HomeMy WebLinkAboutFile Documents.124 W Hallam St.0025.2017 (8).ARBK0025-2017-ARBK_BuildingComments_1
Page: 1
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide floor plans showing
"gross floor area" as defined by
the 2009 IBC. Include covered
usable outdoor spaces.
A. PERMIT DRAWINGS-ARCHITECTURAL.2017.03.08.pdf (27)
Page: 1
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide an asbestos abatement
clearance letter.
Page: 6
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Operable windows with sill
heights less than 24" above
finish floor and more than 72"
above exterior grade require
window fall protection devices
listed to ASTM F2090 per 2009
IRC R612.3 Provide a spec and
on the plans note all windows
that will require it.
Page: 6
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Note all windows that require
safety glazing on the plans or
window schedule including
windows per 2009 IRC R308.4:
7, 12, 13, 14, 15, 16, 23, 24, 25,
26, 30, 32, 33, 34, 35, 36, 37,
38, 39.
Page: 6
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Windows 23, 24, 25, and 26 are
noted as being existing to
remain. You are placing a
bathtub next to them, requiring
them to be safety glazed per
2009 IRC R308.4. Using a film to
provide the safety glazing is an
acceptable option; provide a
spec.
Provide floor plans showing "gross floor area" as defined
by the 2009 IBC. Include covered usable outdoor spaces.
Provide an asbestos abatement
clearance letter.
Operable windows with sill heights less
than 24" above finish floor and more than
72" above exterior grade require window
fall protection devices listed to ASTM
F2090 per 2009 IRC R612.3 Provide a
spec and on the plans note all windows
that will require it.
Note all windows that require safety
glazing on the plans or window schedule
including windows per 2009 IRC
R308.4:
7, 12, 13, 14, 15, 16, 23, 24, 25, 26, 30,
32, 33, 34, 35, 36, 37, 38, 39.
Windows 23, 24, 25,
and 26 are noted asbeing existing toremain. You areplacing a bathtub nextto them, requiring
them to be safetyglazed per 2009 IRC
R308.4. Using a film toprovide the safety
glazing is anacceptable option;
provide a spec.
SEE NEW SHEET Z-106.00 GROSS
FLOOR AREA WITH GROSS FLOOR
AREAS CALCULATED.
OWNER TO PROVIDE ABATEMENT LETTER.
ALL WINDOWS FALLING UNDER THESE CRITERIA TO HAVE
LIMITER FALL-PROTECTION DEVICES WITH MAX. OPENING 4".
SEE NOTE #12 ON WINDOW SCHEDULE SHEET G-106.00
WINDOWS LISTED TO HAVE TEMPERED SAFETY GLAZING. SEE
WINDOW SCHEDULE NOTE #11 FOR MORE INFORMATION.
WINDOWS LISTED ARE TO BE REPLACEMENT WINDOWS WITH
TEMPERED SAFETY GLAZING OR SAFETY FILM. SEE NOTE #10
ON WINDOW SCHEDULE ON SHEET G-106.00
City of Aspen
Received
06/23/17
Building Department
Page: 12
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a fireplace registration
form and installation instructions
for each fireplace.
Page: 13
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a handrail at the link
stairs (greater than 3 risers).
Page: 13
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide the installation
instructions for the firepit insert.
Include requirements for
clearances to combustibles
including the nearby building and
roof overhang.
Page: 13
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide the finish elevation of
the landings on either side of
each exterior door and the
height of the threshold. (2009
IRC R311)
Page: 15
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide install instructions for
the firepits showing required
clearances to combustibles, then
demonstrate compliance.
Provide a fireplaceregistration form andinstallation instructionsfor each fireplace.
Provide a handrail at
the link stairs (greater
than 3 risers).
Provide the installation
instructions for the
firepit insert. Include
requirements for
clearances to
combustibles including
the nearby building
and roof overhang.
Provide the finishelevation of thelandings on either sideof each exterior doorand the height of thethreshold. (2009 IRCR311)
Provide install
instructions for the
firepits showing
required clearances to
combustibles, then
demonstrate
compliance.
