HomeMy WebLinkAbout3615 Teller StreetWCONSULTING,A
Scott E. Wyssling, PE, PP, CME
February 12, 2021
Dallas Bradshaw, Senior Account Manager
Encor Solar, LLC
3401 N. Thanksgiving Way #450
Lehi, LIT 84043
Wyssling Consulting
76 North Meadowbrook Drive
Alpine, UT 84004
office (201) 874-3483
swyssling@wysslingconsulting.com
Re: Engineering Services
Mallory Residence
3615 Teller Street, Wheatridge, CO
5.000 kW System
Dear Mr. Bradshaw:
Pursuant to your request, we have reviewed the following information regarding solar panel installation on
the roof of the above referenced home:
1. Site Visit/Verification Form prepared by a Enc6r Solar representative identifying specific
site information including size and spacing of rafters for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection
details for the solar panels. This information was prepared by Encor Solar and will be
utilized for approval and construction of the proposed system.
3. Photographs of the interior and exterior of the roof system identifying existing structural
members and their conditions.
Based on the above information we have evaluated the structural capacity of the existing roof system to
support the additional loads imposed by the solar panels and have the following comments related to our
review and evaluation:
Description of Structure:
The existing structure is a typical wood framing detached garage construction with the roof system
consisting of 2 x 6 dimensional lumber at 24" on center. The attic space is unfinished and photos indicate
that there was free access to visually inspect the size and condition of the roof rafters. All wood material
utilized for the roof system is assumed to be Southern Pine #2 or better with standard construction
components. The existing roofing material consists of composite asphalt shingles. Photos of the dwelling
also indicate that there is a permanent foundation.
A. Loading Criteria Used
• 110 MPH wind loading based on ASCE 7-16 Exposure Category "B" ata slope of 20 degrees
• 7 PSF = Dead Load roofing/framing Live Load = 20 PSF
• 3 PSF = Dead Load solar panels/mountina hardware Ground Snow Load = 40 PSF
Total Dead Load =10 PSF
The above values are within acceptable limits of recognized industry standards for similar
structures in accordance with the 2018 International Building Code. Analysis performed of the
existing roof structure utilizing the above loading criteria indicates that the existing rafters will
support the additional panel loading without damage, if installed correctly.
Page 2 of 2
B. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent "Unirac Installation Manuaf',
which can be found on the UniRac website (http://unirac.com�). If during solar panel installation, the
roof framing members appear unstable or deflect non -uniformly, our office should be notified before
proceeding with the installation.
2. Maximum allowable pullout per lag screw is 235 lbs/inch of penetration as identified in the National
Design Standards (NDS) of timber construction specifications for Doug -Fir (North Lumber)
assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 %", is less
than what is allowable per connection and therefore is adequate. Based on the variable factors for
the existing roof framing and installation tolerances, using a thread depth of 2 '/" with a minimum
size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a
sufficient factor of safety.
3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed
no greater than 72" o/c.
4. Panel supports connections shall be staggered to distribute load to adjacent rafters.
Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized
the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in
conformance with the 2018 International Building Code, current industry and standards, and based on
information supplied to us at the time of this report.
Should you have any questions regarding the above or if you require further information do not hesitate to
contact me.
V truly yours,
Scott E. lWyssli , PE
Colorado License N 7
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2) If LIFER ground in not available provide or verify supplemental
ground rods per 2017 NEC Article 250.53(A)(3).
3) Natural Gas & Cold Water bonding per 2017 NEC Article 250.104(6)
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DATE: February 12, 2021
PAGE: SHEET NAME:
PV01 COVER PAGE
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MUNfTY UEVELUI'MENT
APPROVED
Reviewed for Code Compliance
1. INSTALLATION OF SOLAR PHOTOVOLTAIC SYSTEM SHALL BE IN ACCORDANCE WITH NEC ARTICLE
690, AND ALL OTHER APPLICABLE NEC CODES WHERE NOTED OR EXISTING.
2. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL
EQUIPMENT WILL COMPLY WITH NEC ARTICLE 110.
3. ALL WIRES, INCLUDING THE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED FROM
PHYSICAL DAMAGE IN ACCORDANCE WITH NEC ARTICLE 250
4. THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE; THIS SYSTEM IS UTILITY INTERACTIVE PER
UL 1741 AND DOES NOT INCLUDE STORAGE BATTERIES OR OTHER ALTERNATIVE STORAGE SOURCES.
5. ALL DC WIRES SHALL BE SIZED ACCORDING TO [NEC 690.81
6. DC CONDUCTORS SHALL BE WITHIN PROTECTED RACEWAYS IN ACCORDANCE WITH [NEC 690.31]
7. ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL JURISDICTIONAL BUILDING CODE.
PV01 COVER PAGE
PV02 PROPERTY PLAN
PV03 ROOF PLAN
PV04 ROOF ATTACHMENTS + BOM
PV05 MOUNTING DETAIL
PV06 ELECTRICAL DIAGRAM
PV07 LABELS
PV08 PLACARD
PV09 SITE PHOTOS
DESCRIPTION OF DESIGN:
INSTALLATION OF GRID -TIED, UTILITY INTERACTIVE PHOTOVOLTAIC SYSTEM
EQUIPMENT:
MAX CONTINUOUS AC SYSTEM SIZE: 5 kW AC
DC SYSTEM SIZE: 5.12 kW DC
(16) Hanwha Q. Cells Q.Peak DUO BLK-G5 320 PV MODULES
(1) SolarEdge SE5000H-US (240V) INVERTER
RACKING: Unirac - 48" O.C.
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APPLICABLE GOVERNING CODES: I SITE SPECIFICATIONS:
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2018 INTERNATIONAL BUILDING CODE [IBC] ZONING: RESIDENTIAL
2018 INTERNATIONAL RESIDENTIAL CODE [IRC]
2018 INTERNATIONAL FIRE CODE [IFC]
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DATE: February 12, 2021
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PV02 PROPERTY PLAN
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ROOF AREA:
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ATTACHMENT QTY 32
MIDCLAMP QTY 28
RAFTER/TOP CHORD SPACING 24 PERCENT OF ROOF COVERED:
ATTACHMENT SPACING 48 ARRAY WEIGHT:
25%
MODULE COUNT * 50lbs = 800
DATE: February 12, 2021
PAGE: SHEET NAME:
PV04 ROOF ATTACHMENTS+BOM
ENDCLAMP QTY g
SPLICE QTY 4
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(ARRAY) WEIGHT/AREA = 2.77 lbs/ft2
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DATE: February 12, 2021 MIDCLAMP QTY 28 ATTACHMENT SPACING 48 ARRAY WEIGHT: MODULE COUNT * 50lbs = 800
PAGE: SHEET NAME: ENDCLAMP QTY $ /
DISTRIBUTED LOAD: ARRAY LBS ATTACHMENTS = 25
PV05 MOUNTING DETAIL SPLICE QTY 4 POINT LOAD: (Ibs/ft2) (ARRAY) WEIGHT/AREA = 2.77 Ibs/ft2
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WIRE SCHEDULE
(1) 10 AWG THWN-2 COPPER - (1-1)
(1) 10 AWG THWN-2 COPPER - (1-1)
1
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(OR CODE APPROVED EQUIVALENT)
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(1) 10 AWG THWN-2, or THHN, or 10/2 NM-B COPPER- (NEGATIVE)
3
(1) 10 AWG THWN-2 COPPER - (1-2)
(1) 10 AWG THWN-2 COPPER - (NEUTRAL)
4
(1) 10 AWG THWN-2 COPPER - (1-2)
(1) 10 AWG THWN-2 COPPER - (NEUTRAL)
(1) 10 AWG THWN-2, or THHN, or 10/2 NM-B COPPER- (GROUND)
(1) 10 AWG THWN-2 COPPER - (GROUND)
(1) 10 AWG THWN-2 COPPER- (GROUND)
6 AWG BARE, COPPER (GROUND)
(1) 3/4" LIQUID TIGHT OR EMT OR FMC
(1) CONDUIT: 3/4" LIQUID TIGHT OR EMT
(1) CONDUIT: 3/4" LIQUID TIGHT OR EMT
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(OR CODE APPROVED EQUIVALENT)
(OR CODE APPROVED EQUIVALENT)
ENCOR(1)
STRINGS: SERVICE EQUIPMENT & PV OCPD
STRING 1 16 PV MODULES MAIN BREAKER RATING
RATINGS
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1) PN array system to have grounding system installed per Part III of
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INTERCONNECTION NOTES:
1. INTERCONNECTION SIZING, LIMITATIONS AND COMPLIANCE
GROUNDING & GENERAL NOTES:
3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B)
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DETERMINED IN ACCORDANCE WITH [NEC 705.12], AND [NEC 690.64].
1. PV INVERTER IS UNGROUNDED, TRANSFORMER-LESS TYPE.
2. DC GEC AND AC EGC TO REMAIN UNSPLICED, OR SPLICED TO EXISTING
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3. ANY EXISTING WIRING INVOLVED WITH PV SYSTEM CONNECTION THAT IS
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EQUIPMENT SCHEDULE:
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DISCONNECT NOTES
INSPECTION. TYPE: QTY: DESCRIPTION:
RATING:
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1. DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN
4. JUNCTION BOX QUANTITIES, AND PLACEMENT SUBJECT TO CHANGE IN THE
MODULES: (16) Hanwha Q. Cells Q.Peak DUO BLK-G5 320
320 W
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FIELD - JUNCTION BOXES DEPICTED ON ELECTRICAL DIAGRAM REPRESENT WIRE
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TYPE TRANSITIONS. INVERTERS: (1) SolarEdge SE5000H-US (240V)
5000 W
THE UPPER TERMINALS)
2. AC DISCONNECT MUST BE ACCESSIBLE TO QUALIFIED UTILITY
5. AC DISCONNECT NOTED IN EQUIPMENT SCHEDULE OPTIONAL IF OTHER AC DISCONNECT(S): (1) PV AC DISCONNECT, 240V, 2-POLE
AC DISCONNECTING MEANS IS LOCATED WITHIN 10' OF SERVICE DISCONNECT. DC OPTIMIZERS: (16) SolarEdge P320
30A
15 Adc
DATE' February 12, 2021
PERSONNEL, BE LOCKABLE, AND BE A VISIBLE-BREAK SWITCH
PAGE: SHEET NAME:
PV06 ELECTRICAL DIAGRAM
DRAWN BY:
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PAGE: SHEET NAME:
PV07 LABELS
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LABEL 5
PLACED ATO THE BACK -FED BREAKER
WA E N I N. FROM T EDJACENT INVERTER IF IE IN CONSISTS OF LOAD
SIDE CONNECTION TO BUSBAR.
INVERTER OUTPUT CONNECTION [NEC 705.12(D)(2)(3)(b)]
DO NOT RELOCATE
THIS OVERCU'RRENT
DEVICE
LABEL VALUES:
x WARN I G
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ELECTRIC SHOCK HAZARD
TERMINALS ON THE LINE AND
LOAD SIDES MAY BE ENLRGIZLJ_"s
.WR IN THE OPEN POSITION
LABEL 1
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TERMINALS OF THE DISCONNECTING MEANS MAY BE
ENERGIZED IN THE OPEN POSITION.
[NEC 690.13(B), NEC 705.221
LABEL 2
DC IMP:
L
DIRECT CURRENT
AT EACH DC DISCONNECTING MEANS, INCLUDING THE
DC VOC.
PHOTOVOLTAIC POWER • s
DC DISCONNECT AT THE INVERTER.
[NEC 690.53, NEC 690.13(B)]
SEE DATASHEET
MAXIMUM VOLTAGE 480 VDD;
5120
AC OPERATING CURRENT:
CIRCUIT CURRENT 15 AMPS
AC VOLTAGE:
UMAX
cm
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IDENTIFIED RAPID SHUTDOWN SWITCHES
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INTERCONNECTION
BILLING METER PER XCEL ENERGY.
LABEL 3
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A R N I N G
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CONTOAI ING OVERCUOR ENT DEVICES IN CIRCUTS
DUAL POWER SUPPLY
SUPPLYING POWER TO A BUSBAR OR CONDUCTOR
SUPPLIED FORM MULTIPLE SOURCES, EACH SERVICE
EQUIPMENT AND ALL ELECTRIC POWER PRODUCTION
SOURCES: UTILITY GRID AND
SOURCE LOCATIONS.
PV SOLAR ELECTRIC SYSTE1\ 1
[NEC 705.12(B)(3)]
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PAGE: SHEET NAME:
PV07 LABELS
DRAWN BY:
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LABEL 5
PLACED ATO THE BACK -FED BREAKER
WA E N I N. FROM T EDJACENT INVERTER IF IE IN CONSISTS OF LOAD
SIDE CONNECTION TO BUSBAR.
INVERTER OUTPUT CONNECTION [NEC 705.12(D)(2)(3)(b)]
DO NOT RELOCATE
THIS OVERCU'RRENT
DEVICE
LABEL VALUES:
DESCRIPTION
VALUE:
DC IMP:
9.6
DC VMP:
33.32
DC VOC.
40.56
DC ISC:
SEE DATASHEET
DC SYSTEM SIZE (W):
5120
AC OPERATING CURRENT:
SEE DATASHEET
AC VOLTAGE:
240
LABELING NOTES:
1. LABELS CALLED OUT ACCORDING TO ALL COMMON CONFIGURATIONS. ELECTRICIAN TO
DETERMINE EXACT REQUIREMENTS IN THE FIELD PER CURRENT NEC AND LOCAL CODES AND
MAKE APPROPRIATE ADJUSTMENTS.
2. LABELING REQUIREMENTS BASED ON THE 2014 NATIONAL ELECTRIC CODE, OSHA STANDARD
19010.145, ANSI Z535.
3. MATERIAL BASED ON THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION.
4. LABELS TO BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED [NEC
110.21]
5. LABELS TO BE A MINIMUM LETTER HEIGHT OF 3/8", WHITE ON RED BACKGROUND; REFLECTIVE,
AND PERMANENTLY AFFIXED [IFC 605.11.1.11
LABEL 6
AT DIRECT-CURRENT EXPOSED RACEWAYS, CABLE TRAYS, COVERS AND ENCLOSURES OF
JUNCTION BOXES, AND OTHER WIRING METHODS; SPACED AT MAXIMUM 10FT SECTION OR
WHERE SEPARATED BY ENCLOSURES, WALLS, PARTITIONS, CEILINGS, OR FLOORS.
[NEC 690.31(G)(3&4)]
SOLAR PV SYSTEM EQUIPPED LABEL 7
WITH RAPID SHUTDOWN FOR PV ARRAY
SYSTEMS THAT SHUT DOWN THE
AND CONDUCTORS LEAVING THE
TURN RAPID SHUTDOWN ARRAY:
SWITCH TO THE SIGN TO BE LOCATED ON OR NO MORE
OFF` POSITION T4 srnnRaEerRic THAN 3 FT AWAY FROM SERVICE
SHUT DOWN PV SYSTEM �'�rre�s DISCONNECTING MEANS TO WHICH THE
AND REDUCE PV SYSTEMS ARE CONNECTED AND
SHOCK HAZARD SHALL INDICATE THE LOCATION OF ALL
INTHE ARRAY
SOLAR PV SYSTEM EQUIPPED ,
WITH RAPID SHUTDOWN
iL W,A R N I N G
FIR .;., r,
ALL ELECTRIC DOWER SOURCE
TOTHE'OFF POSITIONy
DISCONNECTING MEANS GROUPED AND
TO SHUT DOWN CONDUCTORSsur
eir
O
CDNDUGTORSWUIN
THE ARRAY REMAINENERGIZED
MAIN SUPPLY OVERCURRENT
IN, SUNLIGHT
M -OPACITY OF BUSBAR.
IDENTIFIED RAPID SHUTDOWN SWITCHES
IF NOT AT THE SAME LOCATION.
PHOTOVOLTAIC
[NEC 690.56(C)(1)(A)]
SOLAR PV SYSTEM EQUIPPED ,
WITH RAPID SHUTDOWN
iL W,A R N I N G
FIR .;., r,
ALL ELECTRIC DOWER SOURCE
TOTHE'OFF POSITIONy
DISCONNECTING MEANS GROUPED AND
TO SHUT DOWN CONDUCTORSsur
eir
O
CDNDUGTORSWUIN
THE ARRAY REMAINENERGIZED
MAIN SUPPLY OVERCURRENT
IN, SUNLIGHT
DEVICE, SHALL NOT EXCEED
LABEL 8
FOR PV SYSTEMS THAT ONLY SHUT DOWN
CONDUCTORS LEAVING THE ARRAY:
SIGN TO BE LOCATED ON OR NO MORE
THAN 3 FT AWAY FROM SERVICE
DISCONNECTING MEANS TO WHICH THE
PV SYSTEMS ARE CONNECTED AND
SHALL INDICATE THE LOCATION OF ALL
IDENTIFIED RAPID SHUTDOWN SWITCHES
IF NOT AT THE SAME LOCATION.
[NEC 690.56(C)(1)(B)]
LABEL 9
SIGN LOCATED AT RAPID SHUT DOWN
DISCONNECT SWITCH [NEC 690.56(C)(3)].
I A' --LABEL
13
SIGN LOCATED AT MAIN SERVICE
iL W,A R N I N G
DISCONNECTING MEANS IF ALL
ALL ELECTRIC DOWER SOURCE
ELECTRICAL POWER SOURCE
DISCONNECTING MEANS GROUPED AND
DISCONNECTING MEANS ARE GROUPED
LABELED WITHIN 10 FT AND LINE OF SITE
WITHIN 10' AND LINE OF SITE OF MAIN
OF THIS LOCATION
SERVICE DISCONNECT [NEC 690.56(B) &
MAIN SUPPLY OVERCURRENT
NEC 705.101.
MAIN SERVICE PANEL
PV AC DISCONNECT
NO DC WIRES PRESENT
RAPID SHUTDOWN TEST
NOT REQUIRED
11
00103
LABEL 10
iL W,A R N I N G
(ONLY IF 3
A BUSBAR) R MORE SUPPLY SOURCES TO
PV COMBINER
SUBPANEL -
IF USED TO COMBINE
PV OUTPUT CIRCUITS
SIGN LOCATED AT LOAD CENTER IF IT
THIS EUIPIEdWT FED BY MULTIPLE
3 OR MORE POWER SOURCES.
[NEC
[NEC 705.12(D)(2)(3)(C)]
SOURCES. TOTAL RATING OF ALL
O
C'VERCURRENT DEVICES, EXCLUDING
O7 OR O8
OO
MAIN SUPPLY OVERCURRENT
12 O
DEVICE, SHALL NOT EXCEED
M -OPACITY OF BUSBAR.
(ONLY IF PV
LABEL 11
PHOTOVOLTAIC
PLACARD TO BE PLACED AT THE MAIN
INTERCONNECTION
BILLING METER PER XCEL ENERGY.
SYSTEM CONNECTED
PV AC DISCONNECT
NO DC WIRES PRESENT
RAPID SHUTDOWN TEST
NOT REQUIRED
11
00103
O O
O4 13
EXISTING SUB PANEL
(IF WHERE POINT OF
INTERCONNECTION
IS MADE)
LABELING DIAGRAM:
AC DISCONNECT
PV COMBINER
SUBPANEL -
IF USED TO COMBINE
PV OUTPUT CIRCUITS
O O
O O
O
O7 OR O8
OO
O4
12 O
O
0
(ONLY IF PV
(ONLY IF PV
14
O
INTERCONNECTION
INTERCONNECTION
CONSISTS OF LOAD
CONSISTS OF LOAD
SIDE BREAKER)
SIDE BREAKER)
LABEL 12
PLACARD TO BE PLACED AT AC
DISCONNECT PER XCEL ENERGY.
LABEL 14
SIGN LOCATED AT AC COMBINER BOX FOR
ALL MICRO -INVERTER / AC MODULE
INSTAL
INVERTER (S)
HDC
JUNCTION BOX
OR COMBINER BOX
OOE�oq
O O
INTEGRATED DC DISCONNECT
*ELECTRICAL DIAGRAM SHOWN ABOVE IS FOR LABELING PURPOSES ONLY. NOT AN ACTUAL REPRESENATION OF EQUIPMENT AND CONNECTIONS TO BE INSTALLED. LABEL LOCATIONS
PRESENTED MAY VERY DEPENDING ON TYPE OF INTERCONNECTION METHOD AND LOCATION PRESENTED ON PV5 OF 3 LINE DIAGRAM. PV5 LINE DIAGRAM TO REFLECT ACTUAL
REPRESENTATION OF PROPOSED SCOPE OF WORK.
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DATE February 12, 2021
PAGE: SHEET NAME:
PV08 PLACARD
DRAWN BY:
SoloCAD
CAUTION
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM ROOF MOUNTED
SOLAR ARRAYS WITH SAFETY DISCONNECTS AS SHOWN:
N
MAIN DISTRIBUTION
UTILITY DISCONNECT
0
0
O o -n
O
z
O --1
0
AC DISCONNECT z
O
INVERTER & RAPID z
m
SHUTDOWN DC
DISCONNECT SWITCH
PV ARRAY
3615 Teller St, Wheatridge CO 80033
DIRECTORY
PERMANENT PLAQUE OR DIRECTORY PROVIDING THE LOCATION OF THE
SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC SYSTEM.
(ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS OUTLINED WITHIN:
NEC 690.56(B)&(C), [NEC 705.10])
SITE PHOTOS:
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ENCOR
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DATE, February 12, 2021
PAGE: SHEET NAME:
PV09 SITE PHOTOS
DRAWN BY:
SoloCAD
The new D.PEAB DUO BLg-G5 solar module from Q CELLS impresses with
its outstanding visual appearance and particularly high performance
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Optimized installation with HD -Wave technology
Specifically designed to work with Extremely small
power optimizers
Record-breaking efficiency Built-in module -level monitoring
Fixed voltage inverter for longer strings Outdoor and indoor installation
Integrated arc fault protection and rapid shutdown for Optional: Revenue grade data, ANSI C12.20
NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy)
UL1741 SA certified, for CPUC Rule 21 grid
compliance
solaredge.com so I a r..
C of
Single Phase Inverter
with HD -Wave Technology for North Ameri(
SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/
SE7600H-US / SE10000H-US / SE11400H-US
OUTPUT
Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208V 5000 @ 208V 10000 @ 208V
3800 @ 240V 6000@ 240V
Maximum AC Power Output 3000 5000 7600 10000
3300 @ 208V 5000 @ 208V
Single Phase Inverter
z
with HD -Wave Technology
m
✓ Vac
AC Frequency (Nominal) 59.3 - 60 - 60.511)
for North America
;a_
SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US /
25
SE7600H—US / SE10000H—US / SE11400H—US
r� 12-25
m
YEAR
solar =--- WAR7RIANTY
24
CA
0 solarZ-,T!z
GFDI Threshold
1
A
Utility Monitoring, Islanding Protection,
Country Configurable Thresholds Yes
Optimized installation with HD -Wave technology
Specifically designed to work with Extremely small
power optimizers
Record-breaking efficiency Built-in module -level monitoring
Fixed voltage inverter for longer strings Outdoor and indoor installation
Integrated arc fault protection and rapid shutdown for Optional: Revenue grade data, ANSI C12.20
NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy)
UL1741 SA certified, for CPUC Rule 21 grid
compliance
solaredge.com so I a r..
C of
Single Phase Inverter
with HD -Wave Technology for North Ameri(
SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/
SE7600H-US / SE10000H-US / SE11400H-US
OUTPUT
Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA
3300 @ 208V 5000 @ 208V 10000 @ 208V
3800 @ 240V 6000@ 240V
Maximum AC Power Output 3000 5000 7600 10000
3300 @ 208V 5000 @ 208V
11400 @ 240V
VA
10000 @ 208V
AC Output Voltage Min. -Nom. -Max. ✓ ✓ ✓ ✓ ✓ ✓
(211 - 240 - 264)
✓ Vac
AC Output Voltage Min. -Nom. -Max. ✓ ✓ _ -
(183 - 208 - 229)
✓ Vac
AC Frequency (Nominal) 59.3 - 60 - 60.511)
Hz
Maximum Continuous Output 12.5 16
Current @240V
21
25
32 42
47.5 A
Maximum Continuous Output - 16
Current @208V
24
48.5 A
GFDI Threshold
1
A
Utility Monitoring, Islanding Protection,
Country Configurable Thresholds Yes
INPUT
Maximum DC Power @240V 4650 5900 1 7750 1 9300 11800 15500
17650 W
Maximum DC Power @208V - 5100 - 7750
15500 W
Transformer -less, Ungrounded Yes
Maximum Input Voltage 480
Vdc
Nominal DC Input Voltage 380 400
Vdc
Maximum Input Current @240V111 8.5 10.5 13.5 16.5 20 27
30.5 Adc
Maximum Input Current @208V(" - 9 - 13.5 - -
27 Adc
Max. Input Short Circuit Current 45
Adc
Reverse -Polarity Protection Yes
Ground -Fault Isolation Detection 600kQ Sensitivity
Maximum Inverter Efficiency 99 99.2
%
CEC Weighted Efficiency gg
99 @ 240V %
98.5 @ 208V
Nighttime Power Consumption < 2.5
W
ADDITIONAL FEATURES
Supported Communication Interfaces RS485, Ethernet, ZigBee (optional), Cellular (optional)
Revenue Grade Data, ANSI C12.20 Optional"'
Rapid Shutdown - NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect
2017 690.12
STANDARD COMPLIANCE
Safety UL1741, UL1741 SA, UL1699B, CSA C22.2, Canadian AFCI according to T.I.L. M-07
Grid Connection Standards IEEE1547, Rule 21, Rule 14 (HI)
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
AC Output Conduit Size / AWG Range 1" Maximum / 14-6 AWG 1" Maximum /14-4 AWG
DC Input Conduit Size / # of Strings / 1" Maximum / 1-2 strings / 14-6 AWG 1" Maximum / 1-3 strings / 14-6 AWG
AWG Range
Dimensions with Safety Switch 17.7 x 14.6 x 6.8 / 450 x 370 x 174 21.3 x 14.6 x 73
(HxWxD)
/ 540 x 370 x 185 in/
mm
Weight with Safety Switch 22110 25.1/11.4 26.2/11.9 38.8/17.6
Ib / kg
Noise < 25 <50
dBA
Cooling Natural Convection
Operating Temperature Range -13 to +140 / -25 to +601'1 (-40°F / -40°C option)151
°F / °C
Protection Rating NEMA 4X (Inverter with Safety Switch)
"I For power de -rating information refer to: httpsV/www.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf
151-40 version P/N: SExxxxH-USOOONNU4
® SolarEdge Technologies, Inc. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All Ro HS
other trademarks mentioned herein are trademarks of their respective owners. Date: 03/2019N01/ENG NAM. Subject to change without notice.
