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Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
Prepared for:
Prepared by:
Research Team:
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
2.1 2.2 2.3
Structural Composite Floor Assemblies Dry Floor Assemblies (No Wet Trades Required) Wall Assemblies
3.1 3.2 3.3
CLT Process MPP Process Results
4.1 4.2 4.3
CLT Process MPP Process Results
5.1
Acknowledgments
6.1 6.2 6.3 6.4 6.5 6.6
Prevailing Codes and Standards
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
3
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
STRUCTURAL COMPOSITE ASSEMBLIES FOR LAB TESTING STRUCTURAL COMPOSITE ASSEMBLIES FOR LAB TESTING
F01
F02
F03
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
DRY FLOOR ASSEMBLIES FOR LAB TESTING
F04
F05
F06
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
WALL ASSEMBLY FOR LAB TESTING
W07
W08
W09
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
Above: calibrated impact sound generator
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
securing joint. Note the size of door opening and the need for a joint in
Credit for all images on this page:
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
Credit for all images on this page:
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
assembling the layers of the dry
Credit for all images on this page:
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
of assembling the structural
Credit for all images on this page:
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
structural composite assembly build up. Credit for all images on this page: Dale
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
6 5 4 3
2
1
0
9 8 4
7
7
3
3
1
1
2
1
F04 CLT MPP
6 5 4
1
F01 CLT MPP
F03 CLT MPP
F05 CLT MPP
F06 CLT MPP
10 20
19
22 26
26
dB
30
37
40 43
45
50
49
49
60
59
STC
70 Mass per unit area (kg/m2) 94.0
89.6
175
156
IIC
2 3 4 5 6 7 8 9
CLT
236.1 233.4
Overall assembly thickness (mm) 1
52
232
213
54
51
53
55
60
MPP
273.3 274.7 306
54
46
287
67 169.8 164.0 287
268
66
160.4 154.7 295
273
Mass timber panel, 6-7/8” 5-lam CLT or 6-1/8” MPP, single half-lap joint in direction of span 2-1/4” concrete slab @ 145 pcf density, #3 rebar, 6” o.c. in span direction, 12” o.c. perpendicular to span, 8mm x 220mm shear fastener, 12” o.c. field spacing @ 45º 1” acoustic underlayment, install in opposing direction to flooring 5/8” OSB, 2 layers, glued & nailed, stagger seams, adhere with construction adhesive 1/8” acoustic underlayment 6-1/2” x 1/2” random length engineered pine floating floor, T&G, sanded, oiled 1/2” cement board, 3 layers, stagger seams, adhere with construction adhesive 3/8” 8lb carpet pad 1/2” pile nylon carpet, 97.5 oz/sq.yd face weight
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
Below:
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
lab, sealing in test opening and assembly build up. Credit for all images on this
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
lab, installing and sealing in test opening and assembly build up. Credit for all images on this
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
37 45
2 3 4 5 6
0
10
20
30
dB
40
50
60
70
Mass timber panel, 6-7/8” 5-lam CLT or 6-1/8” MPP, single vertical half-lap joint 5/8” gypsum wall board, field screw 16” spacing all directions, tape all joints Self-adhered waterproofing membrane 4” mineral wool insulation 1” x 4” wood battens @ 24“ o.c., 8mm x 200mm fasteners with secondary thread, 12” o.c. 1” x 6” T&G cedar siding
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
298 171 191 156 175
MPP
41
90.3
CLT
36
100.3
OITC
Mass per unit area (kg/m2)
STC
Overall assembly thickness (mm)
42
109.5
39
1
1
1
99.4
1
W07 CLT MPP
2
318
43
W08 CLT MPP
6 5 4 3
123.3 113.5
W09 CLT MPP
36
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
6.1
Prevailing Codes and Standards
6.5
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
CLT ACOUSTIC WALL AND FLOOR ASSEMBLY SURVEY UNIVERSITY OF OREGON ENERGY STUDIES IN BUILDING LAB
+ TALL WOOD DESIGN INSTITUTE
Thank you for taking some time to provide feedback for a cross laminated timber acoustic study. We need your input and comments on a series of floor and wall assemblies in order to deterimine which assemblies to initially test. Each assembly will include a diagram, some relevant information and a few fields for you to complete in a fillable PDF. This survey is aimed at helping the ESBL better anticipate the needs and desires of the industry for CLT assemblies for acoustic performance. Your knowledge of CLT assemblies including aesthetics, cost, and constructability will inform the lab testing of 2 - 3 CLT based wall and floor assemblies. After going throught this survey please save your resulting PDF and send it back to the address below. mfretz@uoregon.edu
your information
name : email : phone : organization : thank you!