FIREPLACE REGISTRATION FORM PROVIDED
HANDRAIL AT LINK STAIR HAS BEEN DRAWN. SEE SHEET A111.00
NEW EXTERIOR FIREPLACE SPEC. HAS BEEN PROVIDED.
SEE FINISH ELEVATION TAGS ON SHEET A111.00
FIREPIT ON ROOF DECK HAS BEEN REMOVED. SEE SCHEDULE
City of Aspen
Received
06/23/17
Building Department
Page: 15
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: Snow stops
Author: nickt
Color:
Provide snow stops at all
locations where roofs could shed
snow onto walkways, stairs,
alleys, decks, exits, utilities, or
adjacent properties per
Ordinance 30, 2011.
Page: 15
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: secondary drains
Author: nickt
Color:
Provide primary and secondary
drains from all flat roofs,
including the green roofs and
exterior stair landing. Secondary
drainage must be above the
primary drain inlet but below
window and door thresholds.
Show the location of the
secondary drain terminations
which must be above grade in a
location that would be observed
by occupants. 2009 IPC 1107
Page: 19
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Is this where door 107 goes?
Page: 28
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
The portion of basement wall
exposed at the window well
needs the R-15 insulation or
enter it in REScheck with 0
insulation as you have it
currently drawn on 2/A500.
Though it really ought to have
insulation. Please avoid cold
bridges.
Page: 29
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
R-46 min at the slab on grade in
the basement? You mean R-10?
Provide snow stops at all locations where roofs could
shed snow onto walkways, stairs, alleys, decks, exits,
utilities, or adjacent properties per Ordinance 30,
2011.
Provide primary and
secondary drains from all flat
roofs, including the green
roofs and exterior stair
landing. Secondary drainage
must be above the primary
drain inlet but below window
and door thresholds. Show
the location of the secondary
drain terminations which must
be above grade in a location
that would be observed by
occupants. 2009 IPC 1107
Is this where door 107
goes?
The portion ofbasement wallexposed at the
window well needs the
R-15 insulation or
enter it in REScheckwith 0 insulation asyou have it currentlydrawn on 2/A500.Though it really ought
to have insulation.
Please avoid cold
bridges.
R-46 min at the slab
on grade in the
basement? You mean
R-10?
SEE ROOF PLAN SHEET A113.00. SNOW STOPS HAVE BEEN
ADDED ABOVE AREAS WHERE SNOW COULD SHED TO
WALKWAYS, STAIRS, DECKS ETC
SEE NOTES ON ROOF PLAN SHEET A113.00. PRIMARY AND
SECONDARY ROOF DRAINS TO BE PROVIDED PER 2009 IRC
CODE. SEE CIVIL DRAWINGS
SEE DOOR 107 DRAWN ON SHEET A300.00
BASEMENT WALL TO HAVE R-15 INSULATION. SEE SHEET
A500.00
NOTE HAS BEEN CHANGED FROM R-46 TO R-10
City of Aspen
Received
06/23/17
Building Department
Page: 29
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Is the shake roof truly existing to
remain? If it is disturbed or
replaced, it must be replaced
with a Class B roof assembly.
(Ord 31, 2011)
Page: 29
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
The section of wall shown on
4/A610 has no insulation. Enter
it in REScheck as having 0
insulation or revise plans and
REScheck to match.
Page: 31
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Glass guard must resist 200lb
point load and be safety glazed.
Page: 32
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
The tops of your basement wall
must have insulation matching
REScheck or revise REScheck
to show 0 insulation for this
portion of wall.
Page: 37
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Detail 1/A620 is lacking
waterproofing and flashing.
Revise.
Is the shake roof truly
existing to remain? If it
is disturbed or
replaced, it must be
replaced with a Class
B roof assembly. (Ord
31, 2011)
The section of wall
shown on 4/A610 has
no insulation. Enter it
in REScheck as
having 0 insulation or
revise plans and
REScheck to match.
Glass guard must
resist 200lb point load
and be safety glazed.
The tops of your
basement wall must
have insulation
matching REScheck
or revise REScheck to
show 0 insulation for
this portion of wall.
Detail 1/A620 is
lacking waterproofing
and flashing. Revise.
