HomeMy WebLinkAboutFile Documents.209 E Bleeker St.0320.2017 (43).ARBK0320-2017-ARBK_BuildingComments_1
Page: 1
File Name: IECC REMP Calcs.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
The exempt jacuzzi LXL spa is
40 sqft and the custom
non-exempt spa is 51 sqft.
Revise the REMP worksheet to
match.
IECC REMP Calcs.209EBleeker.2017.12.pdf (4)
Page: 1
File Name: IECC REMP Calcs.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Fill out part c of the REMP
worksheet
Page: 1
File Name: IECC REMP Calcs.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Mech plans call for a GSHP
system. Provide documentation
and the GSHP certification on
the REMP worksheet if you
would like to get credit for it.
Page: 1
File Name: IECC REMP Calcs.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide the PV worksheet and
specs for the PV panels and
inverters.
Page: A1.2 GROSSAREA PLANS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
The square footage is cut off at
the covered exterior space in
front of the garage on 2/A1.2.
PlanSet.209EBleeker.2017.12.pdf (42)
PROJECT ADDRESS:
Parcel ID #: Permit Number:
CONTACT INFORMATION :Owner:Name:City: Mission Hills
Address:State: KS
Email:Zip Code: 66208
Phone: Cell Phone:
Owner's Representative :
Name:City: Aspen
Address:State: CO
Email:Zip Code: 81611
Phone: Cell Phone:`
A. RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAMSheets showing snowmelt, pool, spa, and solar/GSHP information:
Do you have snowmelt or a spa that has been exempted by the buiding official?
Hydro Snowmelt Electric Snowmelt Pool SpaExisting0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft
To be RemovedExisting to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftNew1148.00 sqft 40.00 sqftNew (exempt)51.00 sqftTotal on site 1148.00 sqft 0.00 sqft 0.00 sqft 91.00 sqft
Total Snowmelt on siteBoiler Efficiency 75.0%100%75.0% 75.0%Mitigation Fee ‐$ 9,386.67$ Total Fee for Mitigation:61,429.33$ B. ON-SITE RENEWABLE CREDITS Supplemental System REMP CreditUse PV WorksheetPhotovoltaic System 106,323.62$ Use Thermal WorksheetHot Water Panels -$ Use GSHP CertGround Source Heat Pump -$ Other Approved System -$ Total Mitigation Credits: 106,323.62$ Onsite Renewable Offsets: How many KiloWatts of PV (solar electric) would I need? 8.95or How many square feet of SHW (solar hot water) would I need? 273.44
R-REMP Fee: -$ Amount Previously Paid on This Permit:-$ TOTAL R-REMP FEE :-$
Refund (includes minus $750): ‐$
C. PREPARED BY:Date:
Print Name:
Signature:
Phone & EMail:
REVIEWED:Date:
Z Group Architects (Seth Hmielowski)
1148.00 sqft
411 E. Main Street, #205
(970) 925-1832
$52,042.67
A1.3
2015 IECC RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM
CITY OF ASPEN VERSION 11.1 UPDATED MARCH 28 2017
209 E. Bleeker Street
2737 073 20 002
seth@zgrouparchitects.com
Cathedral Cutthroat LLC
5601 High drive
afromm@smg.com
(816) 304-8001
Yes (enter sqft below on the exempt row)No
01/08/2018
The exempt jacuzzi
LXL spa is 40 sqft and
the custom
non-exempt spa is 51sqft. Revise the REMPworksheet to match.
Address:State: KS
Email:Zip Code: 66208
Phone: Cell Phone:
Owner's Representative :
Name:City: Aspen
Address:State: CO
Email:Zip Code: 81611
Phone: Cell Phone:`
A. RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAMSheets showing snowmelt, pool, spa, and solar/GSHP information:
Do you have snowmelt or a spa that has been exempted by the buiding official?
Hydro Snowmelt Electric Snowmelt Pool Spa
Existing 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftTo be RemovedExisting to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftNew1148.00 sqft 40.00 sqftNew (exempt)51.00 sqftTotal on site 1148.00 sqft 0.00 sqft 0.00 sqft 91.00 sqftTotal Snowmelt on siteBoiler Efficiency 75.0%100%75.0% 75.0%Mitigation Fee ‐$ 9,386.67$ Total Fee for Mitigation:61,429.33$ B. ON-SITE RENEWABLE CREDITS Supplemental System REMP CreditUse PV WorksheetPhotovoltaic System 106,323.62$ Use Thermal WorksheetHot Water Panels -$ Use GSHP CertGround Source Heat Pump -$ Other Approved System -$ Total Mitigation Credits: 106,323.62$ Onsite Renewable Offsets: How many KiloWatts of PV (solar electric) would I need? 8.95or How many square feet of SHW (solar hot water) would I need? 273.44
R-REMP Fee: -$ Amount Previously Paid on This Permit:-$ TOTAL R-REMP FEE :-$
Refund (includes minus $750): ‐$
C. PREPARED BY:Date:
Print Name:
Signature:
Phone & EMail:
REVIEWED:Date:
Z Group Architects (Seth Hmielowski)
1148.00 sqft
411 E. Main Street, #205
(970) 925-1832
$52,042.67
A1.3
seth@zgrouparchitects.com
5601 High drive
afromm@smg.com
(816) 304-8001
Yes (enter sqft below on the exempt row)No
01/08/2018
Fill out part c of the
REMP worksheet
Phone: Cell Phone:
Owner's Representative :
Name:City: Aspen
Address:State: CO
Email:Zip Code: 81611
Phone: Cell Phone:`
A. RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM
Sheets showing snowmelt, pool, spa, and solar/GSHP information:
Do you have snowmelt or a spa that has been exempted by the buiding official?
Hydro Snowmelt Electric Snowmelt Pool SpaExisting0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftTo be Removed
Existing to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqft
New 1148.00 sqft 40.00 sqft
New (exempt)51.00 sqft
Total on site 1148.00 sqft 0.00 sqft 0.00 sqft 91.00 sqft
Total Snowmelt on site
Boiler Efficiency 75.0%100%75.0% 75.0%
Mitigation Fee ‐$ 9,386.67$
Total Fee for Mitigation:61,429.33$
B. ON-SITE RENEWABLE CREDITS
Supplemental System REMP Credit
Use PV Worksheet Photovoltaic System 106,323.62$
Use Thermal Worksheet Hot Water Panels -$
Use GSHP Cert Ground Source Heat Pump -$
Other Approved System -$
Total Mitigation Credits: 106,323.62$ Onsite Renewable Offsets: How many KiloWatts of PV (solar electric) would I need? 8.95
or How many square feet of SHW (solar hot water) would I need? 273.44
R-REMP Fee: -$ Amount Previously Paid on This Permit:-$ TOTAL R-REMP FEE :-$
Refund (includes minus $750): ‐$
C. PREPARED BY:Date:
Print Name:
Signature:
Phone & EMail:
REVIEWED:Date:
Z Group Architects (Seth Hmielowski)
1148.00 sqft
411 E. Main Street, #205
(970) 925-1832
$52,042.67
A1.3
seth@zgrouparchitects.com
(816) 304-8001
Yes (enter sqft below on the exempt row)No
01/08/2018
Mech plans call for a
GSHP system. Provide
documentation and the
GSHP certification on
the REMP worksheet if
you would like to get
credit for it.
PROJECT ADDRESS:
Parcel ID #: Permit Number:
CONTACT INFORMATION :Owner:Name:City: Mission Hills
Address:State: KS
Email:Zip Code: 66208
Phone: Cell Phone:
Owner's Representative :
Name:City: Aspen
Address:State: CO
Email:Zip Code: 81611
Phone: Cell Phone:`
A. RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAMSheets showing snowmelt, pool, spa, and solar/GSHP information:
Do you have snowmelt or a spa that has been exempted by the buiding official?
Hydro Snowmelt Electric Snowmelt Pool SpaExisting0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftTo be RemovedExisting to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftNew1148.00 sqft 40.00 sqftNew (exempt)51.00 sqftTotal on site 1148.00 sqft 0.00 sqft 0.00 sqft 91.00 sqftTotal Snowmelt on siteBoiler Efficiency 75.0%100%75.0% 75.0%Mitigation Fee ‐$ 9,386.67$ Total Fee for Mitigation:61,429.33$ B. ON-SITE RENEWABLE CREDITS Supplemental System REMP CreditUse PV WorksheetPhotovoltaic System 106,323.62$ Use Thermal WorksheetHot Water Panels -$ Use GSHP CertGround Source Heat Pump -$ Other Approved System -$ Total Mitigation Credits: 106,323.62$ Onsite Renewable Offsets: How many KiloWatts of PV (solar electric) would I need? 8.95
or How many square feet of SHW (solar hot water) would I need? 273.44
R-REMP Fee: -$ Amount Previously Paid on This Permit:-$ TOTAL R-REMP FEE :-$
Refund (includes minus $750): ‐$
C. PREPARED BY:Date:
Print Name:
Signature:
Phone & EMail:
REVIEWED:Date:
Z Group Architects (Seth Hmielowski)
1148.00 sqft
411 E. Main Street, #205
(970) 925-1832
$52,042.67
A1.3
2015 IECC RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAMCITY OF ASPEN VERSION 11.1 UPDATED MARCH 28 2017209 E. Bleeker Street
2737 073 20 002
seth@zgrouparchitects.com
Cathedral Cutthroat LLC
5601 High drive
afromm@smg.com
(816) 304-8001
Yes (enter sqft below on the exempt row)No
01/08/2018
Provide the PVworksheet and specs
for the PV panels and
inverters.
01/08/2018
The square footage iscut off at the covered
exterior space in frontof the garage on2/A1.2.
Revised REMP
See attached R-REMP
worksheet
Adjusted square footage
note- sheet A1.2
Revised REMP
See attached R-REMP
worksheet
Revised REMP
See attached R-REMP
worksheet
Revised REMP
See attached R-REMP
worksheet
06/22/2018
Page: A1.2 GROSSAREA PLANS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Please break the fire areas apart
by unit.
Page: A2.2 PROPOSED MAIN LEVEL•50FLOOR PUN
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: Overlapping duplex separation
Author: nickt
Color:
The units of this duplex overlap
each other which will make it
difficult to detail and to construct.
When dwelling separations do
not stack, wood framed
construction gets very
complicated and the
requirements tend to snowball.
You will need to clearly detail in
architecturals, structurals,
mechanicals, and electricals how
you will maintain the integrity of
the fire and sound ratings of the
dwelling separation.
The two dwellings must be
separated from each other by 1
hour fire and STC/IIC 45 rated
fire partition walls and horizontal
assemblies per 2015 IRC
R302.3. The basement fire
partition walls must extend (with
no framing interruptions) to the
basement ceiling, which must be
1 hour rated throughout the
entire building.
The main level fire partition wall
may either extend uninterrupted
to the main level ceiling (which
must be 1 hour rated throughout
the entire building), or the wall
may extend uninterrupted by any
framing penetrations to the
underside of the upper level floor
sheathing, which would then
only require the ceiling to the
west (above the unit A garage)
to be 1 hour fire rated
throughout.
Please break the fire
areas apart by unit.
01/08/2018
The units of this duplex overlap each other which will make it difficult to detail and to construct.When dwelling separations do not stack, wood framed construction gets very complicated and therequirements tend to snowball. You will need to clearly detail in architecturals, structurals,mechanicals, and electricals how you will maintain the integrity of the fire and sound ratings of thedwelling separation.
The two dwellings must be separated from each other by 1 hour fire and STC/IIC 45 rated firepartition walls and horizontal assemblies per 2015 IRC R302.3. The basement fire partition wallsmust extend (with no framing interruptions) to the basement ceiling, which must be 1 hour ratedthroughout the entire building.
The main level fire partition wall may either extend uninterrupted to the main level ceiling (whichmust be 1 hour rated throughout the entire building), or the wall may extend uninterrupted by anyframing penetrations to the underside of the upper level floor sheathing, which would then onlyrequire the ceiling to the west (above the unit A garage) to be 1 hour fire rated throughout.
Revised Sheet A1.2 to
show Unit A & Unit B fire
areas
Fire Separation details
added on sheet A6.2.
Reference sheet A10.1 &
A10.2 for Detail locations,
extend of rated ceilings.