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly 3-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
4.5
sound transmission class rating ( STC code minimum 52 )
32
impact isolation class ( IIC code minimum 52 )
23.1
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
AcoustiTECH Acoustical Guide PDF, WoodWorks CLT Solutions
acoustic CLT floor and wall assembly survey | ESBL | 2018
1
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly 5-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
5.8
sound transmission class rating ( STC code minimum 52 )
39
impact isolation class ( IIC code minimum 52 )
24
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
CLT Handbook FPInnovations PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
2
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly 7-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
8.3
sound transmission class rating ( STC code minimum 52 )
( untested )
impact isolation class ( IIC code minimum 52 )
25
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
WoodWorks CLT Soulutions
acoustic CLT floor and wall assembly survey | ESBL | 2018
3
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
1 1/2” conc., 5/8” acoustic membrane ( Resisto Isonomat ), 5- layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
7.3
sound transmission class rating ( STC code minimum 52 )
( untested )
impact isolation class ( IIC code minimum 52 )
44
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
AcoustiTECH Acoustical Guide PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
4
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
floating floor, 1 1/2” conc., 5/8” acoustic membrane ( Resisto Isonomat ), 5-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
7.3
sound transmission class rating ( STC code minimum 52 )
( untested )
impact isolation class ( IIC code minimum 52 )
49
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
AcoustiTECH Acoustical Guide PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
5
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
(x2) 1/2” gyp. bd., 7/8” dry topping ( PLACOSOL pellets ), 5-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
7.7
sound transmission class rating ( STC code minimum 52 )
45
impact isolation class ( IIC code minimum 52 )
35
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
AcoustiTECH Acoustical Guide PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
6
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
5-layer CLT, resilient supports and rails, 7/8” mineral wool, (x2) 1/2” gyp. bd.
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
14.8
sound transmission class rating ( STC code minimum 52 )
64
impact isolation class ( IIC code minimum 52 )
59
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
AcoustiTECH Acoustical Guide PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
7
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
(x2) 5/8” OSB, 1 5/8” mineral wool board, lumber sleepers ( 2” x 3” @ 24” o.c. ), underlayment ( REGUPOL ), 5-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
11.1
sound transmission class rating ( STC code minimum 52 )
53
impact isolation class ( IIC code minimum 52 )
45
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
CLT Handbook FPInnovations PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
8
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
3/4” ceramic flooring ( acoustiTECH ), (x2) 5/8” OSB, 5/8” underlayment ( AcoustiTECH SOFIX ), 1 1/2” conc., 5-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
9.5
sound transmission class rating ( STC code minimum 52 )
( untested )
impact isolation class ( IIC code minimum 52 )
60.1
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
AcoustiTECH Acoustical Guide PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
9
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
1 1/2” conc., 5/8” acoustic membrane ( Soprema Insonomat ), 5/8” OSB, lumber sleepers ( 2” x 3” @ 24” o.c. ) 1 5/8” mineral wool board, 5/8” padding ( Soprema Acoustiboard ), 5-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
11.2
sound transmission class rating ( STC code minimum 52 )
( untested )
impact isolation class ( IIC code minimum 52 )
56
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
AcoustiTECH Acoustical Guide PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
10
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
3/8” finish floor, acoustic membrane ( Soprema Insonofloor ), 1 1/2” conc., 5/8” acoustic membrane ( Soprema Insonomat ), 5/8” OSB, lumber sleepers ( 2” x 3” @ 24” o.c. ) 1 5/8” mineral wool board, 5/8” padding ( Soprema Acoustiboard ), 5-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
11.4
sound transmission class rating ( STC code minimum 52 )
( untested )
impact isolation class ( IIC code minimum 52 )
61
