HomeMy WebLinkAbout4075 Miller CourtSCOPE OF WORK
GENERAL NOTES
LEGEND AND ABBREVIATIONS
TABLE OF CONTENTS
PAGE #
DESCRIPTION
• SYSTEM SIZE: 711 UW DC, 5220W AC
• ALL WORK SHALL COMPLY WITH 20181RC/IBCIIEBC, MUNICIPAL CODE, AND ALL
SOLAR MODULES
W-1.0
COVER SHEET
• MODULES: (18) LG ELECTRONICS: LG39501C-M
MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS.
SE
SERVICE ENTRANCE
PV -2.0
SITE PLAN
• INVERTERS: (18) ENPHASE ENERGY: IWPLUS-M-2-US
• PHOTOVOLTAIC SYSTEM MILL COMPLY NTH NEC 2020.
• RACKING: SNAPNRACK RLU; RL UNIVERSAL, SPEEDSEAL
TRACK ON COMP, SEE DETAIL SNR-DC60436
• ELECTRICAL SYSTEM GROUNDING WILL COMPLY NTH NEC 2020.MP
MAIN PANEL
PV -3.0
LAYOUT
PV -3.1
MOUNTING DETAIL
..�
• PHOTOVOLTAIC SYSTEM IS UNGROUNDED, NO CONDUCTORS ARE SOLIDLY
SNR MOUNT
/ Wheat d
�
GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 890.35.
SP
SUB PANEL SNR MOUNT S SKIRT
P114.0
ELECTRICAL
PV -5.0
SIGNAGE
oe
Y COMMUNITY D[vuorw�
• MODULES CONFORM TO AND ARE LISTED UNDER UL 170M1730
APPROVEDLC
PV LOAD CENTER ® CHIMNEY
• INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741.
Revawedfar Code Co Iia/nce
• RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.SUNRUN
SM
METER 0 ATTIC VENT
/Z ,21
• SNAPNRACK RACKING SYSTEMS, IN COMBINATION NTH TYPE I, OR TYPE II
0 FLUSH ATTIC VENT
Plan, Examiner Date
MODULES, ARE CLASS A FIRE RATED.PM
DEDICATEDPVMETER
wee a tMnre ysxmweaypww°]em,.wo<JlwnoM
PVC PIPE VENT
RAPID°"em.wroroM,n,v„wm°e��eM.>+roawa°/°M.°°ewm REQUIREMENTS METMENALL
INVERTPER
a,wAe umuww°n eewmmss,.
TORS E
CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1).
CONDUCTORS NEC
INV
INVERTER(S) ® METAL PIPE VENT
peumry SO 9" outXalry I° wNMwwml rMpmvm, aIMiNMYq
P`x "SO 9"olww Baw;
® T -VENT
'°a^°'O'^^°�^°^'_°/'^•r^+=^°°'^I^•w^4
• CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G).
AC
0i
AC DISCONNECTS)
SATELLITE
•ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT.
DISH
•11.29 AMPS MODULE SHORT CIRCUIT CURRENT.
O
DC DISCONNECT(S) � FIRE SETBACKS
• 17,64 AMPS DERATED SHORT CIRCUIT CURRENT [690.6 (a) 8 690.8 (b)].
•PV INSTALLATION COMPLIES WITH THE NEC 2020 ARTICLE 690.12(8)(2).
CB
IQ COMBINER BOX _ HARDSCAPE
CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE
LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDONM INITIATION
r,
INTERIOR EQUIPMENT —PL— PROPERTY LINE
A qualified person must be present at the time of a PV electrical inspection
LJ
SHOWN AS DASHED SCALE: NTS
1) Licensed master or journeyman electrician,
sunrun
A AMPERE
AC
ALTERNATING CURRENT
2) Residential wireman
AFCI
AZIM
ARC FAULT CIRCUIT INTERRUPTER
AZIMUTH
VICINITY MAP
3)NABCEP-certified solar installer capable of testing the rapid shut down system.
COMP COMPOSITION
EC#]080,ME#600088
DC
DIRECT CURRENT
»'+=^a+••
wa°9'"a
(E)
ESS
EXISTING
ENERGY STORAGE SYSTEM
Exs wmwAVE. MWAogcoamf
Pao Eew°' Ml
J r
B e - '14
n
EXT
EXTERIOR
CUSTOMER RESIDENCE:
rAxu
n ��
INT INTERIOR
eras A,.,acoro -
<..nNue Mau-oenreQ - '"`
MAG
MAGNETIC
ERIN HOWARD
MSP
MAIN SERVICE PANEL
4075 MILLER CT, WHEAT RIDGE,
(N)
NEW
CO, 80033
MANSflean $
di-vNC In i
NTS
NOT TO SCALE
/
OC
ON CENTER
TELI307I631-1828
w -n_OM:dssage �orMre
PRE -FAB
PRE -FABRICATED
MN: 491W
�R° UNG
xcioHrs —,II
PSF
PV
POUNDS PER SQUARE FOOT
PROJECT NUMBER:
v r I,n
PHOTOVOLTAIC
_ll
_ Ows Mxf' ya. 8�-� U N
,7~ •Pi°0`.dca1"e;as? ##A
RSD
RAPID SHUTDOWN DEVICE
501 R-0]SHOWA
e
TL
TRANSFORMERLESS
DESIGNER: (415) 5606820 ex3
r
61
TYP
TYPICAL
aL ;w
AcewooO NEW Tuna renaumm -
Nes
V
VOLTS
DUSTIN BUYER
ViLuees t
. nm"
W
WATTS
SHEET
6b-
COVER SHEET
REV
NAME
DATE
COMMENTS
..,m
—. 1 r
REV:A 12/212021
-
�Veg
ww.., .Eroa... *6010e" -
PAGE
_ s>�-�;i
PV -1.0
SITE PLAN -SCALE • 3135' • 1'
F PL
PL PL
ROOF PATHWAYS
(N) ARRAY AR -04 tPLd
dtlr
PLv� PL
T
NOTES:
• RESIDENCE DOES NOT CONTAIN ACTIVE FIRE
SPRINKLERS.
ARRAY DETAILS:
IIII�IIII�yIIII • TOTAL ROOF SURFACEAREA
SO F SOFT.
I I g • TOTAL PV ARRAY AREA: AGE SO FT.
• PERCENTAGE A COVERAGE:
(TOTAL PV ARRAY AREA/TOTAL ROOF SURFACE
AREA) '100=19.6%
(E) DECK
• g
(N) ARRAY AR43
(N)ARRAY AR -M
FIRE SETBACKS
(ta° TYP)
• ROOF PATHWAYS g
IT TYP)
LPL PL PL PL PPL PL PL
(E)RESIDENCE (N)ARMY AR -01
(E) GATE
NOTE: MICRO -INVERTERS INSTALLED UNDER EACH MODULE
ROOF INFO
FRAMING INFO
ATTACHMENT INFORMATION
DESIGN CRITERIA
Max
OC
Max Landscape
Max Landscape
Max Portrait
Max Portmit
MAX DISTRIBUTED LOAD: 3 PSE
Name
Type
HeightType
Span
Spacing
Detail
OC Sparing
Overhang
OC Spacing
Overhang
COnBguralion
SNOW LOAD: 30 PSF
RL UNIVERSAL, SPEEDSEAL TACK ON
WIND SPEED:
AR41
COMP SHINGLE-RLU
1-Story
2X8 RAFTERS
24"
6'-0"
2'-4"
4'-0'
1'-10"
STAGGERED
iW MPH&SEC GUST.
11"
COMP, SEE DETAIL SNR-DC-00436
S.S. LAG SCREWS:
AR42
COMPSHINGLE-RLU
1-Story
2X6 RAFTERS
12'-3"
24"
RL UNIVERSAL, SPEEDSEAL TPACK ON COMP, SEE
6'-0"
2'-4"
4'-0'
1'-10"
STAGGERED
`'X13'2'5"MIN EMBEDMENT
STRUCTURAL NOTES:
DETAILSHR-DC-00636
• INSTALLERS SALL NOTIFY
AR43
COMP SHINGLE-RLU
1-Story
2X8 RAFTERS
12'-3"
24"
RL UNIVERSAL SPEEDSEAL TRACK ON COMP,SEE
-0"
2'-4"
4'-0'
1'-10"
STAGGERED
ENGINEER OF ANY POTENTIA
DETAIL SNR-DC-006362P
STRUCTURAL ISSUES
AR-04
COMPSHINGLE-RLU
1-Story
2X6 AFTERS
12'-4"
24"
RL UNIVERSAL SPEEDSEAL TRACK ON COMP,SEE
6'-0"
2'-4"
4'-0'
1'-10"
STAGGERED
OBSERVED PRIOR TO
DETAIL SNR-DC-00636
PROCEEDING W/
INSTALLATION.