Power Optimizer ma
O
For North America
P320 / P340 / P370 / P400 / P405 / P505
T
25
YEAR •
WARRANTY
PV power optimization at the module -level
Specifically designed to work with SolarEdge Fast installation with a single bolt
inverters
Up to 25% more energy
Superior efficiency (99.5%)
Mitigates all types of module mismatch losses,
from manufacturing tolerance to partial
shading
Flexible system design for maximum space
utilization
solaredge.com
Next generation maintenance with module -
level monitoring
Meets NEC requirements for arc fault
protection (AFCI) and Photovoltaic Rapid
Shutdown System (PVRSS)
Module -level voltage shutdown for installer
and firefighter safety
solar =-W
Power Optimizer
For North America
P320 / P340 / P370 / P400 / P405 / P505
INPUT
Rated Input DC PowerO
320
340
370 400
405
505
W
Absolute Maximum Input
Voltage
(Voc at lowest temperature)
48
60 80
12581
87(2)
Vdc
MPPT Operating Range
8-48
8-60 8-80
12.5 -105
12.5-87
Vdc
Maximum Short Circuit Current
(Isc)
11 10.1
14
Adc
Maximum DC Input Current
13.75 12.5
17.5
Adc
Maximum Efficiency
99.5
%
Weighted Efficiency
98.8
98.6
%
Overvoltage Category
II
OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current
15
Adc
Maximum Output Voltage
60 85
Vdc
OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR
INVERTER OFF)
SOLAREDGE
Safety Output Voltage per
Power Optimizer
1 ± 0.1
Vdc
STANDARD COMPLIANCE
EMC
FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3
Safety
IEC62109-1 (class II safety), UL1741
Material
UL94 V-0, UV Resistant
RoHS
Yes
INSTALLATION SPECIFICATIONS
Maximum Allowed System
Voltage
1000
Vdc
Compatible inverters
All SolarEdge Single Phase and Three Phase inverters
Dimensions(WxLxH)
129x153 x27.5/5.1x6x1.1
129 x153 x33.5/
5.1x6x1.3
129 x159x49.5/
5.1x6.3x1.9
129x162 x59/
5.1x6.4x2.3
mm/in
Weight (including cables)
630/1.4
750/1.7
845/1.9
1064/2.3
gr / Ib
Input Connector
Single or dual
MC40I
Input Wire Length
0.16/0.52
m / ft
Output Wire Type / Connector
Double Insulated / MC4
Output Wire Length
0.9/2.95 1.2/3.9
m / ft
Operating Temperature Range
-40 - +85 / -40 - +185
-C / -F
Protection Rating
IP68 / NEMA6P
Relative Humiditv
0-100
%
nl Rated power of the module at STC will not exceed the optimizer "Rated Input DC Power". Modules with up to +5% power tolerance are allowed
¢ NEC 2017 requires max input voltage be not more than 80V
Of For other connector types please contact SolarEdge
PV System Design Using Single Phase Single phase Three Phase 208V Three Phase 480V
a SolarEdge Inverterf41f51 HD -Wave g
•-0
Minimum String Length • "
(PowerOptimizers)
StringMaximum Length
.. �.
00 .000 with
Maximum Power per String SE7600-U
.I
Different Lengths
or . i , .i
wl For detailed string sizing information refer to: http://www.sularedge.com/sites/default/files/string_sizing_na.pdf
(S) It is not allowed to mix P405/P505 with P320/P340/P370/P400 in one string
* A string with more than 30 optimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 30V requirement
m For SE14.4KU5/5E43.2KUS: It is allowed to install up to 6,500W per string when 3 strings are connected to the inverter (3 strings per unit for
the maximum power difference between the strings is up to 1,000W
Il) For SE30KUS/SE33.3KUS/SE66.6KUS/SE100KUS It is allowed to install up to 15,000W per string when 3 strings are connected to the inverter
and when the maximum power difference between the strings is up to 2,000W
® SolarEdge Technologies Ltd. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. E Ro H S
All other trademarks mentioned herein are trademarks of their respective owners. Date: 07/2019N01/ENG NAM. Subject to change without notice.
CONCEALED
UNIVERSAL
CLAMPS
0UNIRAC
OPTION
FRONAL
YEAR
T TRIM f�LL SYSTEM
WARRANTY
9p,
I MIN
THE PROFESSIONALS' CHOICE FOR RESIDENTIAL RACKING''
BEST INSTALLATION EXPERIENCE • CURB APPEAL • COMPLETE SOLUTION • UNIRAC SUPPORT
SOLARMOUNT
BETTER DESIGNS
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Start the design process for every project in our U -Builder on-line design tool.
It's a great way to save time and money.
BETTER SYSTEMS
ONE SYSTEM - MANY APPLICATIONS
Quickly set modules flush to the roof on steep pitched roofs. Orient a large variety
of modules in Portrait or Landscape. Tilt the system up on flat or low slow roofs.
Components available in mill, clear, and darkfinishesto optimize yourdesign financials
and aesthetics.
TETTER RESULTS
MAXIMIZE PROFITABILITY ON EVERY JOB
Trust Unirac to help you minimize both system and labor costs from the time the job is
quoted to thetime yourteams get off the roof. Faster installs. Less Waste. More Profits.
BETTER SUPPORT
WORK WITH THE INDUSTRIES MOST EXPERIENCED TEAM
Professional support for professional installers and designers. You have access to
our technical support and training groups. Whatever your support needs, we've got
you covered. Visit Unirac.com/solarmount for more information.
c BONDING&GROUNDING
LU
MECHANICAL LOADING
SYSTEM FIRE CLASSIFICATION
.No UNIRAC
CONCEALED UNIVERSAL
ENDCLAMPS
UNIVERSAL SELF
STANDING MIDCLAMPS
6 0
0
END CAPS INCLUDED
WITH EVERY ENDCLAMP
U -BUILDER ONLINE DESIGN
TOOL SAVES TIME & MONEY
Visit design.unirac.com
UNIRAC CUSTOMER SERVICE MEANS THE HIGHEST LEVEL OF PRODUCT SUPPORT
UNMATCHED CERTIFIED ENGINEERING BANKABLE DESIGN PERMIT
E EXPERIENCE QUALITY EXCELLENCE WARRANTY TOOLS DOCUMENTATION
TECHNICAL SUPPORT CERTIFIED QUALITY PROVIDER BANKABLE WARRANTY
Unirac's technical support team is dedicated to answering Unirac is the only PV mounting vendor with ISO certifications Dort leave your project to chance, Unirac has the financial
questions & addressing issues in real time. An online for 90012008, 140012004 and OHSAS 180012001, strength to back our products and reduce your risk. Have
library of documents including engineering reports, which means we deliver the highest standards for fit, peace of m'
stamped letters and technical data sheets greatly form, and function. These certifications demonstrate our exceptional
simplifies your permitting and project planning process. excellence and commitment to first class business practices. limited produ
ENHANCE YOUR REPUTATION WITH QUALITY RACKING SOLUTIONS BACKED BY ENGINEERING EXCELLENCE lit«
PUB20IGMAY16 - PRINTED UPDATE
mmUNIRAC
FLASHKIT PRO MEN
ME
FEATURING ® SHED & SEAL TECHNOLOGY
FLASHKIT PRO is the complete attachment solution for composition shingle roofs. Featuring Unirac's patented
SHED & SEAL technology, a weather proof system which provides the ultimate protection against roof leaks.
Kitted in 10 packs for maximum convenience, flashings and hardware are available in Mill or Dark finishes.
With FLASHKIT pro, you have everything you need for a quick, professional installation.
TRUSTED WATER SEAL FLASHINGS
FEATURING ® SHED & SEAL TECHNOLOGY
nun
YOUR COMPLETE SOLUTION CONVENIENT 10 PACKS
Flashings, lags, continuous slot L -Feet and hardware Packaged for speed and ease of handling
FLASHKIT PRO soon U N I RAC
INSTALLATION GUIDE FEATURING ® SHED s SEAL TECHNOLOGY
FLASHKIT PRO IS THE COMPLETE FLASHING AND ATTACHMENT SOLUTION FOR COMPOSITION ROOFS.
1►1+1ru1m, �f a19;11111XIIIIN _ 81r111101111
PRE -INSTALL
• Locate roof rafters and snap chalk lines to mark the installation
point for each roof attachment.
• Drill a 1/32" pilot hole at each roof attachment. Fill each pilot hole
with sealant.
STEP 1 INSTALL FLASHKIT PRO FLASHING
• Add a U-shaped bead of roof sealant to the underside of the flashing
with the open side of the U pointing down the roof slope. Slide
the aluminum flashing underneath the row of shingles directly up
slope from the pilot hole as shown. Align the indicator marks on the
lower end of the flashing with the chalk lines on the roof to center
the raised hole in the flashing over the pilot hole in the roof. When
installed correctly, the flashing will extend under the two courses of
shingles above the pilot hole.
STEP 2 INSTALL L -FOOT
• Fasten L -foot and Flashing into place by passing the included lag
bolt and pre-installed stainless steel -backed EPDM washer through
the L -foot EPDM grommet, and the raised hole in the flashing, into
the pilot hole in the roof rafter.
ATTACH L-FOOTTO RAIL
• Drive the lag bolt down until the L -foot is held firmly in place. It is
normal for the EPDM on the underside of the stainless steel backed
EPDM washer to compress and expand beyond the outside edge of
the steel washer when the proper torque is applied.
TIP:
• Use caution to avoid over-torqueingthe lag bolt if usingan impact driver.
• Repeat Steps 1 and 2 at each roof attachment point.
STEP 3 ATTACH L-FOOTTO RAIL
• Insert the included 3/8"-16 T -bolts into the lower slot on the Rail
(sold separately), spacing the bolts to match the spacing between
the roof attachments.
• Position the Rail against the L -Foot and insert the threaded end of
the T -Bolt through the continuous slot in the L -Foot. Apply anti -seize
to bolt threads to prevent galling of the T -bolt and included 3/8"
serrated flange nut. Place the 3/8" flange nut on the T -bolt and
finger tighten. Repeat STEP 3 until all L -Feet are secured to the Rail
with a T -bolt. Adjust the level and height of the Rail and torque each
bolt to 30ft-lbs.
From: no-reolv(alci.wheatridae.m. us
To: CommDev Perm is
Subject: Online Form Submittal: Solar PV Installation
Date: Monday, February 22, 20214:50:38 PM
Solar PV Installation
This application is exclusively for Solar PV Installations
YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR
THE PERMIT TO BE PROCESSED.
Your Permit will be emailed to the email address provided below once it is
processed.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
Is this application for Yes
Solar PV Installation?
PROPERTY INFORMATION
Property Address 3615 Teller St
Property Owner Name Caroline Mallory
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Address
Attach City of Wheat
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
(303) 949-1900
Choc489@hotmail.com
Electronic Payment Wheatridae.odf
CONTRACTOR INFORMATION
Contractor Business Encor Solar LLC
Name
Wheat Ridge 0101434
Contractor's License
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contractor Phone 5124899919
Number (enter WITH
dashes, eg 303-123-
4567)
Contractor Email
permits@encorsolar.com
Address
Retype Contractor
permits@encorsolar.com
Email Address
DESCRIPTION OF WORK
Scope of Work
Installation of PV Solar Panels (Rooftop)
KW
5.12
# of Panels
16
Location of Panels
Garage Roof
Structural required
No
Upload engineer letter
Mallory ENG.odf
or pages on 8 1/2" x
11" only
Solar Installation Plan
Mallory CAD.Ddf
Set on 11'x17" only.
Project Value (contract
$21,986.08
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 work
Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
Person Applying for Rodrigo Quezada
Permit
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.
Email not displaying correctly? View it in your browser.
1* ► � i City of Wheat Ridge
'/� Residential Solar PERMIT - 202100341
PERMIT NO: 202100341 ISSUED: 06/14/2021
JOB ADDRESS: 3615 Teller St EXPIRES: 06/14/2022
JOB DESCRIPTION: Install 5.12 kw solar PV system, 16 panels on garage roof, no structural
required
*** CONTACTS ***
OWNER (3 0 3) 949-1900 MALLORY CAROLINE
SUB (888)240-1131 NATE HADACHEK 210130 IMPACT ENERGY
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21,986.08
FEES
Total Valuation 0.00
Residential Solar 500.00
** TOTAL ** 500.00
*** COMMENTS ***
*** CONDITIONS ***
A printed copy of the permit and city stamped on-site plans must be available on-site for
the first inspection.
Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 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,
applicae building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any
�pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
06/14/2021
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
�a
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: --Sol, m, d
Job Address: -3b 15– —J, 11, , 5-L
Permit Number: a 0 r —7 6 9 3 45 t,
n P r --n a ge s S
❑ No one available for inspection: Time l = / S AM/ M�
Re -Inspection required: es No
When corrections have been made, call for re -inspection at 303 -234 -
Date: ! I /-7 Inspector: =ra-
DO NOT REMOVE THIS NOTICE
A City of Wheat Ridge
.,r r
® Residential Roofing PERMIT - 201709286
PERMIT NO: 201709286 ISSUED: 11/28/2017
JOB ADDRESS: 3615 Teller ST EXPIRES: 11/28/2018
JOB DESCRIPTION: Residential re -roof of house and detached garage with asphalt
architectural/dimensional shingles.Pitch is°x/12 and 37 total number of
squares. U
*** CONTACTS ***
OWNER (303)949-1900 CAROLINE MALLORY
SUB (303)758-7663 Jason Gillis 090242 d-7 Roofing, LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,630.00
FEES
Total Valuation 0.00
Use Tax 496.23 VAI N
Permit Fee 426.20
** TOTAL ** 922.43
*** 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.
City of Wheat Ridge
Residential Roofing PERMIT - 201709286
PERMIT NO: 201709286 ISSUED: 11/28/2017
JOB ADDRESS: 3615 Teller ST EXPIRES: 11/28/2018
JOB DESCRIPTION: Residential re -roof of house and detached garage with asphalt
architectural/dimensional shingles.Pitch is 6/12 and 37 total number of
squares.
I, by my signature; do hereby attest thdt`the work to be performed shall comply with all accompanying approved plans and specifications,
applicable uiiding codes, and all applicable municipal codes, policies and procedures, and that I, the legal owner or have been authorized
by the legal pwner of the propert, am authorized to obtain this permit and perform the work described and approved in conjunction with
this ermit.:i further attest that I` legally authorized to include all entities named within this document as parties to the work to be
perform and that alt w r t performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signatuk of OWNER q I NTRACTOR (Circle one) Date
I . This permit was issued ba$ed on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance4ith 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
receivedior 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 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_orgranting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable 4odefir any ordma> ice ox regulation of this jurisdiction. Approval of work is subject to f any
inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Ctistt niur Name,
Jab LocatiOtl:
Contact Numbers
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Kimberly Cook
From: no-reply@ci.wheatridge.co.us
Sent: Monday, November 27, 2017 2:48 PM
To: CommDev Permits
Subject: Online Form Submittal: Residential Roofing Permit Application
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.
i"
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? �1
PROPERTY INFORMATION
Property Address 3615 Teller St
�
Property Owner Name Caroline Mallory
Property Owner Phone 303-949-1900
Number (enter WITH
dashes, eg 303-123-4567)
Property Owner Email Field not completed.
Address
17
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
3615 Teller St Signed Proposal.pdf
Contract
CONTRACTOR INFORMATION
Contractor Business
d-7 Roofing LLC
Name
Contractor's License
090242
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone
303-758-7663
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Address
5470 Lincoln St
(Primary address of your
business)
Contractor Email Address
vance@d-7roofing.com
Retype Contractor Email
vance@d-7roofing.com
Address
DESCRIPTION OF WORK
TOTAL SQUARES of
37
the entire scope of work:
Project Value (contract
23,630
value or cost of ALL
materials and labor)
Are you re -decking the
No
roof?
Is the permit for a flat
Pitched roof (2:12 pitch or greater)
roof, pitched roof, or
both? (check all that
apply)
18
What is the specific pitch
of the PITCHED roof?
How many squares are
part of the PITCHED
roof?
Describe the roofing
materials for the
PITCHED roof.
Type of material for the
PITCHED roof:
6/12
37
Archetectual/dimensional asphalt shingles
Asphalt
Provide any additional Roofing house and Detached Garage.
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
submit this application
..... .... .
19
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 Vance Manzanres
Email not displaying correctly? View it in your browser.
20
+11'1 1-1,nflil��
'NS 646WRECORD
Cq 6e- LA v�o�f 1-( INSPECTION BEQUEST LINE: (303) 234-5933
Occupancy/Type
Inspections will not be performed unless this card is posted on the project site.
Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date
Inspector Comments
Initials
Pier
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
_
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground/Slab Inspections Date Inspector Comments
Initials
Electrical
Sewer Service
Plumbing
Do Piot Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
Mid -Roof
Fire Inspection / Fire Protection Dist.
Lath /Wall Tie
Final Electrical
2-2-i -1-1
Rough Electric *
Final Plumbing
_
Rough Plumbing/Gas Line
_
22 i -- /
Rough Mechanical
Roof
Rough Framing
Final Window/Doors
Insulation
Final Building
Drywall Screw/ Nail
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.
Final inspections
Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Fire Inspection / Fire Protection Dist.
Final Electrical
2-2-i -1-1
13 -a
Final Plumbing
Final Mechanical
22 i -- /
L�
Roof
Final Window/Doors
Final Building
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 from the Fire District and electrical low voltage
by the Building Division.
**For Inspection Time Window Requests — Please email insptimereguest(a)ci.wheatridge.co.us by 8:00 A.M. the day of the
inspection with the property address in the subject line of the email.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
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: e r-1, A T I
Job Address: 36 fs i G[ 2 sr
Permit Number: 2 o/-740009 6
fe -?IGce 'r-)A?,010("9
❑ No one available for inspection: Time 10 AM/PM
Re -Inspection required: YesNo
*When corrections have been made, call for re -inspection at 303-234-5933
Date: 2'2pIns ector:4Ajy__
DO NOT REMOVE THIS NOTICE
41 CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: i
Job Address: 7
Permit Number: t 7 006f
f fir. rc $e'
C-1
1E' C, e o vtei
�j, tJ
e, J;' 4 r
VV
e C '%'I = f epi / c
_1
❑ No one available for inspection: Time A /PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: Inspector: ".
r
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Mechanic PERMIT - 201700098
PERMIT NO: 201700098 ISSUED: 01/24/2017
JOB ADDRESS: 3615 Teller ST EXPIRES: 01/24/2018
JOB DESCRIPTION: Install Gas line and gas insert into existing wood burning fireplace
*** CONTACTS ***
OWNER (303)918-2716 MALLORY CAROLINE
SUB (303)935-1617 Ronald Florez 022421 Florez Heating & Gas Works
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,600.00
FEES
Total Valuation 0.00
Use Tax 46.80
Permit Fee 93.35
** TOTAL ** 140.15 q
*** COMMENTS ***
*** CONDITIONS ***
Installation must comply with manufacturer specifications and meet EPA Phase II or Colorado
Phase III certification requirements. All work is subject to field inspections.
All work shall comply with applicable codes and ordinances and is subject to field
inspections.
I, by myy si nature, do her attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable des, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by th al owner of he pp.e�ry and am authorized to obtain this permit and perfor the work described and approved in conjunction with
thi er t. I furth att at I am le ally authorized to include all entities named thin this document as parties to the work to be
r or a rmed is disclosed in this document and/ori accompanying approved plans and specifications.
mature of OWNER or COCTOR (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 originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4' No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or ani, dinatice or gulati o this jurisdiction. Approval of work is subject to field inspection.
Np
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
City of
W heat Ijdge
COMMUNITY 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
Email: permits .ci.wheatridge.co.us
1 FOR OFFICE USE ONLY
Date:
Plan/Permit #
�'u 0o0q
Plan Review Fee:
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. **"
Property Address: J 7
r
Property Owner (please print): �/4� %� Zl/' �� Phone:
Property Owner Email:
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Architect/Engineer:
Architect/Engineer E-mail: Phone:
Contractor:
Contractors City License #:
Contractor E-mail Address:
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
Plumbing:
W.R. City License #
Phone:
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
❑ COMMERCIAL ❑ RESIDENTIAL
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
❑ OTHER (Describe)
(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 materials to be use d, etc.) K-
Sq. Ft./LF
Amps
Btu's
Squares
Gallons
Other
Value: (Contract value or the cost -of all materials and labor included in the entire project)
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Electronic Sienature (first and last name):
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
DEPARTMENT USE ONLY
DATE:
OCCUPANCY CLASSIFICATION.
Building Division Valuation: $
Design Features
• Clean Face Look—No Louvers
• SIT Valve 820 (Standing Pilot)
• SIT Valve 885 (IPI System with Remote)
• Glass Size: 171/2" x 193/4", 3451/2 in,
• High Definition Log Set
• 150 CFM Room Fan (with variable control)
• Limited Lifetime Warranty
• Quick Access Valve Controls
iL�;JIJ� � trr7�rd - 1'�IFa �=�rr1 ::1�t �tlrt J
Available Options
• Remote or Thermostat Control
• Coal, or Log Set Burner
• Liners Options:
- Brick Liner with Logs
-Porcelain Liner with Glass or Logs
- Ledgestone Liner
• Surround Options:
-Minimal Surround
- 4 -Sided Minimal Surround
- Modern Stainless Steel Surround
-Trimmoble Surround
Fireplace Details
Model
BTU Maximum Input
BTU Minimum Output
Heating Area
Steady State Efficiency
Min. Insert Dims.
Q1
20,000 BTU
7,900 BTU
1,100 ft,
76%
20'/4"w 14'/4"d 271/2"h
I
City of Wheat Ridge
Residential Addition PERMIT - 201600109
?ERMIT NO: 201600109 ISSUED: 02/19/2016
JOB ADDRESS: 3615 Teller ST EXPIRES: 02/18/2017
JOB DESCRIPTION: 800 sf addition to existing home and upgrade existing finish 1,484 sf.
Installation of 960 sf detached garage. **Install 30,000 btu Archgard
fireplace and venting.
t** CONTACTS * * *
OWNER (303)423-0341
3C (970)213-1185
3C (303)598-3963
3UB (303)286-7644
3UB (303)917-7881
3UB (303)935-1617
MALKET PARTNERSHIP
Dan Cantu
Larry Whiting
Boe Kampbell
Michael Miller
Ronald Florez
110048 Sierra Vista Electric, LLC
160017 All Seasons Construction LLC
020801 Eastside Heating
160032 Mountain Plumbing & Mechanical
022421 Florez Heating & Gas Works
t** PARCEL INFO ***
,ONE CODE: UA / Unassigned USE: /
SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 /
`** FEE SUMMARY ***
ESTIMATED
FEES
Cotal Valuation
0.00
?lan Review Fee
1,071.23
Jse Tax
3,304.80
?ermit Fee
1,673.85
t* TOTAL **
6,049.88
** COMMENTS ***
PROJECT VALUATION: 183,600.00
t** CONDITIONS ***
JJ: 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.
LR: As part of the foundation inspection and PRIOR to the first framing inspection, a
completed, signed and sealed, Foundation Setback and Elevation Certification shall be
submitted to the City for review. The certification form shall be fully completed by a
Professional Land Surveyor licensed in the state of Colorado, stating that the foundation
was constructed in compliance with all applicable minimum setback and elevation
requirements of the City. For one- or two-family dwellings, the first twenty-five feet
(25') of driveway area from the existing edge of pavement into the site shall be
surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit
may be required; contact Public Works Department at 303-235-2861.
No new driveway shall be permitted to the proposed garage, access shall remain from the
existing horseshoe driveway. A new driveway shall be allowed if the existing is removed.
City of Wheat Ridge
Residential Addition PERMIT - 201600109
?ERMIT NO: 201600109 ISSUED: 02/19/2016
JOB ADDRESS: 3615 Teller ST EXPIRES: 02/18/2017
JOB DESCRIPTION: 800 sf addition to existing home and upgrade existing finish 1,484 sf.
Installation of 960 sf detached garage. "Install 30,000 btu Archgard
fireplace and venting.
by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
ipplltcabble building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
)y the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
hispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
)ertbaat
all work to be pTat is disclosed in this document and/or its' accompanying approved plans and specifications.
JCAG�
;ignature of OWNER or CONTRAC R (Circle e) Date
. , This permit was issued based on the inform rove ed in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and a 1 applicable statutes, ordinances, regulations, policies and procedures.
This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpent fee.
1, 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 Of t-ccial and is not guaranteed.
1, No work of any manner shall be perfonned that shall results in a change. of the natural flow of water without prior and specific approval.
The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
The issuance or granting of a pe it shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicahle ggde or any ordinpncAor re&latiop of this jurisdiction. Approval of work is subject to field inspection.