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
AcoustiTECH Acoustical Guide PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
11
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
3/8” finish floor, acoustic membrane ( Soprema Insonofloor ), 1/2” plywood, 5/8” plywood, 5/8” underlayment ( AcoustiTECH SOFIX ), 1 1/2” conc., 3/4” acoustic membrane ( AcoustiTECH LEAD 6 ), 5-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
9.4
sound transmission class rating ( STC code minimum 52 )
( untested )
impact isolation class ( IIC code minimum 52 )
58
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
AcoustiTECH Acoustical Guide PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
12
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
3/8” finish floor, acoustic membrane ( Soprema Insonofloor ), 1 1/2” conc., 3/4” underlayment ( Regupol Sonuswave ), 5/8” OSB, lumber sleepers ( 2” x 3” @ 24” o.c. ) w/ sand infill, 5/8” padding ( Soprema Acoustiboard ), 5-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
11.4
sound transmission class rating ( STC code minimum 52 )
( untested )
impact isolation class ( IIC code minimum 52 )
64
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
AcoustiTECH Acoustical Guide PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
13
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
3-layer CLT, 2” mineral wool board, 3-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
10.3
sound transmission class rating ( STC code minimum 52 )
50
impact isolation class ( IIC code minimum 52 )
( n/a )
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
CLT Handbook FPInnovations PDF, WoodWorks: The Case for Cross Laminated Timber
acoustic CLT floor and wall assembly survey | ESBL | 2018
14
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
3-layer CLT, 1/2” air gap, 2” x 3” wood studs @ 24” o.c., 3 1/2” mineral wool batt, 5/8” gyp. bd.
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
9.8
sound transmission class rating ( STC code minimum 52 )
47
impact isolation class ( IIC code minimum 52 )
( n/a )
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
CLT Handbook FPInnovations PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
15
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
3-layer CLT, 5/8” gyp. bd., mineral wool board, 3-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
12.1
sound transmission class rating ( STC code minimum 52 )
60
impact isolation class ( IIC code minimum 52 )
( n/a )
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
CLT Handbook FPInnovations PDF
acoustic CLT floor and wall assembly survey | ESBL | 2018
16
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
3-layer CLT, 5/8” gyp. bd., (x2) mineral wool board, 5/8” gyp. bd.
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
8.9
sound transmission class rating ( STC code minimum 52 )
49
impact isolation class ( IIC code minimum 52 )
( n/a )
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
acoustic CLT floor and wall assembly survey | ESBL | 2018
17
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
3-layer CLT, 5/8” gyp. bd., 2 x 4” typ. stud wall @ 24” o.c., 3 1/2” mineral wool batt between studs, 5/8” gyp. bd., 3-layer CLT
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
11.8
sound transmission class rating ( STC code minimum 52 )
( untested )
impact isolation class ( IIC code minimum 52 )
( n/a )
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
acoustic CLT floor and wall assembly survey | ESBL | 2018
18
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
3-layer CLT, 5/8” gyp. bd. sheathing, weather barrier, 4” mineral wool board, air gap, exterior rain screen assembly
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
13.3
sound transmission class rating ( STC code minimum 52 )
( untested )
impact isolation class ( IIC code minimum 52 )
( n/a )
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
acoustic CLT floor and wall assembly survey | ESBL | 2018
19
base assembly
floor assembly
assembly description ( top layer - base layer )
wall assembly
5-layer CLT, 5/8” gyp. bd., weather barrier, 4” mineral wool board, air gap, rain screen assembly
cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
thickness ( inches )
14.7
sound transmission class rating ( STC code minimum 52 )
( untested )
impact isolation class ( IIC code minimum 52 )
( n/a )
availible in the U.S. (y/n) would you reccomend this assembly? (y/n)
suggest an assembly
Y
N
Y
N
comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
sources
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
acoustic CLT floor and wall assembly survey | ESBL | 2018
20
base assembly
floor assembly
wall assembly
suggest an assembly
assembly description ( top layer - base layer ) cost ( material, labor, installed , time )
$
$$
$$$
constructability ( 1 - 3 ) easy - complex
1
2
3
aesthetic ( ! - !!! )
!