D1-AR-0I-SCALE:
3/1S"•1'-0"
D2-AR-02-SCALE: 1/8"=1'-0"
AZIM:270'
• IF ARAV(EXCLUDING SKIRT)
IS WITHIN 12" BOUNDARY
AZIM:1800
PRCEI
B'-3"
5'-9"— 12'
PITCEIIO°
REGION OF ANY ROOF PLANE
EDGES(EXCEPT VALLEYS)13'!r—"Z��\
18'6"—
CL;ft
THEN ATTACHMENTS NEED
TO BE ADDED AND OVERHANREDUCED
VVRHINTHE I2"
BOUNDARY REGION ONLY AS
FOLLOWS:
•• ALLOWABLE ATTACHMENT
D
SPACING INDICATED
EON
PLANS TO BE REDUCED BY
D
All, All,
50%
IN, ALLOWABLE OVERHANG
INDICATED ON PLANS TO BE
8 11
—8 TYP
1/511-1 OF ALLOWABLE
O
ATTACHMENTS ACING
INDICATED ON PLANS
'
6'
TVP.—
L8..
sunrun
D3 -AR-03 - SCALE:
118" • 1'4"
04 -AR-04 - SCALE: WIV' • 1'4"
Al
EC #7080, ME 1161)0088
AZIM:900
PRCEI
PITCH:19°51rvtloi
"Ir ❑CFy
ncncomm
—5'-9"—
—9'-11'—
OQpDO
Mwugr/,9 JFo
006 WANT
"
`11x. �4
an
CUSTOMER RESIDENCE:
0056164
ERIN HOWARD
1,-511
4075 MILLER CT WHEAT RIDGE,
111'-2"
90,t. CIVIL ��'r
CO, 811033
FSS/ONPL�C'\
TEL (491)831-1828
E+P. 10131/2023
N:
qp69186
T16-TYP.—T
PROJECT NUMBER:
All
501R-075HOWA
6'TYP.
DESIGNER: (415) 5806820 ex3
DUSTIN BOYER
6"
SHEET
LAYOUT
REV:A 1221/2021
PAGE PV-3.0
SEE SITE PLAN
FOR NORTH
ARROW
SNAPNRACK RL UNIVERSAL SPEEDSEAL TRACK COMPOSITION
R(
EN
ST
FC
REVISION.
L
MOUNTING DETAIL
REV:A 72R1I2027
PV-3.1
-LYp
DESIGNER D.RYAN
JOnLt'
PAR rvUNBtIt
IIIN//'
V
NTS
V\\VII
�bNnrunwTM
DRAFTER'. B.PETERSON
SNR -DC -0 m
APPROVED BY: W.ARBUCKLE
DATE: inrzo2o
MOUNTING DETAIL
REV:A 72R1I2027
PV-3.1
OPPOSITE END
OF BUSBAR
CONDUITSCHEDULE
#
Approval Notes:
SINGLE vnc
NEUTRAL
1) PN array system to have grounding system installed per Part III of
SINGLE PHASE
NONE
(2) 12 AWG PER ENPHASE O
SERVICE
(1) 10 AWG BARE COPPER
Article 250 per 2020 NEC Article 690.47(A).
2) If LIFER ground in not available provide or verify supplemental
OXCEL
METER a:
87957599
ground rods per 2020 NEC Article 250.53(A)(3).
2
3/4"EMTOREOUIV.
3) Cold Water & Natural Gas bonding per 2020 NEC Article 250.104(A)&(B)
NONE
EXISTING
(
200A MAIN
BREAKER
(N)125A ENPHASE 10 .� J f (18) LG ELECTRONICS:
1
(END FED)
EXISTING
AC COMBINER BOX �ff �fJ f MICRO -I VER MODULES AND
WITVOYSRINTEGRATED lJJ MICRO -INVERTER PAIRS
10A ENVOY BREAKER
ti
(1) 10 AWG THHN?HWN-2
(1) 8 AWG THHNrrHWN-2
3CX-10-AMf-240-3C (16)ENPHASE
MAIN
&n.2 -ENERGY:
I0]PLUS72-2-US
~ ~
PANEL
3
JIINEQUIVA OX
2 OR EpNIVALENT 1 �' a OF
MICBRANCH
VERTER)
RTERS [A]
RANCH
!! (1) RAN OF
MIC VERTE S
MICRO -INVERTERS [B]
20A BREAKER (A]
(N) 30A
PV BREAKER
ATo
20A BREAKER [B]
OPPOSITE END
OF BUSBAR
CONDUITSCHEDULE
#
CONDUIT
CONDUCTOR
NEUTRAL
GROUND
1
NONE
(2) 12 AWG PER ENPHASE O
NONE
(1) 10 AWG BARE COPPER
CABLE BRANCH
2
3/4"EMTOREOUIV.
(2) 12 AWG PER ENPHASE O
NONE
(1) 8 AWG THHNrrHWN-2
CABLE BRANCH
EGC/GEC
3
3/4"EMTOREOUIV.
(2) 10 AWG THHNrrHWTi2
(1) 10 AWG THHN?HWN-2
(1) 8 AWG THHNrrHWN-2
EGC/GEC
MODULE CHARACTERISTICS
LG ELECTRONICS: LG395010-AS:
395 W
OPEN CIRCUIT VOLTAGE:
43.6 V
MAX POWER VOLTAGE:
37 V
SHORT CIRCUIT CURRENT:
1129A
QI WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON UNE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITM
LABEL LOCATION:
INVERTER(S). ACIDC DISCONNECT(S),
AC COMBINER PANEL IIF APPLICABLE).
PER OODECR: NEC 2020:660.13SR
nWARNING
DUAL POWER SUPPLY
SOURCES: UTILITY GRID
AND PV SOLAR ELECTRIC
SYSTEM
PER OODE(S). NEC 2020705.12(C)
Qf WARNING
POWER SOURCE OUTPUT CONNECTIO N
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
LABEL LOCATION:
ADJACENT TO PV BREAKER AND ESB
OCPD (IF APPLICABLE).
PER CODEI$)'. NEC 2020'.
705 12(B)(3)(2)
Q! WARNI
PHOTOVOLTAIC SYSTEM
COMBINER PANEL
DO NOT ADD LOADS
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER BF
APPLICABLE).
PER CODE(S): NEC 2020: 705.12(D)(2)(3)(c)
LABEL LOCATION'.
AO DISCONNEOT(6), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODOS): NEC 2020'. 69054
LABEL LOCATION'.
INSTALLED WITHIN 3OF RAPID SHUT DOM
SNATCH PER DORRIS): NEC 2020:660.56(CX2),LPC
2012:605.11.1, IFC 2016:1204.5.3
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPIDSHUTDOWN
SWRCHTOTHE^OFF"
POSIHON TO SHUT DOWN
PV SYSTEM AND REDUCE
SHOCK HAZARD IN THE
ARRAY.
g
LABEL LOCATION:
ON OR NO MORE THAT 1 M 13 FT) FROM THE SERVICE
DISCONNECTING MEANS TO WHICH THE PV SYSTEMS
ARE CONNECTED.
PER CODE(S) NEC 2020:690.56(C)
NOTES AND SPECIFICATIONS:
• SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE MEG 2020 ARTICLE
110.21 RN, UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION ON, OR
IF REQUESTED BY THE LOCAL AHJ.
• SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE
WORDS, COLORS AND SYMBOLS.
• LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
METHOD AND SHALL NOT BE WAND WRITTEN.
• LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
INVOLVED.
• SIGNS AND LABELS SHALL COMPLY WITH ANSI 2535.0.2011, PRODUCT SAFETY
SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED.
•DO NOT COVER MISTING MANUFACTURER LABELS.
CAUTION
MULTIPLE SOURCES OF POWER
\i
SOLAR PANELS AND
MICROINVERTERS ON
ROOF
IQ COMBINER BOX
SERVICE ENTRANCE AND
PV BREAKER DISCONNECT
4075 MILLER CT, WHEAT RIDGE, CO, 80033
PER CODE(S): NEC 2020: 705.10,710.10
LG395Q1C-A6
395W
LG NeON® R is powerful solar module that provides world-class
performance. A new cell structure that eliminates electrodes on
the front maximizes the utilization of light and enhances reliability
LG NeONO R Is a result of Li efforts to increase customer's
values beyond efficiency LG NeONa R features enhanced durabilRg
performance under real-world conditions, an enhanced warranty
and aesthetic design suitable for rooks.
C UL US
Features
� Roof AezMetia
LG NeW R has been designed with
aesthetics In mina: the hick of any
electrodes on the front creates an
improved, modern aesthetic
Enhanced Performance Warranty
The W Nei R has an enhanced
performance warranty. After 25 years,
LG NeON® R is guaranteed at least
91 of initial performance.
m
Alt
® 25 -Year limited Product Warranty
The Nei R Is covered by 25- year 0ofd
prwarrantyduwarnty In addition, up to $as5s of
labor costs will be covered in the rare case that
a module needs to be repaired or replaced.
