eery Gbaga to VOFOWty bkOJW y tut epreanem aused by #we Mae&
tNTf�t _ Puratma r e g ap era CarEraoltir sews s>o tronas io r at tae rce a sen (10%) pens: per a wk," on erg pea cue ar m ift vee by Rwdmn tr to caftcs r w4c
t ran d tnw -sea
ATTOrdwy PALE: bt VW amm ?=V4S4iy oar C*rvB w p ewe an 620" b CAW arts arrnu t% a [aide.^ Oso alPermw+k Pm' hmw ag," s b pay Coerta w reason O t at-
wrreY bta.
rr: TPma A 7a'mant cotY{mtt ratN+e s¢reartxuf trereaerr lea peeEma t asrYl renpari ka et a rras9ets b *h h
P'Valabv WA ccnftmw�w pet tartest.
READ TM AGREEN96, t STAND AND A=I!PT ITE SLIGHTS AND 0SUGAT1005.
M9150SttrrilaTURE OATS
f
ossa mer" or" by WVAP
1125 S. Lip"
Denver, t'`O 80223
.V34WI - Fax 303-784-0830
Dane Lovett 201709006
From: no-reply@ci.wheatridge.co.us
Sent: Monday, October 2, 2017 10:32 AM
To: CommDev Permits
Subject: Online Form Submittal: Residential Roofing Permit Application
Follow Up Flag: Follow up
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.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address 4525 Carr St
Property Owner Name Northland Const
Property Owner Phone 303-668-4650
Number (enter WITH
dashes, eg 303-123-4567)
33
Property Owner Email NA
Address
Do you have a signed Yes
contract to reroof this
property?
Applications cannot be
submitted without an
executed contract
attached below.
Attach Copy of Executed 4525 Carr St.pdf
Contract
CONTRACTOR INFORMATION
Contractor Business Jenesis Roofing
Name ,
Contractor's License 020371
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)
Contractor Address
(Primary address of your
business)
303-789-1505
1125 S Lipan St
Contractor Email Address angelica@jenesisroofing.com
Retype Contractor Email
Address
DESCRIPTION OF WORK
angelica@jenesisroofing.com
l
TOTAL SQUARES of 31
the entire scope of work: f
Project Value (contract 10500.00
value or cost of ALL
materials and labor)
Are you re -decking the
roof?
Is the permit for a flat
roof, pitched roof, or
No
Pitched roof (2:12 pitch or greater)
34
both? (check all that
apply)
What is the specific pitch
4/12
of the PITCHED roof?
How many squares are
31
part of the PITCHED
roof?
Describe the roofing
OC TD Duration
materials for the
PITCHED roof:
Type of material for the
Asphalt
PITCHED roof:
Provide any additional
Complete re -roof.
detail here on the
description of work. (Is
this for a house or
garage? Etc)
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
35
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 Rosalie Garcia
Email not displaying correctly? View it in your browser.
36
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:
❑ No one available for inspection: Time( 1 v AM/PM
Re -Inspection required: Yes
When corrections have been made, call for re-inspectiq a 03-234-5933
Date: Inspector: (.::
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
�(303)
Building Inspection Division
(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:"
Job Address:
Permit Number: 96, 33= 1' 2
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes (
When corrections have been made, call for re -inspection at 303 -234 -
Date:— Inspector: 1
DO NOT REMOVE THIS NOTICE
�a Y
CITY OF WHEAT RIDGE
Building Inspection Division
(303), 234-5933 Inspection line
(303) 235=2855 Office (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type 11'411`
Job Address ;F
Permit Number f ' / k'A 17-
L r, le
- ".f '" � o A' 1 f I a.,;� fir` 1J
r9 r
ILr 77L
e
A
_
I LK Ir` ,
❑ No one available for inspection: Time ` AM(6�)
Re -Inspection required: Yes No
When corrections have been made, call,for re -inspection at 303-234-5933
Date: Inspector, a
DO NOT REMOVE THIS NOTICE
d'J
Sq uares _._�, .. BTU's — -- Gallons
F,V
q
APPROVED
SLI�ject to Field Inspections
Wheat Ridge Building Dei,'�".
Date;
I
Plan chedk'er
P Shannon Residence - Project # 8001769
4525 Carr St
Wheat Ridge, M 80033
U3ZMM33MMM=
SolarGity
•
#n the above referenced project, the roof structural framing has been reviewed for additional loading due to the
PV
section • roof that is directly supporting the solar PV system and its supporting elements. After review it was determined
that the existing structure requires a structural upgrade, The required upgrade is shown in the structural drawings on the
SolarCity drawing set.
Des Criteria,
• Applicable Codes = 2009 JBC/IRC, ASCE 7-05 and 2005 NDS
• Roof Snow Load = 30 p
• Roof Dead Load= 9.5 psf (All MPs)
• Basic Wind Speed = 100 mph Exposure Category C
• Solar modules = As indicated in attached drawings,
a tfi
3055 Cfearview Way
San Mateo,, CA, 9
11 Y (765 1 wwwv-vAar6*y-mn)
STRUCTURAL DESIGN CALCULATIONS
by JOHN CALVERT, P.E.
PROJECT.
Shannon Residence - Project # 8001769
6.125 kW Roof Mount Solar PV System
4525 Carr St
SolarCity, Inc.
3055 Clearview Way
San Mateo, CA. 94402
888-765-2489
OWNER:
Shannon, Jill
4525 Carr St
Wheat Ridge, CO. 80033
(303) 596-4462
SolarCity, Inc.
3055 Clearview Way
San Mateo, CA. 94402
888-765-2489
M
Digitally signed by
John Calvert
Date: 2013,03.28
1108:59 -06'00'
Calculations by: i
Reviewed
Table of conlitnis
3055 Clearview Way
San f0ateo, CA, 94402
M8� SOL CITY (765-2489) � vvww,
Note: SeI$ MIC 0118CII IS not reQUIM11 beCaUse SS = 0.226 < OAg
per 1613.1.1 In 2009 IBC
3/2212013 8001769-Shannon.xlsx Wind 4
:. uired �T -
.__ I Design Wind Pressures based upon:
mean roof height, ft 15 ASCE 7-05 Chapter 6 Wind Loading
Exposure Category (6.5.6,3) C
Basic Wind Speed (Figure 6-1 or local data) 100 Equation 6.5. 1 2A 1: h<60 ft Comp, and Cladding Elements
Importance Factor (I for residential) I
Wind Pressure P = qh*(G*Cp)
Roof Shape
Gable/Hip
6.5�1 - �Veloc�itPr sure
Panel Tilt (degrees)
18.4 deg
qh = 0,00256*Kz*Kzt*Kd*V"2*1
boot ,Zone
3
Pmax -366
contiguous sq, feet of array
18
From Table 6-3:
least width of the building
40
Kz = 0,85
X (distance between standoffs in ft.)
4,00
From FiguLe_6-4:
Y (distance between standoffs in ft)
3,25
Kt = 1,00
Lgcal LqRWra
Rhical FeaLures
13.00
FroM@h 6-4
j1&
(Choose 'Standard "or refer to pictures right, and below)
Kd = 0.85
type of hill
none
From figure 6-1
Hill Height (h) (ft)
V= 100
slope of hill (degrees)
From table 6W 1:
horizontal distance from hilltop to house(x)
541
PL (Ibs) = Amax*Loading
height from bottom of hill to mean roof height(z)
3,25
PVPL= 40
Min (weight of Yingli YL245P-29b modules)
43.65
Mh (weight of hardware per module)
%53
qh = 1&50
Design Wind Pressures
From _EjgMM
P (lbs. persq. ft.) = qh*Cn*G
Cn (down) = 0A5
Pd (downforce pressure) =
9.31
Cn (uplift) = -1.57
Pu (uplift pressure) =
-29.11
prom `...1
G = 0.85
Max Tributary Area
Max Uplift Force on a Single Standoff
Pmax (Ibs.) Amax*Pu + 0.6*PL*COSO
Yingli YL245P-29b
Pmax -366
Amax (sq. ft.) = X*Y
Factor of Safety -- FI*D*NI/Pmax
Fastner Type: Hex Lag Screw (Per Plans)
X (distance between standoffs in ft.)