!!
!!!
Y
N
thickness ( inches ) sound transmission class rating ( STC code minimum 52 ) impact isolation class ( IIC code minimum 52 ) availible in the U.S. (y/n) comments ( please feel free to share comments, thoughts, questions, reccomendations, etc. )
thank you!
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
acoustic CLT floor and wall assembly survey | ESBL | 2018
21
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
© 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
EQ
EQ
LAYER 1 CEMENT BOARD AND JOINT LOCATIONS 4'-0"
EQ
LAYER 3 CEMENT BOARD JOINT PERPENDICULAR TO PREVIOUS LAYER, STAGGER JOINTS AS SHOWN.
4'-0"
LAYER 2 CEMENT BOARD JOINT - PERPENDICULAR TO PREVIOUS LAYER, STAGGER JOINTS AS SHOWN
ADHESIVE DIRECTION, 8" PARALLEL STRIPS, SHOWN DASHED
LAYER 1 PANEL DIRECTION
4'-0"
TOP LAYER PANEL DIRECTION
MIDDLE LAYER PANEL DIRECTION
ADHESIVE DIRECTION, 8" PARALLEL STRIPS, SHOWN DASHED
8'-0"
4'-0"
AT ALL PANEL SEAMS, TOP APPLIED, TYP
1.5
Z.102
Z.102
BASE CLT SUBSTRATE 1.5
EQ
4'-0"
1.5
4'-0"
CEMENT BOARD ADHESIVE DIRECTION, 8" PARALLEL STRIPS
Z.102
ENERGY STUDIES IN BUILDINGS LAB CEMENT BOARD LAYOUT - LAYER 3 1.13
103 Pacific Hall University of Oregon Eugene, Oregon 541 346 5647
CEMENT BOARD LAYOUT - LAYER 2 1.12
1/2" = 1'-0"
1/2" = 1'-0"
CEMENT BOARD LAYOUT - LAYER 1 1.11
1/2" = 1'-0"
Primary Contact: Dale Northcutt p: 541/ 346-0896 105A White Stag Building University of Oregon Portland, Oregon, 97209
CL
EQ
EQ
Contact: Jason Stenson p: 503/ 412-3656
EQ
BOTTOM LAYER PANEL DIRECTION
TOP OSB PANEL DIRECTION
, TOP APPLIED
Acoustic Lab Testing of Typical Multi-Family Residential CLT Wall and Floor Assemblies
FLOATING FLOOR, CEMENT BOARD PLANS
4'-0"
RANDOMLY STAGGER ALL JOINTS
AT SEAMS, TOP APPLIED PLACE TAPE OVER ON TOP PANEL SEAMS
4'-0"
FINISH FLOORING DIRECTION
ADHESIVE DIRECTION, 8" PARALLEL STRIPS, SHOWN DASHED
8'-0"
4'-0"
1'-0"
EQ
1.5
1.5
Z.102
Z.102
3/25/2019 8:43:44 AM
Z.101 SCALE | 1/2" = 1'-0" FLOATING FLOOR LAYOUT PLAN 1.2
1/2" = 1'-0"
OSB LAYOUT - LAYER 1
OSB LAYOUT - LAYER 2 1.15
1/2" = 1'-0"
1.14
1/2" = 1'-0"
ISSUE DATE | 03.25.2019
AS-BUILT DRAWINGS © 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
8'-0"
6 7/8"
8 mm x 160 mm ASSY VG CSK FASTENER
SINGLE BEAD OF CONSTRUCTION ADHESIVE
F04 - 5-LAM BASE CASE CLT SECTION 1.3
3" = 1'-0"
ENERGY STUDIES IN BUILDINGS LAB 6-1/2" WIDE BY 1/2" THICK RANDOM LENGTH ENGINEERED FLOATING FLOOR, (SEE DWG 1.2), T&G PLANKS LOCKED TOGETHER
SINGLE PIECE OF 1/2" PILE NYLON CARPET, 3343 OZ/CB.YD PILE DENSITY, 97.5OZ/SQ.YD FACE WEIGHT
1/8" UNDERLAYMENT, INSTALLED IN DIRECTION AS FLOOR ABOVE
TESTING BED EDGE
3/8" 8LB CARPET PAD, ROLL OUT IN LONG DIRECTION OF FLOORING, TAPE SEAMS