® More generation per square meter
The LG Nit R has been designed W
significantly enhance in output, making
it efficient even In limited space.
When you go solar, ask for the brand you can trust: LG Solar
Mout LIG Electronics;
to a..w � ..
M ion
tee, m.
LG
ewe.. ode��.w�� m�55A,r1 Iv
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p• • nww None(p m. Ttoaa.
The *� Moni room Wei novel a,ws
lifers Good
LG NeON®R
1Q395Q1C-A6
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Data Sheet
Enphase Microinverters
Region AMERICAS
Enphase
IQ 7 and IQ 7+
Microinverters
The high-powered smart grid -ready
Enphase IQ 7 Micro'" and Enphase IQ 7+Micro"
dramatically simplify the installation process while
achieving the highest system efficiency
Part of the Enphase IQ System, the IQ 7 and
IQ 7+ Microinverters integrate with the Enphase
IQ Envoy'", Enphase IQ Battery'", and the Enphase
Enlighten" monitoring and analysis software.
IQ Series Microinverters extend the reliability
standards set forth by previous generations and
undergo over a million hours of power -on testing,
enabling Enphase to provide an industry-leading
warranty of up to 25 years.
Easy to Install
• Lightweight and simple
• Faster installation with improved, lighter two wire cabling
• Built-in rapid shutdown compliant (NEC 2014 & 2017)
Productive and Reliable
Optimized for high powered 60-celli halfcelland 72-
cell/144 half -cell modules
More than a million hours of testing
Class 11 double -insulated enclosure
OIL listed
Smart Grid Ready
• Complies with advanced grid support voltage and
frequency ride -through requirements
• Remotely updates to respond to changing
grid requirements
• Configurable for varying grid profiles
• Meets CA Rule 21 (OIL 1741 -SA)
® ' The IQ H Micro is required to
To learn more about Enphase offerings, visit enphase.com
� ENPHASE
Enphase IQ 7 and IQ 7+ Microinverters
INPUT DATA (DO)
IQ7-60-2-US
107PLUS-72-2-US
Commonly used module palnngis
235W-35OW+
235W-44OW+
Module compatibility
60 c haltcellPV modules
60-cell/120 half -cell and 72 -
249 VA
only
cell/144 halfcellPV modules
Maximum Input OC vohags
48V
60V QYIS
Peak powerlacking voltage
27V -37V
27V 45V
OperaMin/Max
16 -48V
16 -60V "
in/M xstangerty
Max
22V/48V
22V
22V
22V/60V
Max DCshort Circuit current (module lsc)
DC short circuit
15A
!-cl
139 A(208 V)
II
11
II
SHE Wi8arge ackbees urpurl
DC port bacMeetl current
68 His
OA
PV array configuration
Ix l ungrounded array; No edtltlicnal
OR Sltle protection regWretl;
OUTPUT DATA (AC)
IQ 7 Microinverter
10 T+ Microinverter
Peak output power
250 VA
MC4(or Appointed H4 UTX MI additional Q -DCC -5 adapter)
295 VA
212 mm x 175 mm x 302 man (without bracket)
Maximum continuous output power
249 VA
Coaling
290 VA
Approved for wet locations
Nominal (L-L)voltage/range'
240 V/
208V/
240V/
208V/
Environmentalcategory/UV exposure reUng
211-264V
183-229V
211-264V
18&22oV
Maximum continuous output current
l-0 A(240 V)
1,15A(208 V)
121 A(240 V)
139 A(208 V)
Nominal frequency
60 no
68 His
Extended frequency range
47-68 Hz
47-68 To
AC short circuit fault current over 3 cycles
5.8 Arms
5.8 Arms
Maximum units per 20 A(IT Q branch circuit'
16 (240 VAC)
13 (208 VAC)
13 (240 VAC)
11 (208 VAC)
Overvoltsge class AC port
III
III
AC port backmed current
18 mA
18 mA
Power factor setting
1.0
1.0
Power taprior (apit ustable)
0.85leading..0
851agging
0 85 leading..0
85 lagging
EFFICIENCY
@240V
@208V
@240V
@208V
Peak efficiency
91
9].6%
97,5%
97.3%
CEC weighted efficiency
97.0%
970%
970%
97,0%
Ambient temperature range
-4wC to+6SAC
Relative humidity range
4% to 100% (condensing)
CCnnectortype
MC4(or Appointed H4 UTX MI additional Q -DCC -5 adapter)
Dimensions(HxWxDS
212 mm x 175 mm x 302 man (without bracket)
Weight
108 an (2 3816a)
Coaling
Natural convection Robins
Approved for wet locations
Yes
Pollution degree
PD3
Enclosure
Class 11 double insulated, corrosion resistant polymeric enclosure
Environmentalcategory/UV exposure reUng
NEMA Type 6/outdoor
FEATURES
Monitoring Enlighten Manager and MyEnlighlen monitoring options.
Both options require installation of an Enfilade IQ Envoy.
Disconnecting means The AC and DC connectors have been evaluated and approved by Eforuss as the load -break
disconnect required by NEC 690.
Compliance CA Rule 21 SUIT 1741Bad
OL 621091, OL1741/IEEE1547, FCC Part 15 Class B, ICES0002Class IF
CAN/CBA-C22 2 N0.1071 Ol
This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2914, BE
2017, and NEC 2020 section 69012 and C221 2015 Rule 64 218 Rapid Shutdown of Pal System
for AC and OC conductors, when installed according manufacturer 'sinstructions
-
I No enforced Di rasa See the compeaddi barrister at
2. Namesl vocareemere can be extekedbeyond no nal 6 net red by the utility
3. Limps may vary Refer to local requirements to define thenumber of reimoerates per branch In your area.
To learn more about Enphase offerings, vises enphase.com v ENPHASE.
02020 inche=s Enemy All nghdr,owned announce, the Fnplowehas borrow IQ 7, Fences 10 71 Sunni 10111
Enpna¢eEnlighten. Fnothwe lQ Emoy, and mean tmaenana or seMcenamps are the tmdendem of Fnambe Exams lrcpne euNw+ to range 202Dua12
Data Sheet
Enphase Networking
Enphase
IQ Combiner 3C
(ki(Q-AM1-240-31C)
4L
Too learn more about Enphase offerings, visit enphase.com
The Enphase IQ Combiner 3Cs' with
Enphase IQ Envoy'" and integrated LTE -M cell
modem with 5 -year data plan consolidates
interconnection equipment into a single
enclosure and streamlines PV and storage
installations by providing a consistent, pre-
wired solution for residential applications.
It offers up to four 2 -pole input circuits and
Eaton BR series busbar assembly.
Smart
• Includes lq Envoy for ommunication
and control
• Includes LTE -M cell modem and 5 -year data plan
• Flexible networking supports Wi-Fi,
Ethernet, or cellular
• Optional AC receptacle available for PLC bridge
• Provides production metering and optional
consumption monitoring
Simple
• Reduced size from previous combiner
• Centered mounting brackets support single
stud mounting
• Supports back and side conduit entry
• Up to four 2 -pole branch circuits for 240 VAC
plug-in breakers (not included)
• 80 A total PV or storage branch circuits
Reliable
• Durable NRTL-certified NEMAtype
311 enclosure
• Five-year warranty
• UL listed
0 ENPHASE
Enphase IQ Combiner 3C
MODEL NUMBER
IQ Combiner 30 X-IQ-AM1-240-3C IQ Combiner 3C with Furnace IQ Envo
production metering (ANSI Cl2 20a/ -
cellular service
Consumption Monitoring- CT
CT -200 -SPLIT Split corecurrent transformers enable whole home consumption metering bit -2.5%).
Circuit Breakers Supporta Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 circuit breakers.
BRK-10A-2 240 Circuit breaker. 2 pole, 10A. Eaton BR210
BRK 15A2 240 Circuit breaker, 2 pole, 1 SA, Eaton BR215
BRK-20A-2E 240 Circuit breaker, 2 pole, 201 Eaton BR220
SALE 01 Power line border bomm nication bridge pair), quantity
XA PLUG 9203 Accessory receptacle for Power Line Carrier in IQ Combiner 3C (required for EPLC 01)
XA ENV-PCBA3 Replacement IQ Envoy huidred circuit board(PCB) for Combiner 3C
ELECTRICAL SPECIFICATIONS
Rating Continuous duty
System voltage 120/240 VAC 60 Hz
Eaton BR series Lumbar rel 125 A
Max. continuous current rating (output grid) 65A
Max. fuse/circuit rating (output) 90A
Branch circuits (solar and/or storage) Up to four pole Eaton BE series Distributed Generation(DG) breakers only (not included)
Max. command current rating (input from PV) 64A
Max total branch circuit breaker rating (input) BOA of distributed generatIon/ 90A with to Envoy breaker included
Production Metering CT 200 A solid core prb nstallel and wired to lQ Envoy
MECHANICAL DATA
Dimensions(WxHxD)
37..Sx49.5xl6.8nm(1475'x19.5'x663").Height is 2106'(53.5 em) with mounting brackets.