;ignature of Chief Building Official — Date
LEQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
06-08-'16 14:49 FROM -fireplace outlet sup
City Of
WheatRl1
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 291' Ave,, Wheat Ridge, CO 80033
Office: 303-235-2855 . Fax, 303-237-8929
Inspection Line, 303-234-5933
Email: Perm its(ci)ci.whftajridge.co.us
303-935-5001 T-158 F0001/0003 F-566
FOR OFFICE USE ONLY
Date;
Plan/Pennit #
-v Fee:
Plan Re -
4
Building Permit Application
Aiw
P ow
J. .... .......
wii 3615 TELLER ST
CHARLOTTE KETTERING 303-949-1900
P
(please pri*. w
NA
(if different than property address)
Address:
City, State, Zip:
FLOREZ HEATING & GAS WORKS - Fg
022421 P>t.......... . � 303-935-1617
0. M-1,104
CAMHANK@AOL.COM
to dr' S:
suoziowadom
Electrical: Plumbing: Mechanical:
W.R. City License # W. R. City License# W.R. City License
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
Complete all information on BOTH sides of this form
06-08-'16 14:49 FROM -fireplace outlet sup 303-935-5001 T-158 P0002/0003 F-566
p&''ad (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
it rrr)KAMFR(:IAL ROOFING
INSTALL MANIFACTURER "ARCHGARD" MODEL
AND VENTING, NO GAS LINE INSTALLED BY US
Sq. FtJLF Btu's 30,000
Amps Squares
"BRIGANTIA PERFECTION 35" FIREPLACE
Gallons
1411-im
B7 (Contract value or the cost of all materials and labor included in the entire project)
54500
OWN-ER/CONTRACTOR SIGNATURE OF UNDERSTANWING AND AGIEi£E111�NTOr
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules made e
regulations of the Cin of Wheat Ridge or covenants, casements or restrictions of record; that all measurements shown and allegations are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility far compliance
with applicable City a£ 1t heat Ridge codes and ordinances for wrork under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
C*t"i4� (pci'NER) (COM'RACTOR) a (A(,7ifOR1ZED REPRESENTATIVE) of (OWNER) (CONTRA
,
P; 06/09/1
✓� I understand that checking this box, that I acknowledge that this constitutes a legal signature.
... ...... ,. ,.v,...,,, tit :��r�r,+�,» YV;i5/ tNAi•71":�Riia''4'k7J';h'hl'h�
Building Division Valuation; S
06-08-'16 14;49 FROM -fireplace outlet sup 303-935-5001 T-158 P0003/0003 F-566
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: RC_; f ,4E F ;I P1 F i/ i m
Job Address: 3 t l S" Tr 114 01 S t
Permit Number: G / C ® / C; 9
X00
❑ 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
.4 '
Date: Inspector:
DO NOT REMOVE THIS NOTICE
ca -
"y
O�QQIW .N ;5A V? 1
ity of WTiewRiidgc Neturnicipal, BuildHin,7-500 V1 W An, WWI Ridge, CO 800334001 P: 3032351846 P 3032352857
F01-M)ATIONN SETBACK AND MEVATTO'N CERTIFICATION
This lbmna including Q Exhbit on die reverse side, must be fully completed by a Profiessional.
Land Suneyor licensed in the State of'Colorade, TV WMEwbon must be submitted for review
and apptoval prior to the MRST FRA -MING INSPEC MONand before proceeding with ary
further
BAIT: 0214710
lei ker. .
INY
,, no A q� Mq of to swwyw,,�, :'�, ": -,,
data . W, nweshed b V nw iw dw.0y UM kr iny Mqwn4sh" 11C ownwown.
x. ."r, V d X, ANY —whemen, and J ,..iii:` wnheknp nmi
y
WTANCaa, norr the progrqGn,Ns havz Wan dawknud to W,
)0 1 A A; 5" atm w 1155
Thu X& w Q U wi A 1 T X&� # ,0U uo 'be' � -NAA;D83,',
01 dheye tbe
C%"k Ono ont Top of Wutidauoi� pr iow to p1lacennent of concrett,
I# ofprn�.x,,sera foundation subsequent to pla=mnent of concrz,,tc,
The seback and zli;r, iu',,00, inez urement locadons are idimtffiied on the xUached exhibit
""ignw'd,
losteta
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,CSS? Rq FOR OFFT E USE CALY
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0% 1 D arte
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Date.
Plan1permito t")�v, I ", C -I
Plan Review Fee:
PrOPerty Owner Emall- C) Q,.
4
Address* L� r)
N*AIN.A..
Sub Contractors:
Electrical: Sle-r(-,A vl��
W.R. City License# 0vi;tje_
MIRf
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Plumbing: MWO-m.) Pf ttvl)� t Mch.,,i..l: 1-1--�ct4., iy-
)r
W.R. City LicenseA4WI riftu WR City License #
1:MR, - 190
Other City Licensed Sub:
City License #
Complete all information on BOTH sides of this form
113, 1, of w(ok ,, (Goh(-cA all ih;,"A a'pply)
NI.7,,W ELI 0" I'R I CAt r--- R V I G E' IJ ['�'A D E
NEW RESIDENTIAL( STRUC"I'URFE', cOMMERCIAL ROOFINC,
COMMER IAL ADDITION RESIDENTIAL ROOFING
RESDENTIAL ADDITION WINDOW REPI-ACEMENT
COMMERCIAL (Garage, shed, deck, etc.)
RESIDENTIAL ACCESSORY STRIX TUR[:�, (&)rage, shed, deck, etc-)
MECHANICAL SYSTEM/APPLIANCE REPAIR or RE[ILACEMENT
EJ PLUMBING SYSTEM/APPLIANCE REPAIR or REP LACMENT
ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
OTHER (Describe) �Vl C, , -�L
ox -
(For ALL projects, please provide a detailed description of work to be perf6fined, including eUrfent use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)V-
JeNtI.el (,4Neo
SqFULF Stu's Gallons
Amps Squares Other
NEW COMMERCIAL
P w w ELECTRICAL SERVICE UPGRADE
NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING
COMMERCIAL RESIDENTIAL
RESDENTIAL ADDITION WINDOW REPLACEMENT
'COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,)
RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
MECHANICAL
,a SYSTEM/APPLIANCE
wPrt i w *,w REPLACEMENT M 1'i.
PLUMBINGSYSTEM/APPLIANCEREPAIR
aR. REPLACMENT
ELECTRICAL
* aww: y CE REPAIR
REPLACEMENT
a
Sq» FtJLF Btu's ty"o Gallons
Amps r" Squares Other
Projed Value: (Contract value or the cast of pLmaterials and labor Included in the 9DItM prefect)
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed # applicable ordinances,
regulations of the City of Wheat Ridge or orrestrictionsof •; that all measurements shown and allegations made
Buildingaccurate; 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,
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AUTHORIZATIONC ct
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Project Contractor:
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Company Name:Phone 7
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Signature of Agent
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Wheat Ridge License #: 0A D 90 t
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I Water Rostoctiont I'Xe6scopo Plant WO Soff Amoriftent I ! uniine Oymis FAQ O015 Rate Schadtiv,
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Ofte phone- 303424-29" Fax 303423-9462
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Wheat Ridge Water Proof of Submission - christappco@gmail.com - Gmail Page I of I
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i Uq i, k' t k /H -,i e V I
Chris
A cc'py tj thtwwrn"mt hk., torn'Act*'d is t6z.-'rl ,.,J,czte ¢o,E Nwt SuabrnftttO ch�zckw' rc'r
rft I b is
p!oject type and 4c aitschtd to tIrw t,,64ng Pernit ApMicw',;',n at ha' ti , tai su m P,�'m,
A;r;,4sfw,iwe presented "of sobrnsson waho, vr.,w'npk-ec� "'mor of hem fro,,,, t,
agenoy w4! nvt be iwceoed v, proc"see,
p,r ojec" I'd4few
...... ....
Naff"O or skgbrmt",ng do-'wrnrants.
tor4ect 1
No racer
Start a I I
Signature of Firm RepresaroaVvc or In:Vvidusi,
T W E
,am a &h suthorized rvp4rtserdahva of the
e re"'O."'Pt of docurrivnis necessary
tr6cm below age'do, by my ;
fix rewew, and apprarva; of the project insitcated above,
A2WYxJAWAVAfiA& Inua, Oaak om) V
0 Wheat Pi M. Fitt, Proterrtion cs Wheat Ridge Sarvitatkin District
o, Arvada Fire Protection ck--rx ("'tsk' sanitation District
'q woobt iindge Water District Frmadole Saratatiori District
o Corrsisfideted Muturit Woter Disfrict o Wesindge Swrviation Dm. a
Vahey Water Diticrict Other
Denver Winter
Agency Rinses: q&
77�N
C-
-t-7 -z
si2natut Dew
https://mail.google.com/ma,il/u/O/?tab=wm 1/26/2016
From: Patrick Roberts <PRoberts@martinmartin.com>
Sent: Friday, January 22, 201612:1 PM
To: Tapp, Chris
Cc: choc489@hotmaii.com; Bill Willis; Peter Everest, Sue Matthews, -
info @wheatridgesanitation.com,- David Sebern
Subject: RE: Emailing: Teller 111615.pdf ® 3615 Teller St.
Attachments: WRSD - Proof of Submission - 3615 Teller Street.pdf
SM
Please find attached proof of submission for the City of Wheat Ridge indicating the discussion regarding coordination
with Wheat Ridge Water on the size of the water meter in relation to the additions planned for the new single horne,
d h k oi f Ner s
i cong ion "=Q66ewer service occurs. observation
U�
Patrick Roberts, PE, CCM
Project Eng�t�_�Prf�d�_C. �jtion�_Managgjr_P E-Ul
LL- .
Martin/Martin, Inc.
12499 W. Colfax Ave., Lakewood, CO 80215
P) 303-431-6100 Ext. 353
www.martinmartin.com
----- Original Message ----
From: Tapp, Chris mailto:Chris.Ta PPROBUILP.COM
J
Sent: Wednesday, January 20, 2016 454 PM
To: Patrick Roberts <PRobertsftmartinmartincom>
Cc: choc489Photmailcom
Subject: FW: Emailing: Teller 111615.pdf - 3615 Teller St.
Hi Patrick,
Attached are the building plans for the addition/remodel at 3615 Teller St. in Wheat Ridge. The final plumbing
fixtures/fittings have yet to be selected. Let me know if these selections are needed. There will be a detached garage to
be built in the near future. There will be no plumbing in the detached garage. Let me know if you have other questions
or need additional information.
Thanks,
----Original Message -----
From: Tapp, Chris
Sent: Monday, January 18, 2016 12:42 PM
To: ba.rrvCr,_Dwrwdistrict.com
Subject: FW: Emailing: Teller 111615.pdf - 3615 Teller St.
2�
Attached building plans for your review of the 3615 Teller St. project.
Thanks,
-----Original Message -----
From: Tapp, Chris
Sent: Tuesday, November 17, 2015 12:32 PM
To: tgg��l@eas�tsid.heat.com
Subject: FW: Emailing: Teller 111615.pdf
Chris Tapp
ProBuild Holdings
Sales
Mobile 720-508-0804
www.r)robuild.com
__-.._Original Message ----
From: Murphy, Joe
Sent: Tuesday, November 17, 2015 12:24 PM
Ta: Tapp, Chris
Subject: Emailing: Teller 111615.pdf
3�� JUEWEUU���t # 2
attachments. Check your e-mail security settings to determine how attachments are handled.
CONFIDENTIALITY NOTICE: This email may contain confidential and privileged material for the sole use of the intended
recipient(s), Any review or use by others is strictly prohibited. Any distribution or disclosure by or to others is strictly
prohibited. If you have received this communication in error, please notify the sender immediately by e-mail and delete
the message and any file attachments from your computer.
+W37_dn_ht_R_4
the use of the individual or entity to which they are addressed. If you are not the intended recipient or the person
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0
a
CITY OF WMEAT RIDGEAND INSPEMON SERVICES DIVISION
agency7SOO W 291h Ave WhW Ridge, CO 900334001 p303.235.2855.f 303.237-9929
the project type and be attached to the Building Permit Application at the time of submission.
Applications presented for submission Without a completed Proof of Submission form from a required
, .. accepted or processed.
Date:
Project Address- 3(oI5
• of FirmAndivi4ualw ♦ r i6
4
Project
Type/Description. eal
Signature of Firm Representative or Individual.*
TT—
am a duty authorized representativeof
indicated below and do, by my signature below, hereby acknowledge recelpt of documents necessary
for review and approval of the project Indicated above.
e
Protectiono Wheat Ridge Fire
w Arvada Fire Protection
Ridgeo Wheat Water District
s Consolidated Mutual Water District
o Valley Water District
o Denver Water
* Clear Creek Sanitation U
• Frultdate Sanitation District
• Westridge Sanitation
• Other
Agency
«, s
(Agencysignature.* Date: -72P
Representative)
Address.
.honing:
Lot Size:
.scatWidth:
Property in the flood plain? Ifyes, add surveying
condition I
Type OfProject (applicable survey conditions in parenthesis
:
Accessory ISP, ILC or site plan non
Addition ILC and site plan if Win ': o if scil� t s floodplain W*floodplain
II. acrd site pl yes ) if /azo ' cf" sctl�ck (712;)
ifin floo 1 ,
i Lot average: �'�
in floodplain (F
sq,
Existing , Improvements:
House:
�r+ Os Improvements:
sq. fl. O 'additi n:
S sq. fl. Shed: q, ft
ft,
ech Bare: sq t. Detached Garage: sq,
sq. f.,Other: sq. ft.
Total Existing s . fl s. .
CoverageLot q Propos +pisting
d . ft
Lot coverage °
Required Setbacks: Fly S S 5 (
Provided Setbacks: FR $ `' � S � ? ' � RPolo-
For additions or neve consJQQn, rs the structure within 2 feet Of minimum
....... _.mw. _.rv._ _ ._,._..._ es, dsuurve,)9!2_dition_FND,
Maximum Height:
axirnurn Size: ' sq. ff.
Proposed Height: . $�
Proposed Size.
sq, ff.
Parkland: if the permit is for new construction, have Parkland dedication fees been paid?
If o, add condition PFEE, notify owner, notal bu ldin —division.
Streetscape: Does the permit result in any of the following conditions?
Construction of neve roads 0 .Flatting of new lots
New development 0 Additions that increase floor area. by % or more see fo
(proposed floor area — xis . floor ula
W__ g ) /existing floor area o
./ inc.
If any boat is checked
SF/DUPLEX-1s there existing j Curb 0Cltttt
er If curb, gutter or sidewalk is missing, streetscapeconstructiontor� fees -ice lierrlwill beacentoreq property?
..urs .
MULTIFAMILY—Does the frontage meet current city standards?
If not, streetscape construction or fees -in -lieu will be required.
Fees -in -lieu ofd dication or construction are due at the time the permit fs issued.
Minimum Minimum Minimum Minimum
Maximum Maximum Minimum Lot Front Side Rear
Briding Lot
Height Building ) Yard Yard Yard
Coverage* Area Setback Setback
Setback fib} d) fd3
Lead Description
Provided Customer
LOT , WNNGSIDE RETIRE NT CCS !l SUBDIVISION,
COLNTY OF XFFERSON, STATE OF COLORADO.
LOT I
M
/4
x to
#3615 Tj
STORY
Ci)
0-) �A
(C)
LOT I
00 \VM HWMJMSE
M1
M
COLUMBINE SURVEYING, INC.
7573 South Arms Way
Littleton, CO 80128
303-972-8000 fox 303-972-8001 Cirigind Scale I" = 30'
IMPROWEMENT LOCATION CERTIFICATE
I hereby certify that this improvement location certificate was prepared for 0 15 30
MALKET PARTNERSHP LLQEM
that it is not a lownd surve at i ovement sur�ve of- and that it
is not to be relied Lpon for 'the establishrr*int of fence, bulidi or C vere oncre
112� y
other future improvement lines. This certificate is valid only f use b --I
MALKET PARTNERSHP Concrete
and describes the parcels appearance on 2015-03-14. 1 further certif that the
improvements on the above described parcel on this dote, '� 7, except utility Fence
connections, ore entirely within the boundaries of the parcel, except as shown, that
there are no encroachments upon the described premises by improvements on any
adjoining promises, except as indicated, and that there is no qpparent evidence or
sign of any easement crossing or burdening any port of scid parcel, except as noted.
Notice: Accordto Colorado low you must owimence Note' All platted and apparent easements
qny fegd octionlosed upon any defect in this ore shown. Record easements, if any, are
improvement location certificate within three years located by information provided by the
after you first discovered such defect,
In no event, may any oction customer, unless otherwise noted,
based upon any defect in this
improvement location certificate
be commenced more than ten
years from the date of the GG
certificate shown hereon.
Professional Land Surveyor
Date
SIERRA VISTA ELECTRICLLC
22322 Schultz Lane
BERTHOUD, CO $0513
?701532-4404 FAX: (9701532 -?945 Emoil-sieffavistaelec'
Re: 3615 Teller Street, Wheat Ridge, Co
General lighting load — 2,260 sq. ft. @ 3 VA/ sq.ft.=
2 Small Appliance-
Laundry-
Dishwasher -
Disposal -
Total
3,000 VA @ 100%
13,200 VA — 3,000 VA = 10,200
CM3=
east corner exterior.
f
141rode corrdutitor
Sincereley, Dan Cantu
� n
970-213-1185
at you
SUbjeCt to Field
Wheat, Ridge Buil6t,ig Dept
ff 1, I
jjj k?�un
ddd
Wr
ti
on,
QY
. .... .....
ff 1, I
ti
Project Summary
fi
Entire House
Authority Air Designs, LLC.
Job: 361STellerSt.
Date: Dot 31, 2015
SyJoe Colbum
Plan: Malket Partnership
For: BoeKampbell, Eastside Heating & Air Conditioning, Inc.
10381 E, 106th Ave., Briphton, CO 80601
Phone: (303) 731-2136 ax: (303) 286-76>46
Notes'. Web: www,EastsideHeat.com Email: BoeKamp@EastsideHeat,c]
Outside db
0
OF
Inside db
70
OF
Design TD
70
OF
Heating Summary
0,13
Structure
51441
Btuh
Ducts
0
Btuh
Central vent (169 cfm)
10737
Btuh
Humidification
10853
Btuh
Piping
0
Btuh
Equipment load
73031
Btuh
Make Rheern
Trade Classic 92 Series
Model R92PA1151524MSA
AHRI ref 6468406
Outside db
Heat!Cooli
ng'43
Area (111)
42
OF
Volume (W)
19337
19337
Air changes/hour
0,13
O07
Equiv. AVF (cfm)
42
23
Make Rheern
Trade Classic 92 Series
Model R92PA1151524MSA
AHRI ref 6468406
Outside db
91
OF
Inside db
75
OF
Design TD
16
OF
Daily range
H
Btuh
Relative humidity
so
%
Moisture difference
-34
gr/lb
Structure
19634
Btuh
Ducts
0
Btuh
Central vent (169 cfm)
2423
Btuh
Blower
0
Btuh
Use manufacturer's data
n
Bt
Rate/swing multiplier
0.96
to
Equipment sensible load
21131
Btuh
mma�#
Structure
570
Bt
Ducts
0
st
Central vent (169 cfm)
-3227
Bt
Equipment latent load
if
Bt
Equipment total load
21131
Bt
Req. total capacity at O85 SHR
2.1
to
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed,
13 SEER
Make Rheern
Btuh
4380
Trade Classic 13 Series
29200
Btuh
Cond RA1330AJI
cfrn
O070
Coil RCFV-AU3824AC
0.90
in H20
AHRI ref 7508098
92AFUE
Efficiency 11,5 EER,
112000
Btuh
Sensible cooling
82368
Btuh
Latent cooling
65
OF
Total cooling
1400
ofm
Actual air flow
0.027
cfm/Btuh
Air flow factor
0.90
in H2O
Static pressure
Load sensible heat ratio
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed,
13 SEER
24820
Btuh
4380
Btuh
29200
Btuh
1400
cfrn
O070
cfm/Btuh
0.90
in H20
1.00
If
Project Summary
Zone I
Authority Air Designs, LLC.
ill
Job: 3616T911erSt.
Date: °o. 31, 2015
By: Joe colburn
Plan- Malket Partnership
For: Boe Kampbell, Eastside Heating & Air Conditioning, Inc,
10381 E. 1 06th Ave, Briphlon, CO 80601
Phone: (303) 731-2136 ax: (303) 286-7646
NotesWeb., www-EastsideHeat-corn Email: BoeKamp@EastsideHeat.com
g-gg
�tN&
. . . . . . . . . . . . . . �g,
g
t 141p It t""""77,
Outside db
0
OF
Inside db
70
OF
Design TO
70
OF
Heating Summary
Heath
Structure
33475
Btuh
Ducts
0
Btuh
Central vent (105 cfm)
0
Btuh
Humidification
922
Btuh
Piping
0
Btuh
Equipment load
34396
Btuh
TMIM=
Method
91
Simplified
Construction qualityI
75
Ti ht
Fireplaces
16
(Tight)
Tigt)
Daily range
Heath
Coolin
Area (W
2719
27111
Volume ?ftp) ?1
12704
12704
Air changes/hour
0A3
0.07
Equiv. AVF (cfm)
27
14
Heating Equipment Summary
Make n1a
Conal n1a
Trade We
Call n/a
Model n1a
AHRI ref n1a
AHRI ref n1a
Efficiency
n/a
Efficiency
Sensible cooling
n/a
Heating input
Latent cooling
0
Heating output
Total cooling
0 Btuh
Temperature rise
Actual air flow
0 *F
Actual air flow
Air flow factor
0 cfm
Air flow factor
Static pressure
0 cfm/Btuh
Static pressure
Load sensible heat ratio
0 in H2O
Space thermostat
We
Outside db
91
*F
Inside db
75
*F
Design TO
16
*F
Daily range
H
Btuh
Relative humidity
50
%
Moisture difference
-34
gr/lb
Structure
15706
Btuh
Ducts
0
Btuh
Central vent (105 cfm)
0
Btuh
Blower
0
Btuh
Use manufacturer's data
n
Btuh
Xatelswing multiplier
0,96
ton
Equipment sensible load
15047
Btuh
Structure
-275
Btuh
Ducts
0
Btuh
Central vent (105 cfm)
0
Btuh
Equipment latent load
0
Btuh
Equipment total load
15047
Btuh
Req, total capacity at 0.85 SHR
1.5
ton
Cooling Equipment
Summary
Make rVa
Trade We
Conal n1a
Call n/a
AHRI ref n1a
Efficiency
n/a
Sensible cooling
0
Btuh
Latent cooling
0
Btuh
Total cooling
0
Btuh
Actual air flow
0
cfm
Air flow factor
0
cfm/Btuh
Static pressure
0
in H2O
Load sensible heat ratio
0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightSOft' Right-SuiteV Universal 2016 1&0,23 RSU18198 2015-Dec-31M34�36
,,.ng\3615TWfer$t\Eastside-36l5TefferStrup Calc-Wlt Front Door faces: SE Page 2
Project Summary
Zone 2
Authority Air Designs, LLC.
W
N N M ",1"N"'N"d 1 k 1'5'
Job: 3616'rellerSt.
D. Doc 31,2015
By: Joe Colbum
Plan: Malket Partnemhlp
For: Boe Kampbell, Eastside Heating on & Air Conditioning, Inc.
10381 E. 106th AveBri ht, CO 80601
Phone: (303 731-2136 Pax: (303) 286-7646
Notes: Web: www.aastsideHeat.com Email- BoeKamp@EastsideHeat.c
N�
Outside db
0
OF
Inside db
70
OF
Design TO
70
OF
Heating Summary
Heafin
Coolin
Structure
17966
Btuh
Ducts
0
Btuh
Central vent (65 cfm)
0
Btuh
Humidification
518
Btuh
Piping
0
Btuh
Equipment load
18484
Btuh
TOMM
Method
91
Simplified
Construction quality1
75
Ti ht
Fireplaces
16
(Tight)
Daily range
Heafin
Coolin
Area (W)
167�
167�
Volume (ft -3)
6633
6633
Air changes/hour
0.14
0,07
Equiv. AVF (cfm)
15
8
Heating Equipment Summary
Make n/a
Trade n1a
Model n/a
ARI ref n/a
n/a
Efficiency
0
nta
Heating input
0
Btuh
Heating output
0
0 Btuh
Temperature rise
0
0 'F
Actual air flow
0
0 cfm
Air flow factor
0
0 cfm/Btuh
Static pressure
0
0 in H20
Space thermostat
n/a
-gt"-V
aN 11
g "s
r M
2
Outside db
91
OF
Inside db
75
OF
Design TO
16
OF
Daily range
H
Btuh
Relative humidity
50
%
Moisture difference
-34
gr/lb
Structure
6585
Btuh
Ducts
0
Btuh
Central vent (65 cfm)
0
Btuh
Blower
0
Btuh
Use manufacturer's data
n
Btuh
Ratetswing multiplier
0.96
ton
Equipment sensible load
6308
Btuh
Structure
845
Btuh
Ducts
0
Btuh
Central vent (65 cfm)
0
Btuh
Equipment latent load
845
Btuh
Equipment total load
7154
Btuh
Req, total capacity at 0.85 SHR
0.6
ton
Cooling Equipment Summary
Make n/a
Trade ria
Cond ria
Coil nta
AHRI ref ria
Efficiency
n/a
Sensible cooling
0
Btuh
Latent cooling
0
Btuh
Total cooling
0
Btuh
Actual air flow
0
cfm
Air flow factor
0
cfm/Btuh
Static pressure
0
in H20
Load sensible heat ratio
0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2015 -Dec -3118:34:
wrightsoft, Riflht-SufteO Universal 2015 15,0.23 RSU18198 Pao
",ng%3615 Taller StTastside - 3615 Teller St,rup Cate - MJ8 Front Door faces: SE
AED Assessment
Entire House
Authority Air Designs, LLC.
6608 W. 95th Place, Westminster, CO 80021-6422 Phone; (720) 3,5"105 Email: JoeQAuthonll Web: wwwAuthofityAk.com
Job: 361STelterSt.
Date- Doc 31, 2015
By. Joe Colbum
Plan: Malket Partnevi
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.-nqX361S Teller St\Eastside - 3615 Teller St,rup Calc - MJ8 Front Door faces: SE
AED Assessment
Zone I
Authority Air Designs, LLC.
6608 W. 95th Place, Mstminster, CO 80021-6422 Phone: (720) 354-8105 Email: Jo9(MAuthodtyAircom Web: wwwAuthorityAitcorn
Job.
361STellerSt.
D.
Dec 31,2016
By:
Joe Colburn
Plan:
Malket Partnership
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♦ A
^ED Assessment
Zone 2
Authority Air Designs, LLC.
6608 W. 96th Place, V*strninster, CO 80021-6422 Phone: (720) 354-8105 Email: JoeGAuthontyAircom, Web: www.AuthodtyAjrxom,
Job:
361STellerSt.
Date.
Der. 31, 2016
By:
Joe colbum
Plan:
Malket Partnership
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-.9MIS Taller St\Eastside - 3615 Teller St,rup Cato - MJ8 Front Door facw SE
Building Analysis
rxEntire House
a ,
Authority Air Designs,
6608 K 95th Place, Westminster, CO 80021-6422 Phone: (720) 354.8105 Email: .ioe AuthorityAr.com Web: wwwAuthontyAjrcom,
Job; MIS Teller St.