( x2 ) 48" x 96" x 5/8" OSB GLUED T&G SUBFLOOR, STAGGER SEAMS, OSB ADHERED TO , ADHERE LAYERS WITH (SEE DWGS 1.14-1.15)
103 Pacific Hall University of Oregon Eugene, Oregon 541 346 5647 Primary Contact: Dale Northcutt p: 541/ 346-0896 105A White Stag Building University of Oregon Portland, Oregon, 97209
4 3/8"
Contact: Jason Stenson p: 503/ 412-3656 SEE DWG 1.4 FOR ASSEMBLY
Acoustic Lab Testing of Typical Multi-Family Residential CLT Wall and Floor Assemblies
3 LAYERS OF 1/2" CEMENT BOARD (SEE DWGS 1.11-1.15)
SOUND ISOLATION AT TESTING BED PER ASTM 1" ROLL OUT IN LONG DIRECTION OF FLOORING, TAPE SEAMS
CEMENT BOARD FLOOR SECTIONS
F06 - ALTERNATE CARPET ASSEMBLY SECTION
3/25/2019 8:43:45 AM
F05 - CEMENT BOARD SECTION 1.4
6" = 1'-0"
1.5
6" = 1'-0"
Z.102 SCALE | As indicated ISSUE DATE | 03.25.2019
AS-BUILT DRAWINGS © 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
8'-0"
3'-10"
3'-10"
EQ
EQ 6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
#3 REBAR AT 6" ON CENTER IN DIRECTION OF SPAN, 12" ON CENTER PERPENDICULAR TO SPAN DIRECTION
TYP.
1'-0"
EQ
EQ
6"
1'-0"
PANEL B EDGE HALF LAP JOINT
SPECIFIED FASTENERS, PLAN DIMENSION IS SCREW POSITION AT TOP OF MASS TIMBER, ORIENT @ 45 DEGREES TO TIMBER SURFACE, TIED TO REBAR WITH WIRE TIE, SEE SECTIONS ON SHEET Z.202
1'-0"
PANEL A EDGE HALF LAP JOINT ( SHOWN BELOW )
1'-0"
1'-0"
SPECIFIED FASTENER, 12" O.C. SPACING ALONG CLT HALF LAP JOINT
PANEL B 1'-0"
PANEL A
1'-0"
Primary Contact: Dale Northcutt p: 541/ 346-0896
CL
105A White Stag Building University of Oregon Portland, Oregon, 97209
SPAN DIRECTION
1'-0"
CL
103 Pacific Hall University of Oregon Eugene, Oregon 541 346 5647
1'-0"
13'-11"
ENERGY STUDIES IN BUILDINGS LAB
1'-0"
Contact: Jason Stenson p: 503/ 412-3656
2.3
1'-0"
1'-0"
Acoustic Lab Testing of Typical Multi-Family Residential CLT Wall and Floor Assemblies
EQ
EQ
1'-0"
Z.202
2.4 Z.202
5-LAM BASE CASE CLT PLAN
3/25/2019 8:43:45 AM
2.1
1" = 1'-0"
CLT BASE, COMPOSITE ASSEMBLY PLANS
COMPOSITE SLAB W/ STRUCTURAL REBAR REINFORCEMENT PLAN 2.2
1" = 1'-0"
Z.201 SCALE | 1" = 1'-0" ISSUE DATE | 03.25.2019
AS-BUILT DRAWINGS © 2019 Energy Studies in Buildings Laboratory, University of Oregon
TESTING BED EDGE
TESTING BED EDGE CL
2 1/4"
#3 REBAR CENTERED IN TOPPING SLAB, TIED TO FASTENER WITH WIRE TIE
Energy Studies in Buildings Laboratory
8 mm x 160 mm ASSY VG CSK FASTENER
SOUND ISOLATION AT TESTING BED PER ASTM
SOUND ISOLATION AT TESTING BED PER ASTM
8 mm x 220 mm ASSY VG CYL FASTENER SINGLE BEAD OF CONSTRUCTION ADHESIVE
F01 - COMPOSITE SLAB, LATITUDINAL SECTION 2.3
3" = 1'-0"
1'-0"
1'-0"
1'-0"
1 1/2" TYP
1'-0"
8 mm x 220 mm ASSY VG CYL TYPE SCREW. ORIENT SCREWS IN THE "STRONG POSITION" WITH HEADS ORIENTED TOWARD THE NEAREST SUPPORT.