Weight
7.5 kg (16.51bs)
Ambient temperature range
-401CIo+461C(,a01tz1H1F)
Cooling
Natural mormection, plus beat shield
Enclosure environmental rating
Outdoor,NRTL-certified, NEMA type 3R, polycarbonate Construction
Wire sizes
. 20 A W AU A breaker imputs: tato 4AWG copper conductors
• 60A breaker branch input: 4 to VO AWG copper conductors
• Main lug combined output: 10 to 2/O AWC copper conductors
• Neutral and ground', alto 1/0 copper conductors
Always follow local code requirements for conductor sizing.
Altitude
To 2000 meters (6.560 feet)
INTERNET CONNECTION OPTIONS
Integrated VA -Fl
802.11moun
Ethernet
Optional, 802 3, Cat5E(or Cat S) UTP Ethernet cable (not included)
Cellular
Optional. CELLMODEM 01(3G) or CELLMODEM-03(4G) or CELLMODEM-Ml(4G based LTEM)
(not included)
COMPLIANCE
Compliance, Combiner
UL 1741
CAN/CSA C222 No. 107.1
47 CFR, Part 15, Class K ICES 003
Production metering: ANSI C12 20 accuracy class LIS (PV pductlon)
Compliance, IQ Envoy
UL 60601.1/CANCSA 22 2 No. 610109
1 Consumption mon Poring is required for Enphase
Storage Systems.
air a
To learn more about Enphase offerings, visit enphase.com
4
®2019 Create Energy AIIdgMnmerver At tratlenurk5 cr
brei this document are registered by their immune, moue e- q A
2019-0531
9a.LJ
IMV EV projects@evengineersnet.com
� ENGINEERS http://www.evengineersnet.com
12/22/2021
RE: Structural Certification for Installation of Residential Solar
ERIN HOWARDA076 MILLER R, WHEAT RIDGE, CO 80033
Attn: To Whom It May Concern
276-220-0064
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of
the PV system to existing roof framing. From the field observation report, the roof is made of Composite
shingle roofing over roof plywood supported by 2X6 Rafters at 24 inches. The slope of the roof was
approximated to be 19 degrees.
After review and based on our structural capacity calculation, the existing roof framing has been determined
to be adequate to support the Imposed loads without structural upgrades. Contractor shall verify that
existing framing is consistent with the described above before install. Should they find any discrepancies, a
written approval from SLID is mandatory before proceeding with install. Capacity calculations were done in
accordance with applicable building codes.
Code
2018 International Residential Code(A$CE 7-16)
Risk category
pppp0
pig NWNeySFO
II Wind Load
Roof Dead Load
Dr
10 psf
PV Dead Load
DPV
3 psf
Roof Live Load
Lr
20 psf
Ground Snow
S
30 psf
If you have any questions on the above, please do not hesitate to call.
(component and Cladding)
V 107 mph
Exposure C
LICpN
Sincerely,
pppp0
pig NWNeySFO
C
Vincent Mwumvaneza, P.E.
ppssiaa
EV Engineering.
g & LLC
s.�
'0e
Proiectstmeyeneineersnet.com
s/aNPIE
http://www.eveneineersnet.com
EXP:10/31/2023
(component and Cladding)
V 107 mph
Exposure C
=- EV projects@evengineersnetmm
w� ENGINEERS http://www.evengineersnet.com
Structural Letter for PV Installation
Date: 12/22/2021
Job Address:'AMVMWR CT
WHEAT RIDGE, CO 80033
Job Name: ERIN HOWARD ad
276-220-0064
Scope of Work
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of
the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per
manufacturer's approved installation specifications.
Table of Content
Sheet
Cover
Attachment checks
Snow and Roof Framing Check
Seismic Check and Scope of work
Engineering Calculations Summary
Code
2018 International Residential Code (ASCE J-16)
Risk category
II
Roof Dead Load
Dr
10 psf
PV Dead Load
DPV
3 psf
Roof Uve Load
Lr
20 psf
Ground Snow
S
30 psf
Wind Load
(component and Cladding)
V
10] mph
Exposure
C
2 NDS for Wood Construction
V �pMWaq qi~�n� CITY er
Sincerely, nn5616C
4`C
�O CMI 1
Vincent Mwumvaneza, P.E. �'sr4RpIHC'v
EV Engineering, LLC
Proiects(aleyeneineersnetcom E%P:10/31/2023
http://www.evengineersnet.com
=- EV projects@evengineersnet.com 276-220-0064
� ENGINEERS hftp://www.evengineersnet.com
Wind Load Cant.
Risk Category= II
Wind Speed (3s gust), V= mph ASCE 7-16 Figure 26.5-16
Exposure =
Kn= 1.0 ASCE 7-16 Sec 26.8.2
K,=- ASCE 7-16 Table 26.10-1
Ku= 0.85 ASCE 7-16 Table 26.6-1
Ke= 1.00 ASCE 7-16 Table 26.9-1
cli 0.00256K,K,rKaK,V7= 21.14 psf
Pitch =k11
Degrees
YE=Conservatively assuming all exposed
Y,conservatively assuming 10 ft2 effective area
y Ips' (w) zonaiize) zona(2r, 2n) Zone(30) aonel3r)
Fig. 30-3-2 GCS -1.1 -2 -2 -2.4
E9. Z9.4-7 P=9n(GCp)(yE)IY,)= -27.90 -50]3 -50.73 -60.88
GCp 0.5 Figure 30.3-2
P=tlh(GC,)(YF)(Y,)= 12.68 Equation 29.4-7
Rafter Attachments: 0.6Da0.6W (CD=1.61
Connection Check
Attachement max. spacing=
ft
2 66 lbs/in Table 12.2A -NDS
Lag Screw Penetration
2.5 in DFLAssumed
Prying Coefficient
1.4
Allowable Capacity=
76016s
Zone Trib Width Area (ft)
Uplift(Ibs) Down(Ibs)
Zone(1,3e) 6 19.5
271.2 229.4
Zone(zr, Zn) 6 9.8
235.7 229.4 �aF
Zonel3e) 6 9.8
235.7 229.4
Zone(3r) 6 9.8
280.3 229.4
Conservative Max-
280.3 < 760
CONNECTION IS OK
1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind
upliftgoverns
2. Embedment is measured from the top of the framing
member to the tapered tip of a lag screw.
Embedment in sheading or other material does not
count.
=V EV projects@evengineersnet.com
� ENGINEERS http;//www.evengineersnet.com
. "..,
-30
74 pIf
C,
Mdo,
pg=.,.
psf
Mallowable = Sx x Fb'(wind)=
1357 lb -ft >
C, = 0.9
Load Case: DL+S
F, =
900 psi
C, = 1.1
67 pIf
1.0
Mdo
I, = 1.0
0.85
Mallowable = Sx x Fb'(wind)=
975 lbft>
pr= 21
psf
N/A
N/A
pftm.= 30.0
psf
2.88
Max Moment, M,=wL°/8= 986 lb -ft
p,= 30
psf
CS=
0.9 51 nit
Max Length, L =
Shear= 229.4lbs
1.0
able Span)
Tributary Width, WT=
N/AA
24 in
456 lb
Dr=
Member Capacity
10 psf
20 pit
PVDL=
N/A
3 psf
6 pIf
Load Case: UL .7 [0.6W+S
0.751Pnet+Psi+Pmcos(B)+Por=
74 pIf
C,
Mdo,
102316 -ft
C,
Mallowable = Sx x Fb'(wind)=
1357 lb -ft >
1023 lb -ft OK
Load Case: DL+S
F, =
900 psi
Ps+Pecos(B)+Po,=
67 pIf
1.0
Mdo
921 lb -ft
0.85
Mallowable = Sx x Fb'(wind)=
975 lbft>
921 lb -ft OK
Load Case: DLQ.6W
N/A
N/A
Pnet+PmcoslBl+Pv,=
71.3 pIf
2.88
Max Moment, M,=wL°/8= 986 lb -ft
Mallowable = Sx x Fb'(wind)=
1357 lb -ft >
986 lb -ft OK
Pv max
Shear= 229.4lbs
1.0
Shear, V,=wL/2+Pv Point
Load= 390 lbs
N/AA
Max Shear, V,=wL/2+PV Point Load=
456 lb
Em,,,=
Member Capacity
N/A
N/A
DFA No.2
N/A
1.76
276-220-0064
2X6
Design Value
C,
C,
Q
C,
KF
Cl�FN
Section Modulus, Sm=
Adjusted Value
F, =
900 psi
1.0
1.3
1.0
1.15
2.54
0.85
1346 psi
F, =
180 psi
N/A
N/A
1.0
N/A
2.88
0.75
180 psi
E=
1600000 psi
N/A
N/A
1.0
N/A
N/A
N/AA
1600000 psi
Em,,,=
580000 psi
N/A
N/A
1.0
N/A
1.76
0.85A
580000 psi
Depth, d =
5.5 in
Width, b=
1.5 in
Cross-Sectonal Area, A=
8.25 in
Moment of Inertia, Im=
20.7969 in
Section Modulus, Sm=
7.5625 in'
Allowable Moment, M,n=Fe Sa=
847.916 -ft
Allowable Shear, Va11=2/3F,'A=
990.0 Ib
DCR=M„/M,ii= 0.86<1 Satisfactory
DCR=V,/Vzn= 0.42<1 Satisfactory
= EV projecn@evengineersnet.com 276-220.0064
ENGINEERS http;//www.evengineersnet.com
=-EV projects@evengineersnet.com 276-220,0064
ENGINEERS http;//www,evengineersnet.com
Siesmic Loads Check
Roof Dead Load
1 10
psf
%or Roof with Pv
19.6%
Dpv and Racking
3
psf
Average Total Dead Load
10.6
psf
Increase in Dead Load
2.9% OK
The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and
therefore no further seismic analysis is required.
