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GEOTECHNICAL ENGINEERING STUDY
3501 HOYT STREET
WHEAT RIDGE, COLORADO
80033
PROJECT NUMBER 20-1130
JUNE 22, 2020
PREPARED FOR
LIVE FORWARD VENTURES
MR. KYLE BALLEW
3701 ESTES STREET
WHEAT RIDGE, COLORADO
80033
u�F�Prepared By: Reviewed v� W A(qy Jr
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6/22/2020
Kamal M. Hasan, E.I.T. Matthew A. Best, P.
Staff Engineer Project Engineer E
Digitally signed by Matthew Best
Matthew Best Date: 2020.06.23 14:28:00 -06'00'
Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • MattO, BestEnoineerino USA. com
Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • OffceaBestEnoineerinoUSA.com
3501 Hoyt Street
Project Number: 20-1130
Table of Contents
B.E.S.T.
TABLE
FIGURE 1
- LOCATION AND SITE MAP
FIGURE 2
- LOCATION OF EXPLORATORY BORING
FIGURE 3
- BORING LOG
FIGURE 4
- LEGEND AND NOTES
FIGURE 5
- SWELL/CONSOLIDATION TESTING
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eG17(1117g OOe' Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • MattO, BestEnoineerino USA. com
_. Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com
3501 Hoyt Street
Project Number: 20-1130
B.E.S.T.
EXECUTIVE SUMMARY
Best Engineering Solutions and Technologies, LLC (BEST) completed a geotechnical engineering study for
the project located at 3501 Hoyt Street in Wheat Ridge, Colorado. Design parameters and a discussion of
geotechnical engineering considerations related to construction of the proposed residences are included in this
report. A summary of the findings includes:
1. Subsurface explorations encountered natural, very stiff, sandy clay over very hard sandy claystone bedrock.
Groundwater was not encountered during excavation but was at a depth of 19 feet when measured 72 hours
later. Fluctuations of the groundwater may occur seasonally or with precipitation events.
2. Based on the subsurface conditions encountered in the test boring and the nature of the proposed
construction, we recommend the proposed structures be founded with spread footings bearing on native
soils. Spread footings bearing as recommended should be designed for an allowable bearing pressure of
2,500 pounds per square foot (psf) with a minimum deadload of 1,000 psf. A minimum 4 -inch void
material should be placed in areas where the minimum deadload cannot be achieved.
3. Native soils or imported structural fill are suitable for support of concrete slab construction.
4. A representative of our office should observe the construction operations discussed in this report.
5. Keep any exposed soils from excessive drying or wetting during the construction process.
6. More detailed recommendations are made throughout this report. These must be reviewed to assure proper
consideration in the design.
[3]
Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Mattt, BestEnoineerino USA. com
Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com
3501 Hoyt Street BES T
Project Number: 20-1130 S,.J
PURPOSE AND SCOPE OF WORK
This report presents the results of a geotechnical engineering study for the project located at 3501 Hoyt Street
in Wheat Ridge, Colorado. The project site is shown on Figure 1. The study was conducted to provide
foundation design and support of slabs -on -grade recommendations.
A field exploration study consisting of one exploratory boring was conducted to collect information on the
subsurface conditions. Samples of the subsoils collected during the field exploration were tested in the
laboratory to determine their classification and engineering characteristics. The results of the field exploration
and laboratory testing were analyzed to develop recommendations for foundation types, depths, and allowable
pressures for the proposed building foundations.
This report has been prepared to summarize the data obtained during this study and to present our conclusions
and recommendations based on the proposed construction and the subsurface conditions encountered. Design
parameters and a discussion of geotechnical engineering considerations related to construction of the proposed
residences are included in this report.
PROPOSED CONSTRUCTION
We understand that the proposed construction will consist of construction of a single-family home and duplex
home with basements and detached garages. Conventional wood frame construction, with column loads
expected to be low to moderate and typical of this type of structure, will be used above grade with cast -in-place
concrete foundations below grade. Ground floors will be slab -on -grade. Site development is expected to
include sidewalk and landscaped areas. Local utilities will generally be underground, except for surface storm
runoff and overhead electric.
If the loadings, locations, or grading plans for the structures change significantly from those described above,
we should be notified to re-evaluate the recommendations contained in this report.
SITE CONDITIONS
At the time of our field exploration, the property consisted of a single-family residence. The site is bounded by
residential single-family homes. The topography in the area slopes toward the north and east and is at an
approximate elevation of 5,471 feet MSL.
FIELD EXPLORATION
The exploratory boring was drilled on June 5, 2020, approximately at the location shown on Figure 2 to
evaluate the subsurface conditions. The boring was drilled using a trailer -mounted rig and was logged by a
representative of BEST. Samples of the soils were taken with undisturbed sampling methods and the depth of
the boring and samples are shown on the Boring Log, Figure 3 and Legend and Notes, Figure 4.
SUBSURFACE CONDITIONS
Natural very stiff, sandy clay was encountered to a depth of approximately 18 feet. Very hard, sandy claystone
was encountered to the depth explored of 25 feet. The soils encountered were slightly moist to moist.
Groundwater was not encountered during excavation but was at a depth of 19 feet when measured 72 hours
later. Fluctuations in the groundwater levels may occur seasonally or with precipitation events.
�ofvBhAgp�s taken from the exploratory boring were obtained for laboratory testing and inspected by the project
eggine�v. The results of the tests performed on the samples obtained from the test borings are shown on Table
[4]
�Giia/n9 �\�c Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Mattt, BestEnoineerino USA. com
_. -- Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com
3501 Hoyt Street BES T
Project Number: 20-1130 S,.J
1. Laboratory testing included index property tests; such as moisture content and density, swell/consolidation
testing and gradation analysis. The testing was performed on relatively undisturbed drive samples and were in
general conformance with recognized test procedures, primarily, ASTM and Colorado Department of
Transportation (CDOT).
FOUNDATION DESIGN RECOMMENDATIONS
The reworked native soils are suitable to support lightly to moderately loaded slab -on -grade construction.
Based on the subsoil conditions encountered in the exploratory boring and the nature of the proposed
construction, we recommend that the structures be founded with spread footings bearing on 12 -inches of
reworked soils. The design and construction criteria presented below should be observed for a spread footing
foundation system.
1. Footings placed on the reworked soils should be designed for an allowable soil bearing pressure of 2,500
pounds per square foot (psf) with a minimum deadload of 1,000 psf. Based on experience it is expected
that movement of the footings, designed and constructed as discussed in this section, would be
approximately 1.5 -inch or less. Differential movements are estimated to be approximately 1/z to 3/4 of the
total settlement. Most of this settlement will occur during the construction phase. A minimum 4 -inch void
material should be placed in areas where the minimum deadload cannot be achieved.
2. Spread footings placed on native soils should have a minimum footing width of 18 inches for continuous
footings and 24 inches for isolated pads.
3. Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above
their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior
grade is required by the City of Wheat Ridge.
4. Continuous foundation walls should be reinforced top and bottom to span local anomalies by assuming an
unsupported length of at least 10 feet.
5. A grounding system (Ufer Ground) may be installed where the grounding system is contained within the
exterior building wall and the concrete foundation wall. This is in place of having a copper ground rod
installed adjacent to the foundation wall.
6. The lateral resistance of a spread footing placed on undisturbed native soils or properly compacted granular
structural fill material will be a combination of the sliding resistance of the footing on the foundation
materials and passive earth pressure against the side of the footing. Based on the soil characteristics, the
resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of
0.70. Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit
weight of 420 pounds per cubic foot (pcf). The at -rest lateral pressures on the walls can be calculated using
and equivalent fluid density of 50 psf per foot of depth. The active lateral earth pressures should use and
equivalent fluid density of about 35 psf per foot of depth. These lateral resistance values are working
values.
7. All loose or soft soils should be removed, and the footing bearing level placed on native soils or properly
compacted structural fill. The disturbed surface of the native soils should be compacted prior to concrete
Ok W heM*ement.
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[5]
epi/a7ry9 p3��c Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Mattt, BestEnoineerino USA. com
_. -- Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com
3501 Hoyt Street
Project Number: 20-1130
B.E.S.T.
8. Interior backfill should consist of onsite native soils and should be placed in uniform lifts not to exceed 10
inches thick and compacted to at least 98% of the standard Proctor (ASTM D 698) maximum dry density
and within 2 percentage points of the optimum moisture content. Interior backfill should extend laterally
beyond the edges of the footings at a distance at least equal to the depth of the fill below the footing
subgrade. Prior to the fill placement, any loose subgrade soils should be compacted. Any wet and soft
subgrade soils should be removed prior to fill placement. The backfill material should be free of snow and
ice, vegetation, topsoil, organics, trash, construction debris, oversized rocks greater than 8 inches in
diameter, and other deleterious material.
9. Exterior backfill may consist of the onsite native soils or imported structural fill and should be properly
placed and compacted to reduce the risk of settlement and distress. Onsite backfill material placed on the
exterior of the structure should be placed and compacted to at least 95% of the standard Proctor (ASTM D
698) maximum dry density within 2 percentage points of the optimum moisture content.
10. Backfill in pavement and walkway areas should also be compacted to at least 95% of the standard Proctor
(ASTM D 698) maximum dry density and within 2 percentage points of the optimum moisture content.
Care should be taken when compacting around the foundation walls and underground structures to avoid
damage to the structure. Hand compaction procedures may be used to prevent excessive lateral pressures
from exceeding the design values.
11. Backfill in landscaped areas may consist of native onsite soils or imported structural fill. It should be
placed in uniform lifts and compacted to at least 90% of the standard Proctor (ASTM D 698) maximum dry
density within 2 percentage points of the optimum moisture content.
12. Utility backfill should be compacted as appropriate for the proposed surface uses (landscape, building,
pavement, etc.).
13. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge
pressures, such as adjacent footings, traffic, construction materials, and equipment. The buildup of water
behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a
foundation wall or retaining structure. An underdrain system should be provided to prevent hydrostatic
pressure buildup behind the walls. The lateral resistance values identified above assume drained conditions
behind the walls and a horizontal backfill surface. Refer to the Underdrain System section for further
information. Minor cracking of concrete foundation walls should be expected.
14. Based on our experience, we recommend all concrete exposed to the onsite materials meet the cement
requirements for Class 0 exposure of sulfate attack on concrete as presented in ACI 318-14. Alternatively,
the concrete could meet the CDOT requirements for Class 0 exposure as presented in Section 601.04 of the
CDOT Standard Specifications for Road and Bridge Construction (2017).
15. Depending upon depth of excavation and seasonal conditions, groundwater may be encountered within
excavations on the site. Pumping from sumps may be utilized to control water within excavations, if
necessary. BEST is available to provide further dewatering recommendations if this issue arises.
W16,A BEST representative should observe all footing excavations prior to concrete placement to evaluate
a� We& ing conditions.
[6]
a7ry9 p3��c Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Mattt, BestEnoineerino USA. com
_. -- Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com
3501 Hoyt Street BES T
Project Number: 20-1130 S,.J
FLOOR SLABS
The native soils are suitable to support lightly to moderately loaded slab -on -grade construction. To reduce the
effects of differential movement, floor slabs should be separated from all bearing walls and columns with
expansion joints, which allow unrestrained vertical movement. Interior non-bearing partitions resting on floor
slabs should be provided with slip joints so that, if the slabs move, the movement cannot be transmitted to the
upper structure. This detail is also important for wallboards, stairways and door frames. Slip joints which will
allow at least 1.5 inches of vertical movement are recommended.
Floor slab control joints should be used to reduce damage due to shrinkage cracking. Joint spacing is
dependent on slab thickness, concrete aggregate size, and slump, and should be consistent with recognized
guidelines such as those of the Portland Cement Association (PCA) and American Concrete Institute (ACI).
The joint spacing and slab reinforcement should be established by the designer based on experience and the
intended slab use.
Fill placed beneath floor slabs may consist of native onsite soils, an imported structural fill, or non -expansive,
predominantly granular material. The geotechnical engineer should evaluate the suitability of fill materials
prior to placement.
Slab performance is greatly dependent on the amount of moisture introduced to the underlying soils, which
could result in potential excessive movement causing uneven slabs and cracking. Proper surface grading and
foundation drain installation will help to reduce water infiltration in the sub -slab soils. Recommendations
within the Surface Drainage and the Underdrain System sections below, should be followed.
Recommendations provided in this section are meant to reduce the possible distress caused by slab movement
but will not completely eliminate risk. A structurally supported floor system should be used if the owner
cannot tolerate potential movement.
OVER -EXCAVATION
Due to the presence of expansive clay soils with moderate swell potential, we recommend that the structure
footprint be over -excavated to a minimum one foot below the proposed bottom of footing elevation. The
excavated materials should be moisture treated, reworked, and replaced or an imported, non -expansive,
predominately granular structural fill may be placed. The fill should be placed in uniform lifts not to exceed 8
inches thick and compacted to at least 98% of the standard Proctor (ASTM D 698) maximum dry density and
within 2 percentage points of the optimum moisture content. The geotechnical engineer should evaluate the
suitability of fill materials prior to placement.
The over -excavation boundaries should extend a minimum of 3 feet beyond the edges of the proposed
residence footings. Prior to the fill placement, any soft, loose, and/or wet subgrade soils should be compacted.
The backfill material should be free of snow and ice, vegetation, topsoil, organics, trash, construction debris,
oversized rocks greater than 3 -inches in diameter, and other deleterious material. A representative of BEST
should observe the structural fill placement and moisture/density testing should be completed to assure
compliance with the recommendations provided herein. Recommendations provided in this section are meant
to reduce potential movement, but even properly placed structural fill will not completely eliminate the risk of
movement. A drilled pier, grade beam and structurally supported floor system should be used if the owner
cannot tolerate potential movement.