Date:Oft 31, 2016
Joe colbum
Plan. Malket Partnership
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1.0',.2253 •y:
Infiltration
T
ill
Ducts
y
# T
1 Ventilation
2423 110
Internal gains
1150 5.2
Blower
{]0
Adjustments
0
Total
: 220 58 00
y
rt "!
2015 -Dec -31 18:34:36
# F
Page
Building Analysis
Zone 1
Authority Air Designs, LLC.
6608 W. 95th e, Westminster, CO 80021.6422 Phone: (720) 354-8105 EmaiE JoeQAuthodtyAircorn Web: wwwAuthofftyAkeorn
Job: 3616TellerSt.
Date: Doc 31, 2016
By. Joe Colbum
Plan: Malkot Partnomh1p
47MEWN—MO
Data entries checked.
2015 -Dee -3118:34:::
WrightSoft' Right-S.ReO Universal 2015 MOM RSU18198 Pag
... ngX3615 Teller St\Eastside - 3615 Teller St.rup Calc-MJS Front Door faces: SE
................
Walls
59 13752,� 40.0
Glazing
218 8143 217)
Doors
0 0 01
Ceilings
1A 2150 6.31
Floors
5.3 7730 22.5
Infiltration
1.0 1700 49
Ducts
0 0
Piping
0 0
Humidification
922 2.7
Ventilation
0
Adjustments
Total
�-"g -Jaom n"
gmm t.tiake �""!p
g
ta
ANTIMIN
Walls
fY
1725 110 i
Glazing
X0
12 7&5
Doors
0
0
Ceilings
10
1447 9.2
Floors
0
0 0
Infiltration
OA
207 1,3
Ducts
0 0
Ventilation
0 0
Internal gains
0 0
Blower
0 0
Adjustments
0
Total
1570611 100.0
47MEWN—MO
Data entries checked.
2015 -Dee -3118:34:::
WrightSoft' Right-S.ReO Universal 2015 MOM RSU18198 Pag
... ngX3615 Teller St\Eastside - 3615 Teller St.rup Calc-MJS Front Door faces: SE
!„Component Constructions Job:
Date: Dec3l,2015
Entire House By: !
Authority Air . gns,Partnership
#8W21-6422 Phone: (720) 35"105 Email: Joe@AuthodtyAjrcom, Web: www.AuthorftyAjrcorn
DrapedConstruction
312
0163
0
9.85
3076
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0
se
303
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temperature
3068
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#P' ' # II
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6
Latitude:1
•' 1
50
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Heating Cooling Moisture difference (gr1lb) 61.4
-34O
Dry bulb
i 91 Infiltration:
1066
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- 60 Construction quality
0
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138
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0
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0
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187
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0
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3.69
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0
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0.093
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1.73
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118
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104
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1.13
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496
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352
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426
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1.13
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1569
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4.26
6682
1,13
1775
2015 -Dee -31 18:X36
AMK -ng\3615 Teller WEastalde - 3615 Teller Strup Cair - MJ8 Front Door facw SE
Windows
U-34 SHGC-31: U-34 SHGC-31 - Windows; NFRC rated
(SGC -0,31); 7 ft head ht
U-34 SHGC-31 GD: U-34 SHGC-31 - Glass Door; NFRC rated
(SHG C=0.3l)-17 it head ht
U-34 SHGC-31 SLG: U-34 SI GC -31 - SLG Door; NFRC rated
(SHGC=0.31); 7 ft head ht
Doors
Exterior Door: Exterior Wood Door
Ceilings
STD - Attic CLG - R-49: Attic Ceiling, Asphalt Shingles, R-49 Ceiling
Insulation, 1/2" Gypsum Board
Floors
STD - Basement Floor: 4" Concrete Below Grade Basement Floor
STD - Crawl - Visqueen: Crawl Space,Dirt FloorVisqueen Cover
STD - Stab on Grade: 4" Concrete Slab on Grade
ne
13
0.340
0
218
300
24.6
310
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72
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23,8
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24,6
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35
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24.6
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29,8
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23,8
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---------- — -------------------------------- ------------------------- ---------------- ....... ..
+ wrighftOft' Riqht�SuiteO Universal 2015 15A23 RSU18198 201 S -Dec -31 18:34:36
page 2
AOM ... nq\3615 Teffer SAEastaide - 3616 Taller St,rup Calc - MA Front Door faces: SE
Component Constructions Job. 361STetlerSt.
!III Date: Doc 31,2016
JIM- Zone I By: Joe Colburn
Plan: Malket
Authority Designs,r
Windows
I
Or
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2015 -Dec -31 18:34:36
wright$Oft'•ht-SuReS Universal 2016 M0,23
Door
U-34 SHGC-31 GD: U-34 SHGC-31 - Glass Door; NFRC rated
(SHGC=0,31); 7 It head ht
U-34 SWIG -31 SLG" U-34 SHGC-31 - SLG Door; NFRC rated
(SHGC=0,31); 7 It head ht
Doors
(none)
Ceilings
STD - Attic CLG - R-49: Attic Ceiling, Asphalt Shingles, R-49 Ceiling
Insulation, 1/2" Gypsum Board
Floors
STD - Basement Floor: 4" Concrete Below Grade Basement Floor
STD - Crawl - squeen: Crawl Space,Dirt FloorVisqueen Cover
STD - Stab on Grade: 4" Concrete Slab on Grade
$a 20 0.340 0 218 478 29,8 598
nw 20 0,340 0 23.8 478 24,6 495
all 40 0,340 0 218 957 27,2 1094
sw 40 0,340 0 23.8 957 29.8 1196
1487
0,021
49.0
1.45
2150
0.97
1447
710
0.031
0
2.15
1525
0
0
522
0,044
0
105
1592
0
0
49
1.358
0
95.1
4613
0
0
2015 -Det -31 18:34:36
+wright$aw Right-SuiteOUnivemal2ol5l5.0.23RSU18198 Page 4
)M ... ng\3615 Teller ShEastside - 3615 Teller SCrup Calc=MJS Front Door facm SE
Component Constructions Job; 3616'TallerSt.
Data: Doe 31, 2016
Zone 2 By. JoeColburn
Ian Mnlkg*+ PA
irtnership
6608 K 951h Place, l/Vastminster, CO 80021-6422 Phonw (720) 35"105 Email: JoeQAtithorityAkcorn Web: vrww.AuthorftyAjrxorn
For: Boe Kampbell, Eastside Heating &Air Conditioning, Inc.
10381 E. 106th Ave., Brighton, CO 80601
Phone: (303) 731-2136 Fax: (303) 286-7646
Web: www.EastsideHest.com Email: BoeKamp@EastsideHeat.com
fer iii itapteTor-l-m' e,,
Elevation: 5285 Illi
Latitude� 40"IM N
Outdoor: Heating
Dry bulb (*F) 0
Daily range
Wet bulb (T) -
Wind speed (mph) 15.0
Cooling
91
27 ( H
60
7.5
in000r temperature (-F)
Design TD (OF)
Relative humidity
Moisture difference (gr/lb)
Infiltration:
Method
Construction quality
Fireplaces
to
70
50
61.4
0
Construction descriptions
Or
Area
U-valusi
Insul R
Ht9 HTM
Loss
C19 FITM
Gain
24
0,340
it,
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ft--'Flfth
StUhM
atuh
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Walls
0
23.8
250
24.6
259
se
24
0.340
STD - Basement Wall - None: 8" Below Grade Concrete Wall
ne
115
0.163
0
713
823
0
0
218
se
284
0.163
0
11.4
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0
0
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nw
119
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0
8.54
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0
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all
519
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0
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0
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ne
80
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189
311
0
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0
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56
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0
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STD - Frame - RAM Wood Ext, 112" Wood Stith, 2"x4'Fara Wall,
ne
104
0,093
11,0
6,50
676
1,73
179
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se
240
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1.73
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rev
104
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all
448
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6.60
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STD - Frame - R -20 W: Wood Ext, 1/2" Wood Shth, 2"x 6" Fr m Wall,
ne
150
0.061
MO
426
637
113
169
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ate
150
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113
170
nw
104
0Z61
20.0
426
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1A3
118
all
404
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EM
Windows
U-34 SHGC-31: U-34 SHGC-31 - Windows; NFRC rated
(SHGC=U1); 7 ft head ht
ne
13
0.340
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24.6
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ne
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23.8
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24,6
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ne
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24.6
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se
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29.8
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sw
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29.8
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nw
9
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208
24,6
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nw
24
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24.6
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mv
8
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0
23.8
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24.6
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all
122
0.340
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23.8
2900
261
3176
se
20
0,200
5.0
14.0
281
4.72
95
----------
2015-Dec-31 18:34�36
wrightsoW Right-SufteS Universal 2015 15A23 RSUIS198 page 5
�M -ng\3615 Teller StTastside - 3615 Tager Sr.rup Colo - MJ8 Front Door faces: SE
Ceilings
STD -Attic CLG - R-49: Attic Ceiling, Asphalt Shingles, R-49 Ceiling 829 0,021 49.0 1,45 1199 0,97
Insulation, 1/2" Gypsum Board
Floors
STD - Basement Floor: 4" Concrete Below Grade Basement Floor 568 0,031 0 2.15 1220 0
STD - Crawl - Vis queen: Crawl Space,Dirt Floor Visqueen Cover 280 0,044 0 105 853 0
M
2015 -Dec -31 18:34:36
wrightS� Right-Suftee Universal 2015 MOM RSU18198 Page 6
... ng�3615Te#erStNEastside-361STeNer$t,rup Catc-M.18 Front Door facm SE
s Right -JO WorksheetJob
i Entire House :. Dec3l,2016
Joe Colbum
m�> Authority Air Designs, LLC. L: Malket Partnomhlp
6606 W. 95th Place, Westmkister, CO 60021-6422 Phcsw (720) 354-8105 mad: Joe@Authordy0jr.com Web: www,AtdhoMyAit.com
Oh"Oft" Right-SrifteV Universal 2015 15,013 RSUI$198 Page I
."ng\3616T�allerSt\Eastside-3615TeRorSt.rup CWc-MJB Front Door faces: SE
RighWO Worksheet
Entire House
6608 W 95th Place, V%stminster, CO 80021-6422 Phone: 1720) 354-8105 EmaiV Joe@AuIhorftyAjLcom WW www,AtithantyAW.com
.doe Colburn
Pr,*n: Malket Partnership
tA2015-Dec-31 1&3k36 + Wlr'9h SC*ft* Right-SufteO Universal 2015 MOM RSU18198 Page 2
—ng\3615 Teller SAlEastside - 3615 Teller SCrup Cato - MJ8 Front Door faces: SE
Right -JO Worksheet
Zone I
Alr
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-n *
6608 W. 96th Place, V*stminster, CO 80021-6422 Phone. (720) 36"105 Email: Joe@AuthorftyMcom Web: www.AuthofityAlt.com
BJoe Colbum
pfa*n: Malket Partnership
4 -ff+- wrightsoft- Right-SufteV Universal 2016 15,0.23 RSU18198 201 S -Deo -31 18:34
lzl—& .,ng\3615 Teller StkEastside � 3615 Teller St.rup Calc=MJB Front Door faces� SE P1.9i
Right -JO Worksheet
Zone I
i I liaJ.LL
6608 W 95th Place, V*sWrister, CO $0021-6422 Phow (720) 35,4-8105 Email: JoeQAuthodtyAjrcorn Web: www.AuthorityAk.com
Job:
3616 Teller St.
Date:
Doe 31, 2015
Joe Colbum
P :
Malket Partnership
SEF.1
UWAMOZIOW 4
2015 -Der -31 18:34:36
A4- 'OV Qht'50ft- Right-S.ReV Universal 2016 15,0.23 RSU18198 Page 4
,,,ng\3615 Teller StkEastside - 361STeffer St-rup CaIc-MJ8 Front Door faces: SE
Right -JO Worksheet
Zone I
6608 W, 95th Place, VWstminster, CO 80021-6422 Phone: (720) 354-8105 ErrueL Joe*AuthorityAk.corn Web: www,AuthorkyAk.com
Joe ColburnL, Malket Partnership
Calculations 2ppL
by ACCA to meet all requirements of Manual J 8th Ed
2015-Dec-31 1814:36
-q+ wrightsofto Right-SulteV Universal 2015 15.0,23 RSU18198 Page 5
-ng\3615 Teller SAEastside - 3615 Teffer St.rup Cale - MJ8 Front Door faces: SE
Right -JO Worksheet
Zone I
6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 35"105 Email: Joe@AuthorityAir.com Web: www,AuthofftyAir.com
Br* Joe Colburn
P in: Malket Partnership
2015 -Dee -31 18:34�36
-44+ vvrlqhtaoft� Right-SuiteS Universal 2015 15.0.23 RSU18198 Page 6
04�1& ...ng%3615 Teller SAEastside - 3615 Teller StImis Calc - MJ8 Front Door faces: SE
Right -JO •
• I
6608 W 95th Place, V*stminster, CO $0021-6422 Phone: (720) 354-8105 Email: JoeQAuthodtyAjrcom Wab� wwwAuthorityAjrcorn
Job: 3616 Tefter St.
•. Doc 31, 2016
Joe Colbum
L. Malket Partneiship
vwriqht$Oft�� Right -Suite* Universal 2015 15,0,23 RSU18198 2015 -Dec -31 %34:36
... ngN36l5TegerSt\Eastside-361$TegerSt.rup Cak-MJ8 Front Door facw SE Page 7
Right -JO Worksheet
Zone I
r bIL&AjirLnQaffjajMjs. LLC -
6608 K 96th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthodtyAJrcom Web; www,AuthorityAir.com
Joe Colbum
L. Malket Partnotship
Right-SufteS Universal 2015 M0,23 RSU18198 2015 -Dec -31 M34:36
—ng\3615 Teller SAEastside - 3615 Teller Strup Cadc - MJ8 Front Door faces: SE Page 8
Right -M) Worksheet Job: 3616 Teller St.
4
Zone 2 Date: Dec 31, 2016
B
p&n Joe Colbum ft> Authority Air Designs, LLC. a - Malket Partnership
6608 W 95th Place, V*strninster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe QAuthordyAjrcom Web: wwwAuthorityAktorn
2015 -Dec -31 W34:36
Right-SuftfO Universal 2015 ISA23 RSUIS198 Page 9
—ngX3615 Teller ShEastside - 3616TelferStxup CaIc-MJ8 Front Door faces: SE
Right -JO Worksheet
Zone 2
?
6608 W 95th Place, Mstminster, CO 80021-6422 Phow (720) 354-8105 Emait Joe@Authofity.Aircom Web: wwwAuthorilyAkcom
Br ' Joe Colbum
Eden:
an: Malket Partnership
Right-SulteSUntversal20l5l5,O.23RSUIR198 2015 -Dec -3118:34:36
,,ngk3616 Teller St\Eastside - 3615 TeVer SCrup Calc - MJ8 Front Door faces: SE Page 10
Right -AD Worksheet
Zone 2
Authoritv Air D
6608 W 95th Place, VOrstminster, CO 80021-6422 Phow (720) 354-8105 EmO JoeWutho6tyAjrcom WW voww.AuthorityAjLcom
Is 1
86.Joe Colbum
: Malket Partnembip
Oil
2015 -Dec -31 18:34�36
444-wrightsoft' Righl-SulteO Universal 2015 MOM RSUIS198 Page 11
—ng,3615 Teller StkEastside - 3615 Teller St.rup Calc - MJ8 Front Door faces: SE
Right -AD •
Zone 2
Wr . r as•, s
6608 W. 95th Place, Vyestrihnsier, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@Auth*iffyAJrcom Web: wwwAuthorgyAkeorn
Job: 3615 Teller St
Date: Det 31, 2016
1361 Joe Colbum
III : Malket Partnembip
+j4- RiOWSWWO Universal 2015 15A23 RSU18198 2016 -Dec -31 18:34:36
... ng\3616 Teller St\Eastside - 3615 Tager St,rup CWc-MJ8 Front Doer faces� SE Page 12
Right -JO Worksheet
Zone 2
r
6608 K 96th Place, Okstminster, CO 80021-6422 Phone: (720) 35"105 Email: JoeQAuthordyAltcorn Web: www,AuthoMyAir.com
M1160 Joe Colbum
: Malket Fradnership
rim. AMMOTAW,
2015 -Dec -31 18:34:36
A*' Right-S.A.0 Universal 201615,0.23 RSU18190 Page 13
... nok3615 Teller St\Eastside - 3615 Taller St,rup Cate - MJ8 Front Door facw SE
M.
Right -JO Worksheet
Zone 2
uft , or i IT A MrDeai o-rtN--LLC-.
6608 W, 95th Place, Westminster, CO 80021-6422 Phone; (720) 35"105 Email: Joe@AuthordyAjr.com Web: www.AuthorttyAif.com
Calculations approved by ACCA to meet all rNuirements of Manual J 8th Ed
2015 -Dec -31 MC36
A4- wriqhtSC'ft' Right-SuItOO Universal 201516,0.23IRSU18198 Page 14
,,,ngk3615 Teller St\Esstsido - 3615 Teller St.rup Cale -M,18 Front Door faces� SE
Right -JO Worksheet
Zone 2
rt lki
6608 W, 95th Place, V*stminster, CO 80021-6422 Phone: (720) 354-8105 EmWI: Joe @AuthorityAjrcom Web: www,AuttwrityAjr.com
B' m
Joe Colbu
PL: Malket Partnership
Calculations MgLpyed �j ACCA to meet all requirements of Manual J 8th Ed.
2015 -Dec -31 18:34:36
Right -S.06 universal 2oI5 15,0,23 RSUIS198 Page 15
.,,ng\3615 Teller SINEastside - 3615 Teller St.rup Calc - MJ8 Front Door faces: SE
Load Short Form Job: 36167rellerSt.
Date: Doc 31, 2016
Entire House By: Joe Colbum
Plan. Malket Partnomh1p
Authoft Air Designs, LLC.
I M=
HEATING EQUIPMENT
COOLING EQUIPMENT
Make Rheern
Make Rheem
Trade Classic 92 Series
Trade Classic 13 Series
Model R92PA1151524MSA
Cord RA1330AJI
AHRI ref 6468406
coil RCFV-AU3824AC
AHRI ref 7508098
Efficiency
92AFUE
Efficiency 11.5 EER, 13 SEER
Heating input
112000 Btuh
Sensible cooling 24820
Btuh
Heating output
82368 Btuh
Latent cooling 4380
Btuh
Temperature rise
65 OF
Total cooling 29200
Btuh
Actual air flow
1400 cfm
Actual air flow 1400
cfm
Air flow factor
0.027 cfm/Btuh Air flow factor 0=070
cfm/Btuh
Static pressure
0.90 in H2O
Static pressure 0.90
in H2O
Space thermostat
Load sensible heat ratio 1,00
ROOM NAME
Area
Htg load Clg load Htg AVF
Cig AVF
(Btuh) (Btuh) (cfm)
(cfm)
Zone 1 p
2719
33475 15706 911
1100
Zone 2 p
1677
179ffi 6585 489
461
Entire House d
4396
51441 19634 1400
1400
Other equip loads
21590 2423
Equip. @ 0,96 RSM
21131
Latent cooling
1 0
-
TOTALS
--------- -
4396----31
-- —�1�40O
1 21131 �
� 1400730
Calculations approved by ACCA to meet all requirements of Manual J ft Ed,
�a Load ShortForm
Job:
« Doc 31, 2016
;t<Zone I By- Joe Colbum
Authority
6608 W. 95th P4sco, Westminster, CO $0021-6422 Dhow (720) 35"105 mail: JoeQAuth0rAyAir.com Web: www.AothorityAircom
HEATING EQUIPMENT
COOLING EQUIPMENT
Make nta
lake nfa
Trade nVa
Trade nta
Model nta
Cond nta
AHRI ref nla
Coil n/a
AHRI ref nla
Efficiency
nVa
Efficiency
nla
Heating input
Sensible coofing
0
Btuh
Pleating output
0 Shah
Latent cooling
0
Btuh
"Temperature rise
0 OF
Total cooling
0
Btuh
Actual air flow
0 cfm
Actual air flow
0
cfm
Air flaw factor
0 cfnVBtuh Air flow factor
0
cf lBtuh
Static pressure
0 in H2O
Static pressure
0
in H2O
Space thermostat
nta
load sensible heat ratio
0
ROOM NAME
Area
Htg load Cig load
Htg AVF
Clg AVF
(ftp)
(Btuh) (Btuh)
(cfm)
(fm)
On Crawl 1
118
844 0
23
0
On Crawl 3
404
2254 0
61
0
Cin Kitchenette
182
1378 0
37
0
Dn Cards
156
1582 0
43
0
inn lec
402
4624 643
126
4
Kitchen
302
2723 2049
74
144
living
530
4903 4207
133
295
Sunroom
225
7384 3617
201
253
Powder
32
1733 375
47
26
Office
128
1035 859
28
60
Creat
270
5015 3957
136
277
Calculations approved . meet all requirements of Manual J 8th Ed
zone 1
• equip loads
Equip. @ 0.96
Latent cooling
p 2719 33475 15706
922 0
RSM 15047
0
2719 34396 15047
11" 11' 1 11 1 i I I pillpi'llyrt�111• i I
+ wrightSOft' Right -Suit eS Universal 2455 15,0.23 RSU18198
-mg\3615 Taller StNEastside - 3615 Teller St.rup Calc - MJ8 Front Door faces: SE
911 1100
911 1100
zm
e Load • Form
Job:
* +
Date: Det3l,2016
Zone 2 By: m� x.. Colbum
AuthorityDesigns,
6608 W, 96th MCC V*$WnSter� CO 80021-6422 Phone: (720) 354-8106 Ernad: Joe@Authed1yAjcccm Web: www.AuthorftyAjrcorn
o- Kampbell,r • &Air Conditioning,
10381 E. 106th Ave., Brighton, CO 80601
• i i 286-7646
Web- e-BoeKamp@EastsideHeat.com
HEATING EQUIPMENT
COOLING EQUIPMENT
Make nta
Make nfa
Trade nia
Trade nia
Model nla
Cond nta
AbRI ref nda
Coil nta
AbRI ref nfa
Efficiency
nta
Efficiency
ria
Heating input
sensible cooling
0
Btuh
Heating output
0 Btuh
Latent cooling
0
Btuh
Temperature rise
0 OF
Total cooling
0
Btuh
Actual air flow
0 cfm
Actual air flow
cfm
Air flow factor
0 cfm/Btuh Air flaw factor
0
cfm/Btuh
Static pressure
0 in b20
static pressure
0
in 120
Space thermostat
nia
Load sensible heat ratio
0
ROOM NAME
Area
btg load Clg load
btg AVF
Clg AVF
(ft2)
(Btuh) (Btuh)
(cfm)
(cfm)
Dn Crawl 2
280
1693
0
46
0
Dn Mech
127
1011
132
28
9
Dn Bath
64
626
132
17
9
Dn Bedroom
227
2834
476
77
33
Dn ball
150
2347
0
64
0
Entry
86
1770
872
48
61
M Bedroom
224
2742 1881
75
132
M Bath
84
586
443
16
31
M WC
22
230
178
6
12
M ball
42
733
353
20
2
M WIC
131
1677
621
46
44
Bedroom 1
123
797
737
22
52
Bedroom 2
116
921
760
25
53
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed,
t
s
tone 2
Other • s loads
• s @ M
.96
Latent cooling
1677 17966 6585 489 461
518
RSM 6308
845
1677 18484 7154 489 461
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
2015-Dec-31 18:34:40
wright$Oft"'Right-S.ite01515.0.23RSU18198 Page 5
"A
It mb
, N
iv 'R
M
ROOM NAME
Alva
Heating
Cig load
I-Itg AVF
ClgAVF
Cooling
ft2
ZONENAME
Volume
AC H
AVF
FITM
Volume
ACI AVF
HTM
23
W
Dn Crawl 3
cfm
Btu
W
Cf M
Btuh/ft2
Zone 1
12704
0.13
27
1.0
12704
0,07 14
0.1
Zone 2
6633
0,14
is
1.0
6633
O.07 8
O'l
Entire House
19337
0.13
42
1.01
19337
0.07 23
011
"A
It mb
, N
iv 'R
M
ROOM NAME
Alva
Htg, load
Cig load
I-Itg AVF
ClgAVF
ft2
Btuh
Btu h
cfm
CfM
Dn Crawl 1
118
844
0
23
0
Dn Crawl 3
404
2254
0
61
0
Dn Kitchenette
152
1378
0
37
0
Dn Cards
156
1582
0
43
0
Dn dee
402
4624
643
126
45
Kitchen
302
2723
2049
74
144
Living
530
4903
4207
133
295
Sunroom
225
7384
3617
201
253
Powder
32
1733
375
47
26
Office
128
1035
859
28
60
Great
270
5015
3957
136
277
Zone 1
2719
33475
15706
911
1100
Dn Crawl 2
280
1693
0
46
0
Dn Mech
127
1011
132
28
9
Do Bath
64
626
132
17
9
Dn Bedroom
227
2834
476
77
33
Dn Hall
150
2347
0
64
0
Entry
86
1770
872
48
61
• Bedroom
224
2742
1.882
75
132
• Bath
84
586
443
16
31
M WC
22
230
178
6
12
M Hall
42
733
353
20
25
• WIC
131
1677
621
46
44
Bedroom 1
123
797
737
22
52
Bedroom 2
116
921
760
25
53
Zone 2
1677
17966
6585
489
461
Entire House
4.396
514-41-
19634
1400
1400
+ wrightSW Right-SufteV Universal 2015 MOM RSU18198 2015 -Dec -3118:34:40
Page I
I'm ..,ng\3616 Teller SnEastside - 3615 Teller St,rup Cak.=MJ8 Front Door faces: SE
Duct System Summary
Job:
orSt.
0.38
Date:
D36167retloc 31, 2016
Entire House
By:
Joe Colbum
Authority Air Designs, LLC.