Limits of Scope of Work and Liability
We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -
ERIN HOWARD. The analysis was according to applicable building codes, professional engineering and design
experience, opinions and judgments. The calculations produced for this Structures assessment are only for the
proposed solar panel Installation referenced in the stamped plan set and were made according to generally
recognized structural analysis standards and procedures.
IMV EV projects@evengineersnet.com
� ENGINEERS http://www.evengineersnet.com
12/22/2021
RE: Structural Certification for Installation of Residential Solar
ERIN HOWARDA076 MILLER R, WHEAT RIDGE, CO 80033
Attn: To Whom It May Concern
276-220-0064
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of
the PV system to existing roof framing. From the field observation report, the roof is made of Composite
shingle roofing over roof plywood supported by 2X6 Rafters at 24 inches. The slope of the roof was
approximated to be 19 degrees.
After review and based on our structural capacity calculation, the existing roof framing has been determined
to be adequate to support the Imposed loads without structural upgrades. Contractor shall verify that
existing framing is consistent with the described above before install. Should they find any discrepancies, a
written approval from SLID is mandatory before proceeding with install. Capacity calculations were done in
accordance with applicable building codes.
Code 2018 International Residential Code(A$CE 7-16)
Risk category
II Wind Load
(component and Cladding)
Roof Dead Load Dr
10 psf
V 107 mph
PV Dead Load DPV
3 psf
Exposure C
Roof Live Load Lr
20 psf
Ground Snow S
30 psf
If you have any questions on the
above, please do not hesitate to call.
LICpN
Sincerely,
pppp0
pig NWaeySFO
C
Vincent Mwumvaneza, P.E.
ppssiaa
EV Engineering.
g & LLC
s.�
'0e
Proiectstmeyeneineersnet.com
s/NNPLE
http://www.eveneineersnet.com
EXP:10/31/2023
=- EV projects@evengineersnetmm
ENGINEERS http://www.evengineersnet.com
Structural Letter for PV Installation
Date: 12/22/2021
Job Address:'AMVMWR CT
WHEAT RIDGE, CO 80033
Job Name: ERIN HOWARD ad
276-220-0064
Scope of Work
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of
the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per
manufacturer's approved installation specifications.
Table of Content
Sheet
Cover
Attachment checks
Snow and Roof Framing Check
Seismic Check and Scope of work
Engineering Calculations Summary
Code
2018 International Residential Code (ASCE J-16)
Risk category
II
Roof Dead Load
Dr
10 psf
PV Dead Load
DPV
3 psf
Roof Uve Load
Lr
20 psf
Ground Snow
S
30 psf
Wind Load
(component and Cladding)
V
10] mph
Exposure
C
2 NDS for Wood Construction
�kuwuq eys'`o
Sincerely, oasaisa'
�a qnc a
Vincent Mwumvaneza, P.E. �'aYaxpla�\ ZYV
EV Engineering,LLC
Proiects(aleyeneineersnetcom E%P:10/31/2023
http://www.evengineersnet.com
=- EV projects@evengineersnet.com 276-220-0064
� ENGINEERS hftp://www.evengineersnet.com
Wind Load Cont.
Risk Category= II
Wind Speed (3s gust), V= mph ASCE 7-16 Figure 26.5-16
Exposure =
Kn= 1.0 ASCE 7-16 Sec 26.8.2
K,=- ASCE 7-16 Table 26.10-1
Ku= 0.85 ASCE 7-16 Table 26.6-1
Ke= 1.00 ASCE 7-16 Table 26.9-1
cli 0.00256K,K,rKaK,V7= 21.14 psf
Pitch =k11
Degrees
YE=Conservatively assuming all exposed
Y,conservatively assuming 10 ft2 effective area
y Ips' (w) zonaiize) zona(2r, 2n) Zone(30) aonel3r)
Fig. 30-3-2 GCS -1.1 -2 -2 -2.4
E9. Z9.4-7 P=9n(GCp)(yE)IY,)= -27.90 -50]3 -50.73 -60.88
GCp 0.5 Figure 30.3-2
P=Qh(GC,)(YF)(Y,)= 12.68 Equation 29.4-7
Rafter Attachments: 0.6D40.6W (CD=1.61
Connection Check
Attachement max. spacing= ft
2 66 lbs/in Table 12.2A-NDS
Lag Screw Penetration 2.5 in DFLAssumed
Prying Coefficient 1.4
Allowable Capacity= 76016s
Zone Trib Width Area (ft) Uplift(Ibs) Down(Ibs)
Zore(1,3e) 6 19.5 271.2 229.4
Zone(zr, Zn) 6 9.8 235.7 229.4
Zonel3e) 6 9.8 235.7 229.4
Zone(3r) 6 9.8 280.3 229.4
Conservative Max- 280.3 < 760
CONNECTION IS OK
1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind
upliftgoverns
2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw.
Embedment in sheading or other material does not count.
=V EV projects@evengineersnet.com
� ENGINEERS http;//www.evengineersnet.com
...,
-30
Design Value
pg=.,.
C,
psf
C, =
0.9
Cl�FN
C, =
1.1
Allowable Moment, M,n=Fe Sa=
1, =
1.0
1.0
p,=
21
psf
paam. =
30.0
psf
p,=
30
psf
Max Length, L =
Tributary Width, WT=
Dr =
PVDL =
Load Case: UL .75(0.6W+S)
O.75(Pnet+Ps)+ Pmcos(B)+PD,=
Mdo,
Mallowable = Sx x Fb'(wind)=
Load Case: DL+S
CS= 0.9 51 pIf
24 in
10 psf 20 pit
3 psf 6 pIf
74 pIf
1023 Ib -ft
1357 Ib -ft > 3023 Ib -ft OK
276-220-0064
Ps+Pecos(B)+PD,= 67 pIf
Mdo 921 lb -ft
Mallowable = Sx x Fb'(wind)= 97516 -ft > 921 lb -ft OK
Load Case: DLQ.6W
Pnet+Pmcos(B)+PD,= 71.3 pIf
Max Moment, M,=wL°/8= 986 lb -ft �Or
Mallowable = Sx x Fb'(wind)= 1357 lb -ft > 986 lb -ft OK
Pv max Shear= 229.4lbs
Shear, V,=wL/2+Pv Point Load= 390 lbs g�qA
Max Shear, V,=wL/2+PV Point Load= 45616
Member Capacity
DFA No.2
2%6
Design Value
C,
C,
Q
C,
KF
Cl�FN
Section Modulus, Sm=
Adjusted Value
Allowable Moment, M,n=Fe Sa=
F, =
900 psi
1.0
1.3
1.0
1.15
2.54
0.85
1346 psi
F, =
180 psi
N/A
N/A
1.0
N/A
2.88
0.75
180 psi
E=
1600000 psi
N/A
N/A
1.0
N/A
N/A
N/AA
1600000 psi
Em,,,=
580000 psi
N/A
N/A
1.0
N/A
1.76
0.85A
580000 psi
Depth, d =
5.5 in
Width, b=
1.5 in
Crass -Seasonal Area, A=
8.25 in
Moment of Inertia, Im=
20.7969 in
Section Modulus, Sm=
7.5625 in'
Allowable Moment, M,n=Fe Sa=
847.916 -ft
Allowable Shear, Va11=2/3F,'A=
990.0 Ib
DCR=M„/M,ii= 0.86<1 Satisfactory
DCR=V,/Vzn= 0.42<1 Satisfactory
= EV projecn@evengineersnet.com 276-220.0064
ENGINEERS http;//www.evengineersnet.com
=-EV projects@evengineersnet.com 276-220,0064
ENGINEERS http;//www,evengineersnet.com
Siesmic Loads Check
Roof Dead Load
1 10
psf
%or Roof with Pv
19.6%
Dpv and Racking
3
psf
Average Total Dead Load
10.6
psf
Increase in Dead Load
2.9% OK
The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and
therefore no further seismic analysis is required.