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[7]
epi/a7ry9 pg��c Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Mattt, BestEnoineerino USA. com
_. -- Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com
3501 Hoyt Street BES T
Project Number: 20-1130 S,.J
SEISMIC CONSIDERATIONS
This area of Wheat Ridge is located in Seismic Design Category `B". The soil at the foundation level has a
very dense soil profile. The average soil profile in the top one -hundred feet provides an overall "stiff soil"
profile, which provides a Site Class of "D". Based on the subsurface profile, site seismicity, and the anticipated
ground conditions; liquefaction is not a design consideration.
SURFACE DRAINAGE
Proper surface drainage is very important for acceptable performance of the slab -on -grade during construction
and after the construction has been completed. The following recommendations should be used as guidelines
and changes should be made only after consultation with the geotechnical engineer.
1. Excessive wetting or drying of the excavation and underslab areas should be avoided during construction.
2. The ground surface surrounding the exterior of the building should be sloped to drain away from the
foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free -draining wall backfill should
be capped with approximately 2 feet of the onsite finer graded soils to facilitate surface drainage. Site
drainage beyond the 10 -foot zone should be designed to promote runoff and reduce infiltration. These
slopes may be changed as required for handicap access points in accordance with the Americans with
Disabilities Act.
3. Xeriscaping should be considered with limited irrigation within 4 feet of the foundation walls. Roof
downspouts and drains should discharge well beyond the limits of all backfill and onto splash blocks.
UNDERDRAIN SYSTEM
The slab -on -grade construction precludes the need for an underdrain system. It is recommended that an
impermeable plastic sheet be placed beneath the floor slab in any living spaces to reduce moisture migration
through the concrete slab. The sheet should be secured to the interior of the foundation walls. There should be
a minimum one -foot side lap and at least two -feet of end lap.
HOMEOWNER PRECAUTIONS
All new construction has an adjustment period after construction is completed. Exterior and interior
observation should be performed on a regular basis. The exterior backfill should be checked for positive
drainage away from the foundation. No ponding of water should be observed. Roof downspouts and splash
blocks should direct water away from the foundation. The discharge of any sump should be free of blockage
and discharge away from the foundation.
DESIGN AND CONSTRUCTION SUPPORT SERVICES
Please consider retaining BEST to provide the following services:
1. Review of the project plans and specifications for conformance with the recommendations provided in this
report.
2. Observation and testing to document that the intent of this report and that the requirements of the plans and
o� VN he gf*cifications are being followed during construction.
epi/a7ry9 p3��c Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Mattt, BestEnoineerino USA. com
_. -- Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com
3501 Hoyt Street BES T
Project Number: 20-1130 S,.J
3. Identification of possible variations in subsurface conditions from those encountered in this study, so that
recommendations can be re-evaluated, if needed.
4. Preparation of a shoring plan, if necessary, for the protection of adjacent structures.
BEST is also available to assist the design team in preparing specifications for the geotechnical aspects of the
project and performing additional studies if necessary, to accommodate possible changes in the proposed
construction.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical engineering practices in this
area for exclusive use by the client for design purposes. Copying of this report or portions of this report
without the express written permission of Best Engineering Solutions and Technologies, LLC (BEST), is
specifically prohibited. We make no warranty either express or implied. The conclusions and recommendations
submitted in this report are based upon data obtained from the exploratory test borings at the locations
indicated on Fig. 2, and the proposed construction. This report may not reflect subsurface variations that occur
between the explorations. The nature and extent of variations across the site may not become evident until site
grading and excavations are performed. If fill, soil, rock or water conditions appear to be different from those
described herein, BEST should be advised at once so that a re-evaluation of the recommendations presented in
this report can be made. BEST is not responsible for liability associated with interpretation of subsurface data
by others.
The scope of services for this project does not include any environmental assessment of the site or
identification of contaminated or hazardous materials or conditions. In addition, this study does not include
determination of the presence, prevention, or possibility of mold or other biological contaminants developing
in the future. If the owner is concerned about the potential for such contamination, other studies should be
undertaken.
Matthew A. Best, P.E.
Project Engineer
191
Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Mattt, BestEnoineerino USA. com
Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com
TABLE 1.1
SUMMARY OF LABORATORY TEST RESULTS
PROJECT: 3501 Hoyt Street PROJECT NO: 20-1130
LOCATION: Wheat Ridge, CO SOURCE: Field Test Boring / Lab Testing
B.E.S.T.
DATE: June 22, 2020
No.
Sample
Depth Type
(Note 1)
Nat. Dry Natural
Density Moist.
(PCF) (n/n)
ATTERBERG
LIMITS
GRADATION
n /o Additional
Swell well and
Test Results Soil Description
Consolidation (Note 3)
LL PI
/o S and %Fines
Gravel n ao n No.4
No. 200
+No.4 +No.200
1
4 CA
114 7.3
62
SW= 2.3 Sandy clay
1
9 CA
111 15.2
64
SW= 4.7 Sandy clay
1
14 CA
92 29.4
74
SW= 2.7 Sandy clay
NOTE U Sample Type
BS—Bag Sample
AS—Auger Sample
ST=Shelby Tube
CA=California Sample
RM=Remolded Sample
HD—Hand Drive
AD—Air Dried
SS—Split Spoon Sample
NOTE 2 -Shear Strength Tests
Cl— Unconfined Compression
C2—Miniature Compression
C3—Pocket Penetrometer
C4—Pocket Value
NOTE 3 Additional Test Results
TT -Triaxial Test
PT=Proctor
CT=Consolidation Test
RA Radon Testing (pCi/L)
pH = pH of soil
OR= Organic content of soil
WSS=Water Soluble Sulfates
Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • MattPBestEnzineerinzUSA.com
Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211• Phone: 303.238.1770 •Office@BestEngineeringUSA.com
TABLE:1
Page 1 of 1
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Project Number 20-1130
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Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Matt(a BestEn¢ineerin¢USA.com
Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 •Office@BestEnginee ring USA. com
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(o)
Water Level, Time After Drilling (0=At Time oflhillmo
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Undisturbed Sample Collected
IMP Blow Counts; Number of Blows to Drive the Sampler 12-Inches (ASTM D-15867
((X)) Depth of Caving Soils
A Practical Auger Refloat
NOTES:
1. The samples were collected an Sure 5, 2020 with a tailor mounted drill rig and 4" solid flight sugar
2. The stratification lima represent the approximate boundary between soil types and the transition maybe
gradual
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Technologies
Project Location:
DRAWN BY: KMH SCALE:
3501 Hoyt Street
CHECKED BY: MAB Vertical
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Wheat Ridge, CO
DATE: June 22, 2020
Horizontal
PROJECT NO: 20-1130 FIGURE:
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Y2"H&CW TO LAV
Y2"H&CW TO SK
Y2" H & CW TO SK WITH Y2" HW TO DW
N4" CW TO HB
!" G TO FIRE PL, 50 MBH ALLOWANCE
G TO RANGE, 65 MESH ALLOWANCE
13'4" G TO GAS METER, COORD WITH XCEL
10 1 " G. X" HWC, %` HW, N`4" CW DN TO BASEMENT
11 Y2" HWC, %- HW, W CW UP TO 2ND FL
12 4"WON
13 3" W UP
14 3!" H & CW TO CL WA. PROVIDE SHOCK ABSORBERS
15 -14" CW, -l4" HW, 3Z" HWC DN
16 3" W DN
17 %#1 H & CW TO WH. PROVIDE BALL VALVES, DI RIC
UNIONS, EXPANSION TANK
Y 18 N4" G TO WH. PROVIDE DRIP LEG, SHUT—OFF VALVE,
UNION, 50 MBH ALLOWANCE
19 1" G TO FURNACE. PROVIDE DRIP LEG, SHUT—OFF VALVE,
UNION, 100 MBH ALLOWANCE
20 P-1 CIRCULATING PUMP, CAPACITY 3 GPM AT 5 Fr HD,
Y4o HP, 130--60-1 PH POWER
21 1" CW SERVICE. PROVIDE BALL VALVE
22 X14" CW TO IRRIGATION CONNECTION, PROVIDE BAIL VALVE
AND DRAIN VALVE
23 1" G, Y2" HWC, X HW, -4" CW UP
24 4" W UP
25
1" CW SERVICE TO %" WATER METER. VERIFY LOCATION AND
PRESSURE AT MAIN. INSTALLATION INCLUDING REQUIRED
SEPARATION FROM SANITARY SEINER TO COMPLY WITH UTILITY
CO AND BLDG DEPT STANDARDS
26 4" SANITARY SEWER WITH TWO WAY CLEAN OUT. VERIFY
LOCATION AND ELEVATION OF . MAIN.
27 2" FLOOR DRAIN
I
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2899 N. Speer Blvd Due 102 Denver, C080211
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Nabwwwrealarchitedure mm Email JordaniErealarchitedure mm
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17
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1
92
Inside do I'D
70
75
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17
Dailyange
-
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Inside humidity (%)
50
50
NbiAure difference(grAb)
62
36
HEATING EQUIPMENT
Rales Armstrong
Method
Trade AREASEpamsTRONGARp6vANCE..
Cc Harrold n qualify
Nadel MOUHlDlma6'
Fire place s
AFRI of 4208423
COOLING EQUIPMENT
Efficiency
80 GLUE
Heating input
110000 Bluh
Heating output
89000 Bluh
Low output baseboard
500 BIuhM
Total lowbaseboard
1]] fl
High outputbaseboard
700 BIuhM
Total high baseboard
126 fl
Space thermostat
17100 an
Irbil
Asa
(ff)
Method
Siimaided
Cc Harrold n qualify
Aveaga
Fire place s
465
COOLING EQUIPMENT
Na lm Armstrong
11 8
Tads ADP
KTCHEN
Cond 4BCU16LT160P
4855
Coll HADE41A6 )60M80UH2,09OC21
10 7
AFRI of 4215726
MUD ROOM
EfficenGo 115 EER,
15 SEER
Se nsib Is moling
39900 an
Latent cool ing
17100 an
Total Grain
57000 an
Actual airflow
1900 Out
Ar flow tactor
0047 dmauh
Static p ressure
0 In H2O
Load sensible beat ratio
100
ROOM GAME
Asa
(ff)
Ustoo d
(FALL)
Clgtoo d
(FALL)
Baseboard Qt)
Low High
CIgAUF
(dm)
NECH/CELLAR
465
5621
321
11 8
15
KTCHEN
635
4855
1237
10 7
58
MUD ROOM
164
2541
140
5 4
NOOK
231
0
0
0 0
0
LANG ROOM
989
8021
1275
16 11
60
PANTRY
159
0
0
0 0
0
BUTLER
128
0
0
0 0
0
STARS
435
328
3
1 0
0
MBEDROOM
500
7257
2567
15 10
120
DINING
488
6991
2]]
14 10
130
FOYER
353
1424
223
3 2
10
MEMO
187
0
0
0 0
0
STUDY
494
4980
4513
10 7
211
Calculations approved byACCAto meet all requirements of Manual J 8th Ed
01 c0 09
wrghtllOW nl9ms.n.o o.m 2017 17 0.-w a o... w � Ni 179.1
aw.mwresocr .emeol Wy aua.�,1�.9 0
M BAH
481
7241
4352
14 10
203
HALL
145
862
259
2 1
12
BEDROOM4
676
7428
3899
15 11
182
BONUS ROOM
970
8065
4143
16 12
194
BATHROOM
329
2341
1067
5 3
50
BEDROOM2
440
6052
4500
12 9
210
BEDROOM3
467
7824
5968
16 11
279
BATH 2
134
1822
580
4 3
27
LAUNDRY
122
0
0
0 0
0
WIC
76
0
0
0 0
0
HALLWAY
436
2665
1978
5 4
92
STAIRS 2
287
2174
846
4 3
40
Entire House 9899 88490 40647 177 126 1900
Other equip loads 0 0
Equip. @ 0.97 RSM 39306
Latent cooling 0
TOTALS 9899 ' 88490 ' 39306 ' 177 126 ' 1900
Calculation s ap proved b yACCAto m eet al I requirements of Manual J 8th Ed.