SEE EXTERIOR DETAIL 6 / A610.00; CEDAR SHAKE SHINGLES TO BE REPLACED WITH CEDAR SHINGLES
(CUT) FIRE-TREATED. DEN DECK, 1-HR RATED SHEATHING AND BUILDING PAPER TO BE USED
TO ACHIEVE CLASS B ROOF ASSEMBLY.
BASEMENT WALL TO HAVE INSULATION VALUES CALCULATED ON
RESCHECK. DRAWINGS REVISED AND BUBBLED.
GLASS GUARDRAILS TO BE SET IN PROPRIETARY GLASS 'SHOE' PRODUCT AND BE DESIGNED BY
STRUCTURAL ENGINEER TO RESIST 200LB POINT LOAD. GLASS TO BE LAMINATED TEMPERED GLASS,
9/16". SEE LETTER FROM STRUCTURAL ENG.
BASEMENT WALL TO HAVE INSULATION VALUES CALCULATED ON
RESCHECK. DRAWINGS REVISED AND BUBBLED.
DETAIL 1/A620.00 REVISED TO HAVE WATERPROOFING AND CUSTOM SILL PAN. SEE SHEET
City of Aspen
Received
06/23/17
Building Department
Page: 37
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
The waterproofing membrane at
7/A620 does not extend high
enough to protect the structure
from water intrusion.
Page: 41
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
One of the handrails must be
continuous for the full flight of
stairs. Revise 1/A701
Page: 42
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
An elevator permit will be
required through NWCOGG.
Page: 43
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a spec on the skylight.
Must be laminated with a
minimum 0.03" pvb interlayer
(2009 IRC R308.6).
Page: 46
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: Glass Guards
Author: nickt
Color:
Provide a detail on the glass
guard connections. Must support
a 200 lb point load. 2009 IRC
R309.
The waterproofing
membrane at 7/A620
does not extend high
enough to protect the
structure from water
intrusion.
One of the handrails
must be continuous for
the full flight of stairs.
Revise 1/A701
An elevator permit will
be required through
NWCOGG.
Provide a spec on theskylight. Must belaminated with aminimum 0.03" pvb
interlayer (2009 IRC
R308.6).
Provide a detail on the
glass guard connections.
Must support a 200 lb
point load. 2009 IRC
R309.
DETAIL HAS BEEN REVISED FOR ADEQUATE WATERPROOFING PROTECTION
PERMIT WILL BE REQUIRED. SEE NOTE ON SHEET A705.00
REVISED. SEE SHEET A113.00
GLASS GUARDRAILS TO BE SET IN PROPRIETARY GLASS 'SHOE' PRODUCT AND BE DESIGNED BY
STRUCTURAL ENGINEER TO RESIST 200LB POINT LOAD. NO LONGER A WALL-TO-WALL SPAN.
GLASS TO BE LAMINATED TEMPERED GLASS, 9/16". SEE LETTER FROM STRUCTURAL ENG.
SPEC SHEET INCLUDED FOR FULL SKYLIGHT SPECS.
LAMINATED GLASS; TWO LITES INTERLEAVED W/ PVB OF 0.030"
-SKYLIGHT SPEC DOCUMENT INCLUDED IN ARCH FOLDER
City of Aspen
Received
06/23/17
Building Department
Page: 46
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Dimension the opening size of
the open risers on detail 3/A720.
Must be less than 4".
Page: 47
File Name: A. PERMIT
DRAWINGS-ARCHITECTURAL.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a complete fireplace
registration form and installation
instructions for all fireplaces.
Page: 1
File Name: D. STRUCTURAL DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise the special inspection
program to include the
permanent micropiles.
D. STRUCTURAL DRAWINGS.2017.03.08.pdf (3)
Page: 1
File Name: D. STRUCTURAL DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a signed special
inspection agreement form for
the items listed in the special
inspection program including the
following:
-Structural steel welding: Field &
Shop
-High strength bolting
-Permanent micropiles
Page: 14
File Name: D. STRUCTURAL DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide design drawings of the
permanent micropiles. Minimum
factor of safety should be 2.
(2009 IBC 1810.3.3.1.7).
Dimension the
opening size of the
open risers on detail
3/A720. Must be less
than 4".
Provide a complete fireplace registration form
and installation instructions for all fireplaces.