Limits of Scope of Work and Liability
We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -
ERIN HOWARD. The analysis was according to applicable building codes, professional engineering and design
experience, opinions and judgments. The calculations produced for this Structures assessment are only for the
proposed solar panel Installation referenced in the stamped plan set and were made according to generally
recognized structural analysis standards and procedures.
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: L,
Job Address: 40t5 W L--L.-i� C'T-
Permit Number: Q%Q( j 0,44,4�0
T
❑ No one available for inspection: Time 2 AM�'}N
Re -Inspection required: Yes(No)`--'`
When corrections have been made, call fqr r -inspection t 303-:234-5—.9133
Date: )-,?,b i { ))77_
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: h
Job Address:
Permit Number: b / 4 c/ t/ 6
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: ! Inspector: +p
DO NOT REMOVE HIS NOTICE
City of Wheat Ridge
Residential Roofing PERMIT - 201704440
PERMIT NO: 201704440 ISSUED: 07/19/2017
JOB ADDRESS: 4075 Miller CT EXPIRES: 07/19/2018
JOB DESCRIPTION: Residential Re -roof to TEAR OFF 1 LAYER AND INSTALL 15 SQ GAF TIMBERLINE
asphalt shingles with ROOF DECKING 15SQ 6/12 PITCH HOUSE
*** CONTACTS ***
OWNER (720)385-5489 BELFOR
SUB (303)296-8551 Production 019898 AVI, Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,706.00
FEES
Total Valuation 0.00
Use Tax 119.83 1 D
Permit Fee 140.90N" 1%
** TOTAL ** 260.73 _
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are
required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and
water shield is required. Eave and rake metal is required. A ladder extending 3 feet above
the roof eave and secured in place is required to be provided for all roof inspections.
Roof ventilation is required to comply with applicable codes and/or manufacturer
installation instructions, whichever is more stringent. In order to pass a final inspection
of elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer technical representative stating that "the application of the roof at (project
address) has been applied in accordance with the installation instruction for (roof
material brand name) roof covering" is required to be on site at the time of final
inspection.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
City of Wheat Ridge
Residential Roofing PERMIT - 201704440
PERMIT NO: 201704440 ISSUED:
JOB ADDRESS: 4075 Miller CT EXPIRES:
JOB DESCRIPTION: Residential Re -roof to TEAR OFF 1 LAYER AND INSTALL
asphalt shingles with ROOF DECKING 15SQ 6/12 PITCH
07/19/2017
07/19/2018
15 SQ GAF TIMBERLINE
HOUSE
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 attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all work two be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
17
Signature of OWNER or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief in,
Official and maybe subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4, No work of 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 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 issua ranting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable co i anreg ati 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.
Dan Schultz '-f `1 L4 c)
From: no-reply@ci.wheatridge.co.us
Sent: Tuesday, July 11, 2017 9:32 AM
To: Permits CommDev
Subject: Online Form Submittal: Residential Roofing Permit Application
Categories: Gina
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
residential roof?
How many dwelling units
are on the property?
Yes
Single Family Home, Duplex
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
4075 Miller Ct
Belfor
303425970
Field not completed
Do you have a signed Yes
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
CONTRACTOR INFORMATION
Contractor Name Cara Meyer
Contractor's License 19898
Number (for the City of
Wheat Ridge)
Contractor Phone 3032968551
Number
Contractor Email Address production@aviroofing.com
Retype Contractor Email production@aviroofing.com
Address
DESCRIPTION OF WORK
Are you re -decking the Yes
roof?
Description of Roofing
Material
Select Type of Material:
If "Other" is selected
above, describe here:
How many squares of the
material selected above?
Does any portion of the
property include a flat
roof?
If yes, how many squares
on the flat roof?
Tear off 1 of 1 layers and install 15 sq of Gaf Timberline.
Asphalt
Field not completed.
15 sq
No
Field not completed
TOTAL SQUARES of all 15
roofing material for this
project
Provide additional detail 6/12 / house
here on the description of
2
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract 5706
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant Cara Meyer
Email not displaying correctly? View it in your browser.
3
PHONE: 303-296-8551 E-mail: office@aviroofing.com
www.aviroofing.com
�
AVI.q FAX: 303-296-8557
Name: BELFOR CELL# 0 Home Phone: 303-425-9700 Email: 0.00
Billing Address: 5085 KALAMATH ST DENVER CO 80221
Job Address: 4075 MILLER CT WHEAT R CO 80033
AVI Roofing, Inc. ("Contractor') agrees, subject to the Additional Terms and Conditions on the reverse side of this Proposal & Agreement, to furnish all materials, labor and equipment necessary for the work
specified below located at the address stated above:
DESCRIPTION OF WORK TO BE PERFORMED AND MATERIALS TO BE SUPPLIED:
15.00 sqs GAF TIMBERLINE COLOR 0.00
Shingle Manufacturer and Field Squares
4 bundles SEAL A RIDGE H&R 12" X 25'
Ridge Type
30 ears
Manufacturers Warranty y
AVI Workmanship Warranty 5 years
Tear off existing roof layers and haul away 1 layers
Install base felt 2 rolls RINO
replace flashings 2 each
Remove and plumbing
Install all new roof vents 2 each DURAFLO WP 50
Install valley material 2 rolls 90LB
Install 2 X 2 rake flashing 184 feet WHITE
Install 2 X 4 eave flashing 119 feet WHITE
Corrigated metal panels 24 each
furnished by AVI
Permit
SPECIAL INSTRUCTIONS:
this contract within 72 hours of the date signed on this contract.
1 The Home Owner has a 3 day right of recision to cancel
date is . The job should take at total of days.
2 The approximate work start
3 The price on this contract does not include Lead Mitigation.
is deterioated AVI will remove and replace it with your approval at an additonal .
4 Decking will be inspected after the roof is torn off and if material
s
CONTRACT PRICING:
RE -ROOF PRICE:
GUTTERS'
GUTTERS 133 DOWNSPOUTS 40 51NCH
TOTAL CONTRACT PRICE: F'
Payments to be made as follows: 50% is due upon delivery of materials. The balance is due upon completion of work.
y
All money collected prior to the job starting will be held in a separate account until the job is at least 50% complete.
i
If payment is made by credit card a 5% service charge will apply.
d
Replacement of deteriorated decking, fascia boards; roof jacks, ventilators, flashing or other materials, unless otherwise stated in this Proposal & Agreement are not included and will be charged as an ea
any replaced wood and / or metal. The contrac
basis. Owner is responsible for removal of all outdoor furniture, awnings, or other outdoor fixtures prior to the start of the Work. Owner to prime and paint
to harmless this material in the event that such material is d
le render
perform work relating to asbestos or polychlorinated biphenyl (PCB). Owner will be responsible for the additional cost of removal or cost
)
the expiration date is extended in writing by the contractor and this Proposal & Agreement
is thereafter accepted by
Agreement will expire in ten (10) days from date unless accepted writing within that time Owner, unless
with costs in effect at that time. All proposals are subject
to approval of Contractor's
Owner before the extended expiation date. Also, after 10 days from the date below, Contractor reserves the right to revise its price in accordance
Management.
and are hereby accepted. AVI Roofing, Inc. is authorized to do the work as specified.
The above prices, specifications and conditions are satisfactory
ACCEPTANCE OF PROPOSAL:
This agreement made this day of 20
l/
Date
Customer Signature
I have read and understand the Additional Terms and Conditions are part of this Proposal & Agreement.
By signing this agreement
MIKE DANCAUSE
05/18/17
Date
Salesmen Signature
5085 KALAMATH ST.
DENVER CO 80221
PHONE: (303) 425-9700
FAX: (303) 425-9499
VENDOR 962295
AVI, Inc
1290 E. 58th Ave
Denver CO 80219
ORDERED BY
SCHEDULED START
ACTUALSTART
SCHEDULED FINISH
ACTUAL FINISH
DESCRIPTION
Roofing repairs per invoice
Notes/Special Requests:
PO NUMBER 201931
ORDER DATE 06/16/2017
REQUESTED DATE 06/16/2017
SHIP TO KREISLER, SKYE
4075 MILLER COURT
WHEAT RIDGE CO 80033
JOB NUMBER
JOB NAME
DIVISION
ESTIMATOR
PROJECT MANAGER
DELIVERY TERMS
101049489
KREISLER, SKYE
10 YEAR
McArthur, Craig
Kindell, Hank
DESTINATION
Non -Taxable Amount
Taxable Amount
Sales Tax - 0%
Total Order
This Subcontract Order and any attachment to this Subcontract
Order will covenant to those terms and conditions on
BELFOR's Master Subcontractor Agreement and/or Work
Agreement by and between BELFOR and above subcontractor. AUTHORIZED BY BELFOR REPRESENTATI
SUBC NTRACTOR SIGNATURE
R5543510
17
DATE
WINDOW WELL DETAIL.