4,00
Fastener Diameter: 6116 - 2.5 Min Embed
Y (distance between standoffs in ft)
3,25
250 = Ft (pullout capacity of fastener (lbstinch))
Amex
13.00
2,5 = D (minimum fastener thread depth)
1 = NI (number of fasteners per standoff)
----------
1.76 = Factor of Safety
2ead Lga 1!qalcula io
DL (lbs/sq. ft.) (Mm+Mh)1(VW)
80int k2ad galcylations
L (length of Yingli YL245P-29b modules)
541
PL (Ibs) = Amax*Loading
W (width of Yingli YL245P-29b modules)
3,25
PVPL= 40
Min (weight of Yingli YL245P-29b modules)
43.65
Mh (weight of hardware per module)
%53
312212013 8001769-Shannon.xlsx ZEP DL 5
All MPs
MODULE AND STAND-OFF CHARACTERISTICS
16
N mod =
25
L m o d =
5,41 ft
Wnmd
3,25 ft
A mod
17.58 sf
Wt Ild
43.65 lb
DL =
2.48 psf
Solar Rail Make & Model: SolarCity Rail
Solar Rail Configuration: X-X Solar rails running in X-X direction
usm♦ r
Wtst.ndllff = 1.75 lb Unit weight per stand-off assembly
0 =
18.4 deg
Tilt of panel system from horizontal
O ro , f =
18.4 deg
Slope of roof mounting surface
h.in =
033 ft
Least panel height above roof surface (vertical dimension)
h max =
0.33 ft
Greatest panel height above roof surface (vertical dimension)
h =
033 ft
Mean panel system height above roof surface (vertical dimension)
L x . x =
5.41 ft
Array length in X-X Direction
S... =
4.00 ft
Standoff spacing in X-X Direction
N
2
Number of standoffs in X-X Direction
LY-Y
81,20 ft
Array length in Y-Y Direction (actual dimension at panel tilt 0)
Ln.r ®Y
77,03 ft
Horizontal projection of array length in Y-Y Direction
SY-Y =
125 ft
Standoff spacing in Y-Y Direction
N,
50
Number of standoffs in Y-Y Direction
3/22/2013 8001769- Shannon.xlsx ZEP 13L 6
DETERMINATION OF SYSTEM DEAD LOAD FOR SEISMIC ANALYSIS
COMPONENT AREAS, LENGTHS, AND QUANTITIES
A, =
440 sf
gross area of solar PV system
An.dul. =
4401 sf
Net area of solar modules only
N. tt
24
Number of solar mounting rails
L " $; t
1301 ft
Approximate total length of solar mounting rail
N =
1001
Number of stand -off assemblies
Subtotal .. a
Total System Seismic DL = 1355 lb
Weight of Hardware per Solar Module = 10.53 lb
Weight of Modules per square foot of PV System = 2.48 psf
Weight of Hardware per square foot of PV System 0,60 psf
Total Seismic System Weight per square foot = 3.08 psf
Length or
Unit
Component
Component
Quantity
Weight
Weight, lb
Solar Modules
25 x
4165 lb
1091
Solar Rails
1301 ft x
0.58 plf
88
Stand -off Assemblies
100 x
1.75 lb
- 175
Subtotal .. a
Total System Seismic DL = 1355 lb
Weight of Hardware per Solar Module = 10.53 lb
Weight of Modules per square foot of PV System = 2.48 psf
Weight of Hardware per square foot of PV System 0,60 psf
Total Seismic System Weight per square foot = 3.08 psf
312212013 8001769-Shannonxlsx Roof DL 7
112 in. Plywood or OSS 1,50
2 x 6 @ 24 in, ox, 1.15 (Rafter)
Miscellaneous 1.35
9n50
Roof Pitch 4:12 1.054
Dead Load @ Roof Pitch = 10.01
. •.F
L = 20 psf
A t , jb <= 200 sf
R,
R2
WoodWorks"
COMPANY
PROJECT
Mar, 15,2013 11:56
MPIA,wwb
Design Check Calculation Sheet
WoodWorks Sizer 9.21
Loads:
Load Type D stribution'Pat- Location [ft l magnitude L7ra3t
tern Start End Start End
DL Dead Full Area NO 11.00 (24.0)* psf
SL Snow Full Area Yes 30.00 (24.0)* psf
PVDL Dead Point NO 1 „25 40 lbs
PVDL2 Dead Point NO 4.33 20 lbs
PVDL3 Dead Point 24ca ? <42 40 lbs
*Tributary Width (in)
Maximum Reactions (lbs), Rearing Capacities (lbs) and Bearing Lengths (in):
137.
2 3,1'
_
tt' 2.a2”
Cnfact.redz
Dead
288
164
Snow
530
386
Factored:
Total
818
551
Bearing:
F'theta
457
457
Capacity
Joist
11.97 ''
684
Supports
1052
1052
Anal/Des
Joist
0.68
0081
Support
0.78
0.52
Load comb
l#2
#4
Length
0.50*
0.50*
Min req'd
0.39**
0.50*
Cb
1.75
1.00
Cb ruin
1.75
1.00
Cb support
1.13
1.13
Fc su
62:5
625
*Minimum bearing length setting seed: 1/2" for egad supports and 112" for interior supports
* *Minimum bearing length governed by the required width of the supporting member.
MPIA
Lumber-soft, S.P- , NoAtNo.2, " °x5 -1/2"
Supports: All - Timber-soft Beam, D,Fir -l. No..
Roof joist spaced at 24' clop Total length: 16` -1.9 °; bitch: 4,0112
Lateral support: top = full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);.
WARNING: this CUSTOM SIZE is not in the database. Refer to online help.
Analysis vs. Allowable Stress (psi)
and Deflection (in)
using NDS 2005
Criteraczs
Azaal sis Value
Desi n value
Anal SiS/De i
Shear
fv = 49
Fv' 155
fv /Pvl 0..31
ending (*)
to = 1436
Fb' = 3504
fb /F ' 0.9
Bending( -)
fb - 185
Fb' m 1504
fb/Fb' = 0.12
Deflection:
0.71 = L/230
0.91 = L /180
0.78
Interior Live
Total
1.20 = L/136
1.37 L/120
0.88
Cantil. Live
-0.37 = L/74
0.3€3 = L /90
1.21
Total
-r3.61 L1'44
0.46 = L /6o
1.34
WoodWorks(& Sizer SOFIWARE FOR WOOD DESIGN
z
Additional Data:
FACTORS. F/E(pSi)CD
Cm Ct
CL
CF
Cfu
Cr
Cfrt
Ci
Cn LC#
Fv 135 1.15
1.00 1.00
-
-
-
-
1.00
1.00
1100 2
Fbl+ 875 1.15
1.00 1.00
1.000
1.300
1,00
1.15
1-00
1.00
- 4
F'b`® 875 1.15
1,00 1.00
1.000
1.300
1.00
1.15
1,00
1.00
- 2
Fcp 425 -
1.00 1100
-
-
-
-
1.00
1 00
- -
E, 1.4 million
1.00 1.00
-
-
1,00
1.00
- 4
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 =
D+S, V -
568, V
design
-
532 lbs
Bending(+): LC #4 =
D+S (pattern;
sS),
M =
1.804
lbs-ft
Bending(-). LC #2 -
D+S, M =
232 lbs-ft
Deflection: LC #4 =
(live)
LC #4 =
(total)
Load Type Distribution pat_ Location [ft) magnitude unit
tern Start End Start End
DL Dad Full area No 21.00 (24,0)* pet
SL Snow Full Area Yes 30,00 (24.0)* psf
PVDL Dead Paint NO 2.08 40 lbs
PVDL2 Dead Paint No 5,17 20 lbs
PVDL3 Dead Point No 8.25 40 lbs
Load6 Dead Point No 21.42 20 lbs
1,T11:114 M,
9=
Additional Data:
FACTOM F/E(psi)CD
CM Ct
CL
CF
Cfu
Cr
Cfrt
Ci
Cn LC#
FV, 135 1.15
1.00 1.00
-
-
-
-
1,00
1,00
1.00 2
Fbl+ 875 1.15
1<00 1.00
1.000
1.300
1.00
1.15
1.00
1.00
- 4
Pb'- 875 1.15
100 1.00
1,000
1,300
1.00
1,15
1.00
1,00
- 2
Fcpl 425 -
1.00 1.00
-
-
-
-
1100
1.00
- -
E' 1.4 million
1.00 1.00
-
1.00
1.00
- 4
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 =
D+S, V
457, V
design
421 lbs
Bending(+). LC #4 =
D+S (pattern:
sS),
M =
1176
lb -ft
Bending(-), LC #2 =
D+S, M =
199 lbs-ft
Deflection: LC #4 =
(live)
LC #4 =
(total)
00"PANY
PROJECT
Work
Mar, 22,2013 10:11
MP2.wwb
Design Check Calculation Sheet
WoodWoft Suer 9.21
Leads.
Load
e
Distribution
Pat-
Location [ft l
Magnitude
Emit
tern
Start End
Mart End
DL,
Dead
Full Area
No
10.00 (24.0)*
psf
SL
Snow
Full Area
Yes
30,00 (24.0)*
psf
PVDL
Dead
Point
No
6e83
40
Its
PVDL2
Dead
Point
No
9,52
19
lbs
PVDL3
head
Point.
No
13.08
40
lbs
PVDL4
Dead
Point
No
16.17
19
Inc
Self-we i ht
lDead
Full UDL
No
3.3
RLf
*Tributary Width (an)
Maximum Reactions (lbs), Bearing Capacities (lbs) and Searing Lengths (in) :
2' 3 1 e
0" 2'-2" 814.
20'-4"
t nfactoreds
Dead
84
389
296
Snow
273
711
30
Factored:
Total
356
1100
452
Bearing:
F °theta
457'
457
457
Capacity
Joist
1.197
1228
684
Supports
1052
2100
1.052
Anal/Des
Joist
0.30
01 90
0.66
Support
0.34
1.00
O 43
Load comb
#5
#8
#7
Length
0,50 *'
0.52
0.50 *'
min reel'd
0,50*
0,52 **
O,50*
Cb
1.75
1.72
1.00
Cb min
1.75
1.72
1.00
Cb support'
1.13
1.13
1.13
Fc sta
626
62"
626
` mimum bearing
length setting
used: 1/2" for end supports and 112"
for interior supports
* *Minimum bearing
length governed by the required width of the supporting member,
MP2
Lumber - sofa, -P -F, No.11No.2, "XSY1l2"
Supports: All - Timber -soft Beam, D,Fir -L No.2
Roof joist spaced at 4" etc„ Total length: 21' -7.3"; lsitch: 4.0112;
Lateral support: top= full„ bottom= at supports; Repetitive factor; applied where permitted (refer to online help);
WARNING. this CUSTOM SIZE Is not in the database. Refer to online help.
Analysis vs. Allowable Stress (psi)
and Deflection (in) using No$ 2005
Criterion
An lvsis value
De i n value
Anal sis /Desi n
Shear
fv = 53
Fv' = 155
fv Fv' -. 0.31
Bending( +)
fb = 899
Fb' = 1504
fb /Fb - 0.60
Bending(®)
fb = 982
Fb' = 1504
fb /Pb' = 0.65
Deflection:
Interior Live
0.32 = L/478
0.63 = L/240
0.50
Total
0.97 = L/267
0.84 = L1280
0.67
Cantil, hive
0.06 = L/460
0.23 = L /120
0.26
TcaGal
0.05 = 1/298 0.30 TM L/0 0.30
WOOD DESIGN
zim
Additional Data:
FACTORS: F/E(pSi)CD
Cm Ct CL CF
Cfu Cr Cfrt Ci Cn LC#
Fv' 135 1.15
1.00 1.00 - -
- - 1.00 1.00 1.00 2
Fb 875 1.15
1.00 1.00 1,000 1.300
1.00 1.15 1.00 1.00 - 7
Fb 875 2_15
1.00 1.00 1.000 1.300
1.00 1,15 1.00 1.00 - 8
Fcp 425 -
1.00 1.00 - -
- - 1.00 1.00 - -
E' 1.4 million
1.00 1.00
- - 1.00 1100 - 7
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 -
D+S, V 623, V design
- 586 lbs
Bending(+): LC #7 =
D+S (pattern: SsS), M =
11..29 lbs-ft
Bending(-): LC 48 =
D+S (pattern: sSS), M =
1234 lbs-ft
Deflection: LC #7 =
(live)
LC #7 -
(total)
Bearing: Allowable bearing at an angle FItheta
calculated for each support
as per NDS 3.10.3
D=dead L=Iive S= now
W=wind I=impact Lr-roof live
LC=Concentrated E=earthquake
All LC's are listed
in the Analysis output
Load Patterns: S=S/2,
X-L+S or L+Lr, =no pattern
load in this span
Load combinations: ASCE 7-05 / IBC 2009
CALCULATIONS:
Deflection: EI
58e06 lb- n2
"Live" deflection =
Deflection from all non-dead
loads (live, wind, snow-)
Total Deflection = 1.50(Dead
Load Deflection) +
Live Load Deflection.