Also attached is the
Proposed Detail letter
with City Approval.
06/22/2018
Page: A2.2 PROPOSED MAIN LEVEL•50FLOOR PUN
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Additionally, every element that
supports a rated floor/ceiling
must also be 1 hour fire rated
per 2015 IRC R302.3.1. This will
mean every bearing element in
the basement and possibly every
bearing element on the main
level.
Every mechanical, electrical, and
plumbing penetration of the fire
rated walls and ceilings must be
protected per R302.4. This
includes recessed cans. Framing
may not penetrate a rated
membrane (the drywall) in any
circumstance except that a
double top plate may penetrate
the ceiling membrane. Rated
walls must have the membrane
drywall extend through and past
any intersecting walls.
Each unit must have its own
independent mechanical and
electrical systems or have
constant access to its systems.
Detail each condition to
demonstrate compliance with the
above. Provide 1 hour fire and
STC/IIC 45 rated listed
assemblies. Revise framing
plans, mechanical plans, and
lighting plans as necessary to
demonstrate compliance.
Page: A2.2 PROPOSED MAIN LEVEL•50FLOOR PUN
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: R311.3 Door landings
Author: nickt
Color:
For all exterior doors, including
upper level decks, provide the
relative elevation of the landing
on each side of the door and the
height of the threshold above the
landings (this can be spot
elevations and/or a detail).
Doors may not swing over a
greater than 1 1/2" threshold.
Distance from exterior landing to
top of threshold may be a max of
7 3/4" if door does not swing
over the step. (2015 IRC
R311.3)
Page: A2.2 PROPOSED MAIN LEVEL•50FLOOR PUN
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Show how this flue routes in the
story above and where it
terminates.
01/08/2018
Additionally, every element that supports a rated floor/ceiling must also be 1 hour fire rated per2015 IRC R302.3.1. This will mean every bearing element in the basement and possibly everybearing element on the main level.
Every mechanical, electrical, and plumbing penetration of the fire rated walls and ceilings must beprotected per R302.4. This includes recessed cans. Framing may not penetrate a rated membrane(the drywall) in any circumstance except that a double top plate may penetrate the ceilingmembrane. Rated walls must have the membrane drywall extend through and past any intersectingwalls.
Each unit must have its own independent mechanical and electrical systems or have constantaccess to its systems.
Detail each condition to demonstrate compliance with the above. Provide 1 hour fire and STC/IIC45 rated listed assemblies. Revise framing plans, mechanical plans, and lighting plans asnecessary to demonstrate compliance.
01/08/2018
For all exterior doors, including upper level
decks, provide the relative elevation of the
landing on each side of the door and the height
of the threshold above the landings (this can be
spot elevations and/or a detail). Doors may not
swing over a greater than 1 1/2" threshold.
Distance from exterior landing to top of threshold
may be a max of 7 3/4" if door does not swing
over the step. (2015 IRC R311.3)
Show how this flue
routes in the story
above and where it
terminates.
Revised per comment
A2.2
Flue runs between floor framing in ceiling of
B-103. Termination on East wall of house.
Revised on Sheets A2.2 & A3.2
06/22/2018
Page: A2.3 PROPOSED UPPER LEVEL•50FLOOR PUN
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Detail and dimension the
relationship between the guard
and the bench and hot tub.
Guard must be a minimum 18"
higher than the hot tub, unless
the platform/bench adjacent to
the guard is 18" or wider, then it
is considered a walking surface
and the guard must be 36"
above per city policy.
Page: A2.4 PROPOSED•50ROOF PUN
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Reference the fire rated eave
detail on A6.1 so that it is clear
where it is to be used.
Page: A2.4 PROPOSED•50ROOF PUN
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
The roof eave may be no closer
than 2' even with 1 hour fire
rating and sprinklers per 2015
IRC table R302.1(2).
Page: A2.I PROPOSED LOWER LEVEL•50FLOOR PUN
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: Electric Panel
Author: nickt
Color:
Show the location of the electric
panels. Adequate working space
and equipment space must be
provided and they may not be in
a closet (2017 NEC 110.26).
Page: A3.3 PROPOSED EXTERIOR•50ELEVATIONS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Intake openings must be at least
10' from property line. 2015 IMC
401.4.
Detail and dimensionthe relationshipbetween the guardand the bench and hottub. Guard must be aminimum 18" higherthan the hot tub,unless the
platform/bench
adjacent to the guard
is 18" or wider, then it
is considered a
walking surface and
the guard must be 36"
above per city policy.
01/08/2018
Reference the firerated eave detail onA6.1 so that it is clearwhere it is to be used.
01/08/2018
The roof eave may beno closer than 2' evenwith 1 hour fire ratingand sprinklers per2015 IRC tableR302.1(2).
Show the location
of the electric
panels. Adequate
working space and
equipment space
must be provided
and they may not
be in a closet (2017
NEC 110.26).
Intake openings must
be at least 10' from
property line. 2015
IMC 401.4.
Reference Landscape drawings, sheets L.1.05,1/
L.5.04, 1&3/L.5.05. Glass guard rail detail added to
sheet A6.2
Detail 3/A6.1 is referenced
on sheet A4.3 & A2.3
Existing Historical Cabin location
per HPC approval. 3'-0"
variance grated, ref. sheet Z-002
(RESOLUTION #17) & Z-003
Revised per
comment- shown on
A2.2
Removed & relocated.
Reference Mech. Drawings
Revised on A3.3
06/22/2018
Page: A4.2 PROPOSED•50BUILDING SECTIONS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Show all insulation, including rim
joist insulation so there are no
breaks in the thermal envelope.
Page: A4.2 PROPOSED•50BUILDING SECTIONS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Show all insulation in the
sections. Avoid breaks in the
thermal envelope.
Page: A4.2 PROPOSED•50BUILDING SECTIONS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Foundation walls above grade
can count as below grade
basement walls if 50% or more
is below grade, which these
appear to be. However, these
above grade portions are
missing the continuous exterior
insulation required by your
REScheck. Either revise
REScheck to include these
basement walls as only having
cavity insulation or add
continuous to the plans.
Page: A4.2 PROPOSED•50BUILDING SECTIONS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
These walls are missing the
interior framed wall with cavity
insulation required by
REScheck.
Page: A4.I PROPOSED•50BUILDING SECTIONS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Show all insulation, including rim
joist insulation so there are no
breaks in the thermal envelope.
01/08/2018
Show all insulation,including rim joistinsulation so there areno breaks in thethermal envelope.
Show all insulation in
the sections. Avoid
breaks in the thermal
envelope.
01/08/2018
Foundation walls above grade can count as below grade
basement walls if 50% or more is below grade, which these
appear to be. However, these above grade portions aremissing the continuous exterior insulation required by your
REScheck. Either revise REScheck to include these
basement walls as only having cavity insulation or add
continuous to the plans.
01/08/2018
These walls aremissing the interiorframed wall with cavityinsulation required byREScheck.
01/08/2018
Show all insulation,including rim joistinsulation so there areno breaks in thethermal envelope.
shown in building
sections A4.1- A4.3
Shown in building
sections A4.1-A4.3
All walls are labeled and referenced to
the Wall Assemblies. See sheets
A5.1-A5.4. RES check is based on
these assemblies.
Building sections have been revised to
more accurately show condition.
(A4.1-A4.3)
All walls are labeled and
referenced to the Assembly
sheets. See sheets A5.1-A5.4
(sheet A5.4 added to show
interior walls). RES check is
based on these assemblies.
All walls are labeled and referenced to
the Wall Assemblies. See sheets
A5.1-A5.4. RES check is based on
these assemblies.
Building sections have been revised to
more accurately show condition.
(A4.1-A4.3)
06/22/2018
Page: A4.I PROPOSED•50BUILDING SECTIONS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
The slab at the porch creates a
break in the thermal envelope.
Revise or account for this in
REScheck.
Page: A4.I PROPOSED•50BUILDING SECTIONS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
These walls are missing the
interior framed wall with cavity
insulation required by
REScheck.
Page: A4.I PROPOSED•50BUILDING SECTIONS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Show all insulation in sections
and details.
Page: A5.3 ROOFASSEMBLIES
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: Class A Roof
Author: nickt
Color:
Provide documentation that the
roof assemblies are Class A.
This is typically either an ESR or
UL report. Revise your roof
details to match the report.
(Ordinance 40, 2016)
Page: A5.I WALLASSEMBLIES
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide documentation listing
the concrete basement dwelling
separation as having an STC
rating of 45 or greater. (2015
IRC appendix K)
The slab at the porch
creates a break in the
thermal envelope.
Revise or account for
this in REScheck.
01/08/2018
These walls aremissing the interiorframed wall with cavityinsulation required byREScheck.
Show all insulation in
sections and details.
Provide documentation that the roof
assemblies are Class A. This is typically
either an ESR or UL report. Revise your
roof details to match the report.
(Ordinance 40, 2016)
Provide documentationlisting the concretebasement dwellingseparation as havingan STC rating of 45 orgreater. (2015 IRCappendix K)
All walls are labeled and referenced to
the Wall Assemblies. See sheets
A5.1-A5.4. RES check is based on
these assemblies.
Building sections have been revised to
more accurately show condition.
(A4.1-A4.3)
Building sections have been revised to
more accurately show Insulation
(A4.1-A4.3)
Roof Assemblies have been updated
to use Berridge Class A Mtl. roofing
systems per UL. No TGFU.R12005
Per the Research & Development
Bulletin RD066 from the Portland
Cement Association on Sound
Transmission Loss through Concrete
& Concrete masonry walls, 6" cast
concrete measures an STC of 57.
06/22/2018
Page: A5.I WALLASSEMBLIES
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
W-1 and W-6/A5.1: Verify with
HPC that you may remove and
replace the siding and use spray
foam. Also, this wall does not
match your REScheck which
requires R-2 continuous
insulation in addition to the R-25
cavity insulation. Another option
would be to break this project
into two RESchecks: New or
Addition for the new part and
Alteration for the existing
historic, this will allow you to
enter walls as existing with
cavity to be filled with insulation
as an exemption.
Page: A6.I DETAILS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: Air sealing general note
Author: nickt
Color:
Indicate how you will accomplish
the air sealing requirements of
2015 IECC table R402.4.1.1
using notes and details. Indicate
the continuity of the air barrier
and where it is located
throughout the building. Note
locations that require caulking,
sealing, taping, etc. Note which
components are included in the
air barrier such as spray foam,
gypsum, housewrap, and/or
exterior insulation. You may
have all of the above but you
need to pick one continuous
barrier and stick to it. It needs to
follow the thermal barrier. The
better detail you provide, the
easier it will be for the contractor
and inspector to be successful.
This is a new 2015 code
requirement in lieu of a blower
door test.
Page: A9.1 DOOR SCHEDULE•50AND DETAILS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Which door are you referring to
needing a 90minute fire rating?
None of your doors should need
a fire rating unless they
penetrate the dwelling
separation.
Page: A9.2 WINDOW SCHEDULE•50AND DETAILS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Window R must be safety glazed
due to proximity to the stairs
(2015 IRC R308.4).
01/08/2018
W-1 and W-6/A5.1:Verify with HPC thatyou may remove andreplace the siding anduse spray foam. Also,this wall does notmatch your REScheckwhich requires R-2continuous insulationin addition to the R-25cavity insulation.Another option wouldbe to break this projectinto two RESchecks:New or Addition for thenew part and Alterationfor the existing historic,this will allow you toenter walls as existingwith cavity to be filledwith insulation as anexemption.
Indicate how you will accomplish the air sealing
requirements of 2015 IECC table R402.4.1.1 using notes
and details. Indicate the continuity of the air barrier and
where it is located throughout the building. Note locations
that require caulking, sealing, taping, etc. Note which
components are included in the air barrier such as spray
foam, gypsum, housewrap, and/or exterior insulation.
You may have all of the above but you need to pick one
continuous barrier and stick to it. It needs to follow the
thermal barrier. The better detail you provide, the easier
it will be for the contractor and inspector to be successful.
This is a new 2015 code requirement in lieu of a blower
door test.
01/08/2018
Which door are youreferring to needing a90minute fire rating?None of your doorsshould need a firerating unless theypenetrate the dwellingseparation.
Window R must be
safety glazed due to
proximity to the stairs
(2015 IRC R308.4).