Plan:
Malket Partnership
6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Emait Joe*AuthorityAirxom Web: wwwAuthorityAkeorn
External static pressure
Pressurelosses
Available static pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.90
in H20
0.38
in H20
0.52
in H20
4.1141illi--irl,4;lq--#�-
in H2O
0.072
in/100ft
1400
cfrn
Cooling
0.90
in H2O
0.38
in H2O
0.52
in H20
0.260 / 0,260
in H2O
0.072
in/100ft
1400
cfm
723 ft
------ -----
2015-Dec-31 M34:40
+ Wrl Right-SulteQ Universal 2015 15,0,23 RSU18198 Page I
A00k ... ng\3615 Teller St\Eastside - 3615 Teller St,rup Cato - MJS Front Door faces: SE
s �k I t Yit
�
t
���
l
it..rt t
�����
t
Design
HxW
Actual
Ftq.E
w
# s
OX0
27.2
235.
w.
Bedroom 2
c
760
25
53
Dn
IT
#
#
!:.
,.
BedroomDn
#
U99
6.0
! #
41.2
220.0
Do Cards
h
1582
43
!
0.095
5.0
Ox !
391
On Crawl 3
h
2254
0
0.0921,
5.01"
Ox 0
53'5
230.0
stIOA
Do Hall
h
2347
64
f f
f•
e
Do Kitchenette
h
13780.09
Y
it
5.
#i
37.9
225.0
stII
l !
4Z9
220.0
stIO
Entry
C
#
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i T
•
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a
Ik
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c
1319
4
92
#OV#
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{
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723
255.0
!
#.
92
0.05
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r
64A
i
stI#A
M
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C
*
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6.0
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40.0
205*
Living-B
1402
98
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&0
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X3
2210
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• WC
C
178
6'
12
O09ri,
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OX0
451
235O
t6
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C
85911
i
60
0,089
5.0
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55.4
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h
1733
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0.092
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1 Y#Y
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485
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677
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911
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2
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s
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•s-ning (in)
587
O 106
t
10 x 20
i
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y
0 106
12.6
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194.2
O 134
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2015 -Dec -31 M34A0
41+ WrIghYM a..Universal 2015 M0,23:: s, .. Page 3
Job #: 3616 Teller St.
Performed by Joe Colbum for:
Boe Kampbell
10381 E. 106th Ave.
Brighton, CO 80601
Ir ilil,[Zllll I'll 11111 gq!r4«<�
6608 W95th Place
Westminster, CO 80021-6422
Phone(720) 354-8105
Scale: 1 :119
Page I
t., ».e Universal 2015
15.0.23 RSU18198
2015 -Dec -31 1846:59
.-ShEastsWe - 3615 Teller St. ri
I
m
Job M 3616 Teller St.
Boe Kampbelf
10381 E. 106th Ave.
Brighton, CO 80601
Authority Air Designs, LLC.
6608 W. 95th Place
Westminster, CO 80021-6422
Phone: (720) 354-8105
Scale: I : 119
Page 2
Right -Suite@ Universal 2015
15.023 RSU18198
.59
2015-ec-31 W45:59
�J
D *
m
FRTMM
Main Floor
a it1C
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Job t. 3616 Tetter St
Authority Air Designs, LLC.
S � 1 VT
Performed by Joe Colburn for.
Page 2
Boo Kwnpbd
6906 W. 95th PlvA
Right-SuftoO Wvmai 2915
10381 E. 1061h Ave.
Westminster, CO 80021.6422
15.9.23 RSU18198
Brighton, CO 80601
Phone: (720) 364.8106
2015-Doe-31 18.45:29
Phone., (303) 734-2936 Fax, (303) 285-7646
".�
.AuftrityAmcom Joe@AuthorityAxrcom
...SLLEaaatsido - 3616 Tore, St.rup
ua�xu.EestssdeHeet.com EooKsrn Eeai
m
•
IWO *01, IMWO M,
provided giving rise to the claim. The limitation of liability set forth herein is for any and all matters for which Authority Air Designs
may otherwise have liability arising out of or in connection with this Agreement, whether the claim arises in contract, tort, statute,
or otherwise.
1849UHTIM,
WO
-mmer -mvj YWJ An F
for the particular service provided that gives rise to the claim, subject to the limitation contained in the above Limitation clause.
Client agrees that it will not allege that this remedy fails its essential purpose.
t..... ...... 0
to a project or Service (the "Reimbursable Costs"), Travel costs are defined as air travel, lodging, meals and incidentals, ground
transportation, tools, and all costs associated with travel. All extraordinary travel expenses must receive Client's approval. Authority
Air Designs shall provide to Client substantiation of Reimbursable Costs incurred,
invoice, Client will so notify AuthorityAir Designs within seven (7) calendar days of receipt of invoice by Client, and if no such
notification is given, the invoice will be deemed valid. The portion of Authority Air Designs invoice which is not in dispute shall be
paid in accordance with the procedures set forth herein.
AGREEMENT
By the Client's use of any report, opinion, deliverable, work product, document or otherwise, the Client agrees to the terms and
conditions set forth in this document, If Client disagrees with the content of this document, the Client must respond to Authority Air
Designs, in writing, within 5 days of receiving the Reports and Designs and discontinue the use of the reports or services provided,
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3(olS TEJ�EK 5�-
f
NilMiTek"
MITek , Inc.
7777 Greenback sane
Suite 109
Citrus Heights, CA, 95610
Telephone 915/676-1900
Re: 3615 Teller v2 Fax 916/676-3909
The truss drawing(s) referenced below have been prepared by lv iTek USA, Inc, under my direct supervision
based on the parameters provided by ProBuild South (Littleton, CO).
Pages or sheets covered by this seal:. 846103248 th u 1.46103268
My license renewal date for the state of Colorado is October 1, 2017.
Lumber design values are in accordance with ANS1t I M 1 section 6.3
These truss designs rely on lumber values established by lathers.
IMPORTANT NOTE: Truss Engineer's responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSI/TPI-1, Chapter 2.
1
*.#0006
PE -46766
December 11,201 5
j- ernandez, Marcos
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,, per ANSI/TPI 1.
s -r' in 3-ae 2-0,0
Scale - 1 A2A
4x4
9 10
33 32 3130 29 28 27 26 26 24 23 22 21 20
3A
LOADING (ptiff
SPACING-
2-0-0
CSI..
DEFL,
in (toe)
Well
Lid
TCLL 30.0
Plate Grip DOL
1,15
TC 0,51
Vert(LL)
-0,11 17-16
n/r
120
TCDL 10.0
Lumber DOL
IAS
SC 0A3
Vert(TL)
-0.1917-18
nir
120
BELL 0,01
Rep Stress Incr
YES
We 0.75
Horz(Tt)
-0.03 20
n/a
We
BCDL 10,0
Code IRC2012fTP12007
(matrix)
LUMBER- BRACING -
PLATE$ GRIP
MT20 197/144
TOPCHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-16 oc puffins.
BUT CHORD 2x4 SPF No.2 BOOT CHORD Rigid boiling directly applied or 5-8-1 oc bracing,
WEBS 2x4 SPF No.2
OTHERS MiTek recommends that Stabilizers and required cross bracing
2x4 SPF No.2 be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 18.4-8,
(to) - Max Herz 2=-60(LC 14)
Max Uplift All uplift 100 Ib car Bess atjoint(s) 27,28,29,31, 32,33,25, 24,23,22 except 2=-178(LC 33),
26-182(LC 13), 20-419(LC 13), 21--707(LC 22)
MaxGrav All reactions 250 to or less at joints) 27,28,29,31, 32, 33, 25, 24, 23, 22 except 2=265(LC 32),
26-629(LC 1), 20-1043(LC 22), 21-322(LC 13)
FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown.
TOP CHORD 2-34-9291866, 3-34-9221902, 34=486W8, 4-5-8630891, 5-6--8381890,
6 -35= -812J$74,7-35--807/889,7-8-780/894,8-9-728/878,9-10-722/881,
10 -11= -757/900,11 -36=-775/895,12-36--779/874,12-13=-805/897,13-14--831/892,
14-15-7631786,15-16=-8831902,16-37--8911914,17-37-902/846
BOT CHORD 2-33-829MO, 32-33=-8291948,31-32-8291948,30-31--8291948,29-30--8291948,
28-29--829/948, 27-28=-629/948, 26-27--829/948, 25-26-8291M,24-25=-829 8,
23-24--829/948,22-23=-829/948,21-22-8291948,20-21=-829/948,19-20-8291948,
19-38-829/948, 17-38--829/948
WEBS 9-26=-602/492,16-20-406/400,14-21-250/225
NOTES -
1) Unbalanced root live loads have been considered for this design,
2) Wind: ASCE 7-10; Vult=126mph (3 -second gust) V(IRC2012)=100mph: TCDL-6,Opsf; BCDL-6,Opst; h-26ft; B-45ft; L-24ft; eve -211;
Cat, 11; Exp C; enclosed; MVVFRS (directional) and C -C Comer(3) -2-0-0 to 1-0-0, Exterior(2) 1-0-0 to 10-11-0, Comer(3)10-19-0 to
13-11-0 zone; cantilever left and right exposed: end vertical laft and right exposed�C-C for members and forces & Mt RS for reactions
shown; Lumber DOL=1 .60 plate grip DOL -I A0
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1.
4) TOLL,:: ASCE 7-10: Pr -30.0 pill (roof live Lumber DOL -1, 15 Plate DOL -1. 15); Pf-30Z psf (flat roof snow: Lumber DOL=I, 15 Plate
DOL -1.15); Category It; Brig C; Partially Exp,; Ct-1.1
5) Unbalanced snow loads have been considered for this design,
6) This truss has been designed for greater of min roof live load of 22.0 par or 1,00 times flat roof load of 30:0 par on overhangs
non -concurrent with other live loads,
7) All plates are 2x4 MT20 unless otherwise indicated,
8) Plates checked for a plus or minus 5 degree rotation about its center,
9) Gable studs spaced at 1-4-0 oc,
10) This truss has been designed for a 20.0 Pat bottom chord live load non current with any other live loads.
A WARMANS - VWWx d.10. pentaterots, sed READAVOITS ON THIS AND INCLUDW WrVK REFERANCE PAGE W7471 fee 14032015 BEFORE USE
Mvafid for, tom The design, is based or upon corron-eters shown. and is for an individocil bottling coorponent, not
I stem b relsf; designer must verffy the oppirloo ty of design pato fess end property Oar rate this design into the overall
:foreMyerIneMbuil inconnec
bukifixtcles%in, firacing fridicoted is to prevent buckfiret of indAdud truss web and/or chord tnernbess ony, A. °. teffpwcry and pefnionentbroc.hg
is ahatys requked for stobffly and to prevent collapse Wth pos0bre persond intury and property darooste, For generd guidance regarding the
toledcofk)m storage, delivery, erection and kyackv of trmser and truss systetm, see ANS111frn QuattyCaterio, tegaq and ECS1 guildea Component
Sattlyfisfismallon avoloble from True Plate hstrfute, 218 N, Lee Street, Suite 3 AtexancirktVA223i4.
I
December 11,2015
....... ...
I.W I =,P-
11) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any
- other members,
12) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at A(s) 2, 26, 20, 27, 28, 29, 31, 32, 33, 25, 24, 23, and 22. This connection is for
uplift only and does not consider lateral forces,
13) Two RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at (t(s) 21. This connection is for uplift only and does not consider lateral forces.
14) Non Standard bearing condition, Review required,
15) "Semi-rigid pitchbreaks including heeW'Member end fixity model was used in the analysis and design of this truss,
AWARMNG- V-YYd--IW1P--0..W WAD NOTES ON TMANDINCLUMOMYEKREPER4NCEPAGEW7471mv. 14""15BEFOWUSE,
In 1, o `*C ond is for on indIviduol bvlddng conVoneni, not
vo " v` O'��
re_ "e d incoWrole Ibb
P11
PrOWY detion hro the over(A
8, -g iriddcateds I only, Add*mol len4x"V and pffmanent brocaV
cYs i
gg;
�ge, Fax Qenwoi rividonce regording the
d -1ertaie
.r C41o", OSS-Iff and ICS1 Bo#dhV Compmont
T 14�
7777 Greenbw* Lane
suite 109
Oftroti0ghts, CA 956}0
- -•.-� ;r Rua .. 7V^A't^U 15-99.10 21.10.0 23-10.0
20.0 5^90"8 5-EY`1Q .... .... 5.0-10 ...5^10.6 ... 2^0-'4.:.
Beale - 1:42.4
Rim
13
3X4 w— 3x4 3x4 3X4 U10 3XIG
LOADING lost)
SPACING.
2-0-0
CSI.DEFL.
In
(too)
i!defd
i1d
TCLL 310,0
Plate Grip DOL
1.15
TC 0.97
Vert(LL)
-0,17
8-10
>999
360
TCDL 90.0
Lumber DOL
1.15
SC 0.85
Vert(TL)
-0,35
6-10
>756
240
SCLL 0.0 '
Rep Stress Incr
YES
WB 0.99
Horz(TL)
0.t37
6
We
We
SCDL 10,0
Code 1RC201
PI2007
(Matrix -M)
nd(LL)
0.19
8-10
>999
240
LUMBER- RACIN -
I Or CHORD 2x4 SPF 165OF 1.55 TOPCHORD Structural wood sheathing directly applied,
SOT CHORD 2x4 SPF 165OF 1.5E `Except., BOTCHORD Rigid ceiling directly applied or 10-0^0 oe bracing,
2-9:2x4 SPF 1,0 2 Was reccrrnmends that Stabilizers and requited cross bracing
55 2x4 SPF No.2
MOGE be installed during truss erection, In accordance with Stabllizer
Installation guide,
Right, 2x6 SPF 9 Po,BE
REACTION& (lb/size) 2=117710.5-6, 6-132710^7-12
#
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t♦ t.M w t
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# ... • ♦ ..♦ ". t f.^t t M Yt.., a...t ♦ w t ♦ :t.. t."
WAMOGr. i+IM9Tydi#ogtM P#r#rvn#f# #»d READ NOTES ON "M AND M(CLUDED OTEX REFERANCE PAGEMP7473 res+. fdA7t120IS BEFORE USE.
TMVoldfor use only vAth ANTeW carnedws. This design to based on upon Trac tern shown, cared h for an OW9,Aduoi buPdd co nt, meat
sysie . Before use. the txn7d designer must ve fp the oppl ab ty of design par tern acrd property hcwpeuote this design into the overaf
building design. d ing indicated b to prevent buckling of individual truss web Writer chord asernbers onty. Additionol femsxwary and Ssenryse e nt bracingy
is ONKVs ea N and to prevent colopse Win possible penisnor irigury and property darrxage. Feu generd gluldonce regarding the
fsrbrk,oflon. storage, defivery, erection and bracing of trusm and truss systems, sale ANSI/Mt Quality Cessfe, 0$9.89 and $CSI a i; Crisrspiet
SaWykildostallon avokible from Truss mate institute. 218 N. Lee Street Suite 31Z Alexandria, VA 22394-
December11,2015
MM
• *^ „�. 7,640 a Sap 2x12415 Mfrek industries, its. Thu tae 10 15:03:46 2415 Page 1
IOOSsAPQtgttf97gZt �,05zYFFE mnLSM9? rOZSpa9IHd3is6_T4ari7. AI,
10.11-0
^2'40 5.90.6 ..,,. ,.. ; 15.11.10 «14
_. 210 _.... 23-10.0
2.40 6-10-6
5-0.10 5.0-10 5.10-6 . . 2-0.0
Scale = 1:42.4
4x4
4
3x6 3x4 3x4 30 3x8
LOADING (psfj SPACING-
2-0-0
30.0 Plate Grip DOL
1.15
TCDL 90.0 Lumber DOL
1.15
BCLL 0.0 ° Rep Stress Incr
YES
BCDL 10.0 Code IRC2012tTP12007
8-10
LUMBER -
360
TOP CHORD 2x4 SPF No:
Ven(TL)
BOT CHORD 2x4 SPF No.2
8-10
WEBS 2x4 SPF No.2
240
CSI.
DBFL.
in
(too)
I/clots
Ltd
TC 0.63
Vert(LL)
-11.15
8-10
}999
360
BC 0.64
Ven(TL)
-0.33
8-10
-799
240
0.17
Horz(TL)
0.08
6
We
nits
(Matrix -R1)
d(LI.)
000
8-10
>999
240
BRCING-
fight. 73 Ib FT - 0%
RigidTOPCHORD Structural wood sheathing directly applied a 3-1-11 oc purlips,
SOTCHORD ceilingd
MiTek recommends that Stabilizersrequired cross bracing
be during truss erection, in accordance with Stabilizer
FORCES.Installation ouide
Max Herz 2-60(LC 14)
yComp./Max.t or i
TOPCHORD 2-3--2396/462, t t
5-6-23961462
BOTCHORD +9-10-192/1517, B-9-192/1517, 6-8-367/2212
NOTES -
1)
y. * * ! #u rt.. t► ... # - i t • to ,.
13-11 -0 zone� cantilever left and right exposed ; end vertical left and right exposed"C-C for members and forces & MWFRS for reactions
shown; ..r DOL -1,60 plate5# 'a t
Category3) TCLL� ASCE 7-10; Pr --30.0 pat (roof live load: Lumber DOL -1, 15 Plate DOL -1 15); Pf--30,0 psf (flat roof snow� Lumber DOL=1 15 Plate
4) Unbalanced snow loads have been considered for this design,
5) This truss has been designed for greater of min roof live load of 12,0 Pat or 1.00 times flat roof load of X0 par on overhangs
norrooricurrent with other live loads,
6) Plates checked for a plus of minus 5 degree rotation about its center.
7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loacs
8) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 vAde will
fit between the bottorn
9) One RT4 USP connectors recommended to connect truss to hearing walls due to UPLIFT at #(a) 2 and 6, This connection is for uplift
only and i elateral
t. 'Semi-rigid plichbreaks includingMember i fixity modelused in the analysis and design
WA NANO • Veft d.19. paratrW. and ftAD NOTES ON THIS AND INCLUDED AtTEK REFEFtANCE PAQaEWT ff,? mv. 4t+V0"015 BEFORE USE.
02me
rase witty lR6FeA eonnectors. This c#assagniztsasedcwsilyy vpern przraetenshavwt, ds Fru sirs&tdsduadbuild' ea ernt, ¢uat
efae use. tfie btsbkS'a'ag designer must v�.rity the appPRicobtGh' of des&gn'a Por tens and pr ire rata this n into Nae i}VBt oh9a'co-cdn atcd*cczfed is to prevent bvckfha of indtvtduo3 truss web on ddcr chord neer nbg . g onty'. Rddit". t . tsrud rserrvteaneni broetng
d Fpr stability and Po prevent ca ewebs poseble persona! injury rand pro FY drama e For moi guidance r rditel tare
, drr, itVery.. ereeP,an arad ktrac:wrg of tanses ari d truss sWettd. see ANSt/it99 C 00, DSS -91 and SCSI Co ponent
an av irCYrax Truss PktYe Institute. 218 K Cee Street Smite 312, Alexandra, VA 22314,
December 11,2015
4x4
4
3x4 3x4 3X4
LOADING (psi SPACING-
-0.0
C t,
DEFL. in
(tae) Udell Ud PLATE$ GRIP
TCLL 30,0 Plate Grip DOL
1"15
TC 0,61
Vert(LL) -0,15
7.9 >999 360 MT20 1971144
TCDL 10.0 Lumber DOL
1.15
BC 0.64
Vert(TL) -0.33
7-9 >796 240
HELL 0.0 { Rep Stress Incr
YES
WS 0.17
Horz(TL) 0.08
6 nta me
BCDL 10.0 Cade IRC201 PI2007
(Matrix -M)
Wnd(LL) 0,10
7-9 >999 240Weight: 70 to FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SPF No,2
TOP CHORD
Structural wood sheathing directly applied or 3-2- 10 ac purlins.
BOT CHORD 2x4 SPF No,2
BOTCHORD
Rigid ceiling directly applied or 9-3.8 ae bracing.
BS 2x4 SPF No.2
Work recommends that Stabilizers and required cress bracing
be installed during truss erection, in accordance with Stabilizer
Installation_ guide.
C it
Max Herz 2-64(LC 15)
Max {
FORCES(14) -Max, Comp,,/Max, Ten. -All forces 250 (lb) or less except when shown,
TOPCHORD 2 -3 -24"474,3 -16=-21031398,16-17--2092/406,4-17-20351417,4-18=-20,501425,
5-18-2118/414, 5-19--23611477, 6-19-2422/467
.• {'r2-9=40012220, 8-9-22611526, 7-8-22611526, 6-7-39412240
WEBS 4-7-761712, 5-7-531/188, 4-9-701675,
NOTES -
1)
13 -11-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MVWRS for reactions
shown; Lumber DOL=l 60 plate grip DOL -1,60
DOL-1,15)� Category 11; Exp C; Partially Exp,; Ct-1.1
4) Unbalanced snow toads have been considered for this design.
5) This truss has 4.. designed { greater of min roof>a of # psf or 1,00- roof load of X0 s. f on overhangs
non-concurrentother live toads,
6) Plates chocked for a plus or minus 5 degree rotation about Its center,
7) This truss has been designed for a 10,0 pal bottom chord live load nonconcument with any other live toads,
8) * This truss has been designed for a live Brad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 ivide will
fit between the bottom chord 4 any other members,
9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPUFT at fte) 6
nd 2, This connection is for uplift
4 and o ♦ consider aforces,..
10) "Semi-rigid pitchbreaks4 4 fixity model was used in the analysis and designof
WARMNO . Y. y gxr .d READ tIOMSOtiTWAtiOWCLODEONTEKRMPANCEPAGEWI4IJtw. raoxmit BEFORE USE,
Destgn void for use only Wth h47e t connectors This, design is based ae�y upon poo tens strown, b for on 6ndivVJvd b inn corrtponent, rout
a true system . Befcae use, Vie b kt& g des gne mus# v the app acobtGty of design parameters and Karo h' krc ate this design retia the overati
ffi deegn, Broci ng indacoted is to prevent t uck1h g of ineyAdvol fnsss vyeb sand/or chcvd nvoribers, only. Additiorrol himpotary and peunarrent hrocki
Is otyrars reqvited for stobttty end to prevent ca se with possibie perse m -A herry and property unmade, Kix genord guidonce regarding Etre
f atiots storage degverY. ereef on and brachg of trusses acrd truss cyst—, se: ,#/1111 C a, D5B 4 end 4CSt 0. g Conese sent
Safety lydasnnascan a e from Truss Prate#nst74ute. 218 N e Street, Surto: 312. Agar , VA "'"*314,
IN
a
W-0 4-11-5 5-19, 8 2-0-0
Scaie - 143,2
2X6
Us
13
3X4 20D 12 11 10 9 8 3X4
Us
LOADING (psf) SPACING-
2-0-0
TCLL 30,0 Plate Grip DOL
IAS
TCDL 10,0 Lumber DOL
1,15
SCLL 0.0 Rep Stress Incr
YES
BCDL 10.0 Code IRC2012MM2007
LUMBER.
BC US
TOP CHORD W SPF No,2
-0.0516-31
BOT CHORD W SPF No,2
240
WEBS 2x4 SPF No.2
Horz(TL)
OTHERS 20 SPF No,2
n/a
CS1,
DEFL.
In (loc)
Vdefi
Lid
TC 0,63
Vert(LL)
-0,0215-31
>999
360
BC US
Vert(TL)
-0.0516-31
>999
240
WB 0,17
Horz(TL)
0,01 8
n/a
n/a
(Matrix -M)
Vvind(LL)
0.0175-31
>9W
240
BRACING -
WeighL 88 to FT=O%
TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc punins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except�
6-0-0 oc bracing:
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation We,,
Irecember 11,2015
A WARWM a V.0 design j..f. >4t d READ stores ON MS AW flWUMW hMK RMAAMCE PAGE MP74.73 rw, 1"34015 BEFORE USE
De
I ro'on
I '1h M
o�
len. iasis do,
bu y
EFot-d b;7
ing
Fs 1- d .d bracing of #ra.«sses nand tease syatarv.. ANS4/IPii . D59-8$ need @&Si 8 rag Caamp srt
$.Qan auaiabisn '0n' Yrans f*kafe Xasti#ufa. 23#3 N. t. Street 5ui9e 3i2, Adexern . YA 23l4„
Jab Truss Truss Type Qty fey
846103292
3BS5;T"Et.LE'R_V7 +.of ;$eassrar +.9 i
PfOB.
... JO, , eferer _
{opt l)
. 7,64a s 29 2016 Wes $ Wend , 0 , Inc. Thu...Dec 10 M03:1F 2015 Nfie 2
10'98sAP09gtdf17gatDGu_05xY6F ®VxosLIplOgsbU oQukJSRKeJKBwH JkPSCgcyAlud
t 3) One RT"4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jbs) 6, This connection is for uplift only and does not consider lateral forces.
14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
WARNfri6 - Y dealgn p tis and READ NOTES ON DO AND WCUMV WYEK REFERANCE PAGE W7413 rev, f"W015 BEFORE USE.
Design vakd for use, onEy with AN`feP cearanectars. this des #n is ba s psr teas shown. 0 for an indhndud buSd"sng c en9, not
a mess stafern, Betore ose, the building designer must verity the a=' iy of deOgn de'poron x0en and propedy ieac ate this dfndgn into the overzafl I
btidestpsw, 8aacing indtca4ed is #a prteverai trucklaz7g of ine3tvidvat andlar chorcd nae Add6t` fe aay card p. hent Lrechg '.