11'OMPAN"Y
PROJECT
WoodWorks(&
Mar. 22, 2013 10:12
MP2chimney.wwb
Design Check Calculation Sheet
WoodWorks Sizer 9.21
Loads:
Load
Type
Listr utiarx
Pat_
Location [ft)
magnitude
unit
tern
start.. End
Stmt End
DL
Dead
Full Area
o
10 „00 (24.0)*
psf
SL
Snow
Full Area
Yes
30.00 (24.0)*
psf
PVLL
head
Point
No
6.83
40
lbs
PVDL2
Dead
Point
No
9.92
19
lbs
PVDL3
Dead
Point:
No
13.08
40
lbs
PVDL4
Dead
Paint
No
16.17
19
lb
Self _wei ht
Dead
Full L
110
2.0
if
*Tributaijr Width (in)
Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing lengths (in):
a 7Z 8 ° -4"
18 "_4«
L7nfactored z
Dead
95
321
126
Snow
290
607
257
Factored:
Total
385
928
383
Bearing;
F'theta
667
667
667
Capacity
Joist
876
1163
500
Supports
586
928
585
Anal /Des
,Twist
0.44
0.79
0.77
Support
0.66
1.00
0.65
Load comb
#5
#8
47
Length.
0 „50*
0.79
0.50*
Min req'd
0.50*
0.79 **
0,54*
Cb
1.75
1.47
1.00
Cb min
1.75
1.47
1.00
Cb support
1.25
1.25
1.25
Fc au
625
625
625
*Minimum bearing
length setting used: 112"
for end supports and 112" for interior supports
- Minimum bearing length governed by the required width of the supporting member.
MP2 Chimney
Lumber -soft, D.Fir -L, Pica. , 2x6 (1-112"x5-112")
Supports:. All - Timber -soft Beam, D,Fir -L No.2
Roof joist spaced at 24.0" etc; Total length: 19'- .Q ", Pitch: 4.0112;
Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help),
WARNING: Member length exceeds typical stock length of 16.0 [ft]
Analysis vs. Allowable Stress (psi)
and Deflection (in) using NDS 2005
Criterion
Anal sis Value
Desicrn Value
Anal sis /DesI rz
Shear
fv = 67
Pv 207
fv/FV' = 0.32
Bending( +)
fb = 1265
Fb' = 1547
fb /Fb' - 0.82
Bending( -)
fb = 1341
Fb' - 2420
fb/Fb' = 0.94
Deflection;
Interior Live
0.28 = L/458
0453 = L/240
0.52
Total.
0.49 = L,/260
0.70 = L/'180
0.69
Cantil. Live
0.07 = L/379
0.23 = L/°120
0.32
Total
I 0,10 = L 0.30 = L {7.39
Wood%forks@ Sizer SOFTWARE FOR WOOD DESIGN
w2immm=
Additional Data:
FACTOM P , /E(pSi)CD
04
ct
CL CF Cfu Cr Cfrt
ci
Cn LC#
P" ISO 1.15
1.00
1.00
- - - - 1.00
1A0
1.00 a
Fb'+ 900 1.15
1.00
1.00
1.000 1.300 1.00 1.15 1.00
1,00
- 7
Fb— 900 1,15
1,00
1.00
0.918 1A00 1.00 1.15 1.00
1.00
- 2
FcP 625 -
3-00
1.00
- 1A0
1.00
- -
E' 1,6 million
1-00
1.00
- 1.00
1.40
- 7
Emin' 03.58 million
1.00
1.40
- 1A0
1.00
- 7
CRITICAL LOAD COMBINATIONS:
Shear : LC #8 - D+S (pattern: sSS), V = 515, v design 478 lbs
Bending(+). LC #7 = D+S (pattern: SsS), M = 797 lbs-ft
1Z WoodWorkse
COMPANY
PROJECT
Mar. 22.2013 10:14
MP2 Purfin,wwb
Design Check: Calculation Sheet
WoodWorks Slzer 9.21
Loads:
Load
Type Distribution Pat Location (ft] Magnitude
tern Start End Start End
E Uni
DL Dead Full L NO 185.0
SL Snow Full L Yetis 356.0
SeIIZ!e t Bead Full L too 2.2
Max imum React ions ( lbs), B Capacities (lb and Bearing Lengths (in
14'-0,3"
Unfactored:
Dead
82
675
565
468
811
Snow
252
2316
1281
1197
1549
Factoreds
"Total
334
1995
1876
1665
2361
Bearing
Capacity
Beam
334
1995
1876
1665
2361
Supports
614
3228
3004
2622
3900
Anal/Des
Beam
1.00
1.00
1,00
1.00
Support::
0.54
0.62
0.6:2
0.64
0.61
Load comb
#23
#13
#24
#15
##28
Length,
0.52
2,75
2.57
2.24
3.33'
Min req'd
0.52
2.75
2,57
2,24
3.33
Cb
1.00
1.14
1.15
1.17
1,11
Cb min
1.00
1,14
1.15'
1.17
1.11
Cb support
1.25
1.25
1,25
1.25
1.25
I°G° u
6"a
625
625
625
625
MP2 Pu rfi } n
y� �n a� a
Lum S - P -F, No . l 2x (1-112
Supports All - Timber -soft Seam, Dfir -L No.2
Total length: 14' -0.3';
Lateral support: top= full, bottom= at supports;
Analysts vs. Allowable
Stress (psi)
and Deflection (fn)
using NO 2005
Criterion
Anal sxs alzae
Tae i n Value
al sus /Desi i gn
Shear
fu = 121
Fv' = 155
fV /Fv' = 0.78
Bending( +)
fb =; 482
Ph' - 1207
fb /Fb" = 0.40
Sending(-)
fb = 992
Fb' - 1184
fb /Fb' = 0.84
Deflection:
0.01 = <L/999
OP 13 = L/360
0.10
Interior Live
Total
0.02 = <L/499
0.20 = L/240
0110
Cantil. Live
0.04 - L/547
0.13 = L/180
0.33
"Total
0.06 = L /370
0.20 .. L/ 12
0.32
WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN
Additional Data:
FACTORS, F/E(pSi)CD
CM Ct, CL CF
Cfu Cr Cfrt
Ci On
LC#
Fv: 135 1.15
1,00 1.00 00 - -
- - 1.00
1.00 1.00
28
Fb + 875 1,15
2.00 1.00 1.000 1.200
1.00 1.00 1.00
1.00 -
12
Fb 875 1,15
1.00 1.00 0.981 1,200
1.00 1.00 1.00
1.00 -
2
FoW 425 -
1.00 1100 - -
- - 1100
1.00 -
-
E, 1.4 Million
1.00 1.00 -
- 1,00
1.00 -
12
Emin 0,51 million
1.00 1.00 -
- 1.00
1.00
12
CRITICAL LOAD COMBINATIONS:
Shear : LC #28 =
D+S (patterns sSsSS), V
= 1274, V design
875 lbs
Bending(+)- LC #12 -
D+S (pattern: sSsSs), M
= 527 lbs-ft
Bending(-) : LC #2 =
D+S, M = 1086 lbs-ft
Deflection: LC #12 -
(live)
LC #12 =
(total)
L7 -dead L=Iive S=snow
W=wind I-impact Lr-roof
live Lc- concentrated
E=earthquake
All LC's are listed
in the Analysis output
Load Patterns: s-S12,
X-L+S or L+Lr, -_ =no pattern load in this
span
Load combinations: ASCE 7-05 / IBC 2009
CALCULATIONS:
Deflection: EI
67e06 lb-in2
"Live" deflection =
Deflection from all non-dead loads, (live, wind,
snow
Total Deflection - 1.50(Dead
Load Deflection)
+ Live Load Deflection.
WoodWorkso
C OMPAW
PROJECT
i7r� sa^eres
Mar. 22, 2013 10:04
MP3.wwb
Design Check Calculation Sheet
Woodworks Suer 9.21
Loads:
Load Type Distribution Pat- Location [ft) Magnitude T7nat
tern Stmt End Start End
DL mead Full Area NO 10.00 €24.03 * pat
SL Snow Fula. Area Yea 30 00 (24.0)* psf
PDL Dead Point No 0.92 40 lbs
PVDL2 Dead Paint No 4,00 19 lbs
PVDL3 Dead Point No 7.08 40 lbs
Self -wei ht IDead Full UD No 1.7 if
*Tributary width. (in)
Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in):
i � Ve k •�- ....�- ..^'"..'.,.w.
��w.n�
� .'."....«....
�" .."
��,M.w ,„,,,..^' ....... .... .... ...�.-- »..^^^..
.w»
M
M .., -.,. -u
....,^'. eµ3.1 " � �.,..„ -.... .. *..«.. ,.,. «"- '^ '""^"."..�«^...`..- i.....�..»,- """" ... ..- ,.. ,s• .w. ." -,...„
"..w- ..^^"""..w
0. 7
V C•
101 9R
IV
'T7r$ f no t.l�3 r e d
Dead
230
115
Snowy
402
251
Factored.
Total
633
366
Bearing:
theta
457
45'7
S F r !