2021 -Nov -o4 01'.30'.09
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Jordan Fisher, Realarc itadure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone 303-0Ab6$0 Fax 3034n3505
Edebwwwrealarchitedure mm Email JordaniErealarchitedure
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r
2]3
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Location
25763
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Cooling
lnternationa, CO,
US
temperature I'D
22
12237
Elevation: 5430 e
Floors
Design TE) I'D
20
n
Latitude : 40-N
4.7
Relative humidity(%)
50
50
Outdoor:
Heating Cooling
Creature diference(gr4b)
616
363
DrybulbIT)
1 92
Infiltration:
0
Daayanae °q
- 28 (H)
Method
s�mponea
0
N%t bnib 1'-
60
Construction quality
aeras
Total
Wind speed (mph)
156 75
Fireplaces
0
Component
Bluhm=
etuh
%ofoad
Walls
43
24146
2]3
Glazing
396
25763
291
Doors
m2
6349
]2
Ceilings
22
12237
138
Floors
v
9560
108
Infiltration
4.7
10434
11 8
Duds
0
0
Hiumutlilcetion
0
0
Ventilation
0
0
Adjustments
0
Total
88490
188➢
Grant
Etim"i
Etruh
% of too it
aria
02
112
24
of
06
1 343
33
Art
0
Tot
40 647
10 on
Latent Cooling Load —0 BWh
Overall U value =0661 Btuh/tlF
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwaverealarchitedure mm Email. Jordan@realarchitedure mm
Location nations CO US IndoorInor temperature I'D Heating Cooling
Elevation: 5430 e Design TD I'D 70 n
Latitude: 40°N Relative humidity(% 50 50
Outdoor: Heating Cooling Moisture difference grAb) 616 363
Diablo IT) 1 92 Infiltration:
Dalryange I'D - 28 (H) Method Simplified
Nkmum(°q - 60 Constructed qualify Average
VNnd speed (mph) 150 75 Fireplaces 0
NONE
Construction descriptions °i Are,. vaim_r I deal veil ad, veil ad,
Walk
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,onlefeworl3i,avins 8thkle gypsum board Up food a 1178 0 053 21 0 428 5038 017 202
1 1715 0053 21 0 440 7550 021 353
as 1104 0053 21 0 413 4559 013 142
all 5626 0053 21 0 429 24146 017 982
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1 192 0570 0 39 6 7593 32 4 6213
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all 650 0570 0 39 6 25763 41 3 26879
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11 Is Door or our core type n 88 0 290 10 5 20 2 1775 709 625
a 134 0290 10 5 20 2 2692 709 947
as 93 0290 10 5 20 2 1881 709 662
all 315 0290 10 5 20 2 6349 709 2234
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Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
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vr Intonations CO,
US
Indoor temperature I'D
4 61
920
Elevation: 5430 e
53
Design TD I'D
70
n
Latitude: 40°N
21 0
Relative humidity(%
50
50
Outdoor:
Heating Cooling
Moisture difference grAb)
616
363
Diablo IT)
1 92
Infiltration:
027
53
Dalryange I'D
- 28 (H)
Method
Simplified
21 0
Nkmum(°q
- 60
Constructed quality
Average
VNnd speed (mph)
150 75
Fireplaces
0
461
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Vote wv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
Location
IndoorInor
Heating
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nations CO US
temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40-N
Relative humidity(%
50
50
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Cooling
W ature difference grAb)
616
363
Diablo IT) 1
92
Infiltration:
Dalryange I'D -
28 (H)
Wthod
Simplified
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60
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Average
VNnd speed (mph) 150
75
Fireplaces
0
Construction descriptions
°i
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For: Jordan Fisher, Realarcutadure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwwwrealarchoedure mm Email. Jordamcgrealarchitedure mm
Location
Indoor
Heating
Cooling
lnternationaCOUS
Indoor temperature I'D
70
75
Elevation5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humldoye%
50
50
Outdoor: Heating
Cooling
W ature difference gr1b)
616
363
Diablo IT) 1
92
Infiltration:
Dalryange I'D -
28
(H)
Method
Simplified
Nkmum(°q -
60
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Average
Wind speed (mph) 150
75
Fireplaces
0
Construction descriptions
°i
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vol
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1
153 0053 21 0
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1100
027
63
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Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
I'll _I
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Cooling
vr Intonations CO,
US
Indoor temperature I'D
461
418
Elevation: 5430 e
24
Design TD I'D
70
n
Latitude: 40°N
21 0
Relative humidity(%
50
50
Outdoor:
Heating Cooling
Moisture difference grAb)
616
363
Diablo IT)
1 92
Infiltration:
027
56
Dalryange I'D
- 28 (H)
Method
Simplified
Nkmum(°q
- 60
Constructed quality
Average
(none)
VNnd speed (mph)
150 75
Fireplaces
0
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122
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all
213
0053
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461
982
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56
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Foo
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231
0025
0
1 74
401
0
0
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1791 E all Ane Unt 0 Dan., C 0 80216 Duane 720 596 Pas ell n.de
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebaxes, realarchitedure mm Email. Jordamcgrealarchitedure mm
MEMSEff ll MI
rin
Location
Heating
Cooling
vr Intonations CO, US Indoor temperature I'D
Elevation: 5430 e Design TD I'D
20
17
Latitude: 40°N Relative humidity(%
50
50
Outdoor: Heating Cooling Nbislure difference grAb)
616
363
Diablo IT) 1 92 Infiltration:
Dalryange I'D - 28 (H) Nya"d
Simplified
Nkmum(°q - 60 Constructed quality
Average
VNnd speed (mph) 150 75 Fireplaces
0
NONE
Construction descriptions °i Agre,.
vaim_r I deal
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Walk
15B130w, 6 Dessau heavy dry or light damp soil 2x4 woodintum 204 0 053 21 0
381 779
0 04 7
all 384 0053 21 0
373 1434
002 7
pantliors
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Heat &Air Calculations Inc
1791 E all Ane Unt 0 Dan., C 0 80216 there 720 596 mg) ell n.de
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For: Jordan Fisher , Realarcutedure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
MEMSEff IT MI
rin
Location
Heating
Cooling
vr Intonations CO, US Indoor temperature I'D
Elevation: 5430 e Design TD I'D
20
17
Latitude: 40°N Relative humidity(%
50
50
Outdoor: Heating Cooling Moisture difference grAb)
616
363
Diablo IT) 1 92 Infiltration:
Dalryange I'D - 28 (H) Method
Simplified
Nkmum(°q - 60 Constructed quality
Average
VNnd speed (mph) 150 75 Fireplaces
0
NONE
Construction descriptions °i Agre,.
vatm_r I deal
lull vat
lull vat
Walk
15B130w, 6 Bgwall heavy dry or light damp soil 2x4 woodinturps 101 0053 21 0
461 463
027 27
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pantliors
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Windows
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153 1
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For:
Jordan Fisher, Realarcutadure
Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwwwrealarchitedure mm
Email. Jordan@realarchitedure
mm
MENNEff
IT MI
rin
Location
Heating
Cooling
vr Intonations CO,
US
Indoor temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor:
Heating Cooling
Moisture difference grAb)
616
363
Diablo IT)
1 92
Infiltration:
Dalryange I'D
- 28 (H)
Method
Simplified
Nkmum(°q
- 60
Constructed quality
Average
VNnd speed (mph)
150 75
Fireplaces
0
Construction descriptions
Walk
(none)
Partners
(none)
Windows
(none)
Doom
(none)
Failings
(nane)
Foo
21 A Pat Be floor heavy dry or hight damp soil 6 depth
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frSTAIRS av: YM
Heat &Air Calculations Inc
1791 E gar cone Unt 0 Dan., C 0 80216 there 720 596 mg) ell n.de
Mii
For: Jordan Fisher, Realarcutedure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
Location
IndoorInor
Heating
Cooling
nations CO US
temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor: Heating
Cooling
Moisture difference grAb)
616
363
Diablo IT) 1
92
Infiltration:
Dalryange I'D -
28 (H)
Method
Simplified
Nkmum(°q -
60
Constructed qualify
Average
VNnd speed (mph) 150
75
Fireplaces
0
Construction descriptions
°i
Agre,.
NONE
votm_r IHot
loll
lot loll lot
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
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Location nations CO US IndoorInor temperature I'D Heating Cooling
Elevation: 5430 e Design TD I'D 70 n
Latitude: 40°N Relative humidity(% 50 50
Outdoor: Heating Cooling Nbislure difference grAb) 616 363
Diablo IT) 1 92 Infiltration:
Dalryange I'D - 28 (H) Method Simplified
Nkmum(°q - 60 Constructed qualify Average
VNnd speed (mph) 150 75 Fireplaces 0
NONE
Construction descriptions °i Agre,. vaim_r I deal veil ad, veil ad,
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
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Location
Indoor
Heating
Cooling
lnternationaCOUS
Indoor temperature I'D
70
75
Elevation5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humldoye%
50
50
Outdoor: Heating
Cooling
Nbislure difference grrlb)
616
363
Diablo IT) 1
92
Infiltration:
Dalryange I'D -
28
(H)
Method
Simplified
Nkmum(°q -
60
Construction qualify
Average
VNnd speed (mph) 150
75
Fireplaces
0
Construction descriptions
°i
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NONE
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
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Location
IndoorInor
Heating
Cooling
nations CO US
temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor: Heating
Cooling
Nbislure difference grAb)
616
363
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92
Infiltration:
Dalryange I'D -
28
(H)
Method
Simplified
Nkmum(°q -
60
Constructed qualify
Average
VNnd speed (mph) 150
75
Fireplaces
0
Construction descriptions
°i
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59 0053 21 0
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Mii
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
Location
IndoorInor
Heating
Cooling
nations CO US
temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor: Heating
Cooling
Moisture difference grAb)
616
363
Diablo IT) 1
92
Infiltration:
Dalryange I'D -
28 (H)
Method
Simplified
Nkmum(°q -
60
Constructed qualify
Average
VNnd speed (mph) 150
75
Fireplaces
0
Construction descriptions
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1791 E gar cone Unt 0 Dan., C 0 80216 there 720 596 mg) ell n.de
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For: Jordan Fisher, Realarcutedure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
Location nations CO US
Elevation: 5430 e
Latitude: 40°N
Outdoor: Heating
Diablo IT) 1
Dalryange I'D -
Nkmum(°q -
VNnd speed (mph) 150
Cooling
92
28
60
75
(H)
IndoorInor temperature I'D
Design TD I'D
Relative humidity(%
Moisture difference grAb)
Infiltration:
Method
Constructed qualify
Fireplaces
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70
50
616
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Average
0
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n
50
363
Construction descriptions
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1791 E gar cone Unt 0 Dan., C 0 80216 there 720 596 mg) ell n.we
Mii
For: Jordan Fisher, Realarcutedure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
Location
IndoorInor
Heating
Cooling
nations CO US
temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor: Heating
Cooling
Moisture difference grAb)
616
363
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92
Infiltration:
Dalryange I'D -
28 (H)
Method
Simplified
Nkmum(°q -
60
Constructed qualify
Average
VNnd speed (mph) 150
75
Fireplaces
0
Construction descriptions
°i
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1791 E gar cone Unt 0 Dan., C 0 80216 there 720 596 mg) ell n.de
Mii
For: Jordan Fisher, Realarcutedure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
Location nations CO US
Elevation: 5430 e
Latitude: 40°N
Outdoor: Heating
Diablo IT) 1
Dalryange I'D -
Nkmum(°q -
VNnd speed (mph) 150
Cooling
92
28
60
75
(H)
IndoorInor temperature I'D
Design TD I'D
Relative humidity(%
Moisture difference grAb)
Infiltration:
Method
Constructed qualify
Fireplaces
Heating
70
50
616
Simplified
Average
0
Cooling
n
50
363
Construction descriptions
°i
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NONE
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lull
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132 0 053 21 0
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206 0 053 21 0
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1791 E gar cone Unt 0 Dan., C 0 80216 there 720 596 mg) ell n.de
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For: Jordan Fisher, Realarcutedure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
Location
IndoorInor
Heating
Cooling
nations CO US
temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor: Heating
Cooling
Moisture difference grAb)
616
363
Diablo IT) 1
92
Infiltration:
Dalryange I'D -
28 (H)
Method
Simplified
Nkmum(°q -
60
Constructed qualify
Average
VNnd speed (mph) 150
75
Fireplaces
0
Construction descriptions
°i
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NONE
vatm_r I deal
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lull vat
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(none)
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwwwrealarchitedure mm Email. Jordan@realarchitedure mm
Location nations CO US IndoorInor temperature I'D Heating Cooling
Elevation: 5430 e Design TD I'D 70 n
Latitude: 40°N Relative humidity(% 50 50
Outdoor: Heating Cooling Moisture difference grAb) 616 363
Diablo IT) 1 92 Infiltration:
Dalryange I'D - 28 (H) Method Simplified
Nkmum(°q - 60 Constructed qualify Average
VNnd speed (mph) 150 75 Fireplaces 0
NONE
Construction descriptions °i Are,. vaim_r I deal veil ad, veil ad,
Walk
15B130vvc6BgvvaII heavy dry or light damp soil 2x4 woodintum 95 0 053 21 0 461 436 027 25
,onlereworl3i,avins 8thkle gypsum board Up food a 182 0 053 21 0 434 789 01 9 34
1 214 0053 21 0 421 902 015 32
all 491 0053 21 0 433 2126 019 91
Pantliors
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the 6 67 ft head of 1 47 0570 0 39 6 1849 32 4 1513
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
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70
n
Latitude: 40°N
21 0
Relative humidity(%
50
50
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Heating Cooling
Moisture difference grAb)
616
363
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1 92
Infiltration:
018
89
Dalryange I'D
- 28 (H)
Method
Simplified
Nkmum(°q
- 60
Constructed quality
Average
(none)
VNnd speed (mph)
150 75
Fireplaces
0
Construction descriptions
°i
.
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vol
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
vote wv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
Location
IndoorInor
Heating
Cooling
nations CO US
temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor: Heating
Cooling
Boldus difference grAb)
616
363
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92
Infiltration:
Dalryange I'D -
28 (H)
Method
Simplified
Nkmum(°q -
60
Constructed qualify
Average
VNnd speed (mph) 150
75
Fireplaces
0
Construction descriptions
°i
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NONE
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vat
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1791 E gar cone Unt 0 Dan., C 0 80216 there 720 596 mg) ell n.de
Mii
For: Jordan Fisher, Realarcutedure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
Location
IndoorInor
Heating
Cooling
nations CO US
temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor: Heating
Cooling
Moisture difference grAb)
616
363
Diablo IT) 1
92
Infiltration:
Dalryange I'D -
28
(H)
Method
Simplified
Nkmum(°q -
60
Constructed qualify
Average
VNnd speed (mph) 150
75
Fireplaces
0
Construction descriptions
°i
Agre,.
NONE
vatm_r I deal
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vat
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Heat &Air Calculations Inc "'s°I"
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwwwrealarchitedure mm Email. Jordan@realarchitedure mm
Location nations CO US IndoorInor temperature I'D Heating Cooling
Elevation: 5430 e Design TD I'D 70 n
Latitude: 40°N Relative humidity(% 50 50
Outdoor: Heating Cooling Moisture difference grAb) 616 363
Diablo IT) 1 92 Infiltration:
Dalryange I'D - 28 (H) Method Simplified
Nkmum(°q - 60 Constructed qualify Average
VNnd speed (mph) 150 75 Fireplaces 0
NONE
Construction descriptions °i Are,. vaim_r I deal veil ad, veil ad,
Walk
15B130vvc6BgvvaII heavy dry or light damp soil 2x4 woodintum 156 0 053 21 0 406 632 011 17
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all 445 0053 21 0 419 1864 015 65
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the 6 67 ft head of as 53 0570 0 39 6 2113 62 4 3327
all 100 0570 0 39 6 3961 42 8 4276
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
vote wv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
Location
IndoorInor
Heating
Cooling
nations CO US
temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor: Heating
Cooling
Moisture difference grAb)
616
363
Diablo IT) 1
92
Infiltration:
Dalryange I'D -
28 (H)
Method
Simplified
Nkmum(°q -
60
Constructed qualify
Average
VNnd speed (mph) 150
75
Fireplaces
0
Construction descriptions
°i
Agre,.