HPC has reviewed and agrees that the current
siding is not original to the Historic Cabin and
will be replaced with new, more Historically
accurate siding. HPC has requested not to use
the spray foam only at the remaining historic
framing. They have agreed to replacing the
spray with rigid insulation in order to keep the
current R value used in the RES check
calculations.
RES check has been revised
Removed. Does not
apply
This window is 5'-7" above the stair
landing. It does not require safety
glass.
Air sealing requirements have been
added/noted on all details
Sheets A6.1 & A6.2
06/22/2018
Page: A9.2 WINDOW SCHEDULE•50AND DETAILS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Window CC must be safety
glazed due to proximity to the
master bathtub (2015 IRC
R308.4).
Page: A9.2 WINDOW SCHEDULE•50AND DETAILS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Windows OO and PP must be
safety glazed due to proximity to
a door (2015 IRC R308.4).
Page: AS.2 FLOOR/ CEILING•50ASSEMBLIES
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
ESR-1153 assembly B does not
appear to permit dropping the
ceiling as you have detailed F-3.
Provide documentation or a
different listed assembly that
permits this.
Page: L.5.01 HARDSCAPE DETAILS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide R-10 rigid insulation
under snowmelt per Ordinance
40, 2016.
Page: L.5.02 HARDSCAPE DETAILS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Where does the sunken garden
seat wall occur? Provide
structural drawings.
Window CC must be
safety glazed due to
proximity to the master
bathtub (2015 IRC
R308.4).
Windows OO and PP
must be safety glazed
due to proximity to a
door (2015 IRC
R308.4).
01/08/2018
ESR-1153 assembly B does not appear topermit dropping the ceiling as you have detailedF-3. Provide documentation or a different listedassembly that permits this.
61251+.9+6*)4170&%18'4Ä.1%#6+102'42.#0
%+2%10%4'6'2#8'4
4'$#4#61%'9
9#5*'&#))4')#6'%1/2#%6'&61
/+4#(+(#$4+%#62.#06'&,1+065
UNDISTURBED SUB-GRADE OR
95% COMPACTED FILL
/146#4 6+.'18'4%10%4'6'2#8'4
2 VEHICULAR RATED CONCRETE- SN
1-1/2"=1'-0"
3 TILE OVER CONCRETE
1-1/2"=1'-0"
5 PAVER W/ PLANTED JOINT
1-1/2"=1'-0"
BRICK PAVER WITH 1/8" JOINT;
HERRINGBONE PATTERN
MORTAR
%10%4'6'%+257$5.#$
WITH REBAR AT 18" OC
UNDISTURBED SUB-GRADE OR
95% COMPACTED FILL
9#5*'&#))4')#6'%1/2#%6'&61
6 BRICK OVER CONCRETE - SNOWMELT
1-1/2"=1'-0"
ONCRETE OVER TREE ROOTS
GEOTEXTILE FABRIC
BETWEEN CONCRETE &GRANULAR MATERIAL
Provide R-10 rigid
insulation under
snowmelt perOrdinance 40, 2016.
HARDS
DETAIL
L.5.0
ISSUE & R
Plot Date: 12/07/
Drawn By:
COORDINATION
HPC- FINAL
PERMIT SET
FR
O
M
M
E
1 SUNKEN GARDEN SEATING WALL
1"=1'-0"
%10%4'6'4'6#+0+0)9#..9+06')4#6'&$'0%*5'#6+0)
UNDISTURBED SUB-GRADE OR
95% COMPACTED FILL
(170+1014(116'4 4' 5647%674#.
)4#&' 4' %+8+.
CRUSHER FINES
Ä
MIRAFI FABRIC
214%'.#015#567%6+.'+0)4';6':674'(+0+5* 6+.'/+6'4'%140'45#0&5'6+0/146#4$'&
574'Ä.1%Z56''.'&)+0)+0/+..(+0+5* #0%*14'&61%1/2#%6'&57$)4#&'
Ä
619#..
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5'#6+0)9#..
2 CRUSHER FINES W/ METAL EDGER
1-1/2"=1'-0"
ADJACENT MATERIAL MAY VARY
3/16" RAW STEEL LANDSCAPE EDGE
Where does thesunken garden seatwall occur? Providestructural drawings.
Revised, noted in window
schedule
Window PP had been revised. Window
OO is a historic window being restored.
Noted to add safety film to glass. A9.2
Assembly revised per
comment
06/22/2018
Page: L.5.03 HARDSCAPE DETAILS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide an engineered design
with engineer stamp for the
retaining walls if greater than 4'
from bottom of footing to top.
(2015 IRC R105.2
Page: L.5.04 HARDSCAPE DETAILS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide installation instructions
for the fire feature including
required clearances to
combustibles and listing for
outdoor use.
Page: L.5.05 HARDSCAPE DETAILS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Please revise so this is not cut
off.
Page: M.0.001 Mechanical General Notes and Legend
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: mech design temps
Author: nickt
Color:
Revise the mechanical plan to
list the winter and summer
indoor and outdoor design
temperatures. Must fit within the
following parameters:
-Winter indoor temp may not be
above 72 deg F (2015 IECC
R302.1)
-Winter indoor temp may not be
below 68 deg F (2015 IRC
R303.8) -Summer indoor temp
may not be below 75 deg F
(2015 IECC R302.1)
-Summer outdoor design temp:
82 deg F (Ordinance 40, 2016)
-Winter outdoor design temp: •2015
deg F (Ordinance 40, 2016)
Page: M.0.001 Mechanical General Notes and Legend
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide interlocked make up air
for kitchen hoods if greater than
400cfm per 2015 IMC 505.2.
+056''.2#0'.56#%-9'.&'&6156''.$4#%-'65 2.#6'59'.&'&61)'6*'4+0(+'.&Ä5'#/510$#%-1(2#0'.5
4' %+8+.(14#&,#%'06)4#&'
2.#06+0)
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%10%4'6'(116'4 4' 5647%674#.
2'4%+8
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%10%4'6'(116'4
722'4)4#&'
4' 5647%674#.
4'$#4$4#%+0)9+6*+02.#06'4
+056''.2#0'.56#%-9'.&'&6156''.$4#%-'65 2.#6'59'.&'&61)'6*'4+0(+'.& 9'.&510+05+&'1(2.#06'45
4'$#4$4#%+0)9+6*+02.#06'4
Ä
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3 STEEL RETAINING1"=1'-0"
+056''.2#0'.56#%-9'.&'&6156''.$4#%-'65 2.#6'59'.&'&61)'6*'4+0(+'.& 9'.&510+05+&'1(2.#06'45
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Provide an engineereddesign with engineerstamp for the retainingwalls if greater than 4'from bottom of footingto top. (2015 IRCR105.2
0,0,0
2 BUILT-IN BBQ + KITCHEN
1"=1'-0"
1 BENCH SEATING1-1/2"=1'-0"
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Provide installationinstructions for the firefeature including
required clearances tocombustibles andlisting for outdoor use.
0,0,0
1 CONCRETE STEPS
3/4"=1'-0"
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3 CUSTOM SPA W/ BUILT-IN METAL PLANTER + COVER STORAGE
1"=1'-0"
2 6' PRIVACY FENCE
3/4"=1'-0"
Ä
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Z*#4&911&*14+<106#.$4#%+0)
Z*#4&911&%#2#6612 $1661/Z*#4&911&21565
4 42" HISTORIC FENCE
3/4"=1'-0"
Z911&'021565
Ä
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911&'0%#210612 5+&'5
Z*14+<106#.$4#%+0)#6612 $1661/
Z*#4&911&5.#659)#25
911&'0%#210612 5+&'5
Z*14+<106#.$4#%+0)#6612 $1661/
Z*#4&911&5.#659)#25
Please revise so thisis not cut off.
Supply piping or duct (single line)
Return piping or duct (single line)
Hydronic zone manifold
Thermostat
Humidistat
Master controller for ventilator "x"
Sub-controller for ventilator "x"
Pressure gauge, permanently mounted, appropriate pressure range
Temperature gauge, permanently mounted, appropriate temperature range
Pressure/Temperature measurement port
Balancing damper
Backdraft damper
Diffuser callout (return,supply,exhaust)
Detail callout and sheet reference number
Detail callout (same sheet)
Floor supply diffuser
Floor return diffuser
Wall return diffuser
Wall supply diffuser
Outside air
Return air
Supply air
Zone callout
x"
x"
T
H
VM:V-
VV-
P
T
TP
X#xxx cfmXxX
XXXX.X
X
XX
panels shall be adequately sized, of a type approved by the Architect and shall be fire or smoke-rated as required.
B. Material Requirements
1. Equipment and Material Standards: Equipment and materials shall be new, UL-listed for the intended use free from damage or defect and in compliance with the latest industry
standards.2. Duct insulation, wrap: Duct wrap insulation shall be flexible fiberglass insulation, 1 pcf,
with factory-applied, reinforced, aluminum foil vapor barrier. Insulation shall have a K-factor of 0.28 at 75º min. Ducts in unconditioned spaces to be insulated per IECC.
3. Pipe Insulation for Piping Above Grade: All heating and cooling supply and return, domestic hot water, and domestic hot water recirculation piping shall be insulated per IECC or with R-3 min. insulation, whichever is greater.4. Acoustic Duct Liner: Acoustic liner shall be 1-1/2 lb density, constructed of glass fiber liner. The air stream surface shall be black-coated mat. Liner shall have a "K" value of 0.28/inch at 75°F mean. Duct liner shall be 1/2” thick or as shown on the plans.5. Hydronic Radiant Tubing: Tubing for in-floor and underfloor radiant heating shall be cross-linked polyethylene (PEX) conforming to ASTM F877 and ASTM F876, with an oxygen barrier meeting DIN 4726.6. Valves:a. Gate valves 2" and smaller shall be cast bronze, rising stem, Teflon packing, solid disc, 200 PSI WOG. Gate valves shall be used only for hose bibs, equipment drains, and fill connections.b. Shutoff valves shall be full-port ball valves with chrome plated brass ball, Teflon seats and seals, vinyl-covered steel handle, 200 PSI WOG.c. Butterfly valves 2" and smaller shall be cast bronze, stainless steel disc, surrounding fluorelastomer seal, 350 PSI WOG.d. Check valves shall be horizontal, swing-cast bronze, bronze disc, 200 PSI WOG.e. Pressure-reducing valves shall be diaphragm-operated, cast-iron or brass-body valve, with low-inlet pressure check valve, inlet strainer removable without system shutdown,and noncorrosive valve seat and stem.f. Relief valves shall be all-bronze A.S.M.E. rated valves with external test levers, with discharge piped outside or to floor drain where possible.g. Valves shall be domestically manufactured by Milwaukee, Powell, Nibco, Watts, or equivalent.h. Solenoid valves shall be slow-acting.
C. Installation Requirements1. General requirements: All equipment is to be installed per manufacturer's recommendations. If drawings and manufacturer's recommendations are in conflict, contact the engineer.2. Clearance requirements: All equipment is to be installed so that manufacturer's recommended clearances for access and maintenance are met. If clearances cannot be met because of site conditions or other equipment, Contractor shall notify engineer immediately.3. Startup Procedures: Follow manufacturer's recommended procedures in starting up all equipment. Damage caused by improper start-up shall be repaired at no expense to the owner.
4. Piping Installation:a. Install piping plumb and straight, parallel with walls and partitions. Conceal piping within structure whenever practical. Provide drain valves at all low points, vents at all high points, to allow complete drainage.
b. Material and methods shall be per ASME, ASTM, ASA, AWS, and National Plumbing Code Handbook.
c. Provide unions or flanges in piping connections to each valve, device, or item of equipment. Install each union or flange to permit the removal of parts and equipment for
inspection or cleaning, without disconnecting any piping, except unions or flanges.d. Where penetrations are required through structural members such as joists or beams,
drilling shall be in accordance with the manufacturer's recommendations. Questionable drilling requirements shall be reviewed by the structural engineer via the General Contractor. 5. Hangers and Supports: Support piping and equipment from the structure to prevent sagging, pocketing, swaying, and vibrations, and arrange to provide for expansion and contraction. Brackets, clamps, and hangers shall be steel or copper of a type acceptable to the Engineer. Contact between dissimilar metals shall be insulated with a non-metallic material such as rubber, neoprene, or plastic. Chain, perforated iron or wire hangers are not permitted.