Capacity
Joist
633
366
Suppo
641
625
An al/Des
,Joist
1,00
1,00
Support
0.99
0.59
Load comb
#2
#4
Length
0.55
07 53
Min req °d
0.:55
0.53
C is
1.69
1..00
Cb min
y
1 .69
1.00
Cb support
1.25
1.25
Fc su
625
625
Lumb y�y �y J�+� }.�q d9 V
a - P-F4 o.I/No.2, x ( 1 - 11 2 " x5 - 112 " )
Supports. All - Timber -soft Seam, D.Fir -L hto.2
ROOF joist spaced at 24.0"' etc; Total length.. 11'- .1'; Prtcha- 4.0!12
Lateral support. top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help);
Analysis vs.. Allowable
Stre (Iasi)
and Deflection (in)
using NOS 2 005
Criterion
Anal sis Value
Desi n Value
a3 sis iJes
Shear
fv 65
Fv' = 155
fv /Fv" = 0.42
Rending( +)
fb = 1227
Fb' w 1504
fb /Fb' - 0.92
Bending( -)
fb = 388
Fb' w 1473
fb /Fla° = 0.26
Deflection
0.26 = L/420
0.45 = L/240
0.57
interior Live
Total
0.44 = L/248
0.60 = L/180
0.72
Cantil. Lave
- 0.19 = Lf143
0,23 µ L/320
0.84
Yota3
-0.30 = L/92
Q.30 = L /90
0.98
C 7
WoodWorksS Sizer 9.21
U•
Additional Data:
FACTORS; F/E (psi) CD
CM Ct CL CF
CfU Cr Cfrt Ci On
LC#
Fv 1 135 ills
1.00 1,00 - -
- - 1.00 1.00 1.00
2
Fbl+ 875 1.15
1.00 1.00 1.000 1.300
1„00 1.15 1.00 1,00 -
4
Fbl- 875 1.15
1.00 1.00 0.979 1.300
1.00 1»15 1,00 1.00 -
2
Fcpl 425 -
1.00 1.00
1.00 1.00 -
-
E, 1.4 Million
1.00 1,00
1.00 1.00 -
4
Emin 0.51 million
1.00 1.00
1.00 1.00 -
4
CRITICAL LOAD COMBINATIONS:
Shear : LC #2 -
D+S, V = 395, V design
359 Ins
Bending(+); LC #4 =
D+S (pattern: sS), M =
773 lbs-ft
Bending(-): LC #2 =
D+S, M = 244 lbs-ft
Deflection: LC #4 =
(live)
LC 44 =
(total)
Bearing: Allowable bearing at an angle F
calculated for each support
as per NDS 3.10,3
D-dead L-live S=snow
W-wind I-impact Lr=roof live
Lc=concentrated E=earthquake
All LC's are listed
in the Analysis output
Load Patterns: S=S/2,
X-L+S or L+Lr, _=no pattern load in this span
Load combinations: ASCE 7-05 / IBC 2009
CALCULATION&
Deflection: El =
29eO6 lb-in2
"Live" deflection w
Deflection from all non-dead loads (live, wind, snow)
Total Deflection = 1.50(Dead
Load Deflection) +
Live Load Deflection.
ht
3i221TO 13 800 109-Sh- A. V..*y 4
TES
ABBREVIATIONS
ELECTRICAL NOTES
INDEX
I
A
AMPERE
1°
WHERE ALL TERMINALS OF THE DISCONNECTING
PV1 COVER STET
A
ALTERNATING CURRENT
MEANS MAY BE ENERGIZED IN THE {?PEN
PV2 SITE PLAN
E EC 8041
BLDG
BUILDING
POSITION A SIGN WILL BE PROVIDED WARNING
OF THE HAZARDS PER ART. 690.17.
PV3 STRUCTURAL VIEWS
PV4 STRUCTURAL VIEWS
µ
mg g
CONIC
C
CONCRETE
COMBINER BOX
2.
EACH UNGROUNDED CONDUCTOR OF THE
PV5 STRUCTURAL VIEWS
D
DISTRIBUTION PANEL
ULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED
PV6 STRUCTURAL VIEWS
PV7 THREE LINE DIAGRAM
PrOV
DC
DIRECT CURRENT
1
B PHASE AND SYSTEM PER ART. 210.5.
A NATIONALLY — RECOGNIZED TESTING
PV8 ELECTRICAL CALCULATIONS
EGC
(E
EQUIPMENT GROUNDING CONDUCTOR
EXISTING
LABORATORY SHALL LIST ALL EQUIPMENT IN
CUTSHEETS ATTACHED
1J L I
T
e °
COMPLIANCE WITH ART. 110.3.
W
7t: 8 PeffM Or nsa 1 s
EMT
ELECTRICAL METALLIC TUBING
4,
CIRCUITS OVER 50V TO GROUND SHALL
s s � a Of, any is 10
GALV
SOLAR GUARD METER
GALVANIZED
COMPLY WITH ART. 250.97, 250.92(B)
TSHEETS ATTACHED
1
OI slt C� ion
qW
� authority to ° � �
GEC
GROUNDING ELECTRODE CONDUCTOR
5.
D CONDUCTORS EITHER DO NOT ENTER
�� g ja
9 r. t r or i7�anc s o tl C7 shall ,
GND
GROUND
BUILDING OR ARE RUN IN METALLIC RACEWAYS
HDG
HOT DIPPED GALVANIZED
OR ENCLOSURES TO THE FIRST ACCESSIBLE DC
I
CURRENT
DISCONNECTING MEANS PER ART. 690 «31(E).
1. THIS SYSTEM I RID INTERTIED VIA A
Imp
CURRENT AT MAX POWER
6,
ALL WIRES SHALL BE PROVIDED WITH STRAIN
UL—LISTED POWER — CONDITIONING INVERTER.
INVS
INVERTERS
RELIEF AT ALL ENTRY INTO BOXES AS
2. THIS SYSTEM HAS BATTERIES, NO UPS,
APPR OVED
I c
kVA
SHORT CIRCUIT CURRENT
KILOVOLT AMPERE
7,
REQUIRED BY UL LISTING.
MODULE FRAMES SHALL BE GROUNDED AT THE
3. PHOTOVOLTAIC SOURCE AND INPUT CIRCUITS AND
R
u C o Field t� spe ,io is
kW
KILOWATT
UL—LISTED LOCATION PROVIDED BY THE
INVERTER INPUT CIRCUIT ARE UNGROUNDED.
LBW
LOAD BEARING WALL
MANUFACTURER USING UL LISTED GROUNDING
SOLAR MOUNTING FRAMES ARE TO BE GROUNDED
5, ALL WORK TO BE DONE TO 2009 INTERNATIONAL
°I Ridg B uilding Dept.
MIN
MINIMUM
HARDWARE.
BUILDING CODE.
MIR
MIRROR
8.
ALL EXPOSED METAL PARTS (MODULE FRAMES,
6. ALL ELECTRICAL WORK SHALL COMPLY WITH THE
(N)
NEW
RAIL, BOXES, ETC.) SHALL BE GROUNDED USING
2008 NATIONAL ELECTRIC CODE,
Date'
NEC
NATIONAL ELECTRIC CODE
UL LISTED LAY IN LUGS LISTED FOR THE
NIC
NOT IN CONTRACT
PURPOSE, POSTS SHALL BE MADE
Signed Plan he I�
NTS
NOT TO SCALE
ELECTRICALLY CONTINUOUS WITH ATTACHED
OC
ON CENTER
RAIL.
shall ) t t «tl W
P
PANEL BOARD
9.
MODULE FRAMES, RAIL, AND POSTS SHALL BE
l ;odes'.' `006 tt L C "?I.I If)
PL
PROPERTY LINES
BONDED WITH EQUIPMENT GROUND CONDUCTORS
ttsttt)r� ttt °
PV
PHOTOVOLTAIC
AND GROUNDED AT THE MAIN ELECTRIC PANEL
tECC & 200 NEC,
PVC
POLYVINYL CHLORIDE
10.
THE DC GROUNDING ELECTRODE CONDUCTOR
VICINITY MAP
S
SUBPANEL
SHALL BE SIZED ACCORDING TO ART.
CH
SCHEDULE
250.166(B) & 690.47.
^`
SS
STAINLESS STEED
D
SEE STRUCTURAL DRAWINGS
t °
TC
STANDARD TESTING CONDITIONS
W 46th Ave
SWH
SOLAR WATER HEATR
` " 4 AVM
P
TYP
TYPICAL
��
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UNLESS OTHERWISE NOTED
UPS
UNINTERRUPTIBLE POWER SUPPLY
a
V
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Vr
VOLTAGE AT MAX POWER
M 4Mh 04
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Vcrc
VOLTAGE AT OPEN CIRCUIT
,g
W
WATT
3R
NEMA 3R, RAINTIGHT
REV BY DATE COMMENTS
1 40 V
0
i
W 4401 Ave Co Rd 58
W 44th Ave
C TAI SML NOT BE U FOR THE
-
8001 769
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KLI H
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NOR SH IT If r 04 OR
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11MA
25
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4525
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'0
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PART TO o rT
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WHEAT
RIDGE, CO 0
3055 44 Sarw CA
TW E U OF THE RESPECT*
E T, WT TFtE
PRIAS" OF SOLAROTY W.
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PAS
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PV
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1 3/13/201T7
94
638 -7028 F�(650) 638 -2029
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PPA
111111, -
14
i
ARRAY PITCH: 18
A ZIMUTH :
ARRA k.
M
xe. � M O a
..
P ITCH: •
AR
AZIMUTH: 124
ARRAY AZIMUTH: 124
om
t. 4" - (E) 2x6 CEILING
0— 8# 4
JOIST 0 16" O,C,
(N) SIMPSON A34 CLIP W/
(8) 8d (0.131x1.5*) NAILS
(N) SPF#2 2x6 SISTER. LAP AS NECESSARY
SEE SECTION K FOR CONNECTION DETAILS
SUPPORT: 24, 1 x5, 20
MAX SPAN: 10'-4"
@
(E) lx8
AIDGE BOARD
SCALE: 1/4" = V
PV MODUL
BOLT WITH D LOCK
FENER WASHE
ZEP LEVELING FOO
ZEP )
Date: 2013.03.28
RAFTER: 9X6 13:07:09 -06'00'
SCALE: 1/4" = 1'
STAMPED AND SIGNED
FOR STRUCTUML ONLY
INSTALLATION ORDER
LOCATE RAFTER, MARK HOLE
(1)
LOCATION, AND DRILL PILOT
(6)
HOLE*
(4)
C(2)1
'M
SEAL PILOT HOLE WITH
POLYURETHANE SE ALANT.