NONE
vatm_r I deal
lull
vat
lull vat
Walk
15B130wc6BgwaII heavy dry or light damp soil
2x4 woodintum
129 0053 21 0
439
565
020 26
,onlefewori3i,avins Rookie gypsum board
Up food
Pantliors
(none)
Windows
ink 6 67 ft head it
Doom
(none)
°iii etl3dad Ameeeiling, search shingles met mal, r
ao menms, r 30 can
133 0032 a"0
114
297
153 ms
no
Foo
(none)
WfighbOR' Rig msvheo Universal
iam Ni a
Qa
Page
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ti{ Regimes,
Component ConstructionsDate "°; e'Pei°`"" m.
frLAUNDRY av: YM
Heat &Air Calculations Inc
1791 E gar cone Unt 0 Dan., C 0 80216 there 720 596 mg) ell n.de
Mii
For:
Jordan Fisher, Realarc itedure
Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwv✓arealarchitedure mm
Email. Jordamcgrealarchitedure
mm
MEMSEff
IT MI
rIndoor
Location
Heating
Cooling
vr Intonations CO,
US
l temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor:
Heating Cooling
Moisture difference grAb)
616
363
Diablo IT)
1 92
Infiltration:
Dalryange I'D
- 28 (H )
Method
Simplified
Nkmum(°q
- 60
Constructed quality
Average
VNnd speed (mph)
150 75
Fireplaces
0
Construction descriptions °i . votm_r IHot loll lot loll lot
Walk
(none)
Partitions
(none)
Windows
(none)
Doe
(none)
°iii etl3dad nmeeeiling, asp haft shingles met mat, r ao meninx, r 30 c,
Us
Foo
(none)
121 0032 30 0 222 270 1 53 186
WfighbOR' Rig msvneo Universaliam xo
Page 24
\W erstwrebowmoaambot Hosts uanntoxpoo=us rrem goomrez w
ti{ Regimes,
Component ConstructionsDate "°; e'Pei°`"" m.
frWIC ar vm s - u..
Heat &Air Calculations Inc '°`"m °!"
1791 E gar cone Unt 0 Dan., C 0 80216 there 720 596 mg) ell n.de
Mii
For:
Jordan Fisher, Realarc itedure
Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwv✓arealarchitedure mm
Email. Jordamcgrealarchitedure
mm
MENNEff
IT MI
rIndoor
Location
Heating
Cooling
vr Intonations CO,
US
l temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor:
Heating Cooling
Moisture difference grAb)
616
363
Diablo IT)
1 92
Infiltration:
Dalryange I'D
- 28 (H )
Method
Simplified
Nkmum(°q
- 60
Constructed quality
Average
VNnd speed (mph)
150 75
Fireplaces
0
Construction descriptions °i Agre,. votm_r IHot loll lot loll lot
Walk
(none)
Partitions
(none)
Windows
(none)
Doe
(none)
°iii etl3dad nmeeeiling, asp haft shingles met mat, r ao meninx, r 30 c,
Us
Foo
(none)
76 0032 30 0 222 169 1 53 117
WfighbOR' Rig msvneo Universal
iam Ni
Page 25
\W erstwrebowmoaambot Hosts uanntoxpoo=us rrem goomrezw
ti{ Regimes,
Component ConstructionsDate "°; e'Pei°`"" m.
frHALLWAY Br. YM
Heat &Air Calculations Inc
n.de
Mii
For: Jordan Fisher, Realarcutedure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
vote wv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
Location
IndoorInor
Heating
Cooling
nations CO US
temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor: Heating
Cooling
Moisture difference grAb)
616
363
Diablo IT) 1
92
Infiltration:
Dalryange I'D -
28
(H)
Method
Simplified
Nkmum(°q -
60
Constructed qualify
Average
Wind speed (mph) 150
75
Fireplaces
0
Construction descriptions
°i
Agre,.
NONE
vatm_r I deal
lull
vat
lull vat
Walk
15B130wc6BgwaII heavy dry or light damp soil
2x4 woodinturps
95 0053 21 0
461
439
027 25
,onlefewori3i,avins Rookie gypsum board
Up food
as
63 0053 21 0
417
263
014 9
all
158 0053 21 0
443
702
021 34
Pantliors
(none)
Windopes
ink 6 67 ft head it
Doom
(none)
°iii etl3dad Ameeeiling, search shingles met mal, r
ao menms, r 30
can
w° 0032 a"0
114
969
153 669
no
Foo
(none)
WfighbOR' Rig msvheo Universal
iam Ni m
Qa
Page
tUgUaLredson di Hosts uanntoxpoo=us rrem goomrezw
ti{ Regimes,
Component ConstructionsDate "°; e'Pei°`"" m.
frSTAIRS 2 av: YM
Heat &Air Calculations Inc
1791 E gar cone Unt 0 Dan., C 0 80216 there 720 596 mg) ell n.de
Mii
For: Jordan Fisher, Realarcutedure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwv✓arealarchitedure mm Email. Jordamcgrealarchitedure mm
Location
IndoorInor
Heating
Cooling
nations CO US
temperature I'D
Elevation: 5430 e
Design TD I'D
70
n
Latitude: 40°N
Relative humidity(%
50
50
Outdoor: Heating
Cooling
Moisture difference grAb)
616
363
Diablo IT) 1
92
Infiltration:
Dalryange I'D -
28 (H)
Method
Simplified
Nkmum(°q -
60
Constructed qualify
Average
VNnd speed (mph) 150
75
Fireplaces
0
Construction descriptions
°i
Agre,.
NONE
vatm_r I deal
lull
vat
lull vat
Walk
15B130wc6BgwaII heavy dry or light damp soil
2x4 woodintum
105 0053 21 0
426
445
016 17
,onlereworl3i,avins 8thkle gypsum board
Up food
Pantliors
(none)
Windows
the 6 67 ft head of
Doom
(none)
°iii etl3dad nmeeeiling, search shingles met mal, r
ao menms, r 30 can
2e6 0032 a"0
114
636
153 Hoa
no
Foo
(none)
WfighbOR' Rig msvheo Universal
iam Ni a
Qa
Page
tUgUaLredson di Hosts uanntoxpoo=us rrem goomrezw
For: Jordan Fisher, RealarMitedure Ltd
2899 N. Speer Blvd Due 162 Denver, C056211
Phone55
Vwbab wvww realarMlt303 477 eduare marEmaiclJJordaniErealarchitedure mm
Notes
Ede amer: Denver mtamatmna, CO, US
W�heaAgo-
J� Project SummaryDate "°; e'Pei°`""
nobi
{
tim.
,,,,,.5 Entire House ar. .M
1
s -
ari
Heat&Air Calculations Inc
ofingly
1791 waffi� WIG D.r., C080i 7205954G99 Erbil heburalwationspigifiral Win Web mirhebundaralwai
For: Jordan Fisher, RealarMitedure Ltd
2899 N. Speer Blvd Due 162 Denver, C056211
Phone55
Vwbab wvww realarMlt303 477 eduare marEmaiclJJordaniErealarchitedure mm
Notes
Ede amer: Denver mtamatmna, CO, US
Winter Design Conditions
Summer Design Conditions
Outside itb 1"
Outside do
92"
Inside do 76 "
Inside do
75
"
Design TD Tfi "
Design TD
n
"
Dauyrange
H
Relative humidity
56
%
Boards difference
-36
golb
Heating Summary
Sensible Cooling Equipment Load Sizing
Structure 88496 Dluh
Structure
46647
Dluh
Duds 6 Btuh
Duds
6
Btuh
Centalventp dm) 6 Btuh
Centalventp dm)
6
Btuh
°eBJ
Humidification 6 Bluh
tlir
Blower
6
Bluh
Equipment load 88496 DWM1
Use manufacturer's data
EquipminTsenlGga load
Infiltration
gwpmen inns
39O6DWh
method Simplified
Latent Cooling Equipment
Load Sizing
Construction quality %ncag6
Fireplaces
Structure
-1566
DWh
Duds
6
etuh
Centalventp dm)
6
Btuh
44 44
Ne58l59
Asa (H9 9859
Equipment latentload
6
DIUM1
volume (D) 35722 35722
Ar changesthour 625 615
Equipmenttotal load
39366
DWh
Equiv AW FUJI 167 89
Reqtotal apacityat676 SHR
47
ton
Heating Equipment Summary
Cooling Equipment
Summary
TTradde ke AREASE�RmsTRONCARpDVANCE..
TTradde ke Armstrong
Nbdel MOUHID116C16
Cond 4SCU16LT160P
AHRIof 4268423
Coil H ADEM A6 D66M86UH2,096C20
A4RIof 4215726
ERidency 80A`UE
ERiwenry 115 EER,
15 SEER
HeatmgUpof
116666 DWh
Sensble cooling
39966
DWh
Heatmgoutpof
89666 DWh
Latentcoolmg
17166
DWh
Low output
ba eb"ard 766 BtuhM
T"talc"glmg
6047
dmauh
Total lowbaseboard 126 ft
Actual airflow
0inH20
Totahl a lghubase sheartl
Ar Row tactor
106
board
Load
Space thermostat
seressure
nsible heat ratio
Calculations approved byPCCAto meet all requirements of Samuel J 8th Ed
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1791 Exth Are WIG D.r., CO 80216 Phi 720 596 CoN Ei heburalwationsovirral win Web III hebundaralwai
sesses
For:
AED Assessment
a u _
Enfim House
Heat &Air Calculations Inc
1791 Exth Are WIG D.r., CO 80216 Phi 720 596 CoN Ei heburalwationsovirral win Web III hebundaralwai
sesses
For:
Jordan Fisher, RealarMitadure
Wheaego-
Job
3601 xoZ St xeaaenoe
ti{
Date
nobi
ar
vm
si 0
1791 Exth Are WIG D.r., CO 80216 Phi 720 596 CoN Ei heburalwationsovirral win Web III hebundaralwai
sesses
For:
Jordan Fisher, RealarMitadure
Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
Edebwwwrealarchoedure mm
Email. Jordanicyrealarchitedure
mm
MENNOWNTIMM"r
Location:
Indoor:
Heating
Cooling
Denver mtematlena, CO,
us
Indoor temperature I'D
76
75
Elevation: 5436 e
Design roI'D
76
n
Latitude: 40-N
Relative hnmldlty(%)
56
56
Outdoor:
Heating Cooling
Nbislure difference gulb)
616
363
DrybulbIT)
1 92
Infiltration:
Dadyange I'D
- 28 (H )
vwmum(°q
66
Wind speed (mph)
156 75
Hourly Glazing Load
Maximum hourly glazing load exceeds average by 32.86.
House does not have adequate exposure diversity (A ED), based on AED limit of 306.
AED excursion: ]W Btuh (PFG-1.3'AFG)
c0 09
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Heat &Air Calculations In c mi cource"
1791 Eder Ave who 0 Dersom DO 80216 Phone 720 596 4399 Brad hataimalkinationsissural down Web www hatandaroalkinational
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564
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M1aatgw
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L{
Date recall
Entire House Be rM
Heat &Air Calculations In c mi cource"
1791 Eder Ave who 0 Dersom DO 80216 Phone 720 596 4399 Brad hataimalkinationsissural down Web www hatandaroalkinational
Calculations anomved bVPCC4ro meet all reouirements of Manual J End Ed.
,,IE4. -PIR W.bemoR' R, Rsmoo um. iws 019 RS W 1135 mrez W >m Nineon
AwuswiresTr .eroeoi Wast R Mal rup��o o -
5
Room w.
88 7 to
Q40 ft'
TR
onDurchon
u -w u.
°'I
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. c
Dart
hirmew
cRw�«-'�I
co.nm9
mpnc
wf
(Ruh)
or penmear wf
(Ruh)
Hada
Cool
Ol
are
Hada
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Ol
are
Hada
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loo
were
n
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F
21424
0 025
1 74
0 00
97
97
342
0
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858
0
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Q
Cog
mass
mass
11
nai nimsC 230Pomo
lOni 510irad
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1734
510
8�
11
5
Duct O.d5
Calculations anomved bVPCC4ro meet all reouirements of Manual J End Ed.
,,IE4. -PIR W.bemoR' R, Rsmoo um. iws 019 RS W 1135 mrez W >m Nineon
AwuswiresTr .eroeoi Wast R Mal rup��o o -
sWm
M1aatgw
Right.q Worksheet 1Hzst Residence
L{
Date recall
Entire House Be rM
Heat &Air Calculations In c mi cource"
1791 Eder Ave who 0 Dersom DO 80216 Phone 720 596 4399 Brad hataimalkinationsissural down Web www hatandaroalkinational
Calculations anomved bVPCC4ro meet all reouirements of Manual J End Ed.
,,I& -PIR W.bemoR' R,Rslow um. iws down Door W >m NiReoe
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Room no.
words
A
�Abd
5
Room w.
��
480pc
TR
onDurchon
LLwuc
°'I
Hd
pnc
Ime
Dartew
cRw�«-'�I
co.nm9
wf
(Ruh)
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(Ruh)
Hada
0001
Ol
are
Hada
Oool
Ol
are
Hada
COOT1
H
loo
were
n
1D.2oo.oe
C -o
DLZ
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w
rare Rod
1D.2o,
T -o
F
21424
0 025
1 74
0 00
d8
98
171
0
481
481
835
0
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_4677226
al
on
0
638
120
11
oaiwiKmsrn 230Pomo
01
01
ncedother
0
Sul Oni 510ir
Real
17 3
1
99
Sumotal
7241
dh� 52
14
01
01
01
0%
�Tlfgoml I Cool far
01
14
101
22
Calculations anomved bVPCC4ro meet all reouirements of Manual J End Ed.