€s s re�arred Oar sfcab2rty arxi fo prevent caasapza wh4h possi per ir' 4xape+tY dctnxage. For erg gsxkiesnce se dkag the
tatxicat an, sf x defYvr r , e erfk n a l k c ca g of f uses s*s S f uns sYste s, see A Sf(TP19 a C a, 650 fi4 and @ Std ng Cexrrpanrnf 7777 Gr back Lane
So t assn avakabte N rn T uss Pk #e &astltute. 2F8 h ,tee Sf set. Su to 332, axa Va 3t4. $sake 109
ovv go15-10-8 21A(SID 23-10H0
2-0-0 4-10-8 4-11-8 5-11-8 2.0-0
Srale, -1:43,2
M!!l=
0
LOADING (psf) SPACING-
2-0-
T
TCLL 30,0 Plate Grip DOL
1,15
TCDL 10,0 Lumber DOL
1,15
SCLL 0.0 Rep Stress met
YES
BCDL 10,0 Code IRC2012(TP12007
LUMBER -
>999
TOP CHORD 2x4 SPF No.2
BC 0,66
BOT CHORD 2x4 SPF No.2
-0,35
WEBS 2x4 SPF No.2
>539
CSL
DEFL,
In
(too)
Ideff
Ud PLATES GRIP
TC OV
Verbl-L)
-0,13
8-9
>999
360 MT20 197/144
BC 0,66
Vert(:TL)
-0,35
8-9
>539
240
AS 0,37
Horz(TL)
0.11
8
ore
his
(Matrix -M)
\Mnd(LL)
0,06
9
>999
240 Weight: 72 to FT = 0%
D Structural wood sheathing directly applied or 3-8-1 oc puffins,
BOTCHORD Rigid ceiling directly applied or 5-7-6 oc bracing,
WEBS I Row at midg! 4-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
lstatlatla7n quids,
REACTIONS. (Itilsize) 2-82610-5-8,6-124/0-3-8,8=155310-5-8
Max Herz 2=60(LO 15)
Max Uplift 2-196(LC 16),6--153(LC 32),8-202(LC 16)
Max Grav 2=850(LC 21), 6- LC 33), 8=1553(LC 1)
FORCES. (to) - Max, Comp,/Max. Ten, - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-223M96,3-16--1411/167,4-16-13181178,4-17=-7611161, 5-17-8619098,
5.18=-137191602, 6-t8=-1 S&I 157
BOT CHORD 2-9--288t2317,8-9=01396,6-8-10671244
WEBS 3-9---8591286, 4-9-4311187, 4-8-17661264, 5-8-562/190
NOTES
1) Unbalanced roof live loads have been considered for this design,
2) Wind: ASCE 7-10: Vult--126mph (3 -second gust) V(IRC2012)-1oomph; TCDL-6.0psf; BCDL=6,Opsf; h-25ft; B-45ft; L=24ft; eave-4ft;
Cat, 11; Exit C; enclosed; MWFRS (directional) and C -C Exterior(2) -2-0-0 to 1-2-5. lnhsrkir(l) 1-2-5 to 10- 11 -0, Exterior(2) 10-11-O to
13-11-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and tomes & MWFRS for reactions
shown; Lumber DOL -1,60 plate grip DOL -1,60
3) TOLL: ASCE 7-10; Pr --30,0 pat (roof live lead: Lumber DOL -1.15 Plate DOL=1,15): Pf=X0 par that roof snow: Lumber DOL=1.15 Plate
DOL -1,15); Category it; Exp C; Partially Exp,; Ct-1,I
P190 Lit
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live toad of 12.0 pst or 1.00 times flat roof load of 30,0 Pat on overhangs
P, HP 0%.
non -concurrent with other live Wits,
0
6) Plates checked for a plus or minus 5 degree rotation about its center.
0
7) This truss has been designed for a 10,0 pat bottom chord live load nonconcurrent with any other five foads.
8) - This truss has been designed for a live toad of 20,Opsf on the patient chord In all areas where a rectangle 3-6-0 fail by 2-" wide will
6766 m *6
fit between the bottom chord and any other members,
tv 0
9) Beating at joint(s) 2 considers parallel to grain value using ANSVTPI I angle to grain formula, Building designer should verify capacity
of beating surface,
10) One RT4 USP connectors recommended to connect truss to beating walls due to UPLIFT at JI(s) 2, 6, and 8. This connection is lot.
uplift only and does not consider lateral tomes.
'Semi-rigid
Ceeaeow
11) pilghbreaks including heels' Member end fixity model was used in the analysis and design of this truss,
A WARIWARt - V.* d-11011 P..1. and READ NOTE$ Oef THIS AND WOLUDED AWMK REFS CE PAGE "P7470 to, taAP9120158EFOREUSE
�e
,;jn4old for use only Win Wetysconnecton INS design, is based on upon porometers shown, end is for an indNidoa buldino, component, not
shen a. pro vsc the buR ding designer mal verify the aprdicoMly of design par tars end prossorly hcorporoto in* design into ton morsto
buiWingdeson. Srannng indicated is to prevent bvckRng of insfividura truss web ondlor chord trerreNiNs only, Additkmoiteniporaryand onentbrochg
Is aWays re oiked for stobitify end to prevent colopse With possitste penonot " and property dorrisme. For general gtAdonce rding the
lobrication, storoge. deOvety, erection and bruchor of tmases end Inns s"ter-, - ANSI/MI QUOWCil 04*,DSS-SgaftdSCSI Baso dhVComponent 7777 Greenback Lane
Solely information avolobie from Inas Piate institute, Vit N. Lee Street, Suite 3M Aiexonddo, VA 22314, side 1409
06
4
Us 3x4 3x4 3sc4 3x4
LOADING (psf) SPACING•
2-0-0
38.45 Plate Grip DOL
1.15
TCDL 90.45 Lumber DOL
9.95
BOLL 0'0 ` Rep Stress incr
YES
BC£DL 145.0 Code IRC2012JTPI2907
LUMBER -
SC 0,49
TOP CHORD 2x4 SPF No,2
-0,1910-13
BOT CHORD 2x4 SPF W1
240
WEBS 20 SPF No.2
CSL
DEFL
in (ft)
Well
Lid
TC 0,52
-0,0710-13
>999
360
SC 0,49
VerflTL)
-0,1910-13
>999
240
we 0.75
#:
0,0310-13
+.
ight: 73 to FT -O%
*#!Structural+asheathing directly appliedor oc purists.
BOTCHORD Rigid calling directly applied or 61 # A bracing,
MiTek recommends that Stabilizers and required cross bracing
be installed during
accordance with Stabilizer
Max Herz yt
Max r t
Max Grass 2=961(LC 21), 8=1220(LC 1) 0
FORCES,
s. . A.. Ten.forces or less except
TOPCHORD 2-3=-166,V320,3-17=-1069/201,4-17-9731212,4-18-0/345, 518-0ra(), 5-19-381350,
6-19-571346
; 2-10-20911433
WEBS 3-10-6241215,4-10--33/613,4-8-10891187,5-8-5531191
NOTES-
1)
Unbalanced + loads M been A...F A design,
13-11 -0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MVVFRS for reactions
shown; Lumber DOL -1.60 piate grip OOL-1.60
3) TCLL� ASCE 7-10� Pr=30.0 par (roof thre load� Lumber DOL=1,15 Plate DOL -1,15); Pf=30,0 Pet (flat roof snow: Lumber DOL -1.15 Plate
i r
4) Unbalanced snow loads have been considered for this design,
5) This truss has e designed forgreater of ♦• 12,0 # times flat roof♦.d of 30,0 psf on overhangs
non -concurrent oat
6) Plates checked for degree rotationabout its center,
7) This truss has been designed for ► t psf bottorn chord live lead nonconcurrent with any other live lraY.:
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom h w ♦ and any other
9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at Its) 2, 8, and 6, This connection is for
uplift only and does not consider lateral forces,
10) "Semi-rigid fiftchbreaks, including heels" Member end fixity model was used in the analysis and design of this truss,
WARMNO- ViwilydWitafteramatani and READNOTES ON TM AND WCI.WV"D TEKWF"A"CEPAQEW7413rev, 14934015 BEFORE USE.
design vo#d for use only with MffeM connectors, This design is b ando upon u tees shovm, and is far onndividuol bWdk ro pareent. not truss system. Before use, the t«uaiiding des' e nwst ver4fy the cnah° of design paroareters erred property incorporate this n Into the overdo
bvkfhg design, Brocird indicated is to prevent buckfi rg of " ai truss web and/or chord rysernbers onty. Addtionof temporory and pennoneni brocing
is oiwoys secured for Mondry or d to prevent colissism Wth possibie persond e4ury triad prop" dornage. For generoi guidance regarding the
fofxicot on, storage dersvery, ensc#`son and brocing of irvsaes avid tress systeruns, zee AR34/urtt QvalftyCdfiyda« OSS -89 and SCSI OuNdIng Component
Safety Information ovatable fusm Truss Notre hstitute. 218 Pte Lee Street, Sartre 333, r,iaxandraa" VA 32314,
Deoember11,2015
7777 Greirstrifsk Lane
109
2-0-0 7 __. 70-0 2-0-0
Sciffe - 1:29 6
0
U4
LOADING tp SPACING-
2-
est.
DEFL. in
(loc) Vdefl Ltd PLATES, GRIP
TCLL 30.0 Plate Grip DOL
t.t
TC 0"31
Vert(LL) -0.03
9 nlr 120 MT20 1971144
TCOL 10.0 Lumber DOL
1 A 5
EC 0.11
Vert(TE-) -0.03
9 nir 120
BCLL 0.0 Rep Stress Incr
YES
VVB 0"04
Horz n) 0"00
6 nla ria
SCDL 10,0 Cade IRC2012iTPI2007
(matrix)Weight:
47 to FT - 0%
LUM ERBRACING.
TOP CHORD 2x4 SPF No,2
TOP CHORD
Structural wood sheathing directly applied or 0 oc purlins,
OT CHORD 2x4 SPF No.2
SOT CHORD
Rigid ceiling directly appy or 6-0-0 oc bracing,
OTHERS 2x4 SPP lslo.2
MiTek reeornmelds that Stabilizers and required cross bracing
be installed during truss erection, In accordance with Stabif6zer
installation guide.
#
# # # #
i
w a Y #
tt
V
4 # J!
#
# #----------
AWARAMO. Vivify dift0on parairsoferi MdREAV NOTES ON 108S AMD INCLUDED AUTEK MFE44MCEPAGE h0r,7419 Me, 1 8fS BEFORE USE
Oeogn valid for use only Win MffeW connectors, This, design hbasedupon par tees O and is for on hdividuat bulding corresonent: rant
a farts systema. 0e:.fore use, the burfld dei a f verify lase ty of designparon hers curd propeoy hCorporate fire design into itis overall
bus'idding deax gen,. eracirrg indicated is to prevent bvcJ*V of hxtviduol Muss ymb and/or chord arembers only, Additional tefferwory and pennoraen€ boscins;
is otwoys reefed lot sfakrors and to prevent coltapse with poselde, personse marry and property damage, For general guidance regardfriq this
rotwicotion, storage. delivery, erection and tracing of trusses and easy, systems. seas ANSI/Mil C ria, 1±55~84 o+tA SCSI 8:.. ng GanPon
safa#tytadwmsa#4rt crvadablePeoanTruss Note kest6#rte,"ZteN Lee Street. Sar7te i2.AIe 'A 424T4,
Pi
fUVb rcaagtirarg,?tutar_vbZY(3t-E*t100ktQDDVta lkbcTvOBaA K BbZV uhozVgyAluY
1440 16-0-0
1.29,6
44
LOADING (psf) SPACING-
2-0.0
TCLL 30.0 Ptete Grip DOL
1.15
TCDL 10.0 Lumber DOL
1.15
BOLL 0,0 * Rep Stress ttacr
YES
BCDL 10,0 Code tRC2012frPt2007
LUMBER -
TOP CHORD 20 SPF No.2
BC 0,39
BOT CHORD 2x4 SPF No.2
}
BS 2X4 SPF No,2
CSL
}
a
Well
x
TC }
}
BC 0,39
}
VVB 06
.
}
+
0,03
6-12
>999
240
3x4
PLATES GRIP
MT20 197/144
Weight: 40 to FT - 0%
TOPCHORD Structural wood sheathing directly applied or 4-8-7 oc purlins,
BOTCHORD Rigid calling directly applied or 1 D-0-0 on bracing,
MiTek recommends that Stabilizers and requited cross bracin
be installed during truss erection, in accordance with Stabilizer
rf} }
Max a
Max Upitft2-194(LC 16), 4-194(LC 16)
mp,/Max, Tan. -All forces 250 (to) or less except when shown,
f f M. } }
4-16-10771197
BOTCHORD 2-6-1031943,
MBS "-01272
NOTES -
1) Unbalanced r#.. live leadshave i ....a.
x.
CategoryCat, ll'Exp C� enclosed; MWFR$ (directional) and C -C Extertor(2) -2-0-0 to 0-9-12, Interion(l) 0-9A2 to 7-0-0, Exterior(2) 7-0-0 to
10-0-0 zone; cantilever Wit and right exposed; end vertical left and right exposed�C-C for members and forces & MWFRS for reactions
show Lumber DOL -1.60 plate grip DOL=1,60
3) TCLL-1 ASCE 7-10; Pr --30.0 Pat (roof live load: Lumber DOL=1.15 Plate DOL -1.15); Pf-30.0 list (flat roof snow: Lumber DOL -1,15 Plate
# C; Partially Exp� Ct-1,1
considered4) Unbalanced snow loads have been for this design,
non-concurrent5) This truss has been designed for greater of min roof live two of 12,0 pef or 1 00 times flat roof load of 30.0 Pat on overhangs
other
6) Plates checked for a plus or minus 5 degree rotation about its center,
7) This truss has been designed for a 10,0 list bottom chord live load nonconcument with any other live loads
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members,
9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at ft(s) 2 and 4, This connection is for uplift
only and does not consider lateral forms.
10) 'Semi-rigid pftchbreaks including heels" Member end fixity model was used in the analysis and design of this truss,
WARNRNO - V -MY chap#» p}r}rnefar} Sed READ NOTES ON 110 AND XCLUDED Ong<REFE44NCE PAGE W7413 Farr. 1Qdt9312015 DEFDRE #ISE,
Design vcafid for use only with Wei connectors. The design isbased= upon porortreters shown, and is for aro erddKiducot butt cent, notopedy
a hvss system. Before use, the d : nxvst verity she iY of design parameters and or Incorporate this design into the oveesh
bWdhg deson. Bracing indicated is to prevent buckling of ' c#axN truss web and/or chrwci merebeers only. Additional temporary old permnent bracing
is ohvosi required for stobirty and to prevent co faith goss"is penond ' sand property domoge, For generat guidance r' rd the
fabrication, storage, delivery, erection and brocing off saran truss system, see ANSI/"CPh C e< bS5-S4 and 8C3�i St"ng Caaap.
reart
Saf f of a ffon ovadable from Truss Pkate, institute, 218 N Lee Street. Suite 312. Atexand rs, VA 2s, _ y
lD:05aAPQlgtW17gZt TOu Q5zY6F-J5A8b4u3 k x9Y"78ZPh KwKOR86 GGA€uX
?-�- ... 14.0.0
2-0-0 7-0-0 7-0-6
_
11
axrm 2x4
7-
Plate Offsets (X,Y)-- (2:0-1-2, dge , [4:0-1-2,E49e]
LOADING (psf)
SPACING- 2-0.0
CSI,
DEFL.
In
(loc)
lldefl
Ltd
TCLL 30„0
Plate Grip DOL 1.15
TC 0.68
Vert(LL)
-0.07
5-8
>999
360
TCDL 10,0
Lumber DOL 1.15
BC 0,42
Vert(TL)
-0.15
5-9
>999
240
BOLL 0,0 '
Rep Stress fncr YES
WB 0.06
Horz(TL)
0,02
4
We
We
SCDL 10,0
Code 8RC20121TP12007
(Matrix -M)
d LL
0,04
-8
>999
246
•
REACTIONS. (lb/size) 4=696/0-5-8,2-86410-”
Max
=69610-5.8,2.86410-
Max Harz -50(LC 12)
Max Uplift4--100(LC 16), 2--196(LC 16)
FORCES, (lb) -Max, Comp,/Max, Ten, -All farces 250 (lb) or less except when shown,
TOP CHORD 2-12-1096/225,3-12-10141237, 3-13-1014/249,13-14=-1014/237,4-14-1095/233
BOT CHORD 2-5--156/962,4-5-1661962
BS 3-5-01274
Structural wood sheathing directly applied or 4-1-14 oc, puffins,
Rigid Y: directly applied or 10-0-0bracing,
requiredMiTek recommends that Stabilizers and o bracing
installedbe during
truss erection,da
Instal
. #-
NOTES -
1) Unbalanced roof live loads have been considered for this design
Catll� Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) -2-0-0 to 0-9-12, lifterior(l) 0-9-12 to 7-0-0, Exterior(2) 7-0-0 to
10-0-0 zone; cantilever left ight exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions
Lumber DOL=1,60 plate a grip w# #i
:. * Pr --30,0 #at (roof live #».# Lumber 1. Plate DOL -1,t ► ».. roof snow: LumberDOL=1Plate
N #f # #.
4) Unbalanced snow loads have been considered for this desigm
5) This truss has been designed for greater of min roof live Wit of 12,0 psf or 1,00 times flat roof load of 30,0 psf on overhangs
non -concurrent with other live bads.
6) Plates checked for a plus or r a •: rotation about
7) This truss has been designed ^# • : 10,0 psf bottom# live load nonooncurrentany other
leads.
8) * This truss has been designed for a live toad of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom other
9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at ft(s) 4 and 2. This connection is for uplift
only # does not•• rr
10) 'Semi-rigid pitchoreaks including heels' Member end fififty model was used in the analysis a design
WARNBNG - VoWd-1119-plinurithin, andREAD NOTES ON 100 AND INCILUMONTEXREPEPANCE PAGE 1.1473 t : 1""015 BEFORE USE Oewatr3 tcx lase orafy wrath Nt'f carsao #cars. Ttats 8ameters stwwn and is for tan lndividuat bold' component, not
asystem. Before use The drug igner" in verity thea c a¢kty oi' de' p ameters and pr inc.ate hats design into Sloe averse
buil design. &lacing trrdicate d is tea Bare t buckfiyng of indi truss eb and/or chord me s orally, Additional temporary and pernrosent brocngMe!6s ys required for stoblity and to prevent c ewith posuble onal �^yvey and rxopedy damage, for general
uida+ace re
fabrication, storage, defivery, erection and bracing of trusserand suss systerns, see ANS#/Tril g girding the 7771 Greenback Large
So twit m rson av bfe from truss Plate Institute, 218 N. Lee Street" Me 312, Alewancdo, VA 223 .CatYes4a, �t56�ffiV and 8C5t ng C So" 109
2.•0-0 5.118 2-7-8 3.9.8. 4.10-10 ,.,.i
Scale = 1.35.4
0
o»�
5x8
2.00 12.. 3x10::«..
LOADING (psf) SPACING-
-€3-0
TCLL 30,0 Plate Grip DOL
1,15
TCDL 10.0 Lumber DOL
1.15
BCLL 0,01 Rep stress Incr
YES
BCDL 10.0 Cade IRC2012ITP12007
LUMBER -
>999
TOP CHORD 2x4 SPF Na.2
SC 0,76
BOT CHORD 20 SPF NO,2
-0.39
BS 2x4 SPF INo.2
>532
OTHERS 2x4 SPF Pio.
VVB 0.39
CSL
DEFL.
In
(lac)
Wed
Ud PLATES GRIP
TC 0,61
Vert(LL)
418
8-9
>999
360 MT20 1971144
SC 0,76
Vert(TL)
-0.39
8-9
>532
240
VVB 0.39
Horz(TL)
0.13
6
the
ria
(Matrix -M)
Wnd(L.L)
0.11
8
>999
240 sght: 65 to FT 0%
BRACING.
TOPCHORD Structural wood sheathing directly appliedor a
BOTCHORD Rigid« directly .# . «
REACTIONS, (dbl ize) 2-1032/0-5-8, Ld
Max Harz —49(LC 14)
Max Uplift 2--217(LC 16), 6--216(LC 16)
FORCES. (lb) -Max. Comp./Max, Ten, - Ali forces 250 (lb) or less except when shown,
TOP CHORD 2-26=-1673/302,26-27--15931310,3-27=-15431311, 34-16391370,4-28=-27821482,
5-28=-2616/471, 6-29=-30261567, 6-29-30961555
Wok recommends t .. 5tabillzers and required crass bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide,
wARNf e; • vedd, daawo. m rametear aaad READ mores aAF rate; AND WC'S..t,fVED I ITEK REFERANCE PAGE A 7471 nnr 140MIS SEFORE (ASIS
D" n v0Ad for use o N w ih hR 3 4... toes. This desPgn s d upon parameters shove . end is for on Individual buld3ng c nt, no
amass sysfe .Beforetion ' mast verily thea csb ty of design p0ratr tern and Property incaPorate this design Into ttre overaft
butldfng design. firac'sag indlooted is to prevent boct.Ping of WrdMducy truss web and/or chord nrembers on€y. Additional ternporay and pernwanent lxocbag
is ceyoys realuued fcar crobEty and to prevent collapse with rocs personal intsary and pro dardoge. For general guWance r d!ng the
faixe,aflon, siafage, dr iduyry, erection and bracing of truss and truss systems, see ANSI/17`11 Quality Crikeirs, 0$4-S9 and SGS/ S.
Safety Ifflonnallan avokilde from Trus Moe institute, 218N. tee Street. Suite 312„ Alexandria, VA 22314.,
December 11,2015
uu�
7777 (4ftntfack Lane
suffe 109
""�'.t1•Ei-:7•Q .. 12 -3 -Hi t..... ... i?' -2-0 .... 19-2-
2"0-0... 2-7-8 344 4-10-10 .. 2-0.0
Scale 9:35..4
4X6
4
pax$
2,00 12 3%10
11-4.0 . , ... ....17-2 0
...
5.91- 5. 8 5 iia ti
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (toe) Well Ud
PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) .0.18 8-9 >999 369
MT20 197/144
TCDL 117,0 Lumber DOL 1.15 BC 0.76 Vert(TL) -9.39 8-9 >532 240
BCLL 0.9 ° Rep Stress Inor YES VVB Ot 39 Horz(TL) 0,13 6 nta n/a
BCRL 10.0 Code IRC2912/TPI2007 (Matrix - M) Vitnd(LL) 011 8 >999 249
fight: 67 to FT - 0%
LUMBER. BRACING.
TOP CHORD 2x4 SPF No.2 TOP CHORD structural wood sheathing directly applied or 3-0-3 oc purlins.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid calling directly applied or 8-6-5
oc bracing.
BS 2x4 SPF' No.2 MfTek mmends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Istaffafion guide,
REACTIONS. (lb/size) 2-103210.5,15,6=100505-8
Max Herz 2-49(LC 15)
Max Uplift 2--217(LC 16), 6=-216(1_016)
FORCES. (lb) - Max. Comp./Max, Ten, -All forces 259 (Ib) or Bess except when shown
TOPCHORD 2-16-16731302,16-17-1593/310,3-17-15431311, 3-4--1639/370, 4-18--27821482,
5.18--2815/471, 5-19-30261567, 6-19--30961555
BOT CHORD -9 =-19311 519, 8.9-17611376, 6-8--48212925
BS 3-9-3921153, 4-9-99/410,41-8-21011607, 5-8=-371/156
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wind; ASCE 7-10; Vult-126 ph (3 -second gust) V(IRC2012)-100mph; TCDL-6 9psf; BCDL-6.0psf; h-25ft; 8-45fi, L-24ft; eave=oft;
Cat. It; Exp C; enclosed; MVVFRS (directional) and C -C Exterior(2) -2-0-0 to 0-9.12, Interior(1) 0-9-12 to 8.1-0, Ext r(2) 8-7-0 to
11-7-9 zone; cantilever left and right ex d ; end vertical left and right exposed;0-C for members and forces 6 MWFRS for reactions
shown; LumberCC7L=1.60 plate grip DOL -1.60
3) TCLL. ASCE 7-10; Pr --30,0 psi (roof lave load: Lumber t7OL=1.15 Plate DOL -1,15); Pf=30,0 psf (flat roof snow: Lumber DOL=1.15 Plate
DOL -1,15); Category ll; Exp C; Partially Exp„ Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psi or 1.00 times flat roof Toad of 30,9 psi on overhangs
non -concurrent with other live loads,
NDOu
6) Plates checked for a plus or minus 5 degree rotation about its center.
7) This truss has been designed for a 10,0 psf bottom chord live load non current with any other live loads,
8) ` This truss has been designed for live food 20.Opsf the bottom
y
a of on chord In all areas where a rectangle 3 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
9) Bearing at joints) 6 considers parallel to grain value using ANSV TPI 1 angle to grain formula, Building designer should verify capacity
of bearing surface.66s
19) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift
�
only and does not consider lateral forces,
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
"
00
December
a",cru #-tS-sP
SOWS
III
Plate Offsets (x,` )-- [2:0-2-7,Edgaj, j4:0-2-7,Ed9 I
6
g;
LOADING III SPACING-
2-0-0
CSI.
DEF1., in
(loc) !/deft Lid PLATES GRIP
TCLL 30.0 Plate Grip CSDL
1.15
TC 0.46
Vert(LL) «0.08
6-16 >999 350 T20 1574144
TCDL 90.0 Lumber DOL
1.15
BC 0.50
Vert(TL) -0.17
6-15 >833 240
BCLL 0.0 ° Rep Stress mar
YES
WB 0,95
Horz(T€.) 0.07
4 nta nfa
BCDL 10,0 Code 1RC2012ITP1 007
(Matrix -M)
VVrnd(LL) 0.07
6-16 >999 240 WIIII 351b FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SPF No,2
TOPCHORD
Structural woad sheathing directly applied or 4-2-4 oc puffins,
BCT CHORD 2x4 SPF No.2
BOT CHORD
Rigid ceiling directly applied or 8.1-14 oc bracing.
BS 2x4 SPF No.2
1I recommends that Stabilizers and required cross bracing
OTHERS 2x4 SPF No.2
be installed during truss erection, in accordance with Stabilizer
Installation guide,
s
#
r
r
f. " " of # #♦... ».Y #. ,. " ' ,Y �# y # # #. # 't * '° # '. M w
a- # ° "# a # - w # Yrs# I a 1i # •.:t t: 1 ► t s
WAR N • Vify dWS. Pmot. and READ NOTES ON TNS AND MCLUDED AUTEK REEERANCE PAGE AW7473 rev, 149M15 SEFOas USE.