(3)
(3 }'
INSERT FLASHING.
(2)
r (5)
I AAG BOLT )wMTHH
I NS T AL L L
(5)
SEALINEW-Aj �R�.
LOWEST MODULE SUBSEQUENT MODULES
( 'T
T wFnn 'TAI I IN'
INSTALL LEVELING FOOT WIT H
� OLT & �WASH�ERS
B
3055 Cksrview Way San Mateo, CA
94402
T:(65D)638-1028 F�(650)638-1029
l
(F ) 2x6 RAFTER
@ 24" U,
(L) Zxb Hk €M>
@ 24" SPACING
MAIN SERVICE PANEL
N N-SWO-01IM-44 L48EL A
V ' — = V
I A0) N2
V
NV 3
— (4) r # "R245P Y Zoo
Moo"c 2Ze221, 04, 4&ro% BoO Fmw ZP EnobW
Voc: 37,8
Vprnox 30.2
*MODULE CURRENT RATINGS ARE SHOW AS Ise AND Imp IN
—(3)WtW#K4V7-1NT
Lo'o- SW TcP Cwwtm� tWk #12 °" 1/0 AM
Y 9wxh &=M "4 ran*
ry w" 3R
—0)CUW-K4WM Moo
owwAkutrd A 30k C--d Duty (DO)
11)** P% "*-Z 9kxk
AW 0, MN- R
0) f1 2, and sd
(2) AM jP4 PV WE Bk4k
AM SON 9" COPW
4 C It ) Fk
Voc = 302.4 VDC
Vmp = 24 VDC
EGC 1,6
Isc 17.26 1 ) AW. PO, PV *V, Bk-A
Imp 16.22 ADC 0) An 00. sw &" cww E0C
(J) iE
Voc = 30.2 VD C is = &63 ADC
Vmp = 27L8 VDC Imp= &11 ADC
-Z oft wjm& vmp =240 VAC Imp 23 AAC
0) AWD f k "m
WC049 Xk 0!T . . .
.
I ) qwi�* Xt �/4! EUT
I
(2) AM FIX PV W SW*
(I) AM 0% SW 9" OWPW roc
1) iE
4 VDC Isc = 8.63 AbC
Voc = 3{)2.4
Vmp = 241,6 VDC Imp= 8,11 ADC
O il
WAMW
C ONnDDM& — THE WORMARON HEKW
CONT NOTE SH&L BE USED R W
FO
BDIMT Of ANYONE EXCEPT SOACITY INr.,
WONIUMMMOMMUNNOW
jmwam JB-8001769
00
PREINSE Ova AHt Wheat Ridge
SHANNON, JILL
4 A
525 CRR ST
DESDORIM.
SHANNON
6.125 KW
RESIDENCE
PV Array
DESM
KLICH
wim,
MUM
SHAU
NOR ff BE 0MOSM N MOLE a ' a '
RESI
(25) YINGLI # YL245P-29b YGE—Z 60
PART TO OTHERS CUM 7K REcM
PwCT MMAGM
momw snu
WHEAT RIDGE, CO 80033
.-..'.'So1arCwty.("07,
CKOWAIN. EXCEPT N CWCTM W7H
TK WE MO USE OF THE KSKCnW
Comp Mount T e C
3055 Clearview Way San MAW, CA
94402
SOLARCITY EQUAANT, VATHOUT THE WRITEN
PEWS" OF SOLMCITY M
PA 40T ME
I (71POWER—ONE # AURORA PM-5000-oulp-N3596
62
PAGE NW'
THREE LINE DIAGRAM
SHEET RE)�, DATE
3/13/2 3
Pv 7 01
T:(6SO) 638-1028 F:(650) 638-1029
489 wwwSolatcRy.com
88)-SOL-CITY (765-2 )
(8
PPA
a. Conductor must have 30 deg. C ampocity >= 125% of continuous
current WAIV
AWN
pe
« . Conductor must hove « « ♦ for « « w o
continu per • ble 31
... a «.
...
P I and bl d si
T A
Voc Correc Method: Manuf Twc data
Branq Ctrctrl# T
t
b. Conductor must have (after corrections for conditions of use) >=
PV s
1 strings per branch 1
2 strings per branch
continuous current per Table 310.15(8)(16
3 Y:€ gh Yt2 -29b YG - Z
Inverter Min Vdc Input:
120 Vdc
9 modules per series string
8 modules per series stn
340.2 V
Min V p at Max T p:
245 Vdc
Vac= 3401 V
3024 V
c. Evaluate con ductor temperature at terminations per Art 110.14().
271.8 V
Max Voc at Min Temp:
403 Vdc
... a «.
...
P I and bl d si
T A
Voc Correc Method: Manuf Twc data
Branq Ctrctrl# T
wire
b. Conductor must have (after corrections for conditions of use) >=
PV s
1 strings per branch 1
2 strings per branch
continuous current per Table 310.15(8)(16
3 Y:€ gh Yt2 -29b YG - Z
Inverter Min Vdc Input:
120 Vdc
9 modules per series string
8 modules per series stn
340.2 V
Min V p at Max T p:
245 Vdc
Vac= 3401 V
3024 V
c. Evaluate con ductor temperature at terminations per Art 110.14().
271.8 V
Max Voc at Min Temp:
403 Vdc
Vmp= 271.8 V
241.6 V
Ampacity of wire deroted for conditions of termination must be >=
8.63 A
Inciter Max Vdc Input:
60D Vdc
Ise= 8,63 A
1716 A
continuous current *1,25, All branch term inotions are rated at 75° C
8.11 A
10.79 A
Art 690.8(A )(1)
Max String Size:
1 ire I h:
13
30 ft
tmp= 8.11 A
lc t= 1039 A
16.22
21 "58 A
Art 690.8(A 1)
min.
Conductor. C AWG 10
PV 'Wire
2.a Conductor 1: C AWG 10
PV Wire
Co nductor 2: C A1tVCa 10
PV Wire
P i ing
Conductor 1:
Conductor 2 ::
a. bound up to next size per Art 240.4(8)
Icont * 1,25 = (Amps)
13.48
tcont * 1,25 : (Amps)
13.48
26.97
------------------------------------------
30 1 ag C ampacity
40
30 pacify
n c r i in r A t 1
Icont= (Amps)
10.79
2.b ont- (Amps)
10.79
21.
a. Conductor must have 30 deg. C ampacity >= 125% of continuous
start ampacity
40
Start ampatity
40
4
current per Art 215.2(A
Temperature de rate ( %=F)
016
Temp, crate (%=F)
0,76
0.76
Conduit fill derate ( =)
1
Cndt, All erate (° =)
0.8
0,
b. Conductor must have (after corrections for con ditions of use) >
Derated pacify
30.40
ted pacify
32
24,32
continuous current per Table 310.15(8)(16).
tcont * 1.25= (
13.48
T to
7 g? 76 g
Ampacity
2,c tcont *1.25= (Amps)
13.48 13.48
c. Evaluate conductor temperature at terminations per Art 110.14(0).
pacify
36 35
Ampacity of wire deroted for conditions of termination must be >=
lcont * 1.25 = (Amps)
13.48
2.d EGC
C AwG 10 C AWG 10
Art, 250.122
continuous current *1.25. All inverter output terminations are rated at
OCP size
OCP size =
16 30
75* C.
-----
t At3u in
bi ttln r aft
E. Qt P Sizing
P1tt -50
1 y wire length:
20 ft
SeNce Voltage= 240 Volts
a. Round up to next size per Art 240.4(8)
20.83 A
Art 690.8(A)(1)
'Total Inverter P r= 5,000 Nameplate Watts
*max
1-way wire le h: 0 it
tcont *1.25 : (Amps)
26,04 A
Art 690,8(B1)
tcont = # of inverters
Inverter current
Art 60.8(A1)
P size
30 A
Art, 240.6(A)
Ic t : ( p)
2013
7. _ k nAgdLr i n r r
Co nductor C AWG 1
N-2 at 0 C: 'fable 310,15(B 16)
4.a tcont *1,25 = (Amps)
26.04 A
Art 8(6}(1)
a. Conductor must have 30 deg. C ampacity >= 125% of continuous
.
tc t 1,25 =( ps)
26,04
P size =
30 A
Art, 240.6(A)
current per Art 215.2(A)(1),
30 Cam" Ity -
40
4.b Conductor C AWG 10
N -2 at 90 deg C: Table 310.15(B 16)
tcont= (Amps)
20.83
tcont * 1.25 = (Amps)
26.04
b. Conductor must have (after corrections for conditions of use) >=
start a mpacity
40
30 deg C ampac
40
continuous current per Table 310.15(8)(16).
Temperature det ( % =F)
0 "91
lcon (Amps)
20.63
Conduit fill derate (!= )
1
start ampacity
40
C, Evaluate conductor temperature at terminations per Art 110.14(C).