,,I& -PIR W.bemoR' R,Rslow um. iws down Door W >m NiReoe
AwuswiresTr .eroeoi Wast R Mal rup��o w -
sWm
M1aatgw
Right.q Worksheet 1Hzst Residence
L{
Date recall
Entire House Be rM
Heat & Air Calculations Inc mi cource"
1791 Eder Ave who 0 Dersom DO 80216 Phone 720 596 4399 Brad hataimalkinationsissural down Web www hatandaroalkinational
Calculations anomved bVPCC4ro meet all reouirements of Manual J End Ed.
,,I& -PIR W.bemoRi R, Rsmoo um. iws 019 RS W 1135 mrez W >m NiReoe
AwuswiresTr .eroeoi Wast R Mal rup��o o -
Room no.
HALL
B ED RO OM 4
5
Room w.
4mpn9
nmOf
TR
u -w u.
Wdd
Dart
Dart
hiromnDurchon
be
cRr=TjI
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09
(RAN
o9
(Ruh)
Hada
Cool
Ol
are
Hada
Cool
Ol
are
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:C0;d::1
H
loo
were
n
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C—o
DLZ
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ioao.re
w
rare Rod
1D.2o,
T—o
c
16B card
0 032
2 22
1 53
255
176
672
672
144
1031
115
115
o)ae .nasion
455
6535
84
3784
el
12
on
11,
no=
11
nai nimss 230Pomo
01
01
ncedother
0
lOni 510ir
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862
59
7420
38]
14
01
Calculations anomved bVPCC4ro meet all reouirements of Manual J End Ed.
,,I& -PIR W.bemoRi R, Rsmoo um. iws 019 RS W 1135 mrez W >m NiReoe
AwuswiresTr .eroeoi Wast R Mal rup��o o -
sWm
M1oatgw
Right.q Worksheet 1Hzst Residence L{
Date nol
Entire House Rr rM
Heat&Air Calculations In c m Andre":
1791 Swum And Him 0 Demor DO 80216 Phone 720 596 4399 Brad hataimakwuldronsisgral ban Web www had,ndamakwuldronal
Calculations anomved bvACCAto meet all Denouements of §nual J AD Ed.
,,I& -PIR...beesoni Be Rslaw um. iws rAR000mrez W >m H Page 10
Awusw.eommo.eroeoi Hoy RMalrup��o w -
Room no.
BONUS ROOM
BATHROOM
5
Room U.
n 2 to
329 2 to
TB
onDr
LL
H�
p9
Ime
do
Ime
hirmar
w°'
Rmr
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(Ruh)
I Hada
0001
Ol
BASS
Haft
0001
Ol
BASS
Hada
Do:::]
Rod
0 093
H
n
4 30
0 17
290
252
089
47
0
113
oo
n
1D.2oo.oe
C—o
iOLDTo ao..oe
race Rod
1D.2o,
T—o
0
16B Rod
0 032
2 22
1 53
965
965
21Q
Hal
329
329
732
505
o)ae .nasion
12
on
88
114
211
A
�e
11
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01
ncedother
loni 510ir
A55 Acternal load
0
0
]J
8060
41
23410
�TMaorRobbo.rd I Cool Ar
51
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,,I& -PIR...beesoni Be Rslaw um. iws rAR000mrez W >m H Page 10
Awusw.eommo.eroeoi Hoy RMalrup��o w -
sWm
M1aatgw
Right.q Worksheet 1Hzst Residence
L{
Date recall
Entire House Be rM
Heat & Air Calculations Inc mi cource"
1791 Eder Ase who 0 Dersom DO 80216 Phone 720 596 4399 Brad hataimalkinationsissural down Web www hatandaroalkinational
Calculations anomved bVPCCAW meet all reouirements of Manual J End Ed.
,,I& -PIR W.bemoRl H,Rslow um. iws 019RSW 1135 mrez W >m Ni1Page 11
809
AwuswiresTr .eroeoi Wast R Mal rup��o o -down
5
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�mpn9
TR
u -w u.
Wdd
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.
Dart
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cRr=TjI
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o9
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are
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are
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loo
were
n
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0 570
w
39 61
62 37
36
0
413
225
53
0
21
3327
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2 22
1 53
437
437
972
670
Q5
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1034
713
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5451
441
6878
05
5805
12
no=
13
oagarbmsrn 230Pomo
Sul Oni 510ir
11
5
Duct O.d5
Calculations anomved bVPCCAW meet all reouirements of Manual J End Ed.
,,I& -PIR W.bemoRl H,Rslow um. iws 019RSW 1135 mrez W >m Ni1Page 11
809
AwuswiresTr .eroeoi Wast R Mal rup��o o -down
sWm
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Right.q Worksheet36011zSt Residence
L{
Date recall
Entire House she Do
Heat &Air Calculations In c ski coudd'
1791 Edam Ad out 0 Deradar DO 80216 Phone 720 596 4399 Brad hataimalwaronsissural Win Web mw hatandaroalkinational
Calculations anomved bv,eCCAto meet all Denouements of §nual J End Ed.
,,I& -PIR...beeson' H,Rsleer um. 17 17 ws 019RSW 1135 mrez W >m NiPage 12
Awuswireafr .eroeoi Wast R Mal rup��o io -FmM
Room no.
BAT H 2
far
5
Room n.
4pn9
pmpnc
TR
u -w u.
Wdd
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Dart
hiromnDarldon
be
cRwm-'�
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of
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of
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0001
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loo
n
1D.2oo.oe
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w
.oe
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T -o
0
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0 032
2 22
1 53
133
133
297
205
121
121
270
186
o)ae o.vaio.22
12
on
22
29
0
0
�e
11
hall wiwmsrd 230Pomo
01
ncedother
atalOni 510ir
Sul
22
580
0
0
Calculations anomved bv,eCCAto meet all Denouements of §nual J End Ed.
,,I& -PIR...beeson' H,Rsleer um. 17 17 ws 019RSW 1135 mrez W >m NiPage 12
Awuswireafr .eroeoi Wast R Mal rup��o io -FmM
sWm
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Right.q Worksheet 1H zst Re.menceDate recall
L{
Entire House Be rM
Heat &Air Calculations In c mi cource"
1791 Eder Ave out 0 Derear DO 80216 Phone 720 596 4399 Brad hataimalkwhationsissural Win Web mw hatandaroalkinational
Calculations anomved bv,eCCAto meet all Denouements of Manual J End Ed.
,,I& -PIR W.bemoRi R, Rsmoo um. iws 019 RS W 1135 mrez W >m H Page v
AwuswiresTr .eroeoiw.°aRMalrup��oo -FmM
Room no.
Who
HALUDDAY
5
Room n.
n
TR
onDurchon
u -w u.
Wdd
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.
Dart
hirmew
cRr=TjI°'I
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are
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are
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loo
n
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w
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0 032
2 22
1 53
76
76
169
11 7
436
436
969
669
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169
2265
1866
18 6
on
274
3'
13
oagarbmsrn 230Po
mo ncedother
lOni 510ir
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01
51
Calculations anomved bv,eCCAto meet all Denouements of Manual J End Ed.
,,I& -PIR W.bemoRi R, Rsmoo um. iws 019 RS W 1135 mrez W >m H Page v
AwuswiresTr .eroeoiw.°aRMalrup��oo -FmM
sWm
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Right.q Worksheet 1Hzsr ResidenceDate recall
L{
Entire House Be rM
Heat & Air Calculations Inc mi cource"
1791 Eder Ave who 0 Dersom DO 80216 Phone 720 596 4399 Brad hataimalkinationsissural down Web www hatandaroalkinational
Calculations anomved bVPCC4ro meet all reouirements of Manual J End Ed.
,,I& -PIR W.bht+oR' RlMSulow u^I° iws down Door W >m NiPage 14
AwuswiresTr .eroeoi Writs Mal rup o o -
Room no.
STARS2
5
Room w.
8 7 0 to
TR
onDurchon
or
pre °r
pre
w,e
ear
Rr= Tj
9u
Ruhm9
mm)
(Ruun)
H:
Rod
0 093
n
4 30
0 17
125
101
445
17
lre
oo
were
n
1D.2oo.oe
C—o
DLZ
.oe
ioao.re
w
.oe
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0
16B card
0 032
2 22
1 53
286
286
636
439
o)ae o.maio.
1873
11
oalgiKmss 230Pomo
ncedother
Sul Owl 510is
Real
4
63
Calculations anomved bVPCC4ro meet all reouirements of Manual J End Ed.
,,I& -PIR W.bht+oR' RlMSulow u^I° iws down Door W >m NiPage 14
AwuswiresTr .eroeoi Writs Mal rup o o -
net eesns.re m.e. o..,.... CO 80216 en..e 720 596 Ei hebu�A,mmio„spieirraumm Web ,III nw.m�A,mmi
For:
Loads for Multiple Orientations
Date
ani St Residen`e
nobi
Southeast
Hear s Air•
Entire House
Cur
.M
Se nsibla Lo ait(anh)
_ca�uarw
Heat&Air Calculations Inc
38533
43863
net eesns.re m.e. o..,.... CO 80216 en..e 720 596 Ei hebu�A,mmio„spieirraumm Web ,III nw.m�A,mmi
For:
Jordan Fisher, Realarcutadure
Ltd
East
Southeast
South
2899 N. Speer Blvd Sue 162 Denver, C086211
west
Northwest
Se nsibla Lo ait(anh)
Phone 303-0Ab556 Fax 303477b505
42636
38533
43863
43078
Edebwwwrealarchitedure mm
Email JordaniErealarchitedure
mm
Latent Load Etuh)
6
6
6
6
6
Location:
6
Indoor:
Heating
Cooling
Denver mtematiena, CO,
us
Indoor temperature I'D
76
75
Elevation: 5436 e
44544
Design TD I'D
76
n
Latitude: 46°N
1966
Relative humidity(%)
56
56
Outdoor:
Heating Cooling
Creature diference(gr1b)
616
363
Drybulb (°F)
1 92
Infiltration:
1966
1966
Daityange I'D
- 28 (H )
vwmuin(°q
66
Wind speed (mph)
156 75
From Dcar
North
Northeast
East
Southeast
South
Southwest
west
Northwest
Se nsibla Lo ait(anh)
41]45
42636
38533
43863
43078
43887
39366
44544
Latent Load Etuh)
6
6
6
6
6
6
6
6
Total Load Etuh)
41745
42836
38533
43863
43078
43887
39366
44544
Heating AUF(dm)
1966
1966
1966
1966
1966
1966
1966
1966
Cooling AUF(dm)
1966
1966
1966
1966
1966
1966
1966
1966
aildrpT Oiaf3im CodirpT Loatl
Dimon From maraca
Current orientation: From Door tams west
Highest Cooling madFrom Door tams Northwest
Calculations approved boeCCAto meet all requirements of Barrel J 8th Ed.
c0 11
wrightIDoft nlems.n.o o.e m-ws 0Amo..m�.w 402NiPi
aw.mwirsocr .emeoi was sari o
N +
nnn�a:aaavaaar•
IIIIIIIIIIII
M F C H /CFI I A R
] For
Job #: 3501 Hoyt St Residence
Heat & Air Calculations Inc
Scale: 1 : 138
Performed by YM for:
Page 1
Jordan Fisher
1791 E 58th Ave. Unit O
Rlghtsulte®Universal 2017
2899 N. Speer Blvd Ste 192
Denver CO 80216
17.0.19 PSU21135
Denver, CO 80211
Phone .720-5964399
2021 -Nov -040132.18
Phone 393-4]75559 Fax 303 -4]]-5595
wwwheatandaircalcul ationsinc coni heatai real on at ons(
wnloads3501 Hoyt St Manuals nip
`o Wheat
U m
@411119 ullepc
MAIN LEVEL
Job #: 3501 Hoyt St Residence
Heat & Air Calculations Inc
Scale: 1 : 138
Performed by YM for:
Page 2
Jordan Fisher
1791 E 58th Ave. Unit O
Right-SHAPA-rivemal 2017
2899 N. Speer Blvd Ste 102
Denver, CO 80216
17 0 19 RSU21135
Denver, CO 80211
Phone 720-5964399
2021 -Nov -0401.32'.18
Phone : - -5550 Fax -0]]5505
wwwheatandaircal culationsnccom heatai rcal on at ons(
_ wnloade3501 Hoyt St Manualsru
N *
SECOND LEVEL
Job #: 3501 Hoyt St Residence
Heat & Air Calculations Inc
Scale: 1 : 138
Performed by YM for:
Page 3
Jordan Fisher
1791 E 58th Ave. Unit O
Right-Swte®Unlvemal 2017
2899 N. Speer Blvd Ste 192
Denver, CO 80216
17 0 19 RSU21135
Denver, CO 80211
Phone 720-5964399
2021 -Nov -04013218
Phone 3034775550 Fax 3034775595
www.heatandaircaicuiationsinccom heataircalcrrations'¢gm
_ wnioade3501 Hoyt StManrl
`o Wheat
U m
@G�dng DMs�oc
Equipment Summary
Entire House
Heat &Air Calculations Inc
1791 E58th Axv WIG D.r., CO 80216 Phi 720 596 C99 Ei ..ate
For: Jordan Fisher, RealarMitecture Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab550 Fax 303 477
FAG wwwrealarchitecture mm Email. JordaniErealarchitecture mm
Cooling:Nrrsimn4PDP 45C016 LTi 60P
Cod Nbtlel. HADM1 ri 60M8OUH2ta9OC20
Total cooling capacty-POOOBIuh, 115 EER, 15 SEER, Sound Level =00
Job 3601 By.no book St Residence
Date
Healing: NmtronyARE EMMSRONGAI VMUCOMMRTSY M,MA TW(ESALLIEOPDOOH10110C16'
Input= 110000 an Output -89000 Bluh, 80 ANE
Warranties
reatul
Doling:
COII Nbdel.
Total cooling capacity -0 Bluh, 0 BEER, Bound Level =00
Healin4:
Input =081uh, Output- 081uh, 80AFUE
Water xeaany: gas eonuerno al
40 gal tank 36 Sam input,0 60 EF
Warranties
reatul
vni-xP. 01 c0 15
Wrlyhtai n wee1
For: Jordan Fisher, RealarMiadure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab6$0 Fax 303 477
Vbkbwwwrealarchiadure mm Email. JordaniErealarchiacture mm
Doling:
Coil Nbdel.