CASEMENT WINDOW MIN
FULLY OPEN
BASEMENT WALL LADDER REQUIRED
IF
44' DEEP ELL IS OVER
mmmm��
CONCRETE4* X 4' 1/4' WELDED STEEL FRAME,
INSERT FRAME INTO CONCRETE FROM
OUTSIDE AND SEAL FLANGES
WITH RESILIENT SEALER,
ATTACH TO
FASTENERS.1/4' CONCRETE
7. 4
3" MIN ENI VIES/ OF FRAME
F7
r
EXTENDED CUTOUT-//
FRAMEWHEN NECESSARY
USE MULTIPLE SETS OF 4* LONG STEEL SHIMS
TOTALING 12' IN WIDTH BETWEEN FRAME AND
ORIGINAL WINDOW FRAME, OR ,
FRAMEAND CONCRETE, TO FORCE BOTTOM
OF NEW FRAME AGAINST BOTTOM OF
CONCRETE CUTOUT, OR BETWEEN BOTTOM
OF
0' MIN
/-53 SO FT
MIN
29.25'
37.2
47.5' ,P'
44" g MAX '—FRAME FACE VIEW OF FRAME
EGRESS WINDOW DETAIL KEEP TOP AND SIDES OF ORIGINAL
FLOOR GR WINDOW FRAME IN PLACE, DO NOT
THIS DESIGN MEETS THE FOLLOWING REQUIREMENTS CHANGE OR REMOVE ANY
1. 2009 & 2012 IRC/IBC FOUNDATION WALL OR STRUCTURAL
. IID mph EXP C WIND FRAMING ABOVE WINDOW
. 35 sec. GUSTS
4. ROOF SNOW LOAD 30 l./sq ft
. GROUND SNOW LOAD 423 tioJsq ft
. SEISMIC D MCaCIRY DF�BA�SEMENT ERE WT9lW IIET�L
4075 MILLER COURT
W IE TRIDGE, C .
SIZE FSCM NO, DWG
A
REV
MC -001 ___[IA
sHEr 1 OF 1
11 x.114 "it, 1' a lk—is R.d l;s '4,J.I It #! 1
'Buildin
.. InspectionDivision
7500 W. eRidge,Q1 80033
Office:• e
• r
Building Permit Application
Property Address: m,')1tP-
1 • # •sem .•♦
City, State, i
2Z,
i
Architect/Engineer E -mai sV --3C" W _ _. 16__
.
r � �
a
Plumbing-
Mechanicat
Complete all infonnation on BOTH sides of this form
!- o�j�j (Check all that apply)
0 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>,• shed, deck,
A A w r* A ae*• : yp or w A
CEMENT
PLUMBING !! AALIANCE REPA
7IR o
ELECTRICALr REPLACMENT
SYSTEMIAPPLIANCE
REPAIR
Ilb AR o REPLACEMENT
r. r. r _.
mount of Materials to -used, etc.) -° v\ I? Iv a v p V 1
+^ , � .A I
.r°
97
AW SA-ewOv
Sq. RAY aws _w Gaffons
Arnim
ProlaO Value: (Contract value or the cost of I#materialsarta labor included in the ft project)
tit
OWNERYCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this pe nit application are accurate anad do not violate applicable ordinances males or
regulations of the City of Wheat Ridge or covenants, easements or restrictions, ofrecord; that all measurements shown and allegations made are
accurate that I have read andagree to abide by all conditions printed on this application cation Haat l assume full responsibility for compliance
with applicable City of Wheat Ridge cmits, and ordinances for work umler aky permit issued hucnd can this application„ that I am the legal owner
or have been authorized by die legal owner of the property to perfonn the described work and atn also authorized by the legal owner of any
entity included on this application to list dial ctityy on this application,
C RCIX, ONE, (OWNER) (CONTRACTOR) CTO) rax° ( HORI .:isRFI'III FNfATI ) of (OWNER) (CONTRACTOR)
WINDOW WELL DETAIL
CASEMENT WINDOW 0* MIN
FULLY OPEN--,,
26' X 44` OPENING
4' X 4' 1/4' WELDED STEEL FRAME.
INSERT FRAME INTO CONCRETE
#UTSIDE AND SEAL FLANGES
WITH RESILIENT SEALER.
ATTACH TO CONCRETE WITH
1/4' CONCRETE FASTENERS,
4"
36' MIN END VIEW OF FRAME
F7
p t
i
} y
L. _ 4
EXTENDED CUTOUT
NECESSARYWHEN
FRAMEUSE MULTIPLE SETS OF 4* LONG STEEL SHIMS
TOTALING 12' IN WIDTH BETWEEN
ORIGINAL
CONCRETE,AND
OF NEW FRAME 1 i BOTTOM O
BOTTOMCONCRETE CUTOUT, OR BETWEEN
OF FRAME O
R
Is
44- 1 MAX --FRAME FACE VIEW OF FRAME
GE SS WINNOW DETAIL KEEP TOP AND SIRES OF ORIGINAL
FLOOR WINDOW FRAME IN PLACE. DO NOT
THIS RESIGN MEETS THE FOLLOWING REQUIREMENTS CHANGE OR REMOVE ANY
L 2009 & 2012 IRC/IBC FOUNDATION ATION WALL OR STRUCTURAL
. 110 mph EXP C WINK FRAMING ABOVE WINDOW
3, 35 sec. GUSTS
4, ROOF SNOW LOAD 30 Lb'/ q ft
. GROUND SNOW LOAD 42,9 (lo,/sqt
. SEISMIC DESI TEGI RY . �tF BASEMENT EGRESS WINDOW
4075 MITER COURT
W EATRIDGE k CO
si=NO.� O. REV
:MC -001 ,q
SCAB, 1/4" V CRATE s MAR 2015 SHEET 1 0F° I
WINDOW WELL DETAIL
CASEMENT WINDOW " MIN
FULLY OPEN
LADDER REQUIRED
BASEMENT WALL IF Wn CMI OVER
azlmmo��
4' 1/4' WELDED STEEL • #
INSERT FRAME
# CONCRETE FROM
OUTSIDE AND # FLANGES
WITH RESILIENT SEALER.
ATTACH CONCRETE
1/4' CONCRETE FASTENERS,
3" IN END VIEW OF FRAME
E
F-1
1
t e
r
L 8
EXTENDED CUTOUT �/
Mum
NECESSARYWHEN
TOTALINGUSE MULTIPLE SETS OF 4' LONG STEEL SHIMS
1 BETWEEN FRAME
AND
ORIGINAL FRAME,ORFRAME
AND CONCRETE, TO FORCE BOTTOM
OF *# AGAINST BOTTOM
CONCRETE CUTOUT, OR BETWEEN BOTTOM
OF FRAME AND CONCRETE,
i
44- 1 MAX•#
H
FLOOR EGRESS WINDOW DETAIL KEEP TOP AND SIDES OF ORIGINAL
WINDOW FRAME IN PLACE. DO NOT
THIS DESIGN MEETS THE FOLLOWING REQUIREMENTS CHANGE OR REMOVE ANY
L 2009 & 2012 IRC/IBC FOUNDATION WALL OR STRUCTURAL
, 110 mph EXP C WIND FRAMING ABOVE WINDOW
3. 35 sec. GUSTS
. ROOF SNOW LOAD 30 (b./sq (b./sFt
G. GROUND SNOW IUAII 4. (b,/sq Ft
, SEISMIC DE TZGORY E E6 T EGRESS Cl i ETAI
4075 MILLER COURT
ETiE, CO
SIZE FSCM NO. DW NO. REV
.
' Sc � E �� a ,TE a SHEET I OF I
INSPECTION RECORD Occupanc
°'INSPECTION LINE (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
I Call by 3:00 PM to receive inspection the following business day.