Derated arnpac lty
36,4
Temp. derate ( -F)
0.51
Ampacity of wire derated for conditions of termination must be >
Icant *1:25= (Amps)
28.04
It aerate )
rated ampai t y
1
38.4
continuous current *1.25. All Inverter output terminations are rated at
Ampaei#
6GC1G C =
35
DAWG 08
Art, 690.47(C 3), 250,166(B)
4.d tcont *1,25= (Amps)
26.04
75 C min.
Ampacity
35
C C ONTAINE D D SHAU NOT IX U �
(��} }
SHANNON, JILL
Wheat �
HANNfi N RESIDENCE
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sitiii iT asses si}riiE i
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The aralarC ity SleekMount hardware solution
itti izes Z ep Soar hardware and U'L 1703 fisted
Installation Inst
is opfrrni ed to achieve superior strength and
Zep ornpatbl °',' rnodL e
aesthetics while minimizing roof disruption and
xai= ( Pi'of Hole of Prop Diamete V
mi
labor. the elimination of visible rail ands and
� lnte lock and grounding oevyces in systems UL
� S
1`a�.3# tt�r S i ze i 1., t t ,: �S > cetrr�n 1 t.l .<?
i sterr #C7 11?_ zW' 703
mounting clamps, combined with the addition
�,.
t >e >ai plot hole a��rtlr rcct�fi�g ��alarat
of array trim and a lower profile all contribute
+nterlock and C1s'oun Ze1 ETL fisted to tit 170
to a more visually appealing system, SieekMount
gas "Gr csndin and ,r;;r ding yster, "
\,
msert cornp t >toarr'at trash n g under upper
utilizes Zap CompatibleTM modules with
* Ground ZePUL and ETL 5sted to UL 467 as
y,
ayes of ;rig ng,
strengthened frames that attach directly to
group ng dev,co
Pla C omp Mount ,centered
ep Solar standoffs, effectively eliminating the
t
Upon < sl aa�g
need for rail and reducing the number of
* Pa inted galvanized waterproof tartsrrar�l t.ashing
standoffs required. In addition, composition
bra c r et ccsr ,p araer is for e rrta ?nca resistance t< , r
1,
tiry
iristall lag pursuant to tit S S ection 1'1.1. a
shingles are not required to be cut for this;ryy.
�nst3 .» r1�, =sg „�,lr rr,
system, allowing for minimal roof disturbance.
# Applrcablefor vent spsaaarstr g functions
t
Secure l e:S,Sy�;C"ffit,� r�c7r }t zC3 $9'3e: CS.1rrtp Mount
rw nos niachirw Screw
Piave rnodlu
Component
y u
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w.
1 tl�i }tii�Ui e n�ytyytl 8 Y l v1 �i }��li }r�,;Lxlis yl
g � ,
t. .rng foot
t i 111 t i lti
1 ag Screw
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corrip Mount
ornp Mount Fa h'sng
v
anuary 2013
# 41
@ USTEO
olarCft L3 V , G ��b
c.
7124 �
art r 4 P.29b
set T S f , 2r71';
't lna.30P -299
t4tMV 5� ,: '
and commercial applications where cost savings,
installation time, and aesthetics matter most.
v
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r, t
LAR
LR.S, Soccer Powered Sy'Y¢ngh xtr,ar
" Increase energy output with flexible n adult
layouts (portrait or landscape ),
a
r"3rzast in the reliability and 4lreft- resistance of
the Zap Compatible system Leading 6ni ted power warranty* ensures
91,2% of rated power for 10 years, and 8017
z a r a .: r x awmwr.mw.wwuw,,reasaw;m+sumata�x of rated power for 25 years,
I he YGE 2 Series as now aavait able as 10-year lsrnited produ(I warranty
an Fnishase Energized'* AC Solution,
This solution delivers optirrsum
iv�a,tn " €n Caax"F lance mr, ow wheat -, sem's 4,4j C,o dads nsx
perlormarice and Integra #ed in—Hi gence.
The t.nphase M215 -Z 2ep Compatible Microinverter
is designed to connect directly Into the 2 Series module
gosove, eliminating the railed for tools of fasteners -
ali with one easy step.
:r11r \uuJS4V1 V >? � k ate r3r it �1 \ }r '� rr\ 1iF
ESL 1703 and ULC: 1 103, CFC, FSEC,, ISO W101:7ti4 8,
rS0 14001 SS OHSAS 3 X3.2:007, or,88 )
YINGLISOLAR.COM/
Powe red I>y Y ING LI
ELECTRICAL PERFORMANCE
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ELECTRICAL PERFORMANCE
ANC
The ape of cat r n an the elate he et are not vluarantaaeP a rd are rubpee t to C hange wilhous onor notire,
This datasheet complies wtt EN 50380:2003 requirements
YIn li Green Energy Americas, Inc,
info@yingliamericas.com
Tel: + t (888) 686 -8820
$} Y"wii tarwe?r Fvrcerpy Nah4i' q c.e to �, YCrYT(a. �rdirr s:,2#}72,E'°v.,,2t YeraS, 'J\3:
GENERAL CHARA C7L ERISTICS
modu8e type 1"1250P ^29b
YL245P YL240P^ Wtaa "b Y1.2 -
.... 230
oi— rsi— ir^+'W "I 64,96 u, nee 3896 WYrvn }i
Power crcAp t ... e— W 250
:.. 245 , 240 . 235
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Weipiet 452 re, 120 S k9i
shorkste Oficle"ey it : P53
4a.o 147 '94.A .. $41
Voitaga at P— V V 30.4
352 24.5 2915
29's
Gu +rosat at P— . ,.. i,-.sa .. A 0.24
a,1: 8,14 7147
rack
PACKAGING SPECIFICATIONS
_. .. ,.
Iap —dreue —k 4",r, V 36,A
374 3715 374
37.0
N vebw of madokea par learnt 22
Shon circuit currom 6 A a,"
4A 3 8.85 B.SA
Bala
knee, � of p der 53° umt'"sner .. :lent=
g4TL IC00 a '—d a 25'C, a7+£ L: R 1 "v tep'M P e6 &*p t EN k'3Ya4 .x"
A mr,c rata + Urn u+hx a nxy :nil. rt s :'S7s nt .;an1a rn xarn'biv ai L ek A ?t?«s. t
frokaging $wx dk e.0 si B.+'WM) r7 0700 —m' f 45 ,m $1'M rnm; d
a0% iR" egra 107fa KC15 (488 sif
power otaisul ._.. P : W �18111
57714 374.3 17017
....
16710
Vokage at P— V_ V 27.6
2712 26.6 26A
266
Units. Inch Print)
Cuero- at P— 6 A 6.s6
6,55 8.-56 9.42
. 8129 �.
394tS j'd9di_.E
oprorf —it vOkage V-. V 35.4
3 4,5 3 32
3318
......._..,_ .,...,.,�..
34 a1U1t 6 181 (4n,
Shantt>sircuh surra nt 6 ' A 7.12
d 49 7.49 8.92
6„83
r t
Sifk.9 cn"r,+. was. .rwa,^a mix =^t,ua SafYaY"1*rr"r swivc^+are
C�.°amt. +a ic'rpa�maurm,Y r „n w�wd scwa+�i
\
THERMAL CHARACTERISTICS
�-
NOminap vPBY&teng £aa teYltpeYatxfta H,7C"F "'G
AG + #” $
i
g
T rature c"Iffr "t 04 P— y
#:
'T —aserafiuta caef don) tat V. A— � YW PC
^0.33
�..
g�
d
ZC+�
.� { a
' 6 s .
anaperature c+ao fkaiat of 1. ate. C
0,ta9
is 3cnfa VY
7ertipoaatwe coafB}eda a of V« A '—
0.45
�r
OPERATING CONDITIONS
�s o
r
M— — voWape
6{k1i�€a:
'4 a2 l z
Max, "A" Scrag rat&ng
ISA
u.W.p rmv na cumrnt
@SA
..
Ire .e. hcii r
g} >
Prey B Poeature rmn a4Ct
o 40. tan; g
i+s t+?4"r %-44 #n 4b`C7
Is
1+B.ai2 r
Ts,
Me., static Wash front (u.e.. ar+aw gad wi-d)
Stile psi t24r7k Per,
'd,94 € iX)
Max Mark i0od, track la.g., Wknd)
50 p0 Q400 Pa}
Ho*"- impac¢ ..
3 n tdS am+xY;r sat 5; ro'ph o "3 mri)
CONSTRUCTION T F2IALS
L CPAFS' td 131 11bY
Front txao ( awtvialsypolaaCiiYl sa
VPFt Cgian t p#
h;sms:
•»
Y.
no" %4 t Wfiedivk*dYJM q
.
r r!i
s '
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osx f p os}�miias^ae >yWaynasiee e
r r ,+c�.w'[
arrea 4 of b ts)
156 ss,—rMa 2
6acap -lent imatw4o
fehi4 me v-yt Kam. fEVA?
,.
Frmeno (msateswiftOW)
.. ..
AraM aed AiaY,nvnurxr mNoy f t #W&
.. . .. .... ...
..,
wan iro Rex8b3 Ow h sla Naha,, arnd Use, MaPlw 4 its ennnry
.3unctiao be. (fS,weea.. doges)
_.
:t d`65
bxrta =a har,tfloar, inuaftine3, curd onelatmq Yhnglfi modai-
Gab10 ftyla-4040th#9 foutside diameter) PV Wat
, 43 31 en 4k Ion mm} ! 12AWW' P 2+44 in 66,2
PWS mnnectar
. hrm:$
Arnph. -+ 1 K4 1 W68
... ... ...
0,ar r"vn —r
Cmmnu#arturor#typatpcotra te. degmQ
The ape of cat r n an the elate he et are not vluarantaaeP a rd are rubpee t to C hange wilhous onor notire,
This datasheet complies wtt EN 50380:2003 requirements
YIn li Green Energy Americas, Inc,
info@yingliamericas.com
Tel: + t (888) 686 -8820
$} Y"wii tarwe?r Fvrcerpy Nah4i' q c.e to �, YCrYT(a. �rdirr s:,2#}72,E'°v.,,2t YeraS, 'J\3:
Mmm L2m=
�y
DQD 507 R.,. 2 pag" I
Date:
Plan #
permit #
Property Address:
Property Owner (please print):
Phone:
Mailing Address: (!f different than property address)
Address:
City, State, Zip:
License #: Phone: Ze
Elec trim : Plumbing: Mechanical
City License # City License # City License #
DonefoUgLi If. Xo_rk-. (Fully describe work to be performed - Attach additional sheet If necessary)
16 ,
Co7ntract Value of all work:
Squares_ BTU's_ Gallons _Amps_ Sq ft _ I $
- ----- ....
City of
City of Wheat Ridge Municipal Building 7500 W. 29' Ave.