Total cooling capacity -0 Bluh, 0 SEER, Sound Level =00
Heating:
nput=061uh44 Output =061uh, 80PFUE
Wooer 0 gal tank �3b drum reas nput060EF
Warranties
Lea ur¢.
Doling:
COII Nbdel.
Total cooling capacity -0 Bluh, 0 SEER, Sound Level =00
Heatin4.
nput=061uh, Output— 061uh, 80PFUE
Wooer Heaney: � enn ver inial
40 gal tank 36 drum input,0 60 EF
Warranties
Lea ur¢.
wrlYM1tnoR' vni-xP.
01 c0 15
n Pi
What,
e'Pi°`"
Equipment SummaryDate "°;e "
nobi
ti{ m.
Entire House Jr. .a
-
s
'knqForce.
Heat & Air Calculations Inc
1791 E58thAve WIG der., C08)i 7205954G99 Erbil heburalwationspigirral win Web mirebundaralwei
For: Jordan Fisher, RealarMiadure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone .303-0Ab6$0 Fax 303 477
Vbkbwwwrealarchiadure mm Email. JordaniErealarchiacture mm
Doling:
Coil Nbdel.
Total cooling capacity -0 Bluh, 0 SEER, Sound Level =00
Heating:
nput=061uh44 Output =061uh, 80PFUE
Wooer 0 gal tank �3b drum reas nput060EF
Warranties
Lea ur¢.
Doling:
COII Nbdel.
Total cooling capacity -0 Bluh, 0 SEER, Sound Level =00
Heatin4.
nput=061uh, Output— 061uh, 80PFUE
Wooer Heaney: � enn ver inial
40 gal tank 36 drum input,0 60 EF
Warranties
Lea ur¢.
wrlYM1tnoR' vni-xP.
01 c0 15
n Pi
pbbtI
Manual S Compliance Report robote'QC1°`""
ea,e s Ain Date nobi
Entire House car .M m
—ca `eIa"n ` Heat&Air Calculations Inc °
1791 E58thfue WIG Gen., C083i 7205954G99 Brad havaimalwationapsinnal win Web mirhatindercalwationsi
For:
Jordan
Fisher, Pealarchitadure Ltd
2899 N.
Speer Blvd Due 102 Denver, C080211
Phone
303-0Ab550 Fax 303477b505
Ede b. www
re ala rchuedu re mm Email JordaniErealarchitecture
mm
Design Conditions
Outdoordesign BE 91 ]°F
Sensible gain: 40647 your
Entering coil BE
75fPF
Outdoo r us sign NH 598°F
Latent gain 0 your
Entering coil WE
61 ]°F
Indoor design BE ]58°F
Total gain 40647 your
Indoor PH 50%
Estimated airflow: 1900 Out
Manufacturer's Performance
Data at Actual Design Conditions
rAC
Woo
durement r�a Arrmtrong
Wool. 4SCU16LT160PA1,ADE41p6 )60MBOUH299OC20
Actual aiNow: 1900
Out
Sensible capacity 39900
your
95% of load
Latent capacity 17100
your
0% of load
Total capacity 57000
your
140%otload SHP. 70%
Design Conditions
Outdoor design BE 05°F
Heat loss 55490 your
Entering coil BE
]08°F
indoor bass DB. TO°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment typo. Gas furnace
manutaanrar: Armstrong Wool ABIDl1OC16
Actual aiNow: 1900 Out
Output capacity 89000 your 101% of load Temp rise: 50 °F
Nets are all requirements otACCAManual S
.ICG'A c�usweocr ' amsGer i.v oro=ws FromDooezre w 2021 based weep
net Egon As m.e. Gen...CO 80216 there rm<eeuse Enal hwaA,mmie„aggeinna�imm Web ,III nwrm�A,mations eem
For: Jordan Fisher, Pealarchitadure Ltd
2899 N. Speer Blvd Me 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
V4kbwvvarealarchoecture mm Email. Jordan@realarchitedure mm
Occupants
Age Number
0-5 0
613 2
14-59 2
60+ 0
Manufacturer
Trade name
Model
AHR ref. number
Not occupied during the day
Dishwasher
OOmesvboder
Additional use (11 0
Serpoint((gra7 5120
Daily use (gp
Tank size (gal)
DHW Report for Investment 1
WM1e
e„� s nor
Entire House
{ II
Job:
Heat &Air Calculations Inc
net Egon As m.e. Gen...CO 80216 there rm<eeuse Enal hwaA,mmie„aggeinna�imm Web ,III nwrm�A,mations eem
For: Jordan Fisher, Pealarchitadure Ltd
2899 N. Speer Blvd Me 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
V4kbwvvarealarchoecture mm Email. Jordan@realarchitedure mm
Occupants
Age Number
0-5 0
613 2
14-59 2
60+ 0
Manufacturer
Trade name
Model
AHR ref. number
Not occupied during the day
Dishwasher
OOmesvboder
Additional use (11 0
Serpoint((gra7 5120
Daily use (gp
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40
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For: Jordan Fisher, Pealarchitadure Ltd
2899 N. Speer Blvd Me 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
V4kbwvvarealarchoecture mm Email. Jordan@realarchitedure mm
Occupants
Age Number
0-5 0
613 2
14-59 2
60+ 0
Manufacturer
Trade name
Model
AHR ref. number
Not occupied during the day
Dishwasher
OOmesvboder
Additional use (11 0
Serpoint((gra7 5120
Daily use (gp
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40
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050
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For: Jordan Fisher, PealarMitadure Ltd
2899 N. Speer Blvd Me 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
V4kbwvvarealarchoecture mm Email. Jordan@realarchitedure mm
Occupants
Age Number
0-5 0
613 2
14-59 2
60+ 0
Manufacturer
Trade name
Model
AHR ref. number
Not occupied during the day
Dishwasher
OOmesvboder
Additional use (11 0
Serpoint((gra7 5120
Daily use (gp
Tank size (gal)
DHW Report for Investment 2
Date
robot St Residence
Input (MCI
H„� s ar
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T/
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Heat &Air Calculations Inc
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For: Jordan Fisher, PealarMitadure Ltd
2899 N. Speer Blvd Me 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
V4kbwvvarealarchoecture mm Email. Jordan@realarchitedure mm
Occupants
Age Number
0-5 0
613 2
14-59 2
60+ 0
Manufacturer
Trade name
Model
AHR ref. number
Not occupied during the day
Dishwasher
OOmesvboder
Additional use (11 0
Serpoint((gra7 5120
Daily use (gp
Tank size (gal)
40
Energy factor
050
Input (MCI
00
lst hour (gal)
60
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T/
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For: Jordan Fisher, PealarMitadure Ltd
2899 N. Speer Blvd Me 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
V4kbwvvarealarchoecture mm Email. Jordan@realarchitedure mm
Occupants
Age Number
0-5 0
613 2
14-59 2
60+ 0
Manufacturer
Trade name
Model
AHR ref. number
Not occupied during the day
Dishwasher
OOmesvboder
Additional use (11 0
Serpoint((gra7 5120
Daily use (gp
Tank size (gal)
DHW Report for Investment 3
Date
robot St Residence
Input (MCI
H„� s ar
Entire House
go,
Gal
T/
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Heat &Air Calculations Inc
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For: Jordan Fisher, PealarMitadure Ltd
2899 N. Speer Blvd Me 102 Denver, C080211
Phone .303-0Ab550 Fax 303477b505
V4kbwvvarealarchoecture mm Email. Jordan@realarchitedure mm
Occupants
Age Number
0-5 0
613 2
14-59 2
60+ 0
Manufacturer
Trade name
Model
AHR ref. number
Not occupied during the day
Dishwasher
OOmesvboder
Additional use (11 0
Serpoint((gra7 5120
Daily use (gp
Tank size (gal)
40
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050
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00
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60
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ACCA
Head a r Inform a tion
Form
RPER 1
15 Mar
Contractor
RE ON I RED ATTACH M ENT S
ATTACHED
emedade
Manual J1 Form (and�hets)
s o
o 0
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re(andsamg wcmeets)
s 0
o 0
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OEM performance data ent Iewe,x
Yes o
No0
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Manual D Friction Rate Worchreet
Yes 0
No0
000.90 Nub
Dud distribution sketch
Yes
No O
Home address (Street or cud, Block Subdivision) 2899 N. sp carema, sa 102, Enn re He use
Reside roenroee
Design Connie:
1900
R dHedroeerc ctoe
Building
emedade
332
n
Omar
1
Equipmert design ESP
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fag awes,
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.oma'. aIAsp roAl aoneaI
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0
Total bade,,
000.90 Nub
Number of bedroom,
n
A
Available mnn pressure nsvg
0
Conditioned floor area
�
039 B
gg"
noST
Summer Design conditions
,emmeral
Number of occupants
0
ranee. ESP ASP (TEL
Outdoor temperature
2'
F
Indoor temperature
03
wmdoas
Grains difference
36 son(T'5 %PH
depth
0 n
203A BULL
Internal Brarde
none
Latere has gain
0 N
een am r..
tvr"pn�w.
Total has gain
42034 Nub
Number of skylights
0
HeangEfr.gomeef Dana
EcirIRB: t type
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Gas furnace
Efr.gomeef Dana
Rhmener
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nat
1900
uipmert type
r Ever.m
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1900
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Sensible cooling capacity
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Latent cooling capacity .
0 nub
Design ar-flow
1900
lfm
Longest supply dud
332
n
Dud Materials Used
Equipmert design ESP
p
nH20
Longest return dud
0
a
Trunk dud
Snesmeral
Total device pressure
0
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332
n
Available mnn pressure nsvg
0
InH20
�
gg"
noST
Branch
,emmeral
ranee. ESP ASP (TEL
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Contractors printed name:
Contractors signature DateYorne qualifies for an AE Form based on Abridged Eaton Checklist:
+wrightsi Biem wake Universal 2017 17 0ip Bam1135
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a
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2899 N. Speer Blvd Due 102 Denver, C080211
Phone 303-0Ab550 Fax 303477b505
V4kbwvvarealarchitedure mm Email Jordan@realarchitedure mm
Duct System Summary
behiII
H„� s nig
Entire House
{
- �e°'a`�De xx
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For: Jordan Fisher, Pealarc itedure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone 303-0Ab550 Fax 303477b505
V4kbwvvarealarchitedure mm Email Jordan@realarchitedure mm
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behiII
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3601 xoDate Z
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For: Jordan Fisher, Pealarc itedure Ltd
2899 N. Speer Blvd Due 102 Denver, C080211
Phone 303-0Ab550 Fax 303477b505
V4kbwvvarealarchitedure mm Email Jordan@realarchitedure mm
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rooling
Edernal static pressure
0
in H20
0
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Pressure losses
0
In H2O
0
In H2O
Available static pressure
0
in H20
0
in H20
Supply/return available pressure
0900/0900
In H2O
0900/0900
In H2O
Wwesttridion rate
0
In/100!1
0
In/100!1
Actual BUFFER
1900
ctm
1900
ctm
Total AFFORD length (TEL)
6
6
332 fl
BATHROOM
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HOW
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Name
(CUP
(dm)
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(in)
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27
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M1 1667
59
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6
6
16x6
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6
6
2250
65
165
6
6
16x6
ShM
6
6
2259
65
165
6
6
16x6
ShM
6
6
BEDROOMS
C 2954
84
139
6
6
16x6
ShM
6
6
2954
54
139
6
6
16x6
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6
6
1949
56
91
6
6
16x6
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6
6
BEDROOM CA
C 1949
56
91
6
6
16x6
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6
6
BONUS ROOM
C 2072
87
97
6
6
16x6
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BONUS "s^
C 2072
87
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6
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6
DINING
M1 2777
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136
6
6
16x6
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515
2459
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FOYER
M1 223
31
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6
6
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314
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HAT
M1 259
19
12
6
6
16x6
ShM
252
2255
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1975
57
92
6
6
16x6
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6
6
KITCHEN
M1 1237
164
58
6
6
16x6
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832
2365
so
LIVING R DOM
M1 635
56
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6
6
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56
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6
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2176
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162
6
6
16x6
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• BEDROOM
M1 2567
156
126
6
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497
2155
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M1 321
121
15
6
6
16x6
ShM
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1765
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MUDROOM
M1 146
55
7
6
6
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ShM
917
2465
so
STARS
M1 3
7
6
6
6
16x6
ShM
463
2365
so
M1 546
47
46
6
6
16x6
ShM
6
6
2256
53
165
6
6
16x6
ShM
371
2465
so
STU °°-^
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53
165
6
6
16x6
ShM
172
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Htg
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HxW
Dud
Stud/Joist
Opening (in)
Name
Type
(cfal
(cfal
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Peak AVF
626
475
0
0
0
16 x 0
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330
336
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0
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st1
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0
0
0
16 x 0
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Name
Grille
Sze (in
Htg
(dm)
Clg
(cfm
TEL
(ft)
Design
FR
Veloc
(fpm)
Di am
(in)
HxW
(in)
Stud/Joist
Opening (in)
Dud
Mab
Trunk
rb2
0x0
1 1900
1900
0
1 0
0
0
20x 0
1
ShM
2021Nov04 01'. SP.16
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6
6
Pressure loses
Coll
6
6
Hear exchanger
6
6
Supply diffusers
6
6
Return grilles
6
6
Filter
6
6
Humidifier
6
6
Balancing damper
6
6
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6
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6
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pleasured length olrrunk
44
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Equivalent length o1(iflings
246
6
Total length
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6
Total eflecove length
332
Hearing
Cooling
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From: no-reolv(alci.wheatridae.co. us
To: CommDev Perm is
Subject: Online Form Submittal: New Residential Construction
Date: Monday, August 9, 2021 10:01:09 AM
New Residential Construction
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
PROPERTY INFORMATION
Property Address 3501 Hoyt
Property Owner Name Kyle Ballew
Property Owner Phone 303-916-1886
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email cole@seibelconstruction.com
Address
Attach City of Wheat Electronic oavment - Wheat ridae.odf
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
APPLICANT INFORMATION
Applicant Name Cole seibel
What is your role in the General contractor
project?