1S101
1S101
S1011
REFERENCEXXX' - YY"
00
YY"
CXBPX
xxK
F?XX'-XX"
S S
*CIP CONCRETE SHO
XX'-YY"
RL SIZE
e with addition with two levelst of both isolated and stripaming with wood infill, andms are wood shear walls.stem designed by specialty
Contractor is responsible for alltions as well as for all material
ectural drawings on the project
tion of this project withoutcal documents. be deficiencies, omissions,ght to the attention of theshall be issued before affected
and explicitly in writing of anyt documents. Contractor shallnts by virtue of the Structuralss the Contractor has clearly andy deviations or substitutions at
ered approximate and shall be fieldial.rchitect/Engineer.on or rehabilitation of an existingng existing conditions, the if any existing condition deviates
ng materials or proceeding withal Engineer shall be informed instruction.any existing structural elementse the function of an existingmination of its function will be
programs and precautions
sons and property either on ormage, or loss.al materials are solely the
on of construction of the projectntractor is responsible for means,the structure to support loadsporary bracing, shoring, and/or
hall be made in any structural
he structural drawings. Refer to
are not located nor dimensionedte such locations and
ings and submit for review.ceptance and shall be specifically
ngs, and details with the
Wind Loading
Basic Wind Speed 115 MPH
Exposure Category B
GCpi 0.18
Wind Base Shear
7.6 K / 17.3 K
Wind Design Pressure Components & Cladding 50sqft
East-West
North-South
Seismic Loading
1.0
Mapped Spectral Response Acceleration
Seismic Importance Factor, Ie
0.314Ss
0.082S1
DSite Class
Spectral Response Coefficients
0.324Sds
0.131Sd1
BSeismic Design Category
Light Frame Wood Shear WallsBasic Seismic Force Resisting System
6.5Response Modification Factor, R
0.050Seismic Response Coefficient, Cs
Equivalent Lateral Force AnalysisAnalysis Procedure Used
Seismic Base Shear
4.2 K / 5.1 KEast/West
North/South
Snow Loading
100 PSFGround Snow Load, Pg
70 PSFMinimum Flat Roof Snow Load, Pf
1.0Importance Factor, Is
BTerrain Category
1.0Exposure Factor, Ce
1.0Thermal Factor, Ct
1.0 TYP, 0.69 at victorian11:12 pitchSlope Factor, Cs
Live Loads and Superimposed Dead Loads
Foundations
(Note 2)
(Notes 3,4,6)
(Notes 5,6)
Local Jurisdiction: City of Aspen
Building Code: 2015 International Building Code
Geotechnical Engineer Information: Steven L. Pawlak and PE# 15222
-16.6 PSFInterior Roof Zone (Zone 1)
-19.7 PSFRoof End Zone (Zone 2)
-19.7 PSFCorner Roof Zone (Zone 3)
-18.4 PSFInterior Wall Zone (Zone 4)
-21.2 PSFWall End Zone (Zone 5)
STRUCTURAL DESIGN CRITERIA
Building Category: II
20sqft
-17.8 PSF
-21.0 PSF
-21.0 PSF
-19.5 PSF
-23.5 PSF
100sqft
-16.0 PSF
-18.8 PSF
-18.8 PSF
-17.6 PSF
-19.5 PSF
(Note 1)
Addition / Victorian
12.2 K / 11.5 K
Addition / Victorian
4.2 K / 5.1 K
SPECIAL INSPECTION1. Special inspection and testing shall be performed as required by the local jurisdiction, thebuilding code and the construction documents. See quality assurance section of the generalnotes.2. Coordinate and schedule inspection and testing prior to the start of work requiringinspection and testing while providing special inspection reasonable notice.3. All deficiencies shall be corrected for acceptance by the testing agency.4. Inspections performed by the local jurisdiction do not replace inspection or testing requiredby the owners testing agency.5. Special inspection and testing is required for the items shown in the special inspections and
SPECIAL INSPECTIONS AND TESTING
ClassCategory/Material
X
54321Component/Work
Footing Soil Bearing Material
Soils andFoundationsXSlab-on-Grade Subgrade Material
XXXCompaction
X
XX
XX
XX
XX
Formwork Installation
Reinforcing Placement
Steel Embeds
Cast Embedded Anchors
Concrete Strength, Slump, Temperature, and Air Content
X
X
XX
Concrete Placement
Concrete Curing