CL
SPECIFIED FASTENER @ 45 DEGREES, LEAVE 1-1/2" OF FASTER EXPOSED, MEASURED ON THE VERTICAL, TIE TO REBAR
F01 - COMPOSITE SLAB, LONGITUDINAL SECTION 2.4
1" = 1'-0"
ENERGY STUDIES IN BUILDINGS LAB 103 Pacific Hall University of Oregon Eugene, Oregon 541 346 5647 Primary Contact: Dale Northcutt p: 541/ 346-0896
6-1/2" WIDE X 1/2" THICK ENGINEERED SOFTWOOD FLOATING FLOOR, RANDOM LENGTH, SANDED, NATURALLY OILED, T&G PLANKS LOCKED TOGETHER (SEE DWG 1.2)
TESTING BED EDGE
105A White Stag Building University of Oregon Portland, Oregon, 97209 Contact: Jason Stenson p: 503/ 412-3656
1/8"
2 LAYERS OF 5/8" TONGUE AND GROOVE OSB SUBFLOOR, STAGGER SEAMS, ADHERE WITH (SEE DWGS 1.14-1.15)
SOUND ISOLATION AT TESTING BED PER ASTM
Acoustic Lab Testing of Typical Multi-Family Residential CLT Wall and Floor Assemblies
1"
COMPOSITE SLAB FLOOR SECTIONS
3/25/2019 8:43:45 AM
Z.202 SCALE | As indicated ISSUE DATE | 03.25.2019 F03 - ALTERNATE ENGINEERED FLOORING SECTION 2.5
6" = 1'-0"
AS-BUILT DRAWINGS © 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
-THERM FASTENERS, 8 mm x 200 mm @ 2' O.C. IN 1 x 4 TOP AND BOTTOM BATTENS
1" x 6" T&G RAIN SCREEN SIDING 6 7/8"
ONE 1 1/4" DRYWALL SCREW FASTENER PER BOARD, CENTERED
5-LAM CLT PANEL 8 mm x 160 mm ASSY VG CSK FASTENER, 12" O.C. SPACING ALONG CLT HALF LAP JOINT
1 x 2 WOOD BATTENS, ALL SIDES
-THERM FASTENERS, 8 mm x 200 mm @ 12" O.C.*
SINGLE BEAD OF CONSTRUCTION ADHESIVE TO THE HALF-LAP JOINT
1" x 4" FIR BATTENS @ 24" O.C.
W07 - CLT - BASE CASE
2 LAYERS OF 2" MINERAL WOOL, 2' LAP PATTERN HORIZONTALLY, 1' LAP PATTERN VERTICALLY
W01
3" = 1'-0"
3.2 5/8" REGULAR GYP. BD.
Z.301
1-1/4" TYPE W FASTENER 16" FIELD SPACING
INSULATION BOARD ORIENTATION
, 6" LAP AT SEAMS
9'-0"
ENERGY STUDIES IN BUILDINGS LAB 103 Pacific Hall University of Oregon Eugene, Oregon 541 346 5647
W08 - CLT - SHAFT CASE - PLAN VIEW W02
3" = 1'-0"
Primary Contact: Dale Northcutt p: 541/ 346-0896 APPLY PRIMER ON WOOD SUBSTRATE
BATTEN FASTENER @ 24" O.C. 5-LAM CLT PANEL
105A White Stag Building University of Oregon Portland, Oregon, 97209 Contact: Jason Stenson p: 503/ 412-3656
5-LAM CLT PANEL
1" x 4" WOOD BATTENS @ 24" O.C.