Wheat Ridge 180058
Contractor's License
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contact Phone Number 303-916-1886
(enter WITH dashes,
eg 303-123-4567)
Contact Email Address cole@seibelconstruction.com
for Plan Review
Comments
Retype Contact Email
Address
cole@seibelconstruction.com
DESCRIPTION OF WORK
Detailed Scope of
2 Story SFR w/ attached 3 car garage. We would like to pull a
Work - Example: New
grading permit before the building permit
single family home with
2 car attached garage
Square Footage of
4267
New Construction
Upload Proof of
Proof Of Submission ndf
Submission to Water
Department
Upload Proof of
Proof Of Submission 1.odf
Submission to
Sanitation Department
Upload Soils Report
SoilsRnt 3501HoytSt 06-23-2020.odf
Engineering Letters
3501 Hoyt Street -SFR Structure ndf
and Other Letter Size
Attachments
Energy Calcs
3501 Hoyt St Residence Manual. odf
Construction Plans
2041-A - 3501 Hoyt Street Residence ndf
scanned on 11'x17" or
larger
Project Value (contract
768060 Valuation Okay
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 Cole seibel
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.
Best
1:mgineering
.S�olutionsand
Technologies
January 19,2022
Seibel Construction
James Startle"
12860 West Cedar Drive, #108
Lakewood, Colorado 80228
RE: Construction Testing and Obsemdons
3501 Hoyt Success
Beat Engineering Solutions and
Tecbnologja Project No. 21-2290
Best Engineering Solutions & Technologies received a request to perform foundation observations on the subject
property during various stages of construction. no fallowing observations were made on the dates indicated
Shoring Dien
The drilled pita were observed for consistency with Ne original
_NA_
sod and foundation investigation. Piers were constructed in gonad
conformance with smodurd construction practice and the plans and
specitleations on site during our visit
Open Excavation December9, 2621
The soil conditions on site during our observations are consistent with
our suit report Devotions from the and report are not necessary.
Footings he Pad _NA_
Footings and pad formwork were laid out in general mroformence
with standard construction pwcuce and We plans and specifications
on site during our visit Utilities were installed and observed by others.
Foundation Wall _NA_
Wall formwork, reinf'orcivg steel and O ground was laid out in
general conformance with standard construction pmcdce and the plum
and specifications on sim during ow visit.
Foundation I nin January 19, 2022
Perimeter drains were laid out in general conformance with standard
Wremumon pmctiec and the plans and specifications on site during
nor visit.
Waterymofmg January 19, 2022
Exterior spnyeelon wemRrenfing was applied in genal conformance
With Missouri const WhOu prec ne and the Plans and specificatlom on site
during our visit.
If you have any father questions, please feel free to contact m.
Respectfully
John Kauffim
Project Engir
Joel Digitally signed
by Joel Kauffman
Kauffman Date: 2022.03.21
14:23:28-0600'
Physical location: 1393 Soar Inca 91m1, Du wer, Colomeo • isah 20 • Phone: 303-231r1Tro
Mailing A idnas: 11733 Nowin Gulch Boulevarn, Palm, Women 80196. 0Rim(dBeslEnolnaonnullS4 oom
BARTON
CONSULTING
'SERVICES
P.E.
Seibel Construction
Ann: IOrby Roffe
12960 West Cedar Drive, Sake 108
Iakewood, CO 90229
P: 303+30-5412
E: kirbvldse'belconstruction cont
E: kroffe52ymemaitcom
SU91EC17: BCSPmje3M. 21-292
Site address: 3501 North Hoyt Street
Jefferson County, Colorado
Barton Consulting Services, LLC
SM s emaCxay 1200, STE 102 inloE@mrommnsilnng.co
14gIdoWsnmc0.e090129 Pf e: 303.997,9577
SMetl Sne MGx onsakisp M1msby TeA§7nA6&9969
December 24, Mn
REV. January 7, 2022
As requested, the fol veving she visks of the aforementioned residential project were conducted.
The following elements were observed and found to be in general compliance with the referenced design
documents; and applicable local and national codes required for MIs type of construction.
UFER/CEG It shall be noted that a UFER/CEG was observed on the foundation wall steel to be installed and located
on:
ITEM
PASS FAIL
DATE TECH NOTES
INITM
Foundation Footing
x
12.22.21 RIS
Foundation Wall Steel/UFER
x
0105.22 JPD
We tout this letter meets the requirements for the Jefferson County Buildkg Department. Please do not hesitate to
contact us 9you need additional information on this miner.
Reviewed and SWnped Sy.
Scoft D. Barton, PE
Phone: 303.997.9577 - Darton Consulting Services LLC - info@barmnconsulting.co
From: no-reolv(alci.wheatridae.co. us
To: CommDev Perm is
Subject: Online Form Submittal: New Residential Construction
Date: Monday, August 9, 2021 10:01:09 AM
New Residential Construction
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
PROPERTY INFORMATION
Property Address 3501 Hoyt
Property Owner Name Kyle Ballew
Property Owner Phone 303-916-1886
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email cole@seibelconstruction.com
Address
Attach City of Wheat Electronic oavment - Wheat ridae.odf
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
APPLICANT INFORMATION
Applicant Name Cole seibel
What is your role in the General contractor
project?
Wheat Ridge 180058
Contractor's License
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contact Phone Number 303-916-1886
(enter WITH dashes,
eg 303-123-4567)
Contact Email Address cole@seibelconstruction.com
for Plan Review
Comments
Retype Contact Email
Address
cole@seibelconstruction.com
DESCRIPTION OF WORK
Detailed Scope of
2 Story SFR w/ attached 3 car garage. We would like to pull a
Work - Example: New
grading permit before the building permit
single family home with
2 car attached garage
Square Footage of
4267
New Construction
Upload Proof of
Proof Of Submission ndf
Submission to Water
Department
Upload Proof of
Proof Of Submission 1.odf
Submission to
Sanitation Department
Upload Soils Report
SoilsRnt 3501HoytSt 06-23-2020.odf
Engineering Letters
3501 Hoyt Street -SFR Structure ndf
and Other Letter Size
Attachments
Energy Calcs
3501 Hoyt St Residence Manual. odf
Construction Plans
2041-A - 3501 Hoyt Street Residence ndf
scanned on 11'x17" or
larger
Project Value (contract
768060 Valuation Okay
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 Cole seibel
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.
From: no-reolvCalci.wheatridae.co.us
To: CommDev Permits
Subject: Online Form Submittal: PERMIT APPLICATION Roofing
Date: Wednesday, March 23, 2022 12:22:02 PM
CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe. Report any suspicious activities to the IT Division.
PERMIT APPLICATION Roofing
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this property Residential
Commercial or
Residential?
How many dwelling
units are on the
property?
Single Family Home
PROPERTY INFORMATION
Property Address 3501 hoyt st
Property Owner Name kyle ballew
Property Owner Phone 720-387-0277
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Address
Do you have a signed
contract to reroof this
property?
kyle@liveforwardadventures.com
Yes
CONTRACTOR INFORMATION
Contractor Business mcintire contruction inc
Name
Contractor's License 210375
Number
Contractor Phone 970-405-8191
Number (enter WITH
dashes, eg 303-123-
4567)
Contractor Email dmcintire8191@gmaiI.com
Address
Retype Contractor dmcintire8191@gmaiI.com
Email Address
Attach City of Wheat wheat ridge cc auth ndf
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
DESCRIPTION OF WORK
TOTAL SQUARES of
roof 40 sq iko cambridge dual black, roof 2 sq 24gauge standing
the entire scope of
seam metal black
work:
Project Value (contract
16000
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)
What is the specific
3 and 6
pitch of the PITCHED
roof?
How many squares are
all
part of the PITCHED
roof?
Describe the roofing
iko cambridge dual black shingles and 24 gauge standing seam
materials for the
metal
PITCHED roof:
Type of material for the
Asphalt, Metal
PITCHED roof:
Provide any additional new construction
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 Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
dustin mcintire
Person Applying for
Pe rm it
Email not displaying correctly? View it in your browser.
City of
Wheat�idge
COMMUNITY DEVELOPMENT
FOR OFFICE IUSE ONLY
Date: q 8 } / � 7
Plan/Pennit # 0 I Z I 0 S �
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Fee: q�S Office: 303-235-2855 * Fax: 303-237-8929 J ( t
Inspection Line: 303-234-5933
Email: perm its(�-)ci.wheatridge.co.us VA
_ ;";
Building Permit Application CV bom-
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address:
Owner
Property Owner Email:
Mailing Address: (if
different than/
Address:
State, Zi
Architect/Engi
ity
Contractor
Sub Co
Electric
W.R. City License #
Other City Licensed Sub:
City License #
14--,
'Ake;'th
twh;e-
I
L
Phone:
Plumbing:
W.R. City License #
Phone:��
M
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
+0
❑ 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 used, etc.)
A,.
Sq. Ft./LF
Amps
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
%N,
OWNER/CONTRACTOR SIGNATURE OV 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 1 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 onoth'tion to list that entity on this application.CIRCLEONE: (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
.r� / l
PRINT NAME: Z
'+��
'�`l/Y �U�i /� SIGNAT` URE: � ��bATE:
ZONING COMMMENTS. 2 Z
Reviewer.
VJ
4
t
BUILDING DEPARTMENT COMMENTS'
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer
PROOF OF SUBMISSION FORMS
DEPARTMENT USE ONLY
,� � j�� +� M OCCUPANCY CLASSIFfCATION
YwTYPE OF CONSTRUCTION _
Fire Department ❑ Received ❑ Not Required
Water District ❑ Received ❑ Not Required
Sanitation District ❑ Received ❑ Not Required
SPRINKLERED:
OCCUPANTLOAD:
Building Division Valuation: $
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: "� 91' 46r -r7 `&1'o
Job Address: 50 v" — S
Permit Number: r-,r�/76 03,53
a
❑ No one available for inspection: Time AM/PM
x
Re -Inspection required Yes )No )No
When corrections have been made, call for re -inspection at 303-234-5933
Date:./, -?-%tel' / 7 Inspector: X/6,1/.4 -a -
DO NOT REMOVE THIS NOTICE
s CITY OF WHEAT RIDGE
_1�9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:Te- �__p co()5� . M21er
Job Address:
❑ No one available for inspection: Time 90 A PM
Re -Inspection required: Yes *When corrections have been made('No
all for re -inspection at 303-234-5933
Date: Z — Inspector: `� ii1 ! ► tix'
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
F
INSPECTION NOTICE
Inspection Type: 7—G
Job Address: 3S0t "010- 5tPermit Number: Z o / -7 D a.3S8
�0 Ser,✓6 to 1p^� c �� (,, ;A hC-e
e n7 i n i ,n u An 4 Je
..� �, t a t e to o w S �- a;� -)•-- . q, D
'per`, e- '-r-"-5
i
rr c6�, fs
❑ No one available for inspection: TimeA PM
Re -Inspection required: Yes No
* When corrections have been made, call for re -inspection at 303-234-5933
Date: -3'/- /-7 Inspector:'
DO NOT REMOVE THIS NOTICE
k, City of Wheat Ridge
1r
'?9 Homeowner Electrical PERMIT - 201700358
PERMIT NO: 201700358 ISSUED: 03/13/2017
JOB ADDRESS: 3501 Hoyt ST EXPIRES: 03/13/2018
JOB DESCRIPTION: Temporary panel install - 100 amps
*** CONTACTS ***
OWNER (303)856-8268 ZACH HOUSTON
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,250.00
FEES
Total Valuation 0.00
Use Tax 22.50 PAID
Permit Fee 53.70
* * TOTAL * * 76.20
�1 �✓ �
*** COMMENTS ***
*** CONDITIONS ***
Must comply w/ 2012 IRC & 2014 NEC. Subject to field inspection.
I, the property owner, by my signature, attest that I currently reside at the project
property, intend to reside at the property for a period of one year after completion of the
project, and am personally performing all work, without the assistance of hired or
professional workers. Consultations and inspections will only be performed with the
homeowner of record present.I, the property owner, by my signature, attest that I currently
reside at the project property, intend to reside at the property for a period of one year
after completion of the project, and am personally performing all work, without the
assistance of hired or professional workers. Consultations and inspections will only be
performed with the homeowner of record present.
City of Wheat Ridge
Homeowner Electrical PERMIT - 201700358
PERMIT NO: 201700358 ISSUED:
JOB ADDRESS: 3501 Hoyt ST EXPIRES:
JOB DESCRIPTION: Temporary panel install - 100 amps
03/13/2017
03/13/2018
1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am Iegally authorized to include all entities named within this document as parties to the work to be
perform and that all work tobe performed is disclosed in this document and/or its' accompanying approved plans and specifications.
I
Signa re of OWNER or CONTRACTOR (Circle one) Date
I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
sub ect
to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
d
ThJ2. 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
m
requireents, 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 Offial 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, an violation of any provision of any
applicable e or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequestgci.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 heatj�
icige
�MUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 291h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: perm its(oki.wheatridge.coms
FOR OFFICE USE ONLY
Date:
3�f3/17.
Plan/Permit #
Plan Review Fee: i
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: 3_51�6
Owner
Phone:'�4.3
Property Owner Email: Zh0/gLa/�S L&1! ? AQ l • CJS
Mailing Address: (if different than property
/
property address)
Address: l � � 76 In/ l f P1,
Citv, State, Zip: Art"C- ("n 4000LJ
Architect/Engineer:
Architect/Engineer E-mail:
Contractor: 14onei o�/ar�
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:
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)
❑ EW COMMERCIAL STRUCTURE ElELECTRICAL SERVICE UPGRADE
;EW 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
jFECTRICAL SYSTEM/APPLIANCE REP IR 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 used, etc.) t
T`��( f,�,o&( /l
Sq. FULF
Btu's
Amps 1190 Squares
Gallons
Other
Project 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. 1, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Electronic SiEnature (first and last name): DATE:
DEPARTMENT USE ONLY
ZONING COMMMENTS: OCCUPANCY CLASSIFICATION:
Reviewer:
BUILDING DEPARTMENT COMMENTS.