Ckes gn vsra�d Ca- arse wihh hiiScak connacPcus. This def ' SZ based tinXy GpCrn ,fere shrswn. and 4 for an ina h4dud bu klI component, not
a truss syxtem. SeBcxe usca. it>e bu3tdiraG des r must veri€'r tine abi9tp aP de ' s Srexgrrrete rs andptopedy hscorpvote thea design into the overatd
b ': " g de ° $racdAtg. safed is tar prawent buckiirrg of i+'rdilvrtiva§ tewsx : flrseffes chcad e only. Addifioncri fenVAxary end peTwnent bracing
tS {Yi 8et�illred {i.# A{flub{}+ Pcro rA+'C;.v'ent G p$rS 4: tt#t 75i7i1w$§ dnit±y GN➢d pf ty°ge, for generoi oukionce reowding the
f ".4caSusn, etcxcstpe, de§§very, eree:tiora rrrrof tardcirmg at trusses esnd tnsss syste s, see A SfltBdi
Criteria, DS3-81i and SCSI SuAtfing Component
Sa arw ave to bran irc.rss t'LSte �es3[dute. 2iE N. lee Sweet. Suite 3t2. Atexandr&s, VA 2`134.
HIM
Ay4
3
LOADING (psf) SPACING. 2-
CS€.
TOLL 30.0 Plate Grip DOL 9.15
TC 0,46
TCDL 10,0 Lumber DOL 1.95
SC 0.50
SCLL 0.0 Rep Stress Iter YES
WB 0.15
BCDL 10.0 Code iRC2012frPI2007
(Matrix - M)
LUMBER -
r
TOP CHORD 2x4 SPF No.2
SCT CHOR 3 2X4 SPF No.2
R
WEBS 2x4 SPF No.2
REACTIONS. (tbistze) 2-743/0-5-8,4-74310-5-8
Max Herz 2=37(LC 15)
0,04
MaxUpli t=-177(LC 16), 4=-177(LC 16)
.+
FORCES, (lb) - Max, Comp,/Max, Ten, - All forces 250 (to) or less except when shown,
:{
,15-16-1568/268,Y
.• 1.. 4-6-19011501
WEBS i
3X4
PLATES GRIP
MT20 1971144
tght. 34 to FT = 0%
ceilingStructural wood sheathing directly applied or 4-2-4 Ire punins,
Rigid directly applied or 10-0-0 do bracing,
Weir recommends w cross bracing
binstalledduring truss erection,
NOTES-
1)
Unbalanced • o.:' .. .. considered for this design,
2) Wind: ASCE 7-10, Vuft=126mph (3 -second gust) V(IRC2012)-100rnph� TOOL-6,0psf; BCDL=S,Opsfh=25ft; B-45ft; L-24ft� eave=4ft;
w r y s (directional) : R Exterior(2)-2-0- 0 to interior(l)1-2-5 t #: 0 to
8-10-0 zone; cantilever left and right exposed; end vertical left and right exposed�C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1,60 plate gdp DOL -1.60
i ♦ ♦ ti ryA.' MR Y.
M r t #
Unbalanced snow loadsbeen
Consideredfor this design,
non-concurrent5) This truss has been designed for greater of min roof live load of 12.0 Pat or I 00 times flat roof load of 30,0 par on overhangs
othero.
checked6) Plates for a plus or minus 5degree rotation about
7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads,
8) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a wrangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
Bearing o .. considers parallel tort ,::: a ANSVTPI I+.le to grain formula,o ♦ designer shouldverify
capacity 0 0
II OneY'w connectors- ♦ - o -w to connect truss to bearing due to UPLIFT at #(a) 2 and 4, This connectionfor uplift
only and does not consider lateral forces,
11) "Sent-jigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss,
°'rnr
i
Aa P NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE W7473rov, IGVVMS BEFORE USE,
gh g#n volyd fa use only wish Weisconnectors, This desQn, is based onthyr upon parcmauten shcavat, read is for an indivkiuot bu c menta rust
a m ss sYS om. Before use, the ba ding des must verify the oppocob kry of dery Aa smeters and property inn ate this deVn deinto the ovkrsaft
bukfirgdesign. firocingt caped is 10 prevent buckirng of WeSvWua9 "s web or sfror chord n s on y. Asidat # cry and peerxarsent bsacsag
is is req . for Vobiify and to prevent co4opse Wth possibte personot imrry and Procerty dorstoge,. For gfers cd sttridance regassfing the W
lubrication, c storogge, delivery, erection azul brocing of trusses end truss syste", see ANSIjiPII € u . Ca. otar S4 and 0 7771 WOW
ng component a sa
Sa mo avol Cram1r..ns PUe knstRufe, 23$ N, tee Street. Surte 3i2, Aiexon VA'.�3t.4. _
«.
6-12
>999
360
r
R
}
0,04
.+
240
FORCES, (lb) - Max, Comp,/Max, Ten, - All forces 250 (to) or less except when shown,
:{
,15-16-1568/268,Y
.• 1.. 4-6-19011501
WEBS i
3X4
PLATES GRIP
MT20 1971144
tght. 34 to FT = 0%
ceilingStructural wood sheathing directly applied or 4-2-4 Ire punins,
Rigid directly applied or 10-0-0 do bracing,
Weir recommends w cross bracing
binstalledduring truss erection,
NOTES-
1)
Unbalanced • o.:' .. .. considered for this design,
2) Wind: ASCE 7-10, Vuft=126mph (3 -second gust) V(IRC2012)-100rnph� TOOL-6,0psf; BCDL=S,Opsfh=25ft; B-45ft; L-24ft� eave=4ft;
w r y s (directional) : R Exterior(2)-2-0- 0 to interior(l)1-2-5 t #: 0 to
8-10-0 zone; cantilever left and right exposed; end vertical left and right exposed�C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1,60 plate gdp DOL -1.60
i ♦ ♦ ti ryA.' MR Y.
M r t #
Unbalanced snow loadsbeen
Consideredfor this design,
non-concurrent5) This truss has been designed for greater of min roof live load of 12.0 Pat or I 00 times flat roof load of 30,0 par on overhangs
othero.
checked6) Plates for a plus or minus 5degree rotation about
7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads,
8) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a wrangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
Bearing o .. considers parallel tort ,::: a ANSVTPI I+.le to grain formula,o ♦ designer shouldverify
capacity 0 0
II OneY'w connectors- ♦ - o -w to connect truss to bearing due to UPLIFT at #(a) 2 and 4, This connectionfor uplift
only and does not consider lateral forces,
11) "Sent-jigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss,
°'rnr
i
Aa P NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE W7473rov, IGVVMS BEFORE USE,
gh g#n volyd fa use only wish Weisconnectors, This desQn, is based onthyr upon parcmauten shcavat, read is for an indivkiuot bu c menta rust
a m ss sYS om. Before use, the ba ding des must verify the oppocob kry of dery Aa smeters and property inn ate this deVn deinto the ovkrsaft
bukfirgdesign. firocingt caped is 10 prevent buckirng of WeSvWua9 "s web or sfror chord n s on y. Asidat # cry and peerxarsent bsacsag
is is req . for Vobiify and to prevent co4opse Wth possibte personot imrry and Procerty dorstoge,. For gfers cd sttridance regassfing the W
lubrication, c storogge, delivery, erection azul brocing of trusses end truss syste", see ANSIjiPII € u . Ca. otar S4 and 0 7771 WOW
ng component a sa
Sa mo avol Cram1r..ns PUe knstRufe, 23$ N, tee Street. Surte 3i2, Aiexon VA'.�3t.4. _
Scale
4x4
B 9 so
,•„ 31 30 29 28 2.s 26 25 24 23 22 21 20 19
1$ 3x4 ..
3A
24-04
LOADING (psf) SPACING;- 2- CSI. DEFL. in (loci Udell Lid
PLATES GRIP
TOLL 30.0 Plate Grip DOL 1,15 TC 0,31 Vert(LL) -0,03 17 €#fi 126
MT20 197#144
TCDL 10.17 Lumber DOL 1.15 Sc 0.10 VerhTL) -0.04 17 nfr 120
BCLL 0.0 ` Rep Stress Incr YES WS 0,04 Horz(TL) 0.00 16 We rite
BCDL 16,0 Code IR20121"iPI2007 (Matrix)
Watgft 96 to FT 0
LUMBER. BRACING.
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
SOT CHORD 2x4 SPF No.2 RUT Ch ORD Rigid ceiling directly applied or 6.0-0 oc bracing.
OTHERS 2x4 SPF No,2 Mitek recommends that Stabilizers and required cress bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS, All beatings 4-
(tb) - Max Harz --65(L 14)
Max Upttft All uplift 100 lb or less at iotnt(s) 25, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19, 18 except 2--149(LC
16), Ifs=_'149(LC 16)
Max rav All reactions 250th or less at joints) 24, 25, 27, 28, 2, 30, 3, 22, 21, 20,19 except-377(LC
21), 31=324(LC 32), 18.324(LC 33), 16=377(LC 22)
FORCES. (to) -Max, ComplMax, Ten. -All forces 250 (to) or less except when stn
SS 3-31 =-25 21152, 15-18-2531152
NOTES -
1) Unbalanced roof live loods have been considered for this design.
2) 44#ind: ASCE 7-10; Vult-I 26mph (3 -second gust) V(tRC 012)-100mph; TCDL=6.Opsf; SCDL=6.Opsf; h=25ft; S-45ft; L=2411, eave=2ft;
Cat. It; Exp C; enclosed: MVVFRS (directional) and C -C Comer(3) -2-0-0 to 1-0.0, Exterior(2) 1-0-0 to 12-0-0, Corner(3) 12-0-0 to 15.0-0
zone; cantilever left and right exposed; end vertical left and right exposed C -C for members and forces & MWFRS for reactions shown;
Lumber DOL=1,60 plate grip DOL -1.60
3) Truss designed for wind toads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSWrPt 1,
4) TOLL: ASCE 7-10; Pr -30.0 psf (roof live load. Lumber DOL -1.15 Plate DOL -1.15); Pf=30.0 psf (fiat roof snow: Lumber D0L=9.15 Plate
DOL=1.15); Category 11; Exp C; Partially Exp,; Ct=1.9
5) Unbalanced snow loads have been considered for this design.
{� ,
6) This truss has been designed for greater of min roof live load of 12,0 psf or 1.00 times flat roof toad of 30.0 psf on overhangs«
non -concurrent with other live toads
7) All plates are 2x4 MT20 unless otherwise indicated.
rev c
+
8) Plates checked for a plus or minus 5 degree rotation about its center.
C3
9) table requires continuous bottom chord bearing.
�
10) table steads spaced at 1-4-0 as.
66 Mo
11) This truss has been designed for a 1(L0 psf bottom chord live load nonconcurrent with any other live toads.
�
12) " This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3- tall by 2.0-0 wide will
fit between the bottom chord and any other members,
Glx
13) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 25, 27, 28, 29, 30, 1, 23, 22, 21,
20, 19, 18, and 16, This connection is for uplift only and does not consider lateral forces,i
"Semi-rigid
14) pkchbreaks including heels" Member end fixity mode$ was used in the analysis and design of this truss.
ONA
W - li `.. MAID NOTES ON OAS .41141 JWL 0DW dM MK REFS NCE PA GE 0•7473 mv. MOMIS Saxons NSE, u..
Deskol void for tw, onh, with Wen& connectors. This desig+ sipso bweed c nj up*n portame4 sf o wi, and b for an hdN ud btAdk)g Ca t not
a twis systean. Berate use. the ' rr
kvg de w.+st veepty opplicobi iy of devWg tens and. prop W " krc ofe this deggn de"tato it* owsao4
. Brae Matracated ks to prevent buckping csf indduidtta# Noss weir andlor chcxd er2e Addirsond ferripoory rand piomonent baocing"
is r tcaz s1 `hr rand fxa prs++ent ca4agws wifit pia ie risrserrscs4' arxi demo . For gen d guk9atace r dhri the
t cefkan aicw . . dstiwr„ty. erec:titwrr ane$ txcecksg of hvasses cane truss systems, zee AHSi{[P#t Qu
Cdhato OSS -67 wend SCSI. Cc mpo 7777 Greenback Une
awn heats Tnrsc Pka� 4+sfiiute. 218 N. les Sfraret. Sul#e 9a2, Rlexar? , etA 2z3i4. Susie i09. ..
vt
4
IN
o-q-sw ._.. _.. 7d -i}-+3 17-7.2 24-0-0 2iS»# 0
2-00 6.4,14 $-7-2 5-7.2 ...6.4-14 2.0-0
..
Scale = 146.0
0
3x4 3x4 - 3x4
3X6 3x6
LOADING (psD SPACING.
-O.0
TCLL 30.0 Plate grip DOL
1.95
TCDL 10.0 Lumber L
1.15
BCLI 0.0 * Rep Stress inor
YES
BCDL 10.0 Code IRC24121TPI2007
8-10
LUMBER -
360
TOP CHORD 2x4 SPF No2
Vert(TL)
BOT CHORD 2x4 SPF No.2
-10
VVESS 2x4 SPF No.2
240
CS#.
DEFL.
in
(Boc)
Udell
Ud
TC 0,83
Vert(LL)
-0.19
8-10
>999
360
C 0.72
Vert(TL)
-0,42
-10
>692
240
VM 0.99
Hora(TL)
0,10
6
n%
n1a
(Matrix - M)
Wn (LL)
0.12
8-10
>999
240
RACING -
fight: 79 to FT = 00%
TO10f CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins,
SOTCHORD Rigid ceiling directly applied or 9-2-9 oc bracing,
Mrrek reconimends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
FORCES,Max Horz 2=66(LC 15)
Max Uprrft2-266(LC 16), 6�266(LC 16)
# t
t
TOPCHORD 2-3-26671506,
3-17--2330/432,01
06
BOTCHORD 2-10-38012464,
WEBS 4-8-78f785, 5-8-59W203,#
NOTES-
1)
2) Wind: ASCE 7-10; Vuft-126mph (3 -second gust) V(IRC2012)-100rriph� TCDL=6,Opsf,, BCDL-6.Opsf: tr-25ft� B-45ft: L-24ft; eave-4ft;
Cat, ll� Exp C; enclosed; MVWRS (directional) and C -C Exterior(2) -2-0-0 to 0-9-12, hiterioril) 0-9-12 to 12-0-0, Exterfor(2) 12-0-0 to
15-0-0 zone; cantilever left and right exposed � end vertical M and right exposed;C-C for members # forces & MWFRS for
shown; Lumber DOL -1 A0 pride 96P DOL -1,60
R e## w
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 1,00 times flat roof load of 30,0 psf on overhangs
non -concurrent with other live loads,
6) Plates checked for a plus or minus 5 degree rotation about its center,
7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live load&
8) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will
fit between the bottom •. # and any other
9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at ft(s) 2 and 6, This connection is for uplift
only and does not consider lateral forces,
10) 'Semi-rigid pftchbreaks including heels' Member end fixity model was used In the analysis and design of this truss,
December
+i w
I
5-0-10 5^0^50
a
4
2x4 •, 2x4 i i 2x4 ;,-�
LOADING (psh SPACING-
2-0-0
CSI.
TOLL 30.0 Plate Grip DOL
1.15
TC 0,26
TCDL 10,0 Lumber DOL
1.15
BC 0.14
BCLL 0.0 " Rep Stress Incr
YES
M 0.04
BCDL 10,0 Code IRC2012ffP12007
(Matrix)
LUMBER -
rade
TOP CHORD 2x4 SPF No.2
SOT CHORD 2x4 SPF No,2
OTHERS 2x4 SPF No.2
DEFL.
In lioc)
Udell
Ud PLATES GIP
VerdLL)
nta
The
099 MT20 1971144
Vert(TL)
rile
nta
999
ttorz(TL)
0.00 3
Ola
rade
Weight: 23 lb FT = 0%
BRACING-
# sheathing directly
BOTCHORD Rigid ceilingdirectly applied osa oc bracing,
MiTek recommendsand required ciess bracing
be Installed during truss erection, in accordance
Installation outdo,
• #
Max Harz 1-19(LC 15)
FORCE& (lb) - Max. Comp,/Max, Ten, - Ail forces 250 d1a) or less except when shown,
WEBS 2-4-3411179
NOTES -
1)
# # a M: i Ok • ai.
Cat, It; Exp C; enclosed" MWFRS (directional) and C -C Exterior(2) 0-11-5 to 3-11-5, interior(l) 3-11-6 to 5-0-10, Eidedor(2) 5-0-10 to
9-0-10 zow cantilever left and right exposed; end vertical left and right exposed�C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1,60 plate grip DOL -1,60
DOL=I 16); Category 11; Exp C; Partially Exp.; Ct=l,l
4) Unbalanced snow loads have been considered for this design,
5) Plateff checked for a plus or minus 5 degree rotation about its center,
6) Gable requires continuous bottom chord hearing.
7) Tits truss has been designed for a 10D psf bottom chord live load nonconcurrent with any other five loads,
9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will
fit between the bottom chord other
ii) One RT3A USP connectors recommended to connect truss to hearing wells due to UPLIFT at #(a) 1, 3, and 4This connection Is for
uplift only and does not consider lateral forces.
10) a pdchbreaks Including heels"Member end fixitymodelwas used in the analysis and design of
WARAANViipal.andREAD NOTES. ON TM AND INCLOVEDANTEKREFER01WEPAGCW1473mv, 14,022ins BEFORE USE:
ge weld It'sr ane only wfth Weiser connectors This design 4 based or u. pcararraeters ata � Tem an kxtividual bu c int, not
es tears syslent. setore use, the bat+"k ' designer meSSf verify itre czppFc:atri ty of design paron'seters md propimy,heorporate thEs design into the ovtroft
bulofinSc design, brocing todica ed h to prevent bucMing of individuot truss web ond/or chord mernben Oros, Addiiiarroi ternporoty cued penruorreni bracing
is otways required t« sfoloiity and to prevent colsopse with possible persona inlu+y and property dorsidge. for qorwfid guidonce regarding the
tcsbricoWn, storage, delivery, erection and broeng o1 frusses and truss sirstetym see /Tilt . DSC491 1 ng Component
solelyt tion ovolobirs from Truss Note irestf ute, 2 18 N. Cee Street, Suite 3d A ex a re VA r2314.
Y�
wa°�l v
j+
ut#r
14 ii II
i,
I
N
3--0.10 $10.10
4.00 12
2
LOADING (pst) SPACING-
2-
CSI.
TCLL 30,0 Plate Grip DOL
1.15
TC 0.09
TCDL 10,0 Lumber DOL
1,15
BC 0.18
BCLL 0.0 " Pep Stress Incr
YES
WS 0,00
8CI?L 10.0 Code IF4C2012iiPt2007
(Matrix)
LURBR-
Rigid ceiling directly applied or 10-0.0 on bracing.
TOP CHORD 2x4 SPF No.2
be installed during truss erection, in accordance with Stabilizer
BOT CHORD 2x4 SPF No.2
Installation aside.
N
EM
I
DEFL. in
(loc) Weir Ltd PLATES GRIP
Vert(LL) the
did 999 MT20 1971144
Vert(TL) fila
- We
Horz(TL) 0.00
3 rata We
tight: 12 Ib FT = 0
BRACING -
SOP CHORD
Structural wood sheathing directly applied or 6-0.0 no puffins,
BOT CHORD
Rigid ceiling directly applied or 10-0.0 on bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation aside.
Max Horz I-10(LC 15)
• " •ms(to) or less except when shown.
CHORDTOP 1• 0
NOTES -
1)
2) Vying: ASCE 7-10; Vu#-126mph (3 -second gust) V(IRC2012)-100mph� TCDL=6.Opsf,, w i µ
Catll� Exp C; enclosed; MWFRS (directional) and C -C Extedor(2) zone: cantilever left and right exposed; end vertical left and right
exposed;C-C for members and forces & MVWRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1,60
Category
between4) Unbalanced snow loads have been considered for this design,
5) Plates checked for a plus or minus 5 degree rotation about its center.
6) Gable requires continuous bottom chord bearing,
7) This truss has been designed for a 10,0 per bottom chord live load nonconcuffent with any other live loads,
8) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will
fit the bottom t and any other members,
9) One RT3A USP connectors recommended to conned truss to bearing walls due to UPLIFT at that I and 3, This connection is for upift
only ♦ does
considerlateral i..
0. ti. Aincluding�heels"Member i fixitymodel
was 't in the analysisand design of this truss,
WA . Nt3+ trafry W On atvra . 6 N TES ON TM AND INCLUDW OTLR REFEMWE PAGE W7477 rev. fee"0115 WORE USE.
Design void rd, use only Wth mlek i connectors, This design is based�upan tern shown, end is for on kid° ual b ca nent,. not
a truss syxtern. frefore use. the building designer niust ver4 the appk of design posarnetesx and property hcorpoeste the design On, the o woq
building design, f racerg indicated 4 to prevent buckling of hdAduol inns web sonfl x chord mernuess only. Addi ionat ternwary and pessnonwit bracing
ys required for stobtity and to present cokopse w&th possidie pessonaf infury and property donsage. For geneosi gtAdome regarding the
fabrk:oticn storage, delivery, erection and bracing of Ureses and 4russ wsferns, see Sli5P94 G a, eSR R9 said 3 R nR Goanp t
Internsaffon avarlabie (torn Twee Pi ate Institute, 218 R Lee Street, Suite 3tZ Alexandho,. VA 22,314.
December11,2015
t
a
MM
4x4
3
Same -1.25,2
3x4 .,� 6 7 6 3x4
2x4 2x4 2x4
LOADING (psi) SPACING-
2.0-0
CSI.
DFL, in
(too) Udell d PLAYS GRIP
TOLL 30.0 Plate Grip DOL
9,15
TC 0.21
Vert(LL) Wit
WE 999 MT20 1971144
TCOL 10,0 Lumber DIOL
9.15
BC 0,09
Verl(TL) We
nfa 999
BCLL 0.0 ` Rep Stress Iver
YES
VVB 0.04
Horz(TL) 0,00
5 pro WE
SCDL 10.0 Code IRC20121TP12007
(Matrix)
fight: 38 lb FT - 0°rL
LUMBER-
BRACING -
TOP CHORD 2x4 SPF No.2
TOP CHORD
Structural wood sheathing directly applied or 5-0.0 oc purlins.
BOT CHORD 2x4 SPF No.2
BOOT CHORD
Rigid ceiling directly applied or 94.0.0 oc bracing.
OTHERS 2x4 SPF No.2
RAiTsk rate inmends that Stabilizers ar t3 required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
—W-7 Andeanngs f5-4-V—
Harz
Max Uplift All upidt ar lb or
MaxGrav All reactions r to. # r
FORCES. # a # or
NOTES -
1)
2) Wind: ASCE 7-10; Vuft=126mph (3 -second gust)
cat11; # # t# R *shown� Lumber DOL -1,60 .
plate10-8-2 zone; cantilever left and right exposed; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions
"
Categoryrip DOL -1 60
Pet
checked4) Unbalanced snow loads have been considered for this design,
5) Plates for a plus or minus 5 degree i s about
bottom6) Gable requires continuous bottom chord hearing,
7) This truss has been designed for a 10.0 psf
8) * This truss has been designed for a live load of 20.0psd on the bottom chord in all areas where a rectangle 3-6-0 toll by 2-0-0 wide will
fit between the bottom chord and any other members,
..RT3A USPconnectors recommended to connect truss toik k walls due to t and « This connection is for
uplift only ♦ i'
10) "Serni-sigid pitchbreaks including heets" Member end fixity model was used in the analysis and design of this truss,
WARNING - Weill, deeJgn parameters ami READ NATES ON TM AND WCI WW ANTEK REFER.ANCE PAGE16 P7473 pair. 1Gkq"01S BEFORE USE,
Cs 'on vaSc9 for use only v>•ftFt Weise cesrraasators This: designs is rased antY a parannetes shown., and 4 for ata find' uoi building can ernt, not
sa LAM system, Before use, the Widing designer must verkfy the icabSuty, of design Porcerreters end property Incorporate this design. into the oversff
building design, Brocang indicated is to prevent buckliag of WKINWOL truss web ami/tar chord inenibers only, Additional temporary and perroarrent brocing
6 chorys required for Vob5rty and to prevent coNotire vAth pussVe pessonai " and property dernage, rxx minerat grAdance regoldlog the
folark.ation, storage, deliveryerection and bracing of trusses and tti ns system, see ANSWT111 C , OSN-84 and Nu ng Comp t
Solverfalomaltint avauable from Truss Plate institute, 218 t7. Lee Street, Suite 3Q. Atex. `a, VA 22314,
December l
5.8-2 rig"2
IN
4
2x4 == 2x4 2x4 Z�
0'0-1
11.4.4 ....
_. ..
@•0-Y
1138
... _.. ... ...
LOADING fpsf) SPACING-
2-0-0
CSL
DEFL, in
(toc) Well t.ad PLATES GRIP
TCLL 3(r0 Plate Grip DOL
1,15
TC 0.36
Vert(LL) We
WE 990 MT20 1971144
TOOL 10.0 Lumber DOL
1,15
SC 0.19
Verff%) nta
n1a 999
SCLL. 0.0 " Rep Stress incr
YES
WB 0.05
Hsrz(TL) 0.00
3 nae We
SCDL. 10,0 Code iRC2012I TP12007
(Matrix)
ight_ 26 to FT - 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SPF No,2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
SOT CHORD 2x4 SPF No.2
SOT CHORD
Rigid setting directly appy or 10-0-0 oc bracing.
OTHERS 2x4 SPF No.2
MiTels m nds that Stabilizers and required cron bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide,
i=
Max Harz 1-22(LC 15)
FORCES, (lb) -Max. Comp./Max, Ten. - Ali forces 250 (lb) or less except when shown,
WEBS 2-4-393/187
•
enclosed;1) Unbalanced roof live toads have been considered for this design,
. . w } . }
zone; cantilever left and right exposed; end vertical " and right exposed;C-C for members and forces & MWFRS for reactions showim
Lumber }i } } «#
' ! Pr -X0 •♦ •.. ... Plate •1.. }. a ♦•: .... p... • ...;:,..
i -bY. }
4) Unbalanced snow toads have been considered for this design.
5) Plates checked for a plus or minus 5 degree rotation about its center.
6) Gable requires continuous bottom chord beating,
7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live toads.
♦ ..s}.. designed for .. live loadof #eb:' on the bottom 1: in all areas where a rectangle}t tall by 2-0-0 wide will
fit between 4 any other members.
9) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jhs) 1, 3, and 4, This connection is for
uplift only and does not consider tateral forces,
10) 'Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss,
WAR Q - Vivityrferignparanishtisond READ MOTES ON TINS AND INCLWWARTEXREFERANCE PAGE Mr,7472W, 1AW,2015 BEFORE USE
11esign -kdd tear use Only Witty t €ie connectorx Toms de ' is d +17Vn Par tars shown, rand k for on indiAdvol buSding co rat, not
.,;%truss system. Before case, the ing rtes ner rmast ueity the aP0=1LY of design parameters and property inc ate this design into the overolt
bukfing design, Stcacing indicated 4 to Prevent buckimg at inckoduol truss web and/or chord "nibers, aa*, Additional ternporory and permanent bracing
Is alw ayi racivired for sioblity and to prevent cokpse Y iffy possible peri and property dornarise, For general guidance regarding the
fabrication, stowage, delivery, erection and bracing of fraasses and tntss altene, see AMSI/fIrn Clu n. OSS
. »S9 and SCSI leading Component
SaI ovagaarce 0cam truss Plate Institute 218 N, tee Street, Suite 312, Atextara ' „ VA I4.
December
suite 109
V
BE
4cD 12 4 2 5:
2x4
LOADING (psl) SPACING-
2
CSL
DEFL. to
([oc) Vdeft LAI PLATES GRIP
TCLL 30.0 Plate Grip DOL
1.15
TO 0.15
Vert(LL) me
- nta 999 MT20 197/144
TOOL 10:0 Lumber DOL
1.15
BC 0.33
Vert(TL) nta
w n/a 999
BOLL 0,0- Rep Stress lncr
YES
WE 0.00
Horc(TL) 0.043
3 nia n/a
BCDL 10.0 Code IRC201 iTP 2007
(Matrix)Weight:
15 to FT = 09
LUMBER-
BRACING -
TOP CHORD 2X4 SPF No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 2x4 SPF No.2
BOT CHORD
Rigid ceiling directly applied or 10- oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
installation guide,
REACTIONS. (!b/size) 1-274f7-2-12,3-27417-2-12
Max Harz 1--23(LC 14)
Max Uplift I--40(LC 16), 3= 40(4C 16)
FORCES. (lb) -Max, Cotmp.tMax. Ten. -AIL farces 250 (lb) or less except when shown.
TOP CHORD 1-4--369/243,2-4--3171247,2-5--3171247,3-5---369/243
BOT CHORD 1-3--198/323
UnbalancedNOTES-
foods. {
Catt : enclosed; . RS (directional) and i..zone; left
n right exposed;
.i. .! end vertical left and right
Categoryexposed�C-C for members and forces & MWFRS for reactions shown; Lumber DOL -1,60 plate grip DOL -1,60
3) TCLL: ASCE 7-10; Pr -X0 psf (roof five load: Lumber DOL -1,15 Plate DOL -1. 15); Pf=30.0 psf (flat roof snow: Lumber DOL -1,15 Plate
♦ #"«.,tin.«
Unbalancedsnow oods have been considered for this design.
g
checked5) Plates for a plus or minus 5 degreeiabout its center,
bottom6) Gable requires continuous bottom chord bearing,
7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live toads,
8) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the t { and any other members,
9) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at flis) I and 3, This connection is for uplift
only and does not consider lateral forces,
10) "Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss.
NNOWN
WARNNO - V "0. pormotem and AM NOTES ON VWS ANO INCLUDED ANTEXAVFEAWCE PAGE MI -7473 rev. i 15 SEFORE USE.
DeOgn vo5d for use Inky wash Mlei* connector, This dextgn b ed 00rkv1 trron po tern wn, unci is tar can individuot b component, not
a truss system. Before use, the build designer must ve»fy the cabiSty of defign porometers and proper.ty incorpcx'oie this design into the overoas
"ding design,. Bracing imutcated 4 to prevent buckOng of indvidud Iran web and/or chord mernbert orriyy. Audit'.. ternporary and permanent bracing
Is dways regueed for stabskty and to prevent co#opsf with possibie, persond " `. and property domoge.. For geneon guidance regarding the
fobrico6m storage, deflvery, ereck rn and bracing of tn,uses and truss systems. see ANSI/TF11 CdWo, M-$rs and BCSt Su Component
Sofelyinformation, avoflobe, from Yrcrs More 9nstitute, 2 ui Ft. Lee Street Suite 312. Atexandria. VA 2131k
December !
MII
o
z X M fF
" ° 0
r�
e er ' t t
cr
MN ca n o
'�gin° rs ° c c0> on > a
"q z 0 `;
° ' c:Ir ID
c t
CD ID��� 'c 203 �� �. acne � � '�
= 2 s- n � cr to a a Q
cia`caI'D ` n
0 m< eD q s a ti c, ca
can t " n � 0CUD
, " _
?- Hca. c
a
s
MM 6 C? TOP FitPD
'm z co
ren ,.«, cile .�..
e?,MR pi
C) 4' -�
z M e 91 3
n f}
_ o 0 cb
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_The first 2510f a drivfrom the existin,
edge of pavement into t.e site shall be_
surfaced with concrete, asphalt, brick paver
or similar material. Contact Dept of Public
-As part of the foundation insPection
Works for ROW Permit X03-235-286 L FIRST FRAMfNCjINSPECTION, �i completed,
Iun. sealed.® Fdt
n andElevation
�
Certification sha Abe subs
review,
The certification. roe shbe
Professional Land l completed by a
.r ficensed in the state of
Coloradostab
w, was constnicled in
J 4,:
applicable' bl( Jance with afl, Tunimum setback and
-� .. �a USE _1"TY)s
i
T A
`iat
' r
F.
Malling Address: (it diftrant then property address)
d
«
s
Use of + A «
D . i n ldf work: .rm is Valum, A + NM
s ,,
+rte
. . , . . . . .
. . . . . .
Building Permit Permit Number
19617
CTI'I' OF WHEAT RIDGE 12/27/2005
7500 west 29Tx avw,u wheatridge, Co 80033 ' Inspection Llne
303-235-2855 303-234-5933
Residential Mechanical
PROPERTY 3615 Teller St Unit:
owtvER: Cazoline Mullory (303) 423-0341
Descriptlon
Insta1190K Btu furnace, Cof&nan Electric to do furnace hook-up, GFI & light / switch
CKv of Wheat Ridg~ PRESCRIpTIVE ENERGY CODE
BOILERS / FURNACES A MINIMUM OF 90°h AFUE
GAS 1NATER HEATERS A MINIMUM OF.60 ENERGY FACTOR
ELECTRIC WATER HEATERS A MINIMUM OF.93 ENERGY FACTpR
lETBACK THERMO$TAT REQUIRED (EXCEPT HYDRONIC HEAn
11141 WALI.B n R.Ti CEIUNGS • R-18 CRAWLSPACES
Units: Occupancy: Walls: Roof: Stories: Sq FceC
I hereby evtlfy fh~llYe eeWuk dY'aose propo,eA Ey IIW permit aDPileadmaR wmnle,+nA do ooc vbhte ~yptlnble oNio~neu. mb orregubabu Mthe City of
WAe~t Ald`s or wveunls, euemmb or rnW¢Ilovs of ~emM; that ~11 iaweremmb Wowo, ~nd atleg~tbn~ maAe ~rc ~avnle; W~t I have rtW ud ~pve m WWe by
~B tondWoo~piatod m f1W ~Pp14etion, and tWt I urvme fiJl nepovlbWty for comPdo~n with Nc Went RIECe BaWin{ CoEe (1_&C.) ~ntl &Y e~er appYsabk .
W6~[AI~ or~Yl~ce4 for noric mder th4 penait ~
1 7We pnnk wu luued Ie amrd~em w~N ~~e proWbe~ s[ for1E In your apptlutlov ~nA 6 ~ob~ec[ ro the I~we o(the SfHe of Cobe~ ud ro the 7plu~
Re~ubtlouud BoOdle~ Cotle o( Whnt AWiq ColonEO er ~ny oNm ~pptlaabk oMle~nns of Ne Cky.
3 Every pe'mit I~mad ~L~Ybetnme Inr~l~d uokn Ne wor4 on Ihe Yte auNorized by futh permlt la commevtal wi[Wn 160 d~y~ ~Pke ib Ywan. m NOe Mo~Y
~uthortrd on We tlte by ~ech pe~mit le ~uapeeEW or Wmdovetl fv ~ perbC of 180 dqa oRer We tlme of work b romueneed
l If Ihb peemll aapbq a aew pernit mey be uqvlred for a fa of avo-hW tbe nmaant oormtQv reqnirtd, providM m cWeen hrve Gm or xil Ee mWe In We
erl~le~lp6o~ ~nd ~pal0eatbu ~ed ~ny suepm~lon or ~b~edamomt hu sot aeeeded one (1) Yar. if~hmt+~rt wtle or U~mpeWOV ar ab~vdmsmt
eseutl~ au (1) yar, fu0 fw tla0 be paid tor a ee~r pe'mll.
4 NowaYOf~nyv~ouer~WllbedovetL~twWaWnCet6emtnNMwofw~lersaueie'~drdoaeeprobkm
5 Cmtrubr,Y" notlfyNeHUYdln{IoryMnrtwwtY-four(34)houninaAVavafor0 iupMlovs mdshO rtetlvewNdenapprovalom lupMlm ardbetore
promedb 4a, 4
6 •ppppnvYOfdrmlo epeclfiotlem~W11no16emnxrvedrobeapermltfor,oorw. pprvvd o4~yMOblbnofWe
~ ordlvoocq bw, rub w reeuWbo.
Chk(1hWtlb[lo4aror SIQVmDAT6
Tuesday, December 27, 2005 Page 1 of 1
Bec 23 OS 12:42p w,.,~~v~~-cs~-~g55 P.2
7 0I WESTV~TFj qVRIDGrz
Date :
ENUE
WHEAT RIQGE, CO 80215 /~I
Properry pwner :
Property qddress :
Contrectur License No. :
Company ; &r=
I neraey
Ind & r
4PPHCatipq. intl tllii 1
Cade (u.B.C.) and all
S
APP_1CATION
Q~~ • Phon :
, ~93- ~{23 D3ltl/
ea-FF
Co~sUuction Value
if' Pertnit Fee
[bns
~irig I Use Tax
R
o ~if'~ic 7~1r ~ ~ ~ se :
gummEmm
APProvaI :
Zoning :
Emma==
APP►aval :
APProval :
Occupancy : Walls
Roof : StoN ,
ElecUical License No
Compan
~~~1 /~Plumbing License No :
ny :
Ecpiration Date : Expiraryon Date :
APProval :
Approval:
Expiration Date :
Approval :
(1) Th4 Ydmil rna hwukotl. qIn
(2) Th~oart:t aneX B~ a~~ ~ np+~~nnenn0~~eNbn and 4 wrt !K[ ~tlr Mw o11M SWa IX CdoraGe aM b Me Zminy
+wneanaabra°~° N tlierak x'~'O~+oWkse~sonf~di eC
(I) II Nis pwmv( axP~ j ~ qv~0 ~Y+. ~Y (~7) tlNS Gam k;w WM or (9) ua dip~q 0wnnixatl is ausoenoM or
~9^sI Phnf aM tpedllopqu~~ j~ Mn~ or ah~ a aN-MY tlq ampw0. ndnyly roG pay~ytl no dqnpe+have l~en w wp De nw0s N IM
•■~.w. ans ro rav. ~w i... wn w p.a r« a nswp~Y ~^a ~"O~sEed ane (1I u0L I/ CNlqes en IroEa or if suel~bn a ap~ndpnmeM
(5
(4) WM ) ~ ~ehM .w„. ~~~~~~tlM Ilpwn/xByr piuNy~ ~
proce.e~i, b__..'
(6) 7M hs pux~ a1 a Oa+~~ta ~ii pqrY «+wNqs ra t a~a kr NI wriMen+vPMel on heaectbn uid ee~aa
olMe 011~yq mdes a wy aMr ayYyrq. iwv. rW a ropyly~j~, s Nan na M mlpyyb b o a Poma br. nOran appfipyy of. wy wqlabOn o/IM pipyisipq
BUILDING DEPqR : ONLY
SIC : Sq. Ft. :
Phone : 503
AGREEA EN7
Residential Units :
Mechanical License No :
Cwnpany :
~33 5. o,
/2&, s'O
'-6-
W
Chief Building InapeeMr
OWNER/CONTRqCTOR SIGNATURE Of
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4574
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date : 2/11/97
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner :
Property Address : 3615 TELLER ST Phone : 423-0341
Contractor License No. :
Company : Phone :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certiry 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 lhe Wheat Ridge Building
Code (U.B.CJ and all other applicle Wftat Rjdge prQinances, for work under this permit.
(OWNER)(CONTRACTOR)SIGN29:- 1'~l• DATE
Construction Value :
$100.00
Permit Fee :
$22.00
Plan Review Fee :
$0.00
Use Tax :
$2.00
Total:
$24.00
Description : 6' CHAIN LINK FENCE ON N SIDE OF HOUSE TO FRONT FACE
BUILDING DEPARTMENT USE ONLY
SIC: Sq. Ft.:
Approval : 3M 2117197 6' CHAIN LINK TO BE BUILT IN LINE WITH HOUSE
Zoning : R-3
Approval :
4 ,p"M "W"N"M
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No :
Company :
Expiration Date :
Approval :
~ -
Plumbing License No :
Company :
Expiration Date :
Approval:
N
Mechanical License No :
Company:
Expiration Date :
Approval:
F&F,
(1) This permif was issued in accordance with the provisions set forth in yopur applicalion and is subject [o the laws of the State of Coloratlo antl to the Zoning
Re9ulations and Buildiny Code ot Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work authonzetl is not commencetl within siuty (60) tlays from issue tlate or (B) [he builtling authorizetl is suspentletl or
abandoned tor a periotl of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee ot one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifications antl any suspension or abandonment ha5 not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, (ull fees shall be paid for a new pertnit.
(4) No work of any manner shall be done that will change the naturel Flow of water causing a drainage problem.
(5) Contrector shall notify the Builtling Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceetliing 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 an approval of, any violation of the provisions
ot qio buildirg codes or a9yother orUin7rtFe, law, ruje or regulation.
Building I
JTHIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
i
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
PropertyOwner: laLK-ET
Property Address : 3~G V:;; 1Phone :
Contractor License No. :
Company :C~~~,~. Phone : ~-Z-~ - p s~r
, f )
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this pertnit application are accurete,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; thal 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)(CONT,RACTOR) SIGNED DATE
Construction Value : ,0C7_°7
Permit Fee :
Plan Review Fee :
Use Tax :
Total :
Description : A^~
BUILDING DEPARTMENT USE ONLY
Zo--Ri~ SIC : Sq. Ft. :
~ ~t"s~ Z' I I • ~l ~
Approval:~ayv.. A'o 6t- w1tk li& sK42
Zoning : V.z~
Approval:
Approval :
Occupancy : Walls : Roof : Stories : Residentiai Units :
Electrical License No :
Company:
Expiration Date :
Approval:
1M lPffnNR~Of~7~l
Plumbing License No :
Company :
Expiration Date :
Approval:
n IPMSEA0([6tlW
Mechanical License No :
Company :
Expiration Date :
Approvai:
■ raw. MA
(1) This pertnit was issued in accortlance with ihe provisions set foM in yopur appliwlion and is sub'ecl to lhe laws ol the Slate of Colorado and to the Zoning
Regulalions and Building Code of Wheat Ritlge, Colorado or any other apPliwble ortlinances of~e Ciry.
(2) This pertnit shall expire d(A) the work authonzed is not wmmencetl within sixly (60) days from issue Oale or (8) Ne building authorized is suspended or
abantlonetl for a period o1120 days.
(3) If this permit evpires, a new permit may Ge acquired for a fee of one-half the amount noimally repuired, proviEed no changes have Oeen or will be made in the
original plans and specifwtions and any suspension or abandonment has not exceeded one (1) year. II changes are made or if suspension or abandonment
exceetls one (1) year, full fees shall Oe paid for a nev.• permit.
(4) No work of any manner shall be done lhat will change the naWralOax olwater causing a dreinage Oroblem.
(5) Contractor shall notiy ihe euilding Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspxtion wrd before
proceetliing with successive phases of the7'ob.
(6) The issuance of a pertnit or Ihe approval of tlrewings and specifcations shall not be construed to be a permit tor, nor an approval ot, any violation of the provisions
ol the building codes or any olher ordinance, law, rule or regulation.
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
~
C~~
L L~- J2-
30 ' 46 1 v+tirn.)t
DEPARTMENT OF GOMMUNITY DEVELOPMENT M94~19181
7500wEST29thAVENUE BUILJING INSPECTION DIVISION PERMIT N0.
234-5933 P.O. BOX838 CITY OF WHEAT RIDGE, COl.O.
THIS PERMIT VALID ONLY WHEN SiGNEO BY TNE CHIEF BWLDING INSPECTOR AND RECEIPTEDBELOW.
APPLfCATION FOR MISCELLANEOUS PERMIT
JOB ADDRESS OWNER Th6rco
CONTRACTOR ADDRESS p~,-~~ -
ADDRESS i"Il10(Lob I pHONE 3.~ ZIPCODEUSdJ1~
I ~7 o
CITY ZIP CODE '~~d3S t CONTRACT PRICE $ ~vO
PHONE i qc0a'S LICENSE NO. DATE 3-~ /~-9 Y
TYPE GrounA ❑
1
Woll❑
Proiectinp❑
01Mr
S w D Face
.
2. MATERIAL
Tofal Spuon F"t
$IGNS
ILLUMINATION Yea❑ No❑
3
T
pe
Etect
Permif No
.
y
.
.
4. SET BACK FROM PROPERTV LINE N
_
5_ E
_ W
2one_
Apprwed,ZOns Inspectw
(Spscify whicA is front )
❑
❑
❑ ❑
DisaDDrOVed
I. TYPE SolidO More Than 80
% OpanO
Lest Then 80% Oqn
MATERIAL
?
Heiphf
FENCES
.
3. SET BACK FROM PROPERTY LINE N
_
S_ E
_W
Zons_
AppraW,Zons ImDsctw
(SPecify which is }ront)
❑
❑
❑ ❑
Disopproved
1
--frob
ou ~
a- ki lr fxn_
.
2 ~~17 ~i42L.
OTHER
3
.
DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVINu DISTANCES FROM PROPERTY LINES.
(SETB4CK5 OR PROJECTIONS INCIUDED)
i ~
r
¢
SPECIFY NORTN
~
N
STREET N4ME
SHOW DISTANCES FROM THE MAIN BUILDING TQADJOINING HOUSES, STREETS, AIdD PROPERTY LINES; ON IRREGULAR LATS, SNOW LFAST
DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR pVERAGE DISTANCE.
APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT
THIS APPLICATION WILL BECOME A PERMITTO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BV THE BUILDING INSPECTION DIVISION.
PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME.
ELECTRICAL PERMIT
STATE UCENSE N0.
ALUMINUM VARE UNDERSIZE B ILLEGAL
PLUMBING PERMIT
STATE LICENSE N0.
FLOOR BSM I5T 2ND 3RD 4TH
MECHANICAL PERMIT
N0. FUEUC'rtlaOrn GaiOIl ElseSdw
Np,
WATER CLASET
FORCED AIR - BTU
TEMPORARY METER
WASH BOWL
HOT WATER - BTU
NEW SERVICE - AMPS
BATM TUB
STEAM - BTU
CHANGE SERVICE-AMPS
SHOWER
AiR CONDITIONING-BTU
L16HTING
SINN
OTHER
HEATING
GARBAGE DISP
REFRIGERATION 5YSTEM
POWER SUB-CIFCUITS
WATER HEATER
Refri aranf Cxoup
UTIIITY(RANGE,DISPOSEF,ETC.)
AUTO. WASHER
PounEa CMr •
FIXTURES
DISH WASMER
AUTOMATIC SPRINKLER SYSTEM
WIRING MOTOFtS d CONTROLS
FLDOR DRAIN
EIEVATOR
SIGNS
URINAL
TRANSFORMERS 9 RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER I HP
TOTAI FI%TURES
I hereby acknowledqe thal this ap0lica-
tion ia torrecf and understand that I
tannot sfart thif prolett unlil this oppli-
ealion is approved. I sholl comply wifh
the laws oi the Sfate of Colorodo and to
the Zoninq Requlations ond Buildin0
Code of the Ci1y of Wheat Ridpe. Any
viololion of the above terme will cause
immediote revocation of Ihis Oermil
PERMIT FEE J ?.oLC/
USE TAX O • 7oZ
TOTAL FEE $
DI APPROVED ' ~~L~~
CHIEF BUILDING' NSPECTOR,CityofJWheaf Ridqe
Date Issued
10T VALID UNLESS RECEIPTED
t`[ ~ 6 44 ~
CALL2345933
24 HOURS IN ADVANCE
FOR INSPECTIONS
Ilrnu sio~ry~u
d
DEPARTMENT OF PLANNING AMD DEVELOPMENT Building Permit Number : 6033
BUtLDING INSPECTION DIVISION - 235-2855
GITY OF W6HEAT RIDGE Date : 10/13/97
7500 WEST29TH AVENUE
WMEAT RIDGE, CO 80215
. Property Owner :
Property Address : 3615 TELLER ST Phone 423-0341
ContractorLicense No. : 18351
Company : D& S Electric Contractors; Inc.
OWNERlCONTRACTOR SIGNATl1RE OF UNDERSTANDING AND AGREEMENT
1 hereby certiy that the setDadc distancea proposed bY a!is Permft epplication are accurate,
and.do not violate avplicebie ordlnancea, nil" w regulations of the Cny M Wheat Ridge or
made erc axwate: that 1have reatlantlag ree to ebWe oy an condRions pnnteq on
application., and that Y ascume futl rosporrsibility for compIianc wfth the WAest RidG
Code (U.B.C.) and atlotlter applicatile VJhest fZd e ordf ~nan , kr work under thls
(OWNER)(CONIR4CTOR) SIGNED ~ ~ DATE ~
Description : UPGRADE SERVICE TO 125 AMP
Phone: 4250852
Construction value : -
$1,200:00
Pertnit Fee;
$45.00
Plan Review Fee :
$0.00
Use Tax:
$14.40
Tot01:
$59.40
APprrnat :
Zoning :
Approval :
Approval:
BUILDING DEPARTMENT USE ONLY
Occupancy : Walls : Roof : Stories
SIC : Sq. Ft. :
Residential Uniis :
Elecfical License No : Piumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date :
Approval :
.
(1)
(a)
RThis e0u1 '~a0oneeMB~uuedin~
e ~b~d~o adro~ra~~of~
f20
(3) :
.
If fNa.pBfmR axPkes. e riev! fe
(b)
(ej
s or
Expiration Date : Expiration Date ;
Approval : Approval :
r
Yons eet torth in XoWr appi(catfon and ia su6kG lo the laws of the Stete ot CoWrsdo e~d to the Zaning xatlo a eny oMer appACable adinencea Mthe Ciq~.
,a commen~ea wro~m ekH (ea) aayc trom iswe daro «(e) u,a cwwxq aumohzea is ausaenaed w
ror a tee otono-hel( me arrount namely reqWred, provided rw changm heve ti4lin a win ba mde in tlx
i ar abantlonment hea rrot exceaAed oire (t) year. If cherqas are matlm a H aiqpenaion a aDandonment
b e neWrol flaw of watar eaueln8 a tlwinage problam. . .
futir (24) Mun in advence for atl inspeelions antl shall receive xMtten eppoval on inspectlai carO bekre
a ana spacmceuons snau rwt be mneauea w oe a pemm ror, m en epproval a, " viaanon or me povisiona
le or repuladon.
THIS PERMI'f VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPfCTION
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
PropertyOwner :
Property Address : ~~n ( s I~' '
Phone:
Contractor License No. : 20 q t
Company:-P..T 5 -x Llt~t12.ca L co"i-fe, inJ c-
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby ceAify that the setback distances proposed by this permit appliwtion are acwrate,
and do not violate applicable ordinances, rules or regulations of the City o( VJheat Ridge or
covenants, easements or restrictions of record; thal all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions pnnted on this
appiication, and that I assume full responsibility for compliance with the Wheat Ridge Buiiding
Code (U.B.C.) and all other applicable Wheat Ridge nordinances, f"ork under this pertnit.
(OWNER)(CONTRACTOR) SIGNED CX~>~~CC~VC1L~2t DATE 2/3
Description: sr- rzv,w, UPG2hA~ To /d,5/}~,0
V
Phone : y a5~-~ ~yy-a
Construction Value : ~ ~ ~r/
Permit Fee :
Plan Review Fee :
Use Tax :
Total :
BUILDING DEPARTMENT USE ONLY
Zbi~'inriC al ff M-#ilts~
Approval:
Zoning :
Bu110ing Cb nne`n1s"`.a
Approval:
SIC : Sq. Ft. :
Approval:
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
ig ePin-9~mr~a~f ~ RWMn~ 0 90xssRMM"
(1) TTis pertnit was luued in axartlance wiN the prodsions set lorth in yopur applkaUon and is suq'ect to the laws of the SWte ol Cdorado and to the Zoniig
Regulations aM Buikiny CoCe ol Wneal RiOge, Colo2Ea or any other aDWicabk ordinances ol the Ciry.
(2) TTis pertnil shall expire d(A) the work authonzed is nol commenceA within siary (80) tlays hom issue Eate w(B) the EuilEing authorizeA is suspenEed or
aCanCOned for a peiioE of 120 days.
II this pertnrt expires, a new pertnit may he acQUired la a lee of one-haif the ertaunl nortnalty repuireC, proNOeO no changes have Ceen or vnll be maEe in the
anginal plans anC spetiRCations and any suspenslon or aDantlonmenl tus nol e:ceeEed one (1) year. II Uanges are made or il zuspensbn a aDandonment
exceeEa one (t) year, tull fees snall be paitl tor a new permit.
(a) No work of any manner shall Oe Oaoe thal wili change the naWral Ilow of water rausing a 021nage pioblem.
(5) Conlractor sAall rw(ify the Builtllnq Inspector nvenry-lour (24) hours in aEvance br all inspecibns anC shall receive written approval on inspec6on wN Celore
proceeCiing witn successive pnases of IhaI'ob.
(6) TTe issuance ol a permit or the approval of drawings and spedficalions shall nol be mnsWed lo be a pertnil lor, nor an approval of, any violation ol the provisions
of the DuilOinq todes or any oNer otdinanca, law, fule or regulaUon.
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