/ - 7 � j i/ 019 E l t; n /Ul n ('a i .-
Uvv. IA
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS
COMMENTS:
Footings /Caissons
Stemwall / (CEG) Concrete
Encased Ground
y
Reinforcing or Monolithic
Weatherproof / French Drain
Sewer Service Lines
Water Service Lines
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
CONCRETE SLAB FLOOR
Electrical
Heating (Underground)
ROUGHS
Sheathing
Lath /Wall tie
Mid -Roof
y
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
Rough Mechanical
* * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION
OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
CVIIVV
Framing
Insulation
Drywall Screw
i
FINALS
Electrical
Plumbing
Mechanical
Roof
Building Final
Fire Department
R.O.W & Drainage
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
Parking & Landscaping
* * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION
OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
" 1 City of Wheat Ridge
-ter
► J Residential Electric PERMIT - 110586
PERMIT NO: 110586
ISSUED:
05/23/2011
JOB ADDRESS: 4075 MILLER CT
EXPIRES:
05/22/2012
DESCRIPTION: 200 amp service upgrade
* ** CONTACTS * **
owner 303/525 -7203 Wesly St. John
sub 303/424 -9733 John Basil
01 -8765
Basil Electric
** PARCEL INFO **
ZONE CODE: UA
USE:
UA
SUBDIVISION: 0207
BLOCK /LOT #:
0/
** FEE SUMMARY **
ESTIMATED
PROJECT VALUATION: 2,250.00
FEES"
Permit Fee
93.35
Total Valuation
.00
Use Tax
40.50
** TOTAL **
133.85
-
Conditions:
Must comply w/ 2006 IRC & 2005 NEC. Subject to field inspection.
1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and
specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the
legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform
the work described and approved in conjunction w' rs permit. I further attest that I am legally authorized to include all
entities named within this document as parties . work to be performed and that all work to be performed is disclosed in
trh "is" document and /or its �� anyia app "r s d plans and specifications.
Signature of OWNER Lrt._,QQWE2_CTOR (Circle one) / Date/
1. This permit was issued based on the information provided in the permit application and accompanying plans and
specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances,
regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must
be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted
at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to
the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired
permits is at the sole discretion of the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior
and specific approval.
S. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy
of all required inspections and shall not proceed or conceal work without written approval of such work from the
Building and Inspection Services Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of
any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject
to field inspect'on
Signature of e lding Offical Date
INSPECTI REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
m hdf
City Of
`JET heat" C
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 29 Ave., Wheat Ridge, CO 80033
Office: 303 - 235 -2855 " Fax: 303 - 237 -8929
Inspection Line: 303 - 234 -5933
Building Permit Application
J" 1
operty Andress: 40 7 S t 1 t r L.
Date:
Plan #
Permit # l D J
Property Owner (please print): ) 2SL u ' ,�}J,/>k j r\ Phone:,3()3— S,l S- 7�
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Contractor: basi 1 P— I ec.'h<< L
Contractors City License #:
Electrical: Plumbing:
City License # City License #
U Cg e-.,P—,j i � aoO Amps
BTU's Gallons
Ft.
- Ya- -/ -9 733
Mechanical:
City License #
Contract Value:
$ 0
Review Fee (du
$ e at time of submittal):
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by rids permit application are accurate and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on
this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work
and am also authorized by the legal owner of any entity included on this application to list that entity on this application.
CIRCLE ONE (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER)
SIGNATURE:
Bldg Valuation:
5 / .) 3
3
'NSPEC. RECORD ` Occupancy/Type
INSPECTION LINE: (303) 234 -5933
Inspections will not be made unless, this card is posted on the building site
( Call by 3:00 PM to receive inspection the following business day.
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB "
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS
COMMENTS:
Footings /Caissons
Mid -Roof -
Electrical Service
Rough Electric
Stemwall / (CEG) Concrete
Encased Ground
Gas Piping
Rough Mechanical
Reinforcing or Monolithic
Insulations '
Drywall Screw
Weatherproof / French Drain
-
...
Sewer Service Lines
'.
Water Service Lines
INSPECTIONS FOR PLANNING & ZONING, FIRE AND.PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR SO FINAL INSPECTIONS.
CONCRETE SLAB FLOOR
Electrical (Underground)
t'.
Heating (Underground)
ROUGHS
Sheathing
Lath /Wall tie
Mid -Roof -
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
Rough Mechanical
Framing
Insulations '
Drywall Screw
`
K.. OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
I' OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
r PROTECT THIS CARD FROM THE WEATHER
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING
FINALS
Electrical
Plumbing
Mechanical
Roof
.. Building Final
-
...
Fire Department
R.O.W & Drainage
INSPECTIONS FOR PLANNING & ZONING, FIRE AND.PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR SO FINAL INSPECTIONS.
Parking & Landscaping
"NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY !SlSSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION
♦ i CITY OF WHEAT RIDGE
� Building Inspection Division
(303) 234 -5933 Inspection line
J (303) 235 -2855 Office • (303) 235 -2857 Fax
INSPECTION NOTI I E
c j t 7 ! �—
Inspection Type: , r" d &:
�.- ,,,, s
Job Address: , r 7 f
Permit Number:
❑ No one available for inspection: Time AM /PM
Re- Inspection required: Yes No
* When corre have been made, call for r at 303 - 2345933
Date: ¢ ` iSpector:
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:
.e
Job Address:
Permit Number: r1 3 rr l
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
"When corrections have been made, call for re-inspection at 303-234-5933
Date: 9 z l~,q Inspector: i~
41- 1
DO NOT REMOVE THIS NOTICE
a
41 CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office * (303) 235-2857 fax ,
INSPECTION NOTICE
Inspection Type:
Job Address/Permit Number: ~(i 7;C Ur"1f~a C JQ6
a
❑ No one available for inspection: Time P71f) MOM
Re-Inspection required: Yes f`.No
When corrections have been made, call for re-inspection at 303-234933
Date: - t Inspector: A.
7-
DO NOT REMOVE THIS NOTICE
41
City of Wheat Ridge
roooo"P" Residential Roofing PERMIT - 091968
PERMIT NO: 09196$ ISSUED: 09/03/2009
JOB ADDRESS: 4075 MILLER CT EXPIRES: 03/02/2010
DESCRIPTION: Reroof 13.33 sqs
***.CONTACTS
owner 303/431-4694 Wesley St. John
sub 719/492-1396 Whitney Smith 08-0243 Seaback Roofing
* * PARCEL INFO *
ZONE CODE: UA USE: UA
SUBDIVISION: 0207 BLOCK/LOT#: 0/ - -
FEE SUMMARY :ESTIMATED PROJECT VALUATION: 2,610.50
FEES
Permit Fee 108.30
Total Valuation ,00 ¢ C~~ ~ - k
Use Tax 46.99 gas -
**TOTAL 155.29
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
measuremeX/,~pts shown, and allegations made are accurate; that I have read and agree to abide. by all conditions printed on this
applicar'on and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other
applic le Wheat edge Ordi ances, for work under this permit. Plans subject to field inspection.
yl ,
Srgnai~¢re ,of contractor/owner date
This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City. -
This permit shall. expire 180 days from the issue date. Requests for an extension must be received prior to expiration
date. An extension may be granted at the discretion. of the Building Official.
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
- be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem....,
Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written. approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the approval of drawings. and specifications shall not be construed to be a permit for, nor
an approval of, any iolation of the. provisions of the building codes or any other ordinance, law, rule Or regulation.
All plan rev'ew s ject to field inspections.
ignature of 'ef. ilding Official - date
:NSPECTI REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
:EQUESTS.. MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
SEP-03-2009 THU 10:00 AM SEABACK ROOFING-RESTOR FAX No. 2$13452441 P.001
" r City of Wheat Ridge Building Division Date: ICj ~~J ~G~
u t o 7500 W. 29°i Ave., Wheat Ridge, CO 80033
r Office: 303-235-2855 - Pax: 303-235-2857 Plan
Inspection Line: 303-234-5933
o AQ l
Permit
Building Permit Application
i .r41?eGty: ddress= lv irJ MI ~ y AL
Property Owner (please prinO-164QA-1 9~. TAAVr M
Mailing Address: (if different than property address)
Address:
City, State, Zip:
''oryRctar:
Contractor License
1Wx!oh k,hft(=
Electrical City License Plumbing City License Mechanical City License
Company: Company Company:
Exp. Date: Exp. Date: Exp. Gate:
Approval: ~r yApproval: Approval:
Use of space (description): s4~L7 K alt construction Value: S Zti? 1 ~1 ~
00 ~
Yt,RfpL'd`.Tl,',i6` Vpr c.,ta V, (as calculated per the Building Valuation Data sheen
10411- M bl A)_ Aq Plan Review (due at thne of subro t o: $
Sq. Ft.lL.Ft added: Squares iln BTU's Gallons Amps
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit appllcation are accurate, and do not violate applicable ordinances,
rules or
covenants
shon, and
allegations made are accu ate: that Iheat
have read and agree to Ib dame all conditionsoprinted onrtthisaapplicationaand that I assume full
asponsibility for compliance Wth the Wheat Ridge Building Code (44 and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field Inspection.
CINLCEONF:' (OWNER) T or PERSONAL REP 4ENTAT of(GWNER) NTRA70R) Q
PR1N7 NAME SIGNATURE: Data`{
2009-09-03 08:26 SEABACK ROOF 2813452441 Page 1