Reviewer.
Building Division Valuation: $
City of
wheatPsjdge
COMMUNITY DEVELOPMENT
Official Certification of Property Owner Permit
THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently
reside at the project property, or intend to reside at the property for a period of one year after
completion of the project, and am personally performing all work, without the assistance of
hired or professional workers, or, if hiring sub -contractors, list them on the permit.
Consultations and inspections will only be performed with the homeowner of record present at
the project property.
Property Owner(s): G<
Project Property:
Notarized signature of Applicant
State of Colorado }
County of J�S'�ersa� } ss
The foregoing instrument was acknowledged by me this �41— ay of e , 20) 3 by
-ae c -L 14e, s4cy-,
TAMARA D ODEAN
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20164015481
MY COMMISSION EXPIRES APRIL 22, 2020
My Commission Expires qJ,&/2026
Notary Public
•
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: r)errnits(c)ci.wheatridQe.co.us
I FOR OFFICE USE ONLY I
Date:
Plan/Permit # I -"I ,
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: 1.
operty Owner
Phone
7>
S�
Property Owner
�L'41
Mailing Address: (if different than property address)
Address: 1, 6 71, k/ r �""
Architect/Engineer:
Architect/Engineer E-mail: Phone:
Contractor:
Contractors City License #:
�
7 0
Contractor E-mail Address: '__ h()!, , (j1j C0
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/ PPLIANCE REPAIR or REPLACEMENT
THER (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 used, etc.)
PeM 0
Sq. FULF
Amps /5-b
+ � o u 5- El �
Btu's D.
Squares
Gallons
&Z4—
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
$ �fC >
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 th7in provided on the application.
CIRCLE ONE: (CONTRACTOR) or (AUTHORIZED EPRESENTATIVE) of (OWNER) (CONTRACTOR)
-17
Electronic Signature (first last name): DATE: �{�'
and
Building Division Valuation:
Colorado Department of Public Health and Environment
Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit
4300 Cherry Creek Drive South, APCD-IE-B1
Denver, Colorado 80246-1530
Phone: 303-692-3100— Fax: 303-782-0278
E-mail: asbestos@state.co.us
This approval notice is granted subject to Colorado Air
No. 8, Part B, adopted December 21, 2007; and effective
Pollution Prevention and Control Act C.R.S. (25-7-101 a
that the structure was inspected for asbestos, luminous e
and Ozone -Depleting Refrigerants and the demolition`co
.ity Control Commission Regulation
ivary 30, 2008 and the Colorado Air
7-5-7-501 et seq). This notice signifies
igns (containing radioactive material),
Colorado Department of Public Health and Environment pursuant
As a contractor, you may be subject to other demolition licenses a
requirements of the county and municipality in which the work is
Department of Public Health and Environment, Air Pollution Con
that you check with county and municipal authorities in order to d
building/permitting requirements that must be met.
Please note that certain asbestos -containing materials (ACM) I
properly notified the
Regulation No. 8, Part B.
permits, depending on the
a.ing performed. The Colorado
of Division, strongly suggests
ermine any other local
iay�remain in the structure
during demolition. Therefore, any demolition debris Ieft behind after the completion of post -
demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil" at
the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR
1007-2, Part 1).
THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES.
Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail
(address above) and the appropriate county health department by fax. Project modifications include
changes in the scope of work or the scheduled work dates, etc.
This demolition approval notice is valid beginning 3/9/2017.
The actual scheduled work dates are from 3/9/2017 through 3/14/2017.
Approval issued on: 2/28/2017
Record number: 125228
Notice Number: 17JE1001
For the location specified below:
Residential outbuilding Barn
3501 Hoyt St.
Wheatridge
Jefferson County
This notice has been issued to:
Zach Houston
12676 W. 61st Place
Arvada, CO 80004
Fee Paid: $60.00
Check number: 1182
Asbestos Building Inspector:
Joseph H. Knowles
Cerification No.: 4936
Inspection Date: 02/10/2017
Issued by: CA
Colorado Department of Public Health and Environment
Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit
4300 Cherry Creek Drive South, APCD-IE-B1
Denver, Colorado 80246-1530
Phone: 303-692-3100 —Fax: 303-782-0278
E-mail: asbestos@state.co.us
This approval notice is granted subject to Colorado Air C
No. 8, Part B, adopted December 21, 2007, and effective
Pollution Prevention and Control Act C.R.S. (25-7-101 a
that the structure was inspected for asbestos, luminous e�
and Ozone -Depleting Refrigerants and the demolition co,
Colorado Department of Public Health and Environment
As a contractor, you may be subject to other demolition l:
requirements of the county and municipality in which the
Department of Public Health and Environment, Air Pollu
that you check with county and municipal authorities in o
tlity Control Commission Regulation
nuary 30, 2008 and the Colorado Air
25-7-501 et seq). This notice signifies
signs (containing radioactive material),
actor has properly notified the
Irsuantto Regulation No. 8, Part B.
uses and permits, depending on the
ork is being performed. The Colorado
n Control Division, strongly suggests
er to determine any other local
building/permitting requirements that must be met.
Please note that certain asbestos -containing materials (ACM) may remain in the structure
during demolition. Therefore, any demolition debris left behind after the completion of post -
demolition site cleanup may constitute a'
the site, subject to the requirements of Se,
1007-2, Part 1).
know of asbestos -contaminated soil" at
of the Solid Waste Regulations (6 CCR
THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES.
Immediately notify the AsbestosAAQ Unit of project modifications by fax (number above) or e-mail
(address above) and the appropriate county health department by fax. Project modifications include
changes in the scope of work or the scheduled work dates, etc.
This demolition approval notice is valid beginning 3/15/2017.
The actual scheduled work dates are from 3/15/2017 through 4/15/2017.
Approval issued on: 2/28/2017
Record number: 125227 Fee Paid: $60.00
Notice Number: 17JE1000D Check number: 1182
For the location specified below:
SFR
3501 Hoyt St.
Wheatridge
Jefferson County
This notice has been issued to:
Zach Houston
12676 W. 61st Place
Arvada, CO 80004
Asbestos Building Inspector:
Joseph H. Knowles
Cerification No.: 4536
Inspection Date: 02/10/2017
Issued by: CA
r~--
~
I
f
-----.----- ~- ,-- -- ._--_...._~,.- -,---"","'-~-'-" ~",-~"~-' .,._,..._.---_...~--.-.~-'_._- -. ----'-.-
BUILDING DEPARTMENT
/'/e-
0----
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at
350/
1101';'
/
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
i I
r jr'il" ,'1/l0cl<;
.
4; :~r"dCd ,
fir.... .J 11" . <oJ
7 rl,/ r"
"7 (l f? -J YA' )7 -J e.1PJ
/
If)
I
LA?
r? /, .j."~. ...eel u" fl. '"
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
/
7 // ;;-;;::71
I
{"/.1
/, /. .(./~r.'
Inspector lor u Idln9 Dept.
DO NOT REMOVE THIS TAG
FORM WR6-22
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WHEAT RIDGE POLICE DEPARTMENT -IR CASE REPORT
Case 0200112880
Page 1
Narrative Summary:
ON 0703011 RESPONDED TO 3501 HOYT ST ON A REPORT BY C1 REFUSED OF JUNK AND DERELICT CARS BEING STORED ON THE PROPERTY.
I ARRIVED AND OBSERVED THAT THERE WERE TWO DERELICT VEHICLES STORED ON THE PROPERTY. I ALSO OBSERVED LARGE AMOUNTS
OF JUNK AND TRASH AROUND THE ENTRY WAY TO THE MAIN HOUSE. OFFICER KARRES AND I OBSERVED THAT THERE WAS A BARN WITH A
LARGE AMOUNT OF JUNK STORED IN IT THE BARN LOOKED LIKE IT WAS STRUCTURALLY READY TO FALL DOWN, THE BUILDING WAS
LEANING TO ONE SIDE. OFFICER KARRES AND I OBSERVED WEEDS OVER 12 INCHES HIGH IN CERTAIN AREAS OF THE PROPERTY. CONTACT
COULD NOT BE MADE WITH ANYONE AT THE HOUSE, A WARNING WAS ISSUED FOR 15-25 UNLAWFUL ACTIVITIES FOR THE STORAGE OF JUNK
AND 15-23 WEED CONTROL. A copy OF THIS REPORT WILL BE FORWARDED TO PLANNING AND DEVELOPMENT FOR FOLLOW UP WITH THE
STRUCTURAL INTEGRITY OF THE BARN: THE BARN APPEARS TO BE A SAFETY HAZARD AT THIS POINT IN TIME.
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WHEAT RIDGE POLICE DEPARTMENT -IR CASE REPORT
Case 0200112880 Page 2
Begin DatefTime: 7/3/01 1 :06:21 PM
Occur, Location: 3501 HOYT ST
Report Title: CODE VIOLATION
Apt:
City: WHEAT RIDGE
State: CO
Category OFFENSE
Location Type RESIDENCE/HOME
Business
Off, Type GENERIC OFFENSE
Off. Code Desc 15-25 UNLAWFUL ACTIVITIES
Category OFFENSE
Location Type RESIDENCE/HOME
Business
Off. Type GENERIC OFFENSE
Off, Code Desc 15-23 WEED CONTROL
Category PERSON Person Type COMPLAINANT SSN
First Name Middle Name Last Name REFUSED
Race Sex DOB //
DL Number/St CO Name Type LEGAL
NOT AVAIL.
Category PERSON Person Type SUSPECT SSN
First Name Middle Name Last Name UNKNOWN
Race Sex DOB //
DL Number/St CO Name Type LEGAL
HOME 3501 HOYT ST WHEAT RIDGE CO 80033
Case Number 0200112880 -IR
Reporting Officer FISHER N
Report Title CODE VIOLATION
Date Printed 7/5/01
Page 2
Time Printed 12:22:21
{
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DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number:
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE Date:
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
12525
7/25/01
Property Owner:
Property Address: 3501 HOYT ST
Contractor License No, :
Company:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone: 431-6677
Phone:
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
1 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 8f;;!ree 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 ~or~:aZ work under this permit
(OWNER)(CONTRACTOR) SIGNED ) C DATE (J7/ z.S';
I
o
Use:
Total:
Description:
STRAIGHTEN AND SECURE BARN
BUILDING DEPARTMENT USE ONLY
SIC:
Sq, Ft:
APPROVAL PER FIELD VERIFICATION. OK PER BG 7/25/01
Approval:
Occupancy:
Roof:
Stories:
Walls:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
$1,000,00
$38.75
$0,00
$25,00
$63,75
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Gode of VVheat RidlJe, Colorado or any other applicable ordinances of the City.
This permit shall expire jf (A) the work authOrized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned. for a period of 120 days. . . . ..
If this permit expires, a new permit may be acqUired for a fee of one-half the amount normally required, provided no changes have been or Will be made In the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causin~ a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all Inspections and shall receive written approval on inspection card before
proceediing with successive phases ofthe/"Ob, . ." . . . .
The issuance of a permit or the approval 0 draWings and speCifications shall not be construed to be a permit for, nor an approval of, any VIolation of the prOVisions
of the building codes or any other ordinance, law, rule or regulation.
(1)
(2)
(3)
m
(6)
7~
C;'i!l,fB~ ,?,'~~
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH A VENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
APPLICA nON
Building Pennit Number:
Date:
~ /,1
Property Owner: 7 6111 L [L (, (' t\
He '31 ';y{
C - "II?, C/o ;y5;'
Phone "/3/-N.-:t;-
Property Address: ,3.:50 (
Contractor License No,:
Company:
Phone:
OWNERJCONTRACTOR SIGNATITRE OF UNDERSTANDING A.J."ffi AGREEMEI'.rr
I hearby 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 restriction'i 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 applications and that I assume full
r~sponsibility for complianl.:e with the Wheat Ridge Building Code CL.B.C) and
all othee applicable Wheat Ridge ~'dina'''''Zk "L' p,rmit ~
(O\\fl\<'ERXCONfRACTOR):SIGNED~ - .,' DATE-'-1j2~
Construction Value:
Permit Fee
Plan Review Fee:
TTo;;:p T::.y'
1()6 ()
~_..,-u
Total:
~/
Description:
JJ'}tu~IIUC-lA-- teL r' c,IJLC <'_(~i,[ . jc1../,u I
J
BUILDING DEPARTMENT USE ONLY
Zoiring Commell~
Approval:
Zoning:
SIC:
Sq.Ft.:
Building c"iiliuen~:
Approval:
Public WorkS Commen~:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No:
Company:
Plumbing License No:
Company:
Mechanical License No:
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(I) This permit was issued in accordance with the provisions set forth in vour application and is subject to the laws of the State of Colorado and to the Zonmg
Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City
(2) This permit shall expire if (A) the work authorized is not commenced WIthin sixty (60) days from. issue d.lte or (B) the building authorized is suspended or
Ilbandoned for a penod of 120 davs
(3) If this permit expires, a new permit may be acquired for II feo: of one-half the amount normally required, provided no chiU1ges have been or WIll be made In
the original plans and specifications and any suspensIOn or abandonment has not exceeded one (I) year If changes have been or if suspension or abandonment
exceeds one (I) year, full fees shall be paid for a new permit
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem
(5) Contractor shall notifY the BUIlding Inspector twenty-four (24) hours in advance for all inspections and shall receive \Wltten approval on inspection card before
proceeding with successive phases of the Job
(6) The issuance of a permit or the approval of drawings and specitications shall not be construed to be a permit for. nor an approval of any violation of the
provisions of the building codes or any oilier ordinance, law, rule or regulation
Chief Building Inspector