1" x 6" T&G CEDAR SIDING
4" MINERAL WOOL INSULATION
3'-10" 8'-0"
W09 - RAINSCREEN w/o GYP. BD. - PLAN VIEW W03
RAINSCREEN ASSEMBLY PEEL AWAY DIAGRAM
3/25/2019 8:43:46 AM
3.1
1 1/2" = 1'-0"
Acoustic Lab Testing of Typical Multi-Family Residential CLT Wall and Floor Assemblies
WALL ASSEMBLY, SECTION
3" = 1'-0"
Z.301 SCALE | As indicated ISSUE DATE | 03.25.2019
AS-BUILT DRAWINGS © 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
EQ
EQ
LAYER 1 CEMENT BOARD AND JOINT LOCATIONS 4'-0"
EQ
LAYER 3 CEMENT BOARD JOINT PERPENDICULAR TO PREVIOUS LAYER, STAGGER JOINTS AS SHOWN.
4'-0"
AT ALL PANEL SEAMS, TOP APPLIED, TYP
ADHESIVE DIRECTION, 8" PARALLEL STRIPS, SHOWN DASHED
4'-0"
LAYER 1 PANEL DIRECTION
CEMENT BOARD ADHESIVE DIRECTION, 8" PARALLEL STRIPS
4'-0"
4'-0"
LAYER 2 CEMENT BOARD JOINT - PERPENDICULAR TO PREVIOUS LAYER, STAGGER JOINTS AS SHOWN
8'-0"
TOP LAYER PANEL DIRECTION
MIDDLE LAYER PANEL DIRECTION
ADHESIVE DIRECTION, 8" PARALLEL STRIPS, SHOWN DASHED
BASE MPP SUBSTRATE 1.5
1.5
Z.102
Z.102 EQ
4'-0"
1.5 Z.102
ENERGY STUDIES IN BUILDINGS LAB
CEMENT BOARD LAYOUT - LAYER 3 1.13
CEMENT BOARD LAYOUT - LAYER 1
CEMENT BOARD LAYOUT - LAYER 2 1.12
1/2" = 1'-0"
103 Pacific Hall University of Oregon Eugene, Oregon 541 346 5647
1.11
1/2" = 1'-0"
1/2" = 1'-0"
Primary Contact: Dale Northcutt p: 541/ 346-0896 105A White Stag Building University of Oregon Portland, Oregon, 97209 CL
EQ
EQ
EQ
Contact: Jason Stenson p: 503/ 412-3656
TOP OSB PANEL DIRECTION
4'-0"
AT SEAMS, TOP APPLIED PLACE TAPE OVER ON TOP PANEL SEAMS
BOTTOM LAYER PANEL DIRECTION
RANDOMLY STAGGER ALL JOINTS
FINISH FLOORING DIRECTION
ADHESIVE DIRECTION, 8" PARALLEL STRIPS, SHOWN DASHED
8'-0"
4'-0"
1'-0"
EQ
Acoustic Lab Testing of Typical Multi-Family Residential MPP Wall and Floor Assemblies
FLOATING FLOOR, CEMENT BOARD PLANS
4'-0"
AT SEAMS, TOP APPLIED
1.5
1.5
Z.102
Z.102
3/25/2019 8:40:49 AM
Z.101 SCALE | 1/2" = 1'-0" FLOATING FLOOR LAYOUT PLAN 1.2
1/2" = 1'-0"
OSB LAYOUT - LAYER 1
OSB LAYOUT - LAYER 2 1.15
1/2" = 1'-0"
1.14
ISSUE DATE | 03.25.2018
1/2" = 1'-0"
AS-BUILT DRAWINGS © 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
8'-0"
6"
8 mm x 1 0 mm ASSY VG CSK FASTENER
SINGLE BEAD OF CONSTRUCTION ADHESIVE
F04 - 6" MPP BASE CASE SECTION 1.3
3" = 1'-0"
ENERGY STUDIES IN BUILDINGS LAB 6-1/2" WIDE BY 1/2" THICK RANDOM LENGTH ENGINEERED FLOATING FLOOR, (SEE DWG 1.2), T&G PLANKS LOCKED TOGETHER