Septemberl8, 2012
Re: 4525 Carr Street
Wheat Ridge, Colorado 80033
Wheat Ridge
Poet ark
Here
perty cescnDea
below; Parcel ID 39-232-02-049, Lot 13, Key -, Section 23, Township 3, Range 69, Quarter Section NW, also
known as 4525 Carr Street; is in violation of the Wheat Ridge Code of laws.
4525 Carr Street
Wbe-31 11 1 titiz -Co--8M3-'l
Specifically, violations based on the adopted 2003 International Property Maintenance Code (IPMC) existing on
such property because of the following conditions.
EXTERIOR:
2003 IPMC Section 304.3 Building shall have approved address numbers in a position to be
plainly legible and visible from the street fronting the property. These numbers shall contrast with the
background. Address numbers shall be Arabic numerals. Numbers shall be a minimum of 4 inches high with a
minimum stroke width of o.5 inch. (Need an addressfor each unit)
OCCUPANY SEPERATION:
2006 International Residential Code (IRC) (provide a I hour separation between units at
floorl ceiling and at door at bottom of staircase front main level.)
wwwxi.wheatridgexoms
IN No lnm��
If you have any questions feel free to contact me at 303/235-2850.
AMR=
♦ 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: ~/SlS r~aQ 57-
Permit Number:
❑ No one available for inspection: Time :/D AM/PM)
Re-Inspection required: Yes No
When corrections have been made, call for re/-inspection at 303-234-5933
Date: `/o Inspector:
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax.
INSPECTION NOTICE
Inspection Type: 151illf-l
Job Address: yS2S Cs,M s
Permit Number: a
,M < 7 G 2 r
❑ No one available for inspection: Time ;rl'lf A
Re-Inspection required: Yes d
When corrections have been made, ca9 for re-inspection at 303-2345933
Dater 2 Sf/a Inspector: Er
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
~-j Building Inspection Division
~ (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type: ~}"t r c l V20
Job Address: GO5 5 t° rlL~e
Permit Number: cd )
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
*When corrections have been made, call fo~r/re-inspection at 303-234-5933
Date: Q Sa U Inspector: d /l2id~f~ ,
D NOT REMOVE THIS NOTICE
i
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 235-2857 Fax
INSPECTION NOTICE
q Inspection Type: M _ KODF
Job Address: 4s) ~ C14 r a S7
Permit Number: Oq ~5)
1Ce d W R Erb S,HIFLb 14US - I✓XT
f-
r„
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes o k
When corrections have been made, call for pe.-i 303-234-5933
r Date: <L Inspector:
DO NOT REMOVE THIS NOTICE ,
41 City of Wheat Ridge
.r
te
/ Residential Roofing PERMIT - 092512
PERMIT NO: 092512 ISSUED: 09/17/2009
JOB ADDRESS: 4525 CARR ST EXPIRES: 03/16/2010
DESCRIPTION: T/o: Install 31 1/3 sqs of 30. year dimensionals&.gutters.
***.CONTACTS
owner 303/881-3330 -Alice Tower -
gc 303/317-6651 Timothy J.' Emkow 09-0343 American Restoration, LLC
**-PARCEL INFO
ZONE CODE: UA. USE: UA
SUBDIVISION: 0236. BLOCK/LOT#: 0/.
FEE SUMMARY ESTIMATED. PROJECT VALUATION: 20,00.0.00
FEES
a' Permit. Fee 417.70
Total Valuation .00 Use Tax 360.00 %l,'15-cl,
*-...TOTAL 777.70
10~ .7 a
J Conditions
6 hail. 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
applic tion. an tha Ia sume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other
a 1' e-Oh dg; O dinances, for work under this. p(ep///rrrmit. Plans subject to field inspection.
1
Signature of actor/owner 7~
date
1 This permit was issued. in accordance with the provisions set forth in your application and is subject to thelaws 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
r, :date. An extension may be granted at the discretion of the Building Official.
3. If this. permit 'expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one ,(1) year. If changes have been or if suspension or abandonment exceeds one (1). year, full fees shall
4 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.
w 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 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
y an approval of, any. violation of the provisions of the building codes or any other ordinance, law, rule or regulation.
All plan review is ub" to field ` inspections.
o
"Signature of'. Chic Hui r9ing official 'date
INSPECTION EQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE :MADE BY 3PM. ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
of w"~9Tr 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
~oLORaoo o Inspection Line: 303-234-5933 Permit
Building Permit Application
Property Address:
Property Owner (please print): ~`;ce ~rsu~e a Phone: 303-2Ri- ~33c7
Mailing Address: (if different than property address)
Address:
City, State,
Contractor: meA c
„Z-7~-
ec°t
,&iia, t0_%
~L..ii.- C
Contractor License
I
t
Phone: 3 S ^ 3 t T_ (alo S'f
Sub Contractors€
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): I Construction Value: $
De$CrlptlOn of Work' tt~~ r (as calculated per the Building Valuation Data sheet)
Plan Review (due at time of submittal): $
P
Sq. Ft./L. Ft added: Squares >1~3 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 Wheal 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.
C/RLCEONE:: (OWNER) (CONTRACTOR) or PERSONALREPRESE IT - f R ONTRATOR)
PRINT NAME:° 11 MR J t~mr ouJ SIGNATURE: Date: q (n
Building Permit
CITY OF WHEAT RIDGE
7500 West 29TII Avenue
Wheatridge, CO 80033
303-235-2855
Permit Number
19315
10/6/2005
Inspection Line
3D3-234-5833
Residential Mechanical
PROPERTY 4525
Carr St
Unit:
(303) 986-9031
OWNER:
Alice Tower
Description
Replace furnace 90K, 105,000 BTU.
" 1::'~_\.2S-.:".
1(;. .-.!\
'~a~8g<' ','
I. ":
J I
t"~ t:....";',;!...3LS(..:...~V
I
IDue
1$72.00
1$126.50
1$198.50
1
1
IUcense #
117835
IFEES
IFees
IUse Tax
IPermit Fee
ITotal Fees
I
ICONTRACTORS
IName
ISlue Sky PlumbinQ
I
IPaid
1$72.00
1$126.50
1$198.50
I
1
IPhone
1000421-2161
Units:
Occupancy:
Walls:
Roof:
Stories:
Sq Feet:
o
I hereby ceitlfythat the 5etback distanceS proposed by this permit Ilpplicalionare accuriltl~,llnd do n'ot viohiteapPlicabIci ordinances, rules ornigillationsofthe City of
Wheat Ridge or covenants, easements or restrictions of record; t~at all measurements ShOlVD, andaliegation~ made, are accurate; that I have read and agreeto abideby
all conditions printed on t .s application, and thai I assume full responsibility for compliance with the Wheat Ridge Building Code (V.B.C.) and all other applicable
Whril .dge ordinances, work under this permit. .
o~ r(/
SIGNED DATE
ill pe it shall hpire If(A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building anthorized is suspended or
aba ned fora period of 120 days.
3 If this permit expires, a new permit may be acquired for afee of one-half-the amount nonnally required, provided no. changes have been or wiD be made in the
original plans and specifications and any suspension or abandonment basnot exceeded one (1) year. If changes aremade or ifsuspensionor abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
4 No work of any manner sball be done that will change the natUral now of water causing a drainage problem.
S Contractor shall notify the BuildiIig Inspector twenty-four (24)hours iitadvarice for all inspections arid shall receive written approval oninspeetioncllrd before
proceeding with successive phases ofthe job.
6 The issuance of a penuit or the approval of drawings and specifications Shall not be construed to be a pennitfor, nor.an approval of, any violation of the
provisions of the '" ..Codes~laW,ruleorregnlation.
W,_-7~./. ~-;
Chie ui ~"'&l:;;1;;&,." SIGNED DATE
Thursday, October 06, 2005
Page I ofl
10/03/2005 10:03 FAX 3034240495 BLlm SKY P&H
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Prope~ b~ner': ~~~ (.e~'r-ed
Property Address:' .
ConlractorLicense No.: l1e~5
.....:=.:'.::'.c~~pa~y: f>l . S
OWNER/CONTRACTOR SIGNATURE OF UNDERSTA DING AND AGREEMENT
~ 0021002
Date:
I () l? l ob
Phone :QC6 ~ - q b3 \
t fbJcl-{
I hereby certffy (hat the setback distanCl!!!i proposed by this permit application are accurate.
aod de not violate applicabllll CIIrdil"1ences. rules Dr regulatIons of the CIty of Wheat Ridge or
covenanls, IIIIE!ment5 or restridigns (If rel;;Drd: that all measuremenl$ shown, and allegations
m:1da ::lire accurate: thai I have read and 3g~e to abide by ill! CDl"lditicl'ls pfil'lted on 1t'lIs
application, Ind that I assume full responsibilit;( for compliance Wl~ the Wheat Ridge Building
Code (u.e.c,) and all olher applicabl~ ~....~ n:: OC~Ork under t~eQf' '.,.J
(OWNER)(CONT~CTOR)SIGNE!)~ ...-......1:.,. ~~
Description: \2tf\lllt- ~V\/Ut- q 0 ,00 0
~OS,DDO BTlA.
Construction Value:
Permit Fee:
Use Tax:
Total:
$0.00.
Use:
BUILDING DEPARTMENT USE ONLY
':!!lillUf-~
SIC:
Sq. Fl:
Approval:
. Zoning :
I r(SC '.": ". :;--"---11".. .)~I
ii-?!;- ',\ n:' ,.I ,~
L~.~_1_0 _~:~~~.__'
IDlIRlmlillWgmmems:t
Approval:
c.nm~lll:R~!!~I1J"Il~
Approval:
Occupancy: Walls:
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
MeChanical License No :
Company:
Expiration Date:
Approval:
Expiration Date':
Approval:
Expiration Date:
Apprciv~' :
1'1
51
(ll)
Thi$ pcrmlt Will; Issuca In ac:l:I:lrd~nl;C vttth lhI pI1?Visions Hl fOf1h In yopur applk:adon ,net Is Jubled 10 the faW$ of !he Slatcl or Cob1da and to Itla Lcnmg
8egullUons and Bu~dlnp' Code ofW,..1 RIdS!, Colol'8do fJ/ Iny 1lIther' Ip~iclbh. II;lrOinlnals of the City.