Post-Installed AnchorsCast-in-Place ConcreteX
XXFabrication Facility
XXStructural Steel Erection
XXConnection Erection and AssemblyPretensioned and Slip Critical Bolts/Joints Using Turn-of-Nut without Matchmarking or Calibrated WrenchMethods of Installation
XXXSingle Pass Fillet Welds 5/16" or Less
All Other Welds Including Complete and PartialPenetration Groove Welds
XXDeck Placement and Attachment
XXX
XXX
Structural SteelX
Steel Decking
NOTES:1. Special inspection and testing are to conform to chapter 17 of the IBC and the local buildingdepartment.2. Unless noted as continuous inspection, all inspections are periodic. Periodic inspection is defined aspart-time or intermittent inspection of the work. It is the Special Inspector's responsibility to determineand coordinate the frequency and duration of the inspection relative to the Contractor's schedule andsequencing of the work in order to meet the inspection and reporting requirements.3. Class 1: Inspection verification of size, location, quantity, and tolerance.4. Class 2: Inspection and testing verification of strength, grade, classification, quality, density,proportions, and manufacturers certified test reports.5. Class 3: Continuous inspection and verification of operations and conditions.6. Class 4: Audit and inspection of fabrication facility's quality control program, and collection of facilitiesrecords during the course of fabrication for Class 2 and 3 inspections and testing.7. Class 5: Verification of certifications
X
XXConnection Erection and Assembly
Pretensioned and Slip Critical Bolts/Joints Using Turn-of-Nut without Matchmarking or Calibrated WrenchMethods of Installation
XXXSingle Pass Fillet Welds 5/16" or LessAll Other Welds Including Complete and PartialPenetration Groove Welds
XXX
XXX XFabricationErectionXXVerification of mix design use on site (prior to placement)
ABBREVIATIONS
L lengthLAT lateralLBS poundsLLH long leg horizontalLLV long leg verticalLONG longitudinalLSL laminated strand lumberLVL laminated veneer lumberLW, LWT lightweight
MAS masonryMAX maximumMECH mechanicalMFR manufacturerMIN minimumMTL metal
(N) new constructionNo NumberNOM nominalNS near sideNW, NWT normal weight
OC on centerOF outside faceOH opposite handOPNG opening
PAF powder acutuated fastenerPC precastPERP perpendicularPERT pre-engineered roof trussPJP partial joint penetrationPL, H platePLF pounds per lineal footPSL parallel strand lumberPT post-tensioningPT pressure treated
RE: referenceREINF reinforcementREQD requiredRET retaining
SC slip criticalSCHED scheduleSCL structural composite lumberSIP structural insulated panelSOG slab on gradeSPA spacingSTFNR stiffenerSTL steelSUBFLR subfloor
T/, TOx top of (S=slab, C=conc, etc)THK thicknessTL transfer loadTRAN transverseTYP typical
UNO unless noted otherwise
VERT verticalVIF verify in field
W widthWP work pointWWF welded wire fabric
ABBREVIATIONS
AB anchor boltADDNL additionalAFF above finish floorALT alternateARCH architectural
BLDG buildingBM beamBOT, B/, BOx bottom of (S=slab, C=conc, etc)BRG bearingBS both sidesBTWN between
CFS cold-formed steelCIP cast-in-placeCJ construction / control jointCJP complete joint penetrationCLR clearCMU concrete masonry unitCOL columnCONC concreteCONN connectionCONST constructionCONT continuous
D depthDIA, K diameterDIM dimensionDK deckDTL detailDWGS drawingsDWL dowel
(E) existing constructionEA eachEF each faceEJ expansion jointELEV elevationEOx edge of (S=slab, C=conc, etc)EW each wayEXP expansionEXT exterior
FDN foundationFLR floorFOx face of (S=slab, C=conc, etc)FS far sideFTG footing
GA gageGB grade beamGC general contractorGEN generalGLB glulam
HAS headed anchor studHDG hot dip galvanizeHDR headerHK hookHORIZ horizontal
IF inside faceINT interior
JST joistJT joint
KIP, K 1000 poundsKLF 1000 pounds per lineal foot
Revise the specialinspection program toinclude the permanentmicropiles.
quired
ns and
s, etc) via
awings
mensions
nts via
UNO unless noted otherwise
VERT vertical
VIF verify in field
W width
WP work point
WWF welded wire fabric
IF inside face
INT interior
JST joist
JT joint
KIP, K 1000 pounds
KLF 1000 pounds per lineal foot
Provide a signed special inspection agreement form for the
items listed in the special inspection program including the
following:
-Structural steel welding: Field & Shop
-High strength bolting
-Permanent micropiles
MICROPILE SHORINGSYSTEM BY OTHERS1 1/2"Provide design
drawings of the
permanent micropiles.
Minimum factor of
safety should be 2.
(2009 IBC
1810.3.3.1.7).
SEE REVISED DETAIL ON SHEET A720.00. OPEN RISER TO BE 4" OR LESS
FIREPLACE REGISTRATION FORM WAS PROVIDED AT INITIAL PERMIT SUBMISSION. FORM IS INCLUDED
IN RE-SUBMISSION PACKAGE AND INSTALLATION INSTRUCTIONS INCLUDED.
INSPECTION OF MICROPILES HAS BEEN ADDED TO SPECIAL INSPECTION SCHEDULE
THIS FORM HAS BEEN PROVIDED, SIGNED
DESIGN OF MICROPILES IS TO BE PROVIDED BY OTHERS
COMMENTS IN BLUE FROM CONSULTANTS (KL&A)
City of Aspen
Received
06/23/17
Building Department
Page: 1
File Name: F. MECHANICAL DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Underground ductwork must
comply with 2009 IMC 603.8,
including the following:
-Ducts must have a protective
coating or be completely
encased in 2" of concrete.
-Ducts must drain at 1/8" per foot
minimum slope to a point
provided with access.
Show and demonstrate all of this
on the plans.
F. MECHANICAL DRAWINGS.2017.03.08.pdf (7)
Page: 2
File Name: F. MECHANICAL DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Show dryer duct vent routing
and terminations. If there are two
dryers as shown on the
architecturals, you must provide
makeup air per 2009 IMC 504.5.
Page: 2
File Name: F. MECHANICAL DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Show ducting and termination
locations for exhaust fans.
Page: 2
File Name: F. MECHANICAL DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide access to exhaust fan 5.
Page: 3
File Name: F. MECHANICAL DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Show location of exhaust fan
terminations.
Underground ductwork
must comply with 2009
IMC 603.8, including
the following:
-Ducts must have a
protective coating or
be completely encased
in 2" of concrete.
-Ducts must drain at
1/8" per foot minimum
slope to a point
provided with access.
Show and demonstrate
all of this on the plans.
Show dryer duct ventrouting and
terminations. If there
are two dryers asshown on the
architecturals, you
must provide makeupair per 2009 IMC504.5.
Show ducting andtermination locationsfor exhaust fans.
Provide access to
exhaust fan 5.
Show location ofexhaust fanterminations.
COMMENTS IN BLUE FROM CONSULTANTS (BURGGRAAF ASSOCIATES)
SEE PERMIT RESPONSE LETTER ATTACHED FOR RESPONSES
TO ALL MECHANICAL DRAWINGS COMMENTS
City of Aspen
Received
06/23/17
Building Department
Page: 3
File Name: F. MECHANICAL DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Show the kitchen hood and the
exhaust termination.
Page: 7
File Name: F. MECHANICAL DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide the following:
-Equipment schedules.
-HVAC equipment selection size.
-Cut sheets for all HVAC
equipment.
-Winter/summer indoor/outdoor
design temperatures
1.Winter indoor temp may not be
above 72 deg F (2009 IECC
302.1)
2.Winter indoor temp may not be
below 68 deg F (2009 IRC
R303.8)
3.Summer indoor temp may not
be below 75 deg F (2009 IECC
302.1)
4.Summer outdoor design temp:
82 deg F (Ordinance 30, 2011)
5.Winter outdoor design temp:
-15 deg F (Ordinance 30, 2011)
g.Design air leakage rate in
CFM.
-Heating and cooling loads. Must
be based on insulation values
matching the REScheck. Show
calculations for all cooling and
for all heating including space,
DHW, snowmelt, etc; should
match equipment selection
BTUs unless the equipment is
capable of modulating.
-Dryer duct length and CFM.
Makeup air if combined dryer
exhaust is over 200 CFM.
-Whole house mechanical
ventilation system per Ordinance
31, 2011.
-Location of all exterior intakes
and exhausts with dimensions to
intakes, openings, and property
lines.
Page: [11] E-0.1 Electrical & Lighting Systems General Notes
& Legend
File Name: G. ELECTRICAL DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
A minimum of 50% of all lamps
installed in permanent light
fixtures must be high efficacy.
Note this requirement on the
plans. (2009 IECC 404.1 &
505.1)
G. ELECTRICAL DRAWINGS.2017.03.08.pdf (1)
Show the kitchen hood
and the exhaust
termination.
Provide the following:
-Equipment schedules.
-HVAC equipment selection size.
-Cut sheets for all HVAC equipment.
-Winter/summer indoor/outdoor design temperatures
1.Winter indoor temp may not be above 72 deg F (2009 IECC 302.1)
2.Winter indoor temp may not be below 68 deg F (2009 IRC R303.8)
3.Summer indoor temp may not be below 75 deg F (2009 IECC 302.1)
4.Summer outdoor design temp: 82 deg F (Ordinance 30, 2011)
5.Winter outdoor design temp: -15 deg F (Ordinance 30, 2011)
g.Design air leakage rate in CFM.
-Heating and cooling loads. Must be based on insulation values matching the
REScheck. Show calculations for all cooling and for all heating including space, DHW,
snowmelt, etc; should match equipment selection BTUs unless the equipment is
capable of modulating.
-Dryer duct length and CFM. Makeup air if combined dryer exhaust is over 200 CFM.
-Whole house mechanical ventilation system per Ordinance 31, 2011.
-Location of all exterior intakes and exhausts with dimensions to intakes, openings, and
property lines.308 N FIRST STElectrica Gene
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er
neering Partners
Planmation
Pair
ons Bonding Backboneommunicationsons Grounding Busbarons Industry Association
ons Main Grounding Busbar
Noted
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℄
GENERAL INFO
CENTER LINE
MODELMANUF
LAMP
Re
4/12/20
A minimum of 50% ofall lamps installed inpermanent lightfixtures must be highefficacy. Note thisrequirement on theplans. (2009 IECC404.1 & 505.1)
City of Aspen
Received
06/23/17
Building Department
Page: 7
File Name: H. LANDSCAPE DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide a 2009 REMP
worksheet for the snowmelt and
solar. Provide specs on the PV
system including panel wattage,
orientation, tilt, and inverter
wattage.
H. LANDSCAPE DRAWINGS.2017.03.08.pdf (2)
Page: 7
File Name: H. LANDSCAPE DRAWINGS.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise the landscape snowmelt
totals and areas to match the
mechanicals. Or, delete the
snowmelt sheet from the
landscapes and only use the
mechanicals.
Page: 1
File Name: IBC BLDG DESCRIPTION FORM.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide an IRC building
description form
IBC BLDG DESCRIPTION FORM.2017.03.08.pdf (1)
Page: 5
File Name: REScheck-SIGNED.2017.03.08.pdf
Subject: PlanCheck
Author: nickt
Color:
The basement walls should be
entered as basements in
rescheck (choose basement
instead of wall).
REScheck-SIGNED.2017.03.08.pdf (1)
Provide a 2009 REMP worksheet for the snowmelt and
solar. Provide specs on the PV system including panel
wattage, orientation, tilt, and inverter wattage.
Revise the landscape
snowmelt totals and
areas to match the
mechanicals. Or,
delete the snowmelt
sheet from the
landscapes and only
use the mechanicals.
MAST
CHAN
CHAN
CHAN
Description Form - IBC
cation:
Provide an IRC
building description
form
The basement wallsshould be entered asbasements inrescheck (choosebasement instead ofwall).
FORM WAS PROVIDED AT INTIAL PERMIT SUBMISSION. FORM IS INCLUDED
IN RE-SUBMISSION PACKAGE
City of Aspen
Received
06/23/17
Building Department