6. Pipe Testing: All piping systems shall be tested and witnessed by the Owner or General Contractor prior to concealment. Protect equipment and fixtures or equipment, isolating
them during the test. Hydronic piping shall be air tested at 150 PSIG; natural gas piping shall be air tested at 30 PSIG. Air tests shall be held for one hour without loss of pressure.
7. Pipe Identification: After completion of the piping or insulation, provide painted, sticker, or clip-on descriptive labels, including directional arrows, on piping at equipment and approximately every 25'.8. Valve Installation: a. Use ball valves for shutoff duty; globe and ball for throttling duty. Use gate valves for hose bibs, equipment drains, and fill connections.
b. Locate valves for easy access and provide separate support where necessary.c. Install shutoff valves for each fixture and piece of equipment that can be replaced.
d. Install valves in horizontal piping with stem at or above center of pipe.e. Install valves in a position to allow full stem movement.f. Install check valves for proper direction of flow in horizontal position with hinge pin level.9. Ductwork:a. All ductwork shall be constructed according to the latest ASHRAE, SMACNA, and UMC standards. b. Sheet metal shall be constructed of coated galvanized steel of lock-forming grade conforming to ASTM Standards A-525 and A-527. Reinforcement shall be constructed of galvanized steel. c. Ductwork shall be sealed with Mon-Eco Industries Eco Duct Seal 44-50 or equivalent mastic. d. Flexible ductwork shall be constructed of a spring steel helix supporting a plastic core. Flexible duct is only permitted for the last 5' connecting to diffusers unless noted otherwise on the drawings. It shall be insulated with 1" fiberglass having a density of 1 lb./cu.ft. The insulation shall be sheathed in an copolymer vapor barrier jacket.
(Uninsulated flexduct may be used where the adjacent ductwork is uninsulated or unlined.)
e. All duct sizes on plans are interior clear dimensions.
during construction.
10.Variable speed pumps and fans to be adjusted during Testing Adjusting and Balancing (TAB) to reduce maximum setpoint (pressure/speed) to provide design flow to the most difficult (highest pressure) zone/device with fully open balancing valve/damper. Do not balance equipment with pump/fan set to maximum speed. Total design flow with all zones open (after balancing to be achieved/documented).
Abbreviations
M.2.002 Mechanical Details
M.3.001 GSHP Site Plan
M.3.002 GSHP Details
g. NO automatic make-up water system systems. Pressure may be maintained v capabilities. These shall contain the sam in the closed loop hydronic system.13. Hydronic Water Quality Maintenance an
a. Glycol concentration, pH, and turbidity once a year.b. Initial baseline analysis shall be perfo verify that the fill was completed properl results
System Description
For each system:
Space heating and cooling is provided by a water-to-water ground source heat pump that delivers hot or cold water to radiant tubing located within the floors and ceilings. A sealed combustion, modulating boiler provides back-up space heating. Fan coils provide supplemental heating and cooling to spaces with higher loads.
Domestic hot water is provided by a side-arm tank that is heated by the boiler. Boiler also provides heat for snowmelting.
Ventilation is provided to the occupied spaces via energy recovery ventilators (ERV's)
Exhaust fans provide additional exhaust for spaces that are not served by the ERV's.
HVAC controls shall be "Tekmar" level of controls.
AFF Above Finished FloorB BoilerBD Balancing DamperBDD Backdraft Damper
BOD Bottom of DuctBOU Bottom of UnitBP Burst ProtectionBT Buffer Tank (hydronic) or BathtubCC Cooling Coil
CFM Cubic Feet Per Minute (Air)CH ChillerCLG CeilingCO Clean OutCXN ConnectionCW&V Combination Waste and VentCT Cooling Tower
CW Cold WaterDBT Dry Bulb TemperatureDHW Domestic Hot WaterDIA DiameterDN DownDW DishwaterDWG Drawing
EA Exhaust AirEAT Entering Air TemperatureEC Electrical ContractorEL ElevationERV Energy Recovery VentilatorESP External Static PressureF Furnace
FCU Fan Coil UnitFD Floor DrainFLR FloorFP Freeze PointGA GaugeGC General ContractorGPM Gallons Per MinuteGRD GradeGSHP Ground Source Heat PumpH HumidityHB Hose BibHX Heat Exchanger
HP Heat PumpHRV Heat Recovery VentilatorHVAC Heating, Ventilation and Air ConditioningHWR Hot Water ReturnHWS Hot Water SupplyIM Ice MakerINWG Inches Water Guage
L LavatoryMAX MaximumMBH Thousand Btu Per HourMC Mechanical ContractorMECH MechanicalMIN MinimumNIC Not in Contract
NTS Not to ScaleOA Outside AirOAT Outside Air TemperatureOFD Overflow DrainORS Outdoor Reset ScheduleP Pump or PressurePSI Pounds Per Square InchPRV Pressure Reducing ValveRA Return AirRD Roof DrainRT Rooftop UnitREQD Required
S SolenoidSA Supply AirSK SinkSH Shower or Shower/Tub CombinationSIM SimilarSP Static Pressure or Sump PumpSPEC Specification
SS Stainless SteelSTD StandardSV Solenoid ValveT TemperatureTBD To Be DeterminedTYP Typical (use at all similar locations UNO)UNO Unless Notes Otherwise
VAV Variable Air VolumeVTRVent Thru RoofWBT Wet Bulb TemperatureWC Water ClosetWM Washing MachineYH Yard Hydrant
Zone Heat L
Name
Zone Heating L
(Btu/hr)
Zone 01 3,409
Zone 02 3,409
Zone 03 951
Zone 04 6,594
Zone 05 3,806
Zone 06 3,739
Zone 07 10,371
Zone 08 2,005 Zone 09 8,266
Zone 10 7,377
Zone 11 3,688
Zone 12 9,039
Zone 13 5,286
Zone 14 17,114 Zone 15 6,592
Zone 16 5,694
Zone 17 27,029
Zone 18 369
Zone 19 690
Zone 20 506
Zone 21 710
Zone 22 540
Revise the mechanical plan to list the winter and summer indoor and outdoor designtemperatures. Must fit within the following parameters: -Winter indoor temp may not be above 72 deg F (2015 IECC R302.1) -Winter indoor temp may not be below 68 deg F (2015 IRC R303.8) -Summer indoor tempmay not be below 75 deg F (2015 IECC R302.1) -Summer outdoor design temp: 82 deg F (Ordinance 40, 2016) -Winter outdoor design temp: ‐15 deg F (Ordinance 40, 2016)
Humidistat
Master controller for ventilator "x"
Sub-controller for ventilator "x"
Pressure gauge, permanently mounted,
appropriate pressure range
Temperature gauge, permanently mounted,
appropriate temperature range
Pressure/Temperature measurement port
Balancing damper
Backdraft damper
Diffuser callout (return,supply,exhaust)
Detail callout and sheet reference number
Detail callout (same sheet)
Floor supply diffuser
Floor return diffuser
Wall return diffuser
Wall supply diffuser
Outside air
Return air
Supply air
Zone callout
H
V M:V-
V V-
P
T
TP
X#
xxx cfm
XxX
XXXX.X
X
XX
3. Pipe Insulation for Piping
domestic hot water, and do
or with R-3 min. insulation,
4. Acoustic Duct Liner: Aco
liner. The air stream surfac
0.28/inch at 75°F mean. D
5. Hydronic Radiant Tubing
linked polyethylene (PEX)
barrier meeting DIN 4726.
6. Valves:
a. Gate valves 2" and s
disc, 200 PSI WOG. G
fill connections.
b. Shutoff valves shall
and seals, vinyl-covere
c. Butterfly valves 2" an
fluorelastomer seal, 35
d. Check valves shall b
e. Pressure-reducing v
with low-inlet pressure
and noncorrosive valve
f. Relief valves shall be
discharge piped outsid
g. Valves shall be dom
equivalent.
h. Solenoid valves sha
C. Installation Requireme
1. General requirements: A
recommendations. If drawi
the engineer.
2. Clearance requirements
recommended clearances
because of site conditions
3. Startup Procedures: Fol
equipment. Damage cause
owner.
4. Piping Installation:
a. Install piping plumb a
within structure whenev
high points, to allow co
b. Material and method
Code Handbook.
c. Provide unions or fla
equipment. Install each
inspection or cleaning,
d. Where penetrations
drilling shall be in acco
drilling requirements sh
Contractor.
5. Hangers and Supports:
sagging, pocketing, swayin
contraction. Brackets, clam
the Engineer. Contact betw
material such as rubber, ne
permitted.
6. Pipe Testing: All piping s
Contractor prior to conceal
them during the test. Hydro
be air tested at 30 PSIG. A
7. Pipe Identification: After
clip-on descriptive labels, i
Space heating and cooling is provided by a water-to-water ground source heat pump that
delivers hot or cold water to radiant tubing located within the floors and ceilings. A sealed
combustion, modulating boiler provides back-up space heating. Fan coils provide
supplemental heating and cooling to spaces with higher loads.
Domestic hot water is provided by a side-arm tank that is heated by the boiler. Boiler also
provides heat for snowmelting.
Ventilation is provided to the occupied spaces via energy recovery ventilators (ERV's)
Exhaust fans provide additional exhaust for spaces that are not served by the ERV's.
HVAC controls shall be "Tekmar" level of controls.
tub
nditioning
Provide interlocked make up air for kitchen
hoods if greater than 400cfm per 2015 IMC
505.2.
Adjusted the design temps listed on
M.0.001 to reflect the values listed
here.
Reference Control Sequence on M.0.002
that describes how FCU-2 and KH-1 are
interlocked to provide make-up air.
06/22/2018
Page: M.0.001 Mechanical General Notes and Legend
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a balanced whole house
mechanical ventilation system
complying with Ordinance 40,
2016. Demonstrate that you are
adequately venting by showing
your calculations using this
equation:
Min vent rate = ((0.01 x floor
area) + [7.5 x (#bedrooms + 1)])
x 0.75
Page: M.1.001 Lower Level Mechanical Plan
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
No plumbing that can drain to
the sewer by gravity may drain
to the sump. (2015 IPC 712.1)
Page: M.1.001 Lower Level Mechanical Plan
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: Dryer Makeup air
Author: nickt
Color:
There are 2 dryers in the laundry
room. Provide makeup air if the
total exhausted airflow exceeds
200cfm. It looks like you have
some sort of vent but I can't tell
what it is. (2015 IMC 504.6)
Page: M.1.002 Main Level Mechanical Plan
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Intake openings must be at least
10' from property line. Grid A is
2'-1 1/2" from the property line.
2015 IMC 401.4.
Page: M.1.003 Upper Level Mechanical Plan
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Exhausts must be 3' from
property lines. Grid A is 2'-1 1/2"
away from the property line.
2015 IMC 501.3.1.
Pump
Three way mixing valve
Motorized mixing valve
Solenoid valve
Manual balancing valve (circuit setter)
Ball valve (full port)
Check valve
Pressure-activated bypass valve
Anti-convection valve (or pipe bend)
Supply piping or duct (single line)
Return piping or duct (single line)
Hydronic zone manifold
Thermostat
Humidistat
Master controller for ventilator "x"
Sub-controller for ventilator "x"
Pressure gauge, permanently mounted, appropriate pressure range
Temperature gauge, permanently mounted, appropriate temperature range
Pressure/Temperature measurement port
Balancing damper
Backdraft damper
Diffuser callout (return,supply,exhaust)
Detail callout and sheet reference number
Detail callout (same sheet)
Floor supply diffuser
Floor return diffuser
Wall return diffuser
Wall supply diffuser
Outside air
Return air
Supply air
Zone callout
Legend
M
S
x"
x"
T
H
VM:V-
VV-
P
T
TP
X#xxx cfmXxX
XXXX.X
X
XX
A. General Requirements
1. Codes and Regulations: All work performed must comply with state and local codes, utility company regulations, and the latest editions of: The International Codes (Building, Plumbing and Mechanical) and National Fire Codes of the National Fire Protection Association (NFPA). Final interpretations will be made by the local inspection authority.2. Contract Drawings: The Contract Drawings illustrate the general design and extent of performance required. All dimensions and locations shall be taken from the Architectural drawings.
Substitutions: Equipment is to be installed as specified in the contract documents. Substitutions (or “equivalents”) must be approved by the engineer. 3. Warranty: The Contractor shall be responsible for the successful operation of mechanical systems, equipment, and materials installed under this Contract for a period of one year from the date of final acceptance. Defective equipment or materials shall be repaired or replaced at no expense to the Owner.4. Cutting and Repairing: The contractor shall be responsible for all cutting, drilling, welding, and repair required for his portion of the work. Coordinate with the Architect.5. Operating and Maintenance Manuals: The Contractor shall provide the Owner with operating and maintenance instructions for all mechanical systems and equipment
(minimum of two copies). This information shall be organized in binders or books.6. Temporary Heating: The permanent HVAC systems are not to be used as temporary HVAC systems at any time without written consent by the engineer.7. Electrical Connection: All line-voltage wiring (120V and higher) will be done by the Electrical Contractor. All low-voltage (typically 24V and below) control wiring will be done by
the Mechanical Contractor.8. Access Panels. The Mechanical Contractor shall furnish and install access panels where required for access to equipment, in coordination with the General Contractor. Access panels shall be adequately sized, of a type approved by the Architect and shall be fire or smoke-rated as required.
B. Material Requirements1. Equipment and Material Standards: Equipment and materials shall be new, UL-listed for
the intended use free from damage or defect and in compliance with the latest industry standards.2. Duct insulation, wrap: Duct wrap insulation shall be flexible fiberglass insulation, 1 pcf, with factory-applied, reinforced, aluminum foil vapor barrier. Insulation shall have a K-factor of 0.28 at 75º min. Ducts in unconditioned spaces to be insulated per IECC.
3. Pipe Insulation for Piping Above Grade: All heating and cooling supply and return, domestic hot water, and domestic hot water recirculation piping shall be insulated per IECC or with R-3 min. insulation, whichever is greater.4. Acoustic Duct Liner: Acoustic liner shall be 1-1/2 lb density, constructed of glass fiber liner. The air stream surface shall be black-coated mat. Liner shall have a "K" value of
0.28/inch at 75°F mean. Duct liner shall be 1/2” thick or as shown on the plans.5. Hydronic Radiant Tubing: Tubing for in-floor and underfloor radiant heating shall be cross-linked polyethylene (PEX) conforming to ASTM F877 and ASTM F876, with an oxygen barrier meeting DIN 4726.6. Valves:
a. Gate valves 2" and smaller shall be cast bronze, rising stem, Teflon packing, solid disc, 200 PSI WOG. Gate valves shall be used only for hose bibs, equipment drains, and fill connections.
b. Shutoff valves shall be full-port ball valves with chrome plated brass ball, Teflon seats and seals, vinyl-covered steel handle, 200 PSI WOG.
c. Butterfly valves 2" and smaller shall be cast bronze, stainless steel disc, surrounding fluorelastomer seal, 350 PSI WOG.d. Check valves shall be horizontal, swing-cast bronze, bronze disc, 200 PSI WOG.
e. Pressure-reducing valves shall be diaphragm-operated, cast-iron or brass-body valve, with low-inlet pressure check valve, inlet strainer removable without system shutdown,and noncorrosive valve seat and stem.
f. Relief valves shall be all-bronze A.S.M.E. rated valves with external test levers, with discharge piped outside or to floor drain where possible.g. Valves shall be domestically manufactured by Milwaukee, Powell, Nibco, Watts, or equivalent.h. Solenoid valves shall be slow-acting.
C. Installation Requirements1. General requirements: All equipment is to be installed per manufacturer's
recommendations. If drawings and manufacturer's recommendations are in conflict, contact the engineer.2. Clearance requirements: All equipment is to be installed so that manufacturer's recommended clearances for access and maintenance are met. If clearances cannot be met because of site conditions or other equipment, Contractor shall notify engineer immediately.
3. Startup Procedures: Follow manufacturer's recommended procedures in starting up all equipment. Damage caused by improper start-up shall be repaired at no expense to the owner.4. Piping Installation:a. Install piping plumb and straight, parallel with walls and partitions. Conceal piping
within structure whenever practical. Provide drain valves at all low points, vents at all high points, to allow complete drainage. b. Material and methods shall be per ASME, ASTM, ASA, AWS, and National Plumbing Code Handbook.c. Provide unions or flanges in piping connections to each valve, device, or item of equipment. Install each union or flange to permit the removal of parts and equipment for inspection or cleaning, without disconnecting any piping, except unions or flanges.d. Where penetrations are required through structural members such as joists or beams,
drilling shall be in accordance with the manufacturer's recommendations. Questionable drilling requirements shall be reviewed by the structural engineer via the General
Contractor. 5. Hangers and Supports: Support piping and equipment from the structure to prevent sagging, pocketing, swaying, and vibrations, and arrange to provide for expansion and contraction. Brackets, clamps, and hangers shall be steel or copper of a type acceptable to the Engineer. Contact between dissimilar metals shall be insulated with a non-metallic
material such as rubber, neoprene, or plastic. Chain, perforated iron or wire hangers are not permitted.
6. Pipe Testing: All piping systems shall be tested and witnessed by the Owner or General Contractor prior to concealment. Protect equipment and fixtures or equipment, isolating them during the test. Hydronic piping shall be air tested at 150 PSIG; natural gas piping shall be air tested at 30 PSIG. Air tests shall be held for one hour without loss of pressure.7. Pipe Identification: After completion of the piping or insulation, provide painted, sticker, or
clip-on descriptive labels, including directional arrows, on piping at equipment and approximately every 25'.8. Valve Installation:
a. Use ball valves for shutoff duty; globe and ball for throttling duty. Use gate valves for hose bibs, equipment drains, and fill connections.b. Locate valves for easy access and provide separate support where necessary.
c. Install shutoff valves for each fixture and piece of equipment that can be replaced. d. Install valves in horizontal piping with stem at or above center of pipe.e. Install valves in a position to allow full stem movement.
f. Install check valves for proper direction of flow in horizontal position with hinge pin level.9. Ductwork:
Mechanical Specifications (See Div. 23 for Additional
Requirements)
General Notes
1.See Mechanical Project Specifications, which are included as part of this document. Where conflicts between specification and plans exist, the plans take precedence. Notify engineer of any significant conflicts.2.Equipment is to be installed as specified in the contract documents. All substitutions (or “equivalents”) must be approved by the engineer. All equivalent equipment will be
considered. Provide equipment cutsheets (digitally) for engineer review prior to ordering.3.Mechanical Contractor shall coordinate all diffuser locations with architect prior to installation.
4.All work performed shall comply with state and local codes, utility company regulations, and the codes listed under Project information on this sheet. Final interpretations will be made
by the local inspection authority.5.The Contractor shall provide the Owner with operating and maintenance instructions (minimum of two copies) for all mechanical systems and equipment. This information shall be organized in binders or books.6.The Contractor shall create a set of "as-built" drawings on site, noting significant
differences between the system as designed and as installed. Upon completion of the work, the Contractor shall furnish the engineer and owner with reproducible prints showing the "as-built" installation. 7.This project will be commissioned per Section C408 of the IECC, including a detailed physical inspection of equipment and functional testing of all equipment and controls.
Contractor shall work with commissioning agent to perform physical & functional testing and correct any issues necessary to ensure that the system performs as intended.8.These plans do not show details for building waterproofing or site drainage. Resource Engineering Group is not responsible for waterproofing (including but not limited to wall and roof detailing, foundation and under slab drainage) or site drainage.
9.HVAC systems shown in these drawings are designed for permanent occupancy and are not to be used for temporary heating, ventilation, cooling, humidification, or dehumidification during construction.10.Variable speed pumps and fans to be adjusted during Testing Adjusting and Balancing (TAB) to reduce maximum setpoint (pressure/speed) to provide design flow to the most
difficult (highest pressure) zone/device with fully open balancing valve/damper. Do not balance equipment with pump/fan set to maximum speed. Total design flow with all zones open (after balancing to be achieved/documented).
Abbreviations
Drawing Index
M.0.001 Mechanical General Notes and Legend
M.1.001 Lower Level Mechanical Plan
M.1.002 Main Level Mechanical Plan
M.1.003 Upper Level Mechanical Plan
M.2.001 Mechanical Details
M.2.002 Mechanical Details
M.3.001 GSHP Site Plan
M.3.002 GSHP Details
Project Information
Building Jurisdiction: City of Aspen, COBuilding Codes: 2015 IRC
2015 IECC
Gas Type: Natural GasElectrical Service 120/240V 1ø
Design Conditions
Winter Outdoor Temperature: -20˚Winter Indoor Setpoint: 70˚
Summer Outdoor Temperature: 81˚Summer Indoor Setpoint: 75˚
Elevations: 7500 ft
10. Balancing: Balancing shall be done the discipline of balancing air and wate shall be provided to the designing engi balanced to provide design flow to the reduction in peak design flow (motor ad balancing. Design flow to all zones sim 11. Hydronic Fill Water Quality:
a. Fill water used to dilute propylen
1. Less than 50ppm Calcium2. Less than 50ppm Magnesium3. Less than 25ppm Chloride
4. Less than 25ppm Sulfateb. If fill water is from a municipal co department for chemical properties specialist to conduct a water analys c. If fill water is from a well, field tes analysis.d. If tap water does not meet the sta quality), use demineralized water th
biological growth inhibitors and pH 12. Closed Hydronic System Water Qu a. Prior to filling, ensure the system
b. Solution pH shall be maintained c. Solution conductivity shall be ma d. Solution hardness shall be maint
e. Solution shall be free of biologica f. NO phosphate based inhibitors s g. NO automatic make-up water sy systems. Pressure may be maintain capabilities. These shall contain the in the closed loop hydronic system.
13. Hydronic Water Quality Maintenanc a. Glycol concentration, pH, and tur once a year.b. Initial baseline analysis shall be p verify that the fill was completed pro
results
System Description
For each system:
Space heating and cooling is provided by a water-to-water ground source heat pump that delivers hot or cold water to radiant tubing located within the floors and ceilings. A sealed combustion, modulating boiler provides back-up space heating. Fan coils provide supplemental heating and cooling to spaces with higher loads.
Domestic hot water is provided by a side-arm tank that is heated by the boiler. Boiler also provides heat for snowmelting.
Ventilation is provided to the occupied spaces via energy recovery ventilators (ERV's)
Exhaust fans provide additional exhaust for spaces that are not served by the ERV's.
HVAC controls shall be "Tekmar" level of controls.
AFF Above Finished FloorB BoilerBD Balancing DamperBDD Backdraft DamperBOD Bottom of Duct
BOU Bottom of UnitBP Burst Protection
BT Buffer Tank (hydronic) or BathtubCC Cooling CoilCFM Cubic Feet Per Minute (Air)CH ChillerCLG CeilingCO Clean OutCXN ConnectionCW&V Combination Waste and VentCT Cooling Tower
CW Cold WaterDBT Dry Bulb Temperature
DHW Domestic Hot WaterDIA DiameterDN DownDW DishwaterDWG DrawingEA Exhaust AirEAT Entering Air TemperatureEC Electrical ContractorEL Elevation
ERV Energy Recovery VentilatorESP External Static PressureF FurnaceFCU Fan Coil UnitFD Floor DrainFLR FloorFP Freeze PointGA GaugeGC General ContractorGPM Gallons Per MinuteGRD Grade
GSHP Ground Source Heat PumpH HumidityHB Hose BibHX Heat ExchangerHP Heat PumpHRV Heat Recovery VentilatorHVAC Heating, Ventilation and Air ConditioningHWR Hot Water ReturnHWS Hot Water Supply
IM Ice MakerINWG Inches Water Guage
L LavatoryMAX MaximumMBH Thousand Btu Per HourMC Mechanical ContractorMECH MechanicalMIN MinimumNIC Not in ContractNTS Not to ScaleOA Outside AirOAT Outside Air TemperatureOFD Overflow Drain
ORS Outdoor Reset ScheduleP Pump or PressurePSI Pounds Per Square InchPRV Pressure Reducing ValveRA Return AirRD Roof DrainRT Rooftop UnitREQD RequiredS Solenoid
SA Supply AirSK Sink
SH Shower or Shower/Tub CombinationSIM SimilarSP Static Pressure or Sump PumpSPEC SpecificationSS Stainless Steel
Zone He
Name Zone Heat (Btu/
Zone 01 3,40
Zone 02 3,40
Zone 03 95 Zone 04 6,59
Zone 05 3,80
Zone 06 3,73 Zone 07 10,3
Zone 08 2,00
Zone 09 8,26
Zone 10 7,37
Zone 11 3,68
Zone 12 9,03
Zone 13 5,28
Zone 14 17,1
Zone 15 6,59
Zone 16 5,69
Zone 17 27,0
Zone 18 36
Zone 19 69
Zone 20 50
Zone 21 71
Zone 22 54
Provide a balanced whole house mechanical ventilationsystem complying with Ordinance 40, 2016.Demonstrate that you are adequately venting byshowing your calculations using this equation:Min vent rate = ((0.01 x floor area) + [7.5 x (#bedrooms+ 1)]) x 0.75
7
BT-1
DHW-1
FCU-1
Fireplace insert, combustion air and venting by others.
Provide floor drain in mechanical room.
Media Room
Mechanical Room
T
18"x4"
300 CFMSA2
B-1
HP-1
ERV-1
Provide remote actuated damper,
accessed from mechanical room.
Route 6" duct thru joists
where ducts cross.
Access panel and 21" clear drop required
EF-2
Route duct into joist bay.
H-1
FCU-2
12"x4"
150 CFMSA1
20
"
x
1
0
10"x20"
30
"
x
1
0
"
20"x10"
20
"
x
1
0
"
14"x10"
14"x4"
14"x4"
8"x
4
"
18"x4"
10"x3"
10"x3"
6"ø
14"x4"
10"x3"
3"x8"
3"x10"
14"x4"8"ø8"ø4"ø
4"ø
8"ø
8"ø
EF-2
Space reserved for sewage ejector and sump pump.
18 19
20
8
Provide humidifier in SA duct.
Water-Water heat pump located below ducting.
OAEA
Transition to 8"x3-1/2" for wall above (typ
7
M2002
2
4 5
6
7
3
1
7
7
10
1/4" 1 Lowe
No plumbing that can
drain to the sewer by
gravity may drain to
the sump. (2015 IPC
712.1)
Radiant heating in slab.
Radiant heating in slab.
2
3
4
5
6
7
well, maintain 3' clearance to operable windows.
ERV-3
DHW-2 BT-2
Transfer grilles above door for dryer make-up air.
Media Room
Bedroom
Master Bedroom
Master Bath
Mechanical Room
Living Room
Bedroom
T
T
T T
TT
2
7 6
4 5
2
7
6
9
OA intake above window in well.
Provide remote actuated damper,
accessed from mechanical room.
Access panel and 21" clear drop required for ERV.
ERV-2
Access panel and 21" clear drop required for ERV.
H-2
12"x4"
12"x4"
65 CFMEA2
12"x4"
75 CFMEA2
12"x4"
50 CFMEA2
32"x12"
900 CFMRA1
18"x4"
240 CFMSA1
FCU-3
12"x4"
75 CFMEA2
18"x4"
200 CFMSA1
12"x12"
240 CFMOA1
18"x4"
200 CFMTG1
18"x4"
200 CFMTG1
6"x6"
100 CFMEA1
6"x6"
100 CFMEA1
6"x6"
100 CFMEA1
14"x10"
14"x4"
14"x4"
8"
x
4
"
10"x3"
10"x3"
14"x4"14"x4"
8"x3"10"x6"
8"ø
8"ø
8"ø
6"ø
8"ø
18"x4"
12"x4"
12"x4"6"ø
6"ø
6"ø 8"ø 6"ø
12"x4"
24"x8"
18
"
x
1
0
"
18"x10"
8"ø
8"ø
8"
ø
6"ø
18"x10"
14"x4"
14"x4"
10"x3"
3"x8"
3"x10"
14"x4"
18"x8"
18
"
x
4
"
18"x4"
18
"
x
4
"
18
"
x
8
"
14"x12"
T
19
19
Laundry
T20
20
Bath
T
2121
Laundry
T
22
22
Bath
If A/V design moves forward, provide 3/4 ton W-A heat pump connected to ground loop.
Provide remote actuated damper,
accessed from mechanical room.
S3
S2
Transition to 8"x3-1/2" for wall above (typ of 3).
7
M2002
Project Notes:
1 Boiler installed per manufacturer's instructions. Route condensate drain to floor drain and
provide condensate neutralization kit. Dotted lines indicate required clearance for service.
Maintain positive slope back to unit from steam manifold.
Ducts routed in structure.
Ducts routed in drop.
1/2" duct liner on rectangular ducts. Duct dimensions inside clear, typ.
Provide vibration isolation for equipment, typ.
Duct to/from above, typ.
Floor grille, typ.
Sidewall grille.
Ceiling grille.
2
3
4
5
6
7
8
9
10
4 5
7
9
10
3
2
7
7
9
All storm drains this level
elevation coordination to si There are 2 dryers in
the laundry room.
Provide makeup air if
the total exhausted
airflow exceeds
200cfm. It looks like
you have some sort of
vent but I can't tell
what it is. (2015 IMC
504.6)
9
11
14
Garage
Bedroom #2
Kitchen/Living/Dining
10
S6
T
T
14
9
KH-2
EF-3
EF-3
Line of hydronic zone for garage, heating only.
Vent thru roof.
6"x6"
130 CFMA3
6"x6"
130 CFMEA3
Fireplace insert, combustion air and
venting by others.
30"x18"
900 CFMOA1
Maintain 10' clear to EA.
A
A.1
B
3 2 1.7 1.5 1.2 1
Line of radiant heating with forced air cooling.
Route exhaust duct high above stair, out gable wall.
Vent thru roof.
12"x4"
75 CFMEA2
Fir out closet wall 10"
to accomodate duct.
RA duct from above.
EF-4EF-3
EF-3
4"ø
4"ø
20"x10"
30"x12"
4"ø
8"ø
24"x4"
300 CFMSA1
Provide 12" clear chase to
accommodate duct routing and insulation.
24
"
x
4
"
24"x4"
8"x24"
24
"
x
8
"
18"x4"
200 CFMSA3
18"x4"
200 CFMSA3
18"x4"
200 CFMSA3
Packaged spa by others.
10"ø
S4
S5
11
S1
Snowmelt slab sensor, center between tubing.
Snowmelt slab sensor, center between tubing.FD-1 & MD-1
2
M2002
5
M2002
6
M2002
Project Notes:
1 Boiler installed per manufacturer's instructions. Route condensate drain to floor drain and
provide condensate neutralization kit. Dotted lines indicate required clearance for service.3
4
7 8
9
Intake openings must
be at least 10' from
property line. Grid A is
2'-1 1/2" from the
property line. 2015
IMC 401.4.
16Master Bath
A
A.1
3 2 1.2 1
Route ERV supply to RA duct.
Hang ERV from structure above FCU ducting.
EA thru roof. Termination detail by Arch.
4"ø
6"x6"
50 CFMEA1
12"x4"
75 CFMEA4
44"x6"
10"x8"
8"x14"
Kitchen hood exhaust. Termination detail by Arch.
15
16
17
30"x30" access hatch high in wall.
Provide concentric vent kit for
boiler flue and combustion air.
Exhausts must be 3'
from property lines.
Grid A is 2'-1 1/2"
away from the
property line. 2015
IMC 501.3.1.
Low speed:
V-1: 57 cfm (house)
V-2: 45 cfm (house)
V-3: 45 cfm (cabin)
V-4: 57 cfm (house)
House Total: 159 cfm continuous
Cabin Total: 45 cfm continuous
Reference Control Sequence on
M.0.002 for ERV continuous ventilation
operation.
House Min CFM=((0.01*5110 sqft)+[7.5*(5
+1)])*0.75= 72 cfm
Cabin Min CFM=((0.01*2030 sqft)+[7.5*(2
+1)])*0.75= 32 cfm
Not in Mechanical scope,
reference Plumbing
drawings for drain routing.
Transfer grilles provided above
laundry door for dryer make-up
air.
Reference GRD tag and notes on M.1.001 for
dryer make-up air provisions.
Reference response on Page 4 for
same comment.
Construction Set shows this termination thru roof of structure.
No change made.
06/22/2018
Page: S3.1 STRUCTURAL DETAILS
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a special inspection
agreement form signed by the
special inspector, owner,
contractor, and fabricator.
Page: Sl.l FOUNDATIONPLAN
File Name: PlanSet.209EBleeker.2017.12.pdf
Subject: PlanCheck
Author: nickt
Color:
Please have the engineer sign
his stamps.
Page: 1
File Name: RESCheck-Fromm.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise REScheck to include
floors overhanging areas outside
the thermal envelope.
RESCheck-Fromm.pdf (7)
Page: 1
File Name: RESCheck-Fromm.pdf
Subject: PlanCheck
Author: nickt
Color:
All of your slabs appear to be
greater than 12" below grade,
exempting them from the energy
code; remove from REScheck if
this is the case. (2015 IECC
R402.2.10)
Page: 1
File Name: RESCheck-Fromm.pdf
Subject: PlanCheck
Author: nickt
Color:
Complete the owner/agent and
designer/contractor sections of
the REScheck.
GENERAL NOTESJOB NAME00/00/17
A.DESIGN LIVE LOADS1. GROUND SNOW 100 psfROOF SNOW LOAD 77 psf2. RESIDENTIAL 40 psf3. WIND: BASIC WIND SPEED 115 mphEXPOSURE B .4. SEISMIC CATEGORY C .
B.DESIGN CODES1. INTERNATIONAL RESIDENTIAL CODE (2015)2. ACI BUILDING CODE (ACI 318-14)3. AISC STEEL CONSTRUCTION MANUAL (14th EDITION)4. AITC TIMBER CONSTRUCTION MANUAL (4th EDITION)
C.SPECIAL INSPECTIONSPECIAL INSPECTION REQUIREMENTS LISTED BELOW ARE BASED ON THEREQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE. THE REQUIREMENTSARE TO BE ENFORCED BY THE LOCAL BUILDING OFFICIAL. THE OWNER SHALL RETAINTHE "INDEPENDENT INSPECTOR" AS REQUIRED BY CHAPTER 17 OF THE IBC AND THELOCAL BUILDING OFFICIAL. THE REQUIREMENTS LISTED BELOW ARE BASED ON ASTRICT INTERPRETATION OF THE IBC AND MAY NOT BE REQUIRED BY THE LOCALBUILDING OFFICIAL BASED ON EXCEPTIONS LISTED IN IBC SECTION 1704.2.
CONCRETE - SHALL BE IN ACCORDANCE WITH TABLE 1705.3, EXCEPT SPECIALINSPECTION IS NOT REQUIRED FOR TYPICAL FOUNDATIONS FOR BUILDINGS LESS THAN3 STORIES WITH R-3 OCCUPANCY, UNLESS REQUIRED BY BUILDING OFFICIAL, BUTCONCRETE MATERIAL SAMPLING SHALL STILL BE PERFORMED, DESIGN OF EMBEDDEDANCHOR BOLTS HAVE NOT BEEN INCREASED PER SECTION 1911.5, THUS NOTREQUIRING SPECIAL INSPECTION. EMBEDDED ANCHOR BOLTS, INSTALLED PER IRCSECTION R403.1.6, ONLY REQUIRE SPECIAL INSPECTION IF DETERMINED NECESSARY BYTHE BUILDING OFFICIAL, PER IRC SECTION R109.1.5.
STRUCTURAL STEEL - SPECIAL INSPECTION, ALSO REFERRED TO AS QUALITY CONTROLINSPECTION AND QUALITY ASSURANCE INSPECTION, SHALL BE PER AISC360-10 SECTIONN. ALL BOLTED CONNECTIONS ARE BEARING TYPE CONNECTIONS, UNLESS NOTEDOTHERWISE, REQUIRING INSPECTION ON A RANDOM BASIS. SPECIAL INSPECTION ISNOT REQUIRED FOR BOLTS LABELED AS "A307" ON THE STRUCTURAL PLANS. ALL SHOPAND FIELD WELDS REQUIRE PERIODIC SPECIAL INSPECTION. STRUCTURAL STEEL ANDSTEEL DECK USED IN COMPOSITE CONSTRUCTION REQUIRE CONTINUOUS SPECIALINSPECTION. SPECIAL INSPECTION IS NOT REQUIRED FOR FABRICATION WHICHOCCURS ON THE PREMISES OF AN "APPROVED FABRICATOR" AS DEFINED IN IBCSECTION 1704.2.5 AND AISC 360-10 SECTION N7.
MECHANICAL CONCRETE FASTENERS (EXPANSION AND SCREW TYPE) REQUIRE ONLYPERIODIC INSPECTION PER IBC SECTION 1705.3.
EPOXY TYPE CONCRETE FASTENERS (ADHESIVE) REQUIRE ONLY PERIODIC SPECIALINSPECTION PER TABLE 1705.3, UNLESS IT IS INDICATED ON THE STRUCTURALDRAWINGS AS BEING A FASTENER REQUIRING CONTINUOUS INSPECTION.
SPECIALTY SYSTEMS SUBMITTED SUCH AS, BUT NOT LIMITED TO CARBON FIBERREINFORCING, MICRO-PILE FOUNDATION ELEMENTS, HELICAL PIERS, AND OTHERSPECIALTY COMPONENTS WHERE THE DESIGN IS PERFORMED BY ANOTHER LICENSEDENGINEER, SHALL BE INSPECTED IN ACCORDANCE WITH THE RECOMMENDATIONS BYTHE LICENSED ENGINEER FOR THAT COMPONENT.
D.FOUNDATIONBUILDING TO BE FOUNDED ON A FOUNDATION SYSTEM DESIGNED FOR A MAXIMUMALLOWABLE SOIL BEARING PRESSURE OF 3500 PSF AND A PASSIVE EQUIVALENT FLUIDLATERAL EARTH PRESSURE OF 55 PCF. SPREAD FOOTINGS MUST BEAR ONUNDISTURBED NATURAL SOILS. SEE SOILS INVESTIGATION REPORT NO. 116-134A, MAY16, 2016, BY HEPWORTH-PAWLAK GEOTECHNICAL, INC., GLENWOOD SPRINGS,COLORADO, FOR ADDITIONAL SOIL DATA AND CONSTRUCTION REQUIREMENTS. AREPRESENTATIVE OF THE SOILS ENGINEER SHOULD OBSERVE ALL FOOTINGEXCAVATIONS PRIOR TO CONCRETE PLACEMENT TO EVALUATE BEARING CONDITIONS.PROVIDE FOUNDATION DRAIN AND DEWATERING AS RECOMMENDED BY THE SOILSENGINEER.
E.CONCRETECONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE AMERICAN CONCRETE INSTITUTE BUILDING CODE (ACI 318-14). ALL SLABS ONGRADE, BEAMS, AND STRUCTURAL SLABS SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF 4000 PSI IN 28 DAYS. ALL OTHER CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. ALL CONCRETE SHALL HAVE AMINIMUM OF 20% FLY ASH CONTENT. THE OWNER SHALL ENGAGE A QUALIFIED,INDEPENDENT TESTING AND INSPECTING AGENCY TO SAMPLE MATERIALS, PERFORMTESTS, AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT TO ASSURE THEQUALITY OF THE MATERIALS USED AND THE ACCURACY OF PLACEMENT. (NOTE: SEESECTION C OF THE GENERAL NOTES FOR SPECIAL INSPECTION AND TESTINGREQUIREMENTS.) MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPTSLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAWCUT) AT A MAXIMUM 15'-0" ON CENTER EACH WAY UNLESS OTHERWISE SHOWN ONPLAN. REINFORCING BARS SHALL BE ASTM A615 - GRADE 60 (ASTM A706 GRADE 60 SHALLBE USED WHERE REINFORCING IS TO BE WELDED.) NO SPLICES OF REINFORCING SHALLBE MADE AND NO WELDING OF REINFORCING SHALL BE PERMITTED EXCEPT ASDETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. WHERE APPROVED, ALLWELDING SHALL CONFORM TO AWS D1.4. LAP SPLICES, WHERE PERMITTED, SHALL BEAS SHOWN IN THE TABLE BELOW, UNLESS NOTED OTHERWISE.
BAR SIZE MINIMUM LAP MIN RADIUS OF BEND
#3 2'-0" 1 1/8"#4 2'-0" 1 1/2"#5 2'-4" 1 7/8"
#6 2'-9" 2 1/4"
PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE2 - #5 BARS WITH A MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENINGSIN WALLS, BEAMS AND SLABS. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORTREINFORCING AT POSITIONS SHOWN ON THE PLANS. WELDED WIRE FABRIC SHALLCONFORM TO ASTM A185. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2"AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLUMNBEARING PLATES SHALL CONFORM TO ASTM A307 AND BE PLACED WITH SETTINGTEMPLATES.
F.STEELALL WIDE FLANGE STEEL SHAPES SHALL CONFORM TO ASTM A992. FOR S, M, AND HPSHAPES AND CHANNELS, STEEL SHALL CONFORM TO A36. TUBE COLUMNS SHALLCONFORM TO ASTM A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TOASTM A53 (GRADE B). ANGLES AND PLATES SHALL CONFORM TO A36. FIELDCONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUMNUMBER OF ASTM A325 3/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE ROW AND SHALLCONFORM TO ASTM A325N, BEARING-TYPE CONNECTION, UNLESS OTHERWISE NOTED.SEE SECTION C OF THE GENERAL NOTES FOR SPECIAL INSPECTION AND TESTINGREQUIREMENTS. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTEDIN ACCORDANCE WITH LATEST PROVISIONS OF THE AISC MANUAL OF STEELCONSTRUCTION AND AISC CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BESUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION.SHOP DRAWINGS SHALL DETAIL EACH BEAM, APPLICABLE CONNECTIONS, LAYOUT, ANDBRACING. USE WELDERS MEETING THE REQUIREMENTS OF THE AWS "STANDARDQUALIFICATION PROCEDURE". COMPLY WITH AWS D1.1 "STRUCTURAL WELDINGCODE." ALL WELDS SHALL BE E70XXLH TYPICAL UNLESS NOTED OTHERWISE. PRIME ALLSTEEL (EXCEPT GALVANIZED OR STAINLESS STEEL) WITH APPROVED PRIMER, UNLESSSTEEL WILL RECEIVE SPRAY APPLIED FIREPROOFING. MEMBERS TO RECEIVE SPRAYAPPLIED FIREPROOFING SHALL BE PREPARED PER FIREPROOFING MANUFACTURER'SREQUIREMENTS, CONSULT ARCHITECT FOR LOCATIONS REQUIRING FIREPROOFING.TOUCH-UP PAINT AT EXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS. DRYPACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RESISTANT DAYTON-SUPERIOR1107 ADVANTAGE GROUT OR EQUIVALENT.
EXPANSION BOLTS, WHERE APPROVED BY ENGINEER, SHALL BE SIMPSON"STRONG-BOLT", HILTI "KWIKBOLT-TZ", OR APPROVED WEDGE TYPE, INSTALLED INACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. EPOXY BOLTS, WHEREAPPROVED BY ENGINEER, SHALL BE SIMPSON "AT-XP", "SET-XP", HILTI "HIT HY-200" ORAPPROVED ADHESIVE SYSTEM, INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S REQUIREMENTS. CONCRETE SCREW ANCHORS, WHERE APPROVEDBY ENGINEER, SHALL BE POWERS WEDGE-BOLT ANCHORS, OR APPROVED ANCHORSYSTEM, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.SEE SECTION C OF THE GENERAL NOTES FOR SPECIAL INSPECTION AND TESTINGREQUIREMENTS.
G.STRUCTURAL WOOD FRAMING
ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUGLAS FIR/LARCHGRADED AS PER LATEST EDITION "NATIONAL DESIGN SPECIFICATIONS FOR WOODCONSTRUCTION" BY THE NATIONAL FOREST & PAPER ASSOCIATION AND WWPA.
STRUCTURAL JOISTS ( > 2X6) NO. 2 OR BETTER
Fb=900 PSI (x1.15 REP)(xCF) Fv = 180 PSI E = 1600000 PSI
HEADERS AND BEAMS C LAMINATED VENEER LU STANDARDS TO HAVE A
Fb =2600 PSI Fv = 28
LAMINATED VENEER LU APLLICATIONS AND IN RECOMMENDATIONS. SHALL BE FASTENED TO SPACED 12" O.C. FOR M ROWS. BEAMS OF FOU OF THE FOLLOWING: T OF 1/4” DIAMETER x 6”
3/4” FASTENMASTER TR OTHERWISE.
STRAND-GUARD LUMB
ZINC BORATE TREATED DRAWINGS AS "STRAND CORPORATION OF BOI ACCORDANCE WITH T GALVANIZED FASTENER NOT REQUIRED WITH LUMBER IS TO BE SUBS HANGER COATINGS.
PRE-ENGINEERED TIMB
PROVIDE ENGINEERED LOADS INDICATED BY S UNIFORM BUILDING C MAXIMUM ALLOWABLE ERECTION PLAN, AND S THE ENGINEER FOR RE BY AN ENGINEER REGIS DETAIL EACH BEAM, AP PLATES, BLOCKING, BR RECOMMENDED BY TH
FABRICATED WOOD TR
PROVIDE ENGINEERED TO CARRY LIVE LOADS REQUIREMENTS OF TH FACTOR OF 1.0 AND WI SHOP DRAWINGS, AN E SHALL BE SUBMITTED T CALCULATIONS SHALL COLORADO. SHOP DRA CONNECTIONS, TRUSS BRIDGING, BRACING, S THE FABRICATOR. TIE UNLESS NOTED OTHER
H.STEEL DECKING
FORM DECK SHALL BE 33 KSI. DECK SHALL BE RECOMMENDATIONS A FOLLOWING MINIMUM
WELD DECK TO SUPPO WASHERS FOR DECK T AND AT INTERMEDIATE EDGES RUNNING PARA SCREWS AT 20" O.C. AL LIGHT GAGE STEEL DEC (BUILDER'S OPTION: #12 SPACING REQUIREMEN DO NOT REQUIRE SPEC
I.ENGINEERED STRUC
SPECIALTY STRUCTURA SHOWN ON THE PLANS ENGINEER IN THE STAT SHOULD BE SUBMITTE CONSTRUCTION.
10"
SEE PLAN
SEEPLAN
3"
CL
R
.
6"MIN
.
NOTE:FOOTINGTO BEAR ONUNDISTURBEDNATIVE SOILS.
FLOOR JOISTSSEE PLAN (FLOORJOISTS ARE PARALLELTO WALL @ SIM.)
2x STRANDGUARDPLATE W/ 1/2"Ø A.BOLTS @ 48" O.C.
SOLID BLOCKINGBETWEEN JOISTS
T. PLYSEE PLAN
T. WALLSEE PLAN
EQ.
PLACE SLAB TIGHT TONON- COMPRESSIBLEBOND BREAKER
T. FOOTINGSEE PLAN
T. SLABSEE PLAN
2- #5 x CONT.
CONC. SLAB &REINF., SEE PLAN
#5 HORIZ.@ 16" O.C.
#5 VERT.@ 16" O.C.
#5 DOWEL x 24"@ 32" O.C. 6"
EQ.
FOOTING @ STEEL COLUMN
@ 3/4"=1'-0"
SEE PLAN
3"CL
R
1/4
17035
T. FTG.SEE PLAN
T. SLABSEE PLAN
SEE
PL
A
N
NOTE:FOOTING TO BEARON UNDISTURBEDNATIVE SOILS.
5
PROVIDE COLD JOINTAROUND BASE, SEE PLAN
1 1/2"± NON-SHRINK GROUT
3/4"Ø x 10" A. BOLTS STEEL COLUMNSEE PLAN
BASE PLATESEE PLAN
SEE PLAN FOR FTG. & REINF.
COMPOSITE METALDECK & CONC.TOPPING, SEE PLAN
112"
CLR.
T. WALLSEE PLAN
T. SLABSEE PLAN
SEE
L 3x3x1/4 x CONT.EMBED W/ 1/2"Ø x 4"H.A.S. @ 24" O.C.SEEPLAN
FLOOR FRAMINGSEE PLAN(JOISTS PARALLEL @ SIM.)
CONT. 2-2x4 STRANDGUARDPLATE W/ 1/2"Ø x 10"A. BOLTS @ 48" O.C.
ING @ LEDGE
CONT. 2x6 STRANDGUARDPLATE W/ 1/2"Ø x 10"A. BOLTS @ 48" O.C.
SEEPLAN
17035
FLOOR FRAMINGSEE PLAN(JOISTS PERP. @ SIM.)
CONT. 2x4 STRANDGUARDPLATE W/ 1/2"Ø x 10"A. BOLTS @ 48" O.C.
ING @ LEDGE
CONT. 2x6 STRANDGUARDPLATE W/ 1/2"Ø x 10"A. BOLTS @ 48" O.C.
CONCRETE TOPPING W/ 6x6 -W1.4xW1.4 OVER MEMBRANEOVER 3/4" T&G PLYWOOD
CONCRETE TOPPING W/ 6x6 -W1.4xW1.4 OVER MEMBRANEOVER 3/4" T&G PLYWOOD
Provide a specialinspection agreement
form signed by the
special inspector,
owner, contractor, and
fabricator.
Stamp is not valid for building department use unless it
contains a valid third party verified electronic signature
Please have the
engineer sign his
stamps.
Generated by REScheck-Web Software
Compliance Certificate
Project Fromm Residence
Energy Code:2015 IECC
Location:Aspen, Colorado
Construction Type:Single-family
Project Type:New Construction
Conditioned Floor Area:1,940 ft2
Glazing Area 14%
Climate Zone:7 (9922 HDD)
Permit Date:
Construction Site:
209 E. Bleeker St.
Aspen, CO
Owner/Agent:Designer/Contractor:
Permit Number:
Compliance: Passes using UA trade-off
1.1% Better Than Code Maximum UA:1372 Your UA:1357
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Compliance:
Envelope Assemblies 01/08/2018
Revise
REScheck to
include floors
overhanging
areas outside
the thermal
envelope.
Climate Zone:7 (9922 HDD)
Permit Date:
Construction Site:
209 E. Bleeker St.Aspen, CO
Owner/Agent:Designer/Contractor:
Permit Number:
Compliance: Passes using UA trade-off
1.1% Better Than Code Maximum UA:1372 Your UA:1357
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Compliance:
Envelope Assemblies
Assembly
Gross Area
or
Perimeter
Cavity
R-Value
Cont.
R-Value U-Factor UA
Ceiling: Other 4,448 0.020 89
Wall-North: Wood Frame, 24" o.c.2,434 25.0 2.0 0.045 86
Window-North: Wood Frame 528 0.350 185
Wall-East: Wood Frame, 24" o.c.2,923 25.0 2.0 0.045 114
Window-East: Wood Frame 388 0.350 136
Wall-South: Wood Frame, 24" o.c.2,386 25.0 2.0 0.045 88
Window-South: Wood Frame 434 0.350 152
Wall-West: Wood Frame, 24" o.c.2,907 25.0 2.0 0.045 123
Window-West: Wood Frame 163 0.350 57
Floor: Slab-On-Grade (Heated) Insulation depth: 4.0'286 10.0 0.684 195
Basement: Solid Concrete or Masonry Wall height: 10.0'
Depth below grade: 10.0'
Insulation depth: 10.0'
3,482 14.0 5.0 0.038 132
Project Title: Fromm Residence
Data filename:Page 1 of 2
12/13/17Report date:
01/08/2018
All of your slabs
appear to be greater
than 12" below grade,
exempting them from
the energy code;
remove from
REScheck if this is the
case. (2015 IECC
R402.2.10)
Generated by REScheck-Web Software
Compliance Certificate
Project Fromm Residence
Energy Code:2015 IECC
Location:Aspen, Colorado
Construction Type:Single-family
Project Type:New ConstructionConditioned Floor Area:1,940 ft2
Glazing Area 14%
Climate Zone:7 (9922 HDD)
Permit Date:
Construction Site:
209 E. Bleeker St.Aspen, CO
Owner/Agent:Designer/Contractor:
Permit Number:
Compliance: Passes using UA trade-off
1.1% Better Than Code Maximum UA:1372 Your UA:1357
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Compliance:
Envelope Assemblies
Assembly
Gross Area
orPerimeter
CavityR-Value Cont.R-Value U-Factor UA
Ceiling: Other 4,448 0.020 89
Wall-North: Wood Frame, 24" o.c.2,434 25.0 2.0 0.045 86
Window-North: Wood Frame 528 0.350 185
Wall-East: Wood Frame, 24" o.c.2,923 25.0 2.0 0.045 114
Window-East: Wood Frame 388 0.350 136
Wall-South: Wood Frame, 24" o.c.2,386 25.0 2.0 0.045 88
Window-South: Wood Frame 434 0.350 152
Wall-West: Wood Frame, 24" o.c.2,907 25.0 2.0 0.045 123
Window-West: Wood Frame 163 0.350 57
Floor: Slab-On-Grade (Heated) Insulation depth: 4.0'286 10.0 0.684 195
Basement: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 10.0' Insulation depth: 10.0'
3,482 14.0 5.0 0.038 132
Project Title: Fromm Residence
Data filename:Page 1 of 2
12/13/17Report date:
01/08/2018
Complete the
owner/agent and
designer/contractor
sections of the
REScheck.
Signed
Overhanging floor areas have been
updated in REScheck.
Slabs have been removed from
REScheck
Completed sections with as much
information as is available.
06/22/2018
Page: 1
File Name: RESCheck-Fromm.pdf
Subject: PlanCheck
Author: nickt
Color:
Your wall assemblies do not
show R-2 continuous.
Coordinate the REScheck to
match plans. Continuous
insulation is not required if using
REScheck, only if using the
prescriptive path.
Page: 1
File Name: RESCheck-Fromm.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide supporting
documentation showing how you
calculated an overall U-factor of
0.020 for the ceiling in
REScheck. Plans show R-49
cavity insulation (except Roof 1
with R-42) and the inverse of
R-49 is 0.020, however the
overall U-factor calculation must
factor in the thermal bridging of
framing and all assembly
components. Thus entering R-49
cavity vs. U-0.020 'other' are not
equivalent in REScheck.
Page: 1
File Name: RESCheck-Fromm.pdf
Subject: PlanCheck
Author: nickt
Color:
REScheck must pass by at least
2% better than code per
Ordinance 40, 2016.
Page: 2
File Name: RESCheck-Fromm.pdf
Subject: PlanCheck
Author: nickt
Color:
Sign the REScheck
Generated by REScheck-Web Software
Compliance Certificate
Project Fromm Residence
Energy Code:2015 IECC
Location:Aspen, Colorado
Construction Type:Single-family
Project Type:New Construction
Conditioned Floor Area:1,940 ft2
Glazing Area 14%
Climate Zone:7 (9922 HDD)
Permit Date:
Construction Site:
209 E. Bleeker St.Aspen, CO
Owner/Agent:Designer/Contractor:
Permit Number:
Compliance: Passes using UA trade-off
1.1% Better Than Code Maximum UA:1372 Your UA:1357
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Compliance:
Envelope Assemblies
Assembly Gross AreaorPerimeter
CavityR-Value Cont.R-Value U-Factor UA
Ceiling: Other 4,448 0.020 89
Wall-North: Wood Frame, 24" o.c.2,434 25.0 2.0 0.045 86
Window-North: Wood Frame 528 0.350 185
Wall-East: Wood Frame, 24" o.c.2,923 25.0 2.0 0.045 114
Window-East: Wood Frame 388 0.350 136
Wall-South: Wood Frame, 24" o.c.2,386 25.0 2.0 0.045 88
Window-South: Wood Frame 434 0.350 152
Wall-West: Wood Frame, 24" o.c.2,907 25.0 2.0 0.045 123
Window-West: Wood Frame 163 0.350 57
Floor: Slab-On-Grade (Heated)
Insulation depth: 4.0'286 10.0 0.684 195
Basement: Solid Concrete or Masonry Wall height: 10.0'
Depth below grade: 10.0'
Insulation depth: 10.0'
3,482 14.0 5.0 0.038 132
Project Title: Fromm Residence
Data filename:Page 1 of 2
12/13/17Report date:
01/08/2018
Your wall assemblies
do not show R-2
continuous.
Coordinate the
REScheck to match
plans. Continuous
insulation is not
required if using
REScheck, only if
using the prescriptive
path.
Generated by REScheck-Web Software
Compliance Certificate
Project Fromm Residence
Energy Code:2015 IECCLocation:Aspen, ColoradoConstruction Type:Single-family
Project Type:New Construction
Conditioned Floor Area:1,940 ft2
Glazing Area 14%
Climate Zone:7 (9922 HDD)
Permit Date:
Construction Site:209 E. Bleeker St.Aspen, CO
Owner/Agent:Designer/Contractor:
Permit Number:
Compliance: Passes using UA trade-off
1.1% Better Than Code Maximum UA:1372 Your UA:1357
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Compliance:
Envelope Assemblies
Assembly Gross AreaorPerimeter
CavityR-Value Cont.R-Value U-Factor UA
Ceiling: Other 4,448 0.020 89
Wall-North: Wood Frame, 24" o.c.2,434 25.0 2.0 0.045 86
Window-North: Wood Frame 528 0.350 185
Wall-East: Wood Frame, 24" o.c.2,923 25.0 2.0 0.045 114
Window-East: Wood Frame 388 0.350 136
Wall-South: Wood Frame, 24" o.c.2,386 25.0 2.0 0.045 88
Window-South: Wood Frame 434 0.350 152
Wall-West: Wood Frame, 24" o.c.2,907 25.0 2.0 0.045 123
Window-West: Wood Frame 163 0.350 57
Floor: Slab-On-Grade (Heated) Insulation depth: 4.0'286 10.0 0.684 195
Basement: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 10.0' Insulation depth: 10.0'
3,482 14.0 5.0 0.038 132
Project Title: Fromm ResidenceData filename:Page 1 of 212/13/17Report date:
01/08/2018
Provide supporting documentation showing how you
calculated an overall U-factor of 0.020 for the ceiling in
REScheck. Plans show R-49 cavity insulation (except Roof1 with R-42) and the inverse of R-49 is 0.020, however the
overall U-factor calculation must factor in the thermalbridging of framing and all assembly components. Thus
entering R-49 cavity vs. U-0.020 'other' are not equivalent
in REScheck.
Generated by REScheck-Web Software
Compliance Certificate
Project Fromm Residence
Energy Code:2015 IECCLocation:Aspen, ColoradoConstruction Type:Single-familyProject Type:New Construction
Conditioned Floor Area:1,940 ft2
Glazing Area 14%
Climate Zone:7 (9922 HDD)
Permit Date:
Construction Site:209 E. Bleeker St.Aspen, CO
Owner/Agent:Designer/Contractor:
Permit Number:
Compliance: Passes using UA trade-off
1.1% Better Than Code Maximum UA:1372 Your UA:1357
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Compliance:
Envelope Assemblies
Assembly Gross AreaorPerimeter
Cavity
R-Value
Cont.
R-Value U-Factor UA
Ceiling: Other 4,448 0.020 89
Wall-North: Wood Frame, 24" o.c.2,434 25.0 2.0 0.045 86
Window-North: Wood Frame 528 0.350 185
Wall-East: Wood Frame, 24" o.c.2,923 25.0 2.0 0.045 114
Window-East: Wood Frame 388 0.350 136
Wall-South: Wood Frame, 24" o.c.2,386 25.0 2.0 0.045 88
Window-South: Wood Frame 434 0.350 152
Wall-West: Wood Frame, 24" o.c.2,907 25.0 2.0 0.045 123
Window-West: Wood Frame 163 0.350 57
Floor: Slab-On-Grade (Heated) Insulation depth: 4.0'286 10.0 0.684 195
Basement: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 10.0' Insulation depth: 10.0'
3,482 14.0 5.0 0.038 132
Project Title: Fromm Residence
Data filename:Page 1 of 2
12/13/17Report date:
01/08/2018
REScheck must pass by at least 2% better
than code per Ordinance 40, 2016.
Name - Title Signature Date
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and othercalculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements inREScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Project Title: Fromm Residence
Data filename:Page 2 of 2
12/13/17Report date:
01/08/2018
Sign the REScheck
Continuous R-2 required
to meet the 2% or
greater passing
requirement.
Added in additional materials and insulation
shown on Architectural plans. Calculated out
the the % framing of the roof assembly and
adjusted the U-factor accordingly.
REScheck updated to reflect requirement.
06/22/2018