ThIs permit ,11,11 t:lF:pite if (A) 111. work al.lU\QrIled Is 1"101 COl'T1lTlCiJasod wlUlln sixty (IDI d.ys 1rtln1luUl! date Of ISI l.I'le bUildIng autr'lCWed is .ucpeMed at
abandgnld for. peiiocl of 120 dap. .
If this permit expill!.!l, . new permit may be acquired for. lee 01 one. halt Ine ;m::lunl normally reqUired. provided no changes have been or "'II be made In 1f1l11
ariginal ~l'\S and spedflCiations and.ny suspension or abandonment has not uceedec:l ""..(1)ytilt. If d1anges are made or if suspen!!llao Of ubancforvnel"lt
~tet:dt cnc (1) yur, run fecS shl. be IIl1d for a new pl!rmit.
No wont of an)' mannet shan be done Ilia, 'frill chllnge the natlJlal now of willQI' causing a dr1linsgl problem.
Contndor shslll'ltltify ahe BuiklltlQ Inspectof twel'll'l.louI (:iIl.J ftOvrs In adv:ilnCie Igt.n Insp4i!ctIl)n,s and !!Itlall reeelve wrtnen apprewl Oft Inspection C1nf befoft
._in'..... ."""'.... .hose, 01 ",.Iob.
The Issuenca 111. ~nnit Oft the 8Pllrovel of dnlwlngl IInd specltleaUol'ts ::r,111l no! tie gOn$lrood to be iI p4i!mVl for. nor II" approval or, '1Tf v1olallon of "'t prolthllOM
"r 1M building CQdes 0( In)' C1d'ler ordinance. laW. l\Ile or I'IgUlalion. .
(11
121
131
Chief Building Inspector
For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING IIIlSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO IIIlSPECTIOIll
HCjlilding Permit
CITY OF WHEAT RIDGE
7500 West 29TII Avenue
Wheatridge, CO 80033
303-235-2855
Permit Number
19075
8/4/2005
Inspection Line
3D3-234-5933
Residential Plumbing
PROPERTY 4525
Carr St
Unit:
(303) 986-9031
OWNER:
Alice Tower
Description
Replace water heater.
Iffi~~~
IFEES
IFees
IPermit Fee
ITotal Fees
I
ICONTRACTORS
IName
IPrecise PlumbinQ
I
IOue
1$34.52
1$34.52
I
I
1 License #
117152
1
IPaid
1$34.52
1$34.52
I
I
IPhone
1534 0881
City of Wheat RidaePRESCRIPTIVE ENERGY CODE
BOILERS i FURNACES A MINIMUM OF 90% AFUE
GAS WATER HEATERS A MINIMUM OF .60 ENERGY FACTOR
ELECTRIC WATER HEATERS A MINIMUM OF .93 ENERGY FACTOR
SETBACK THERMOSTAT REQUIREQ (EXCEPT HYORONIC HEAT)
R-21 WALLS . R-38 CEILINGS. R.19 CRAWLSPACES
Units:
Occupancy:
Walls:
Roof:
Stories:
Sq Feet:
o
I berehy certify that the setback distances proposed bytJili perniit application are accurate. lInd do. nDt violale applicable ordinances, rules or regulations of the (:ityilf
Wheat Ridge or covenants, easements or restrictions ofrewrd;tbat aU measurements shown, and aUegationsmade are accurate; that! baveread and agree to. abide by
aU conditions printed on this appUcation, and that I assume full respoD5lbillty for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable
Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR)
SIGNED DATE
This pennit was Issued In accordance with the proviSioD5 setforth In your application and issubject 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.
2 This permit shall expire if(A) the work authorized is not commenced within sixty (60) days from issue date or{B) thc building authorized is suspended or
abandoned for a period of120 days.
3 If this pennitexplres, a new pern~it maybe acquired fora fee of one-haIfthe amount nonnally required, provided no cbanges have been or willbe made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made orifsuspeD5ion or abandonment
exceeds one (I) year, full fea shall be paid for a uew pennit,
4 No work of any manner shall be done that will change the natnral flow of water causing a drainage problem.
S Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceeding with successive phasesufthe job.
6 The Issuance of a permit or the approval of drawings and specificatioIl.'l sball not be construed to be a permit for, nor an approval of, any violation of the
provisions of the building codes or any other ordinance, law, iule or regulation.
Chief Building Inspector
SIGNED DATE
Thursday, August 04,2005
Page 1 ofl
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)
APPUOfT10N
Building Pennit Number
Date:
Property Owner:
Property Address:
Contractor License No.:
Company:
A/lct:: 'Tc>",,-,,,,~r
4'?')" C-",/'r"" "Z
/ 7/ .:l....
Pl'~ c ls r p/Vh7 /':4 S- .:II? G-
Phone, f'r'~- ,?,p1/
Phone: ,-] ~- 0 :?" Y /
QW,,"'ERfCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hearb)' certify that 'the setback distances proposed by this permit application are
accurate, and do not violate applicable ordinances, roles or regula.tions of tile 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
:\gree to abide by all conditions printed on this applications and that I assume full
responsibility for complianCe with the Whoat Ridge Building Code (U.B.C) and
1lll other applicable Wheat Ridge Ordinances, for work under this pennit.
O',v)'=XCONTRACTOR).SIGNED~?- ~/.?:-aTE~
Construction Value: CtP(!) ,-
Permit Fee 31(; ~J...
Plan Review Fee
TTI;,lF> T~r s:..,4,. Ii. .....0(":..:..
Total 3 'I, f'J....
Description:
('~~4,a.. .vA I....r ,s...", (---,
BUILDING DEPARTMENT USE ONLY
SIC
Sq,Ft
Zoning COrt)iJJ.eltts:
Approval:
Zouing:
Buil<llng eoririt)eJits
Approval:
J:>ublio Wotll;$Q!m#i~
Approval
Occupancy
Walls:
Roof:
Stones:
ReSIdential Units:
Electrical License No:
Company
Plumbing License No:
Company:
Mechanical License No
Company:
ExpnatlOn Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval :
(;';
This pennit 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
Regulatioru and Building Code ofWhcat 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 susp"nded o.
abandoned for a pe.riod of120 days,
if this pennit expires, a new pe.rm.it may be acquired for a fee of one-half the &mount normally required. provided no changes have been or will be made ill
the original pl&IU and specifications and any susperuion or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment
exceeds one (I) year, full fees shall be paid for a new pennit.
No work of any manner shall be done that will chan&c the natural flow of water causing a drainage problem.
Contractor shall notify the Building lrnpector twenty-four (24) hours in advance for all inspectioru and shall receive written approval on inspection card before
proceeding with succeuive phases of the job
The issuance of a penn.it or the approval of drawing.! and specifications shall not be construed to be a permit for, nor an approval of, any violallon of the
?rovisions of the building codes or any other ordinance, law, role or regulation
:2;'
::3)
(4)
(,',
Chief BUllding Inspector
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number: 15305
Date: 4/7/03
Property Owner: MEGAN
Property Address: 4525 CARR ST
Contractor License No,: 18466
Company: Pride Electric Co,
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone: 423-0150
Phone: 433 1494
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 allfT) own, and allegations
made are accurate; that I have read and agree to abide by all conditions p . ted on this
application, and that I assume full responsibility for compliance h the Wh at Ridge Building
Code (U.B.C.) and all other applicable Wheat Rid anc. rwork der this permit.
(OWNER)(CONTRACTOR) SIG / / DATE ":'~/C, r-
Total:
$500,00
$30,55
$0,00
$6,00
$36.55
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
Use:
Ifg~
Description:
ELECTRICAL HOOKUP OF RADON FAN
BUILDING DEPARTMENT USE ONLY
Zonil'\~mments:
Approval :
Zoning:
B~llilJng C~nts:;
Approval:
~u6lic ~J(s Comlnlm'$:
Approval:
SIC:
Sq, Ft.:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No : 18466
Company :Pride Electric Co,
Expiration Date: 2/28/05
Approval: OK/KS
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
(4)
(5)
(6)
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Slale 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 penni! 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 penni\.
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 e f11l:P rmit the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the
prov of e des or any other ordinance, law, rule or regulation.
,
,
(1)
(2)
(3)
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVI~IOl - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number:
Date:
Property Owner: (Y/~'t" "I
Property Address: 4S;;I5 <2.:........ SA
Contractor License No, : 6 \ 8, Y ~ le
Company :?"i~'L €\~L\.."\c... C.C
Phone: '3<>"3 <f.;z3-Cl1sa
Phone: 303 Y '33 - J<-( Ify
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value: ca-
.., 2. .<'C>
Permit Fee: "..<.i' ""-'-
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.
(OWNER)(CONTRACTOR) SIGNED rJ.) .s.....JJ{/' . ,.,. DATE 'i- 7- 03
UseTax: l.r,~
Total. Ol "t 59..
Description:
E\ -e. c....~ (" ,',- c.. \
~Gk"'-"-0 "'" C Rc...JbY\
BUILDING DEPARTMENT USE ONLY
'f= c" v'\
zmjiI1~
Approval:
Zoning:
m1UdlilRBlDm'liiitit!!
Approval:
~q~I.I~l:l5!L~11I.m1i1l$.lt
Approval:
Occupancy:
Walls.
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No .
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
.Jl Plans;R~iqulredc::"1
Expiration Date:
Approval:
~ PIl(nsRelluired I
Expiration Date:
Approval:
i2lll [R'''.....W'q!.!!(@!,~.'..1
itIl c",~~~tY:~'~-""" ..><.' ., ,,,,;w.;
(4)
(5)
(6)
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 BUIlding Code of VVheat Ridge. Colorado or any other applicable ordinances of_ the City.
This permit shall eXlJlre 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
onglnal 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 causin!;j 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 jab
The issuance of a permit or the approval of drawings and specifications shall not be construed 10 be a permit for, nor an approval of, any violation of the provisions
of the bUilding codes or any other or.dtnance, law. rule or regulation
(1)
(2)
(3)
Chief Building Inspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION