HomeMy WebLinkAboutFile Documents.834 W Hallam St.0010.2018 (19).ARBK834 W Hallam_BuildingComments_3
Page Label: A-09 PROPOSED MAIN LEVEL ACESIBILITY
File Name: CompletePermitSetClarification2.834Hallam.2018.
05.pdf
Author: bonniem
Subject: PlanCheck
Color:
Finish floor elevation difference
is greater 3/4". Provide a door
threshold detail showing
compliance with 1010.1.7
CompletePermitSetClarification2.834Hallam.2018.05.pdf (4)
Page Label: A-503 EXTERIOR ONSTRUCTION DETAILS
File Name: CompletePermitSetClarification2.834Hallam.2018.
05.pdf
Author: bonniem
Subject: PlanCheck
Color:
The 1 hour walls and ceilings at
the trash enclosures are fire
barriers per 707.3.7
The fire barrier must
be continuous to the underside
of the floor sheathing above.
Page Label: A-503 EXTERIOR ONSTRUCTION DETAILS
File Name: CompletePermitSetClarification2.834Hallam.2018.
05.pdf
Author: bonniem
Subject: PlanCheck
Color:
The 1 hour assembly ends at the
ceiling and needs to extend to
the sheathing above.
Page Label: S-400 DETAILS
File Name: CompletePermitSetClarification2.834Hallam.2018.
05.pdf
Author: bonniem
Subject: PlanCheck
Color:
This detail does not allow for the
fire barrier to be extend to the
floor sheathing. Obtaining a
continuous fire barrier around
the trash enclosure looks to be
almost impossible with the
current framing layout. 707.5
Page Label: P.6.01 WASTE & VENT PIPING ISOMETRICS
File Name: plumbing plans.pdf
Author: bonniem
Subject: PlanCheck
Color:
Plumbing isometrics still show all
levels draining to the sump.
Revise to show levels above
grade draining to gravity. 2015
IPC 712.1
plumbing plans.pdf (1)
T.O. CONC98'-0"
T.O. CONC98'-0"
T.O. SLAB98'-1"
T.O. SLAB98'-1"
ACCESS AISLE
SETBACK LINE
GE
4
ACCESSIBLE VAN 96" MIN WIDTH PER
ANSI 502.2
ACCESS AISLE 96" MIN WIDTH PER
ANSI 502.2
66
67
68
69
70
71
EXTERIO
SNOW ST
PAINTED
HISTORIC
COLUMN
ORNAME
FRONT P
WOOD FR
REPLICAT
HARDSCA
BE FLOAT
Finish floor elevation
difference is greater
3/4". Provide a door
threshold detail
showing compliance
with 1010.1.7
A-503
EXTERIOR
CONSTRUCTION DETAILS
9
W-10
R-4
CONCRETE TOPPING REF STRUCT
TOP PLATE
SILL PLATE
FIRE-RATED CAULK
W-9
F-3
W-6
F-7
TOP PLATE
SILL PLATE
SIMPSON DRYWALL HANGER
FIRE-RATED CAULK
BLOCKING
LEDGER PER STRUCT.
RIM BOARD PER STUCT.
FIRE-RATED CAULK
F-2
W-10
TOP PLATE
MEMBER REF STRUCT
MEMBER REF STRUCTW-8
F-2
OP PLATE
ED CAULK
2"= 1'-0"
TRASH ENCLOSURE LOWER
SCALE: 1 1/2"= 1'-0"13 FR. TRASH ENCLOSURE UPPER
SCALE: 1 1/2"= 1'-0"17 F.R. TYP STAGGERED WALLS
2"= 1'-0"
TYP DEMISING WALL
The 1 hour walls and
ceilings at the trash
enclosures are fire
barriers per 707.3.7
The fire barrier must
be continuous to the
underside of the floor
sheathing above.
F-3
W-6
SILL PLATE
BLOCKING
LEDGER PER STRUCT.
FIRE-RATED CAULK
STAGGERED WALLS
The 1 hour assembly
ends at the ceiling and
needs to extend to the
sheathing above.
WALL EDGE NAILING
WALL EDGE NAILING
G
FLOOR SHEATHING
WOOD I-JOIST
LVL RIM BOARD, ATTACHW/ SIMPSON A35 CLIPS,RE: SHEAR WALL SCHEDULEFOR SPACING OR 48"OC MAX
T/SHEATHING
3
FLOOR SHEATHING
WOOD I-JOIST
FULL HEIGHT BLOCKING FOR(1) BAY @32"OC, ATTACHSHEATHING W/ (3)8d NAILS
STUB 2x STUD WALL
2x STUD WALL
LVL RIM BOARD, ATTACH W/SIMPSON A35 CLIPS @32"OC
FLOOR EDGE NAILING
FLOOR SHEATHING
WOOD I-JOIST
FULL HEIGHT BLOCKING FOR(1) BAY @32"OC, ATTACHSHEATHING W/ (3)8d NAILS
T/SHEATHING
T/SHEATHING
CONT LVL RIM BOARD, ATTACHW/ SIMPSON A35 CLIPS,RE: SHEAR WALL SCHEDULEFOR SPACING OR @32"OC
GRID
H
FLOOR SHEATHING
FLOOR EDGE NAILING
FLOOR EDGE NAILING
2x BLOCKINGBETWEEN JOISTS,ATTACH W/ 10d@6"OC
WALL EDGE NAILING
2x STUD WALL
T/SHEATHING
WOOD I-JOIST
JOIST HANGER
LVL JOIST
JOIST HANGER
LVL BEAM
2x STUD WALL
SIMPSON H3 CLIP,(1) EA JOIST
NG
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1" = 1'-0"4 FLOOR FR
1" = 1'-0"5 FLOOR FR
1" = 1'-0"7 FLOOR FRAMING DETAIL
1" = 1'-0"8 DECK FRAMING DETAIL
This detail does not
allow for the fire
barrier to be extend to
the floor sheathing.
Obtaining a
continuous fire barrier
around the trash
enclosure looks to be
almost impossible with
the current framing
layout. 707.5
WC-1
LV-1
SH-1
SP-1
SH-1
WC-1
LV-1
FCO
KS-1
WC-1
LL
ML
LL
ML
SH-1
LV-1
LL
ML
SH-1
WC-1
SH-1
WC-1
LV-1
FCO
LV-1SH-1
LL
WC-1
ML
2nd
SH-1
LL
ML
ML
LL
ML
LL
ML
LL
CWB
KS-1
ML
CWB
LV-1
WC-1
FCO
LV-1
WC-1
FCO
LV-1
SH-1
KS-1
ML
ML
LL
LV-1 WC-1
SH-1
WC-1
LV-1
KS-1
LL
ML
LL
COTG
WC-1
FCO
LV-1
SH-1
ML
WC-1
LV-1
ML
LL
LL
LL
LL
LL
LV-1
WC-1
SH-1
KS-1
2nd
2nd
2nd
2nd
LLFCO
LV-1
WC-1
SH-1
ML
2nd
2nd
LL
ML
CWB
KS-1
LL
ML
LL
ML
CWB
2nd
2nd
2nd
2nd
2nd
LL
LL
LL
LL
2nd
2nd
2nd
2nd
LL
CWB
2nd
2nd
2nd
2nd
2nd
Waste & Vent Piping Isometric
NO SCALE
112"
4"
2"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
112"
112"
112"
112"
2"112"
112"
112"
112"
112"
112"
112"
112"
112"
112"
112"
112"
112"
112"
112"
112"
112"
112"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"2"
2"
2"
2"
4"
4"
2"
2"2"
4"
6"
6"
6"
6"
4"
4"
4"
4"
112"
112"
112"
112"112"
3" VTR 3" VTR
3" VTR
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
4"
4"
4"
2"
2"
2"
2"
2"
2"
112"
3" VTR
2"
2"
2"
2"
2"
2"4"
4"
4"4"
4"
4"
4"
2"
2"4"
4"
2"
2"112"
4"
112"
4"
4"
2"
2"
4"
3" VTR
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
SEE UNIT 105 PARTIALWASTE & VENT PIPING
ISOMETRIC
2"
LV-1
WC-1
SH-1
CWB KS-1
3rd
3rd
3rd
3rd
3rd
3" VTR
2nd
Unit 105 Partial Waste
NO SCALE
& Vent Piping Isometric3"3"
2"
4"
2"
2"
4"
4"
112"
112"2"
112"
2"
2"
2"
2"
2"
112"
3" VTR
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
112"
2"
2"
2"
2"
2"
2"
2"
2"4"
2"
4"4"
112"
112"
2"
2"
2"
2"
112"
4"
4"
4"
4"
2"
4"
2"
112"
2"
4"
2"
112"
2"
2"
4"
SHEET NUMBER:
DRAWN BY:
CHECKED BY:
PROJECT MANAGER:
SHEET TITLE:
SEAL:
NO.ISSUE DATE
PROJECT NUMBER:
SCALE:
of
PO BOX 810825A CHAMBERS AVENUEEAGLE, CO 81631800.543.9365www.randhmechanical.com
170915-01
BW
ajs
BW
AS NOTED
Permit Documents
To
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11 BID DOC 10/19/2017
NO.REVISIONS DATE
CITY STAMPS:
12 PERMIT DRAWINGS 11/20/2017
PEAK DESIGN GROUP LLC1338 GRAND AVE NO315GLENWOOD SPRINGS CO 81601970-688-0102www.peakdesign.org
3 PERMIT DRAWINGS MODS 11/20/2017
7 8P.6.01
WASTE & VENT PIPINGISOMETRICS
Plumbing isometricsstill show all levelsdraining to the sump. Revise to show levelsabove grade drainingto gravity. 2015 IPC712.1
FP Response: Drainage revised to show
levels above grade draining to gravity.
REF P.6.01.
FP Response: Finish floor thickness has
been reduced, revising elevations from
98'-1" to 98'-3/4", making the difference
no greater than 3/4". REF Architectural
Detail 23: A-503.
FP Response: The construction detail has
been revised to include a continuous fire
barrier to the underside of sheathing. REF
Architectural Detail 13: A-503 & Structural
Details 5 & 7: S-400.
FP Response: The floor framing layout
has been revised to allow a continous
fire barrier around the trash enclosure.
REF Structural Details 5 & 7: S-400.
FP Response: The construction detail has
been revised to include a continuous fire
barrier to the underside of sheathing. REF
Architectural Detail 13: A-503 & Structural
Details 5 & 7: S-400.
07/20/2018