SINGLE PIECE OF 1/2" PILE NYLON CARPET, 3343 OZ/CB.YD PILE DENSITY, 97.5OZ/SQ.YD FACE WEIGHT
1/8" UNDERLAYMENT, INSTALLED IN DIRECTION AS FLOOR ABOVE
TESTING BED EDGE
3/8" 8LB CARPET PAD, ROLL OUT IN LONG DIRECTION OF FLOORING, TAPE SEAMS
( x2 ) 48" x 96" x 5/8" OSB GLUED T&G SUBFLOOR, STAGGER SEAMS, OSB ADHERED TO , ADHERE LAYERS WITH (SEE DWGS 1.14-1.15)
103 Pacific Hall University of Oregon Eugene, Oregon 541 346 5647 Primary Contact: Dale Northcutt p: 541/ 346-0896 105A White Stag Building University of Oregon Portland, Oregon, 97209
4 3/8"
Contact: Jason Stenson p: 503/ 412-3656 SEE DWG 1.4 FOR ASSEMBLY
Acoustic Lab Testing of Typical Multi-Family Residential MPP Wall and Floor Assemblies
3 LAYERS OF 1/2" CEMENT BOARD (SEE DWGS 1.11-1.15)
SOUND ISOLATION AT TESTING BED EDGE PER ASTM 1"
CEMENT BOARD FLOOR SECTIONS
F06 - ALTERNATE CARPET ASSEMBLY SECTION
3/25/2019 8:40:49 AM
F05 - CEMENT BOARD SECTION 1.4
6" = 1'-0"
1.5
6" = 1'-0"
Z.102 SCALE | As indicated ISSUE DATE | 03.25.2018
AS-BUILT DRAWINGS © 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
8'-0"
3'-10"
3'-10"
EQ
EQ 6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
#3 REBAR AT 6" ON CENTER IN DIRECTION OF SPAN, 12" ON CENTER PERPENDICULAR TO SPAN DIRECTION
TYP.
1'-0"
EQ
EQ
6"
1'-0"
PANEL B EDGE HALF LAP JOINT
SPECIFIED FASTENERS, PLAN DIMENSION IS SCREW POSITION AT TOP OF MASS TIMBER, ORIENT @ 45 DEGREES TO TIMBER SURFACE, TIED TO REBAR WITH WIRE TIE, SEE SECTIONS ON SHEET Z.202
1'-0"
PANEL A EDGE HALF LAP JOINT ( SHOWN BELOW )
1'-0"
1'-0"
SPECIFIED FASTENER, 12" O.C. SPACING ALONG CLT HALF LAP JOINT
PANEL B 1'-0"
PANEL A
1'-0"
Primary Contact: Dale Northcutt p: 541/ 346-0896
CL
105A White Stag Building University of Oregon Portland, Oregon, 97209
1'-0"
C L
103 Pacific Hall University of Oregon Eugene, Oregon 541 346 5647
1'-0"
13'-11"
ENERGY STUDIES IN BUILDINGS LAB
1'-0"
Contact: Jason Stenson p: 503/ 412-3656
2.3
1'-0"
1'-0"
Acoustic Lab Testing of Typical Multi-Family Residential MPP Wall and Floor Assemblies
EQ
EQ
1'-0"
Z.202
2.4 Z.202
6" MPP BASE CASE PLAN
3/25/2019 8:40:50 AM
2.1
1" = 1'-0"
MPP BASE, COMPOSITE ASSEMBLY PLANS
COMPOSITE SLAB W/ STRUCTURAL REBAR REINFORCEMENT PLAN 2.2
1" = 1'-0"
Z.201 SCALE | 1" = 1'-0" ISSUE DATE | 03.25.2018
AS-BUILT DRAWINGS © 2019 Energy Studies in Buildings Laboratory, University of Oregon
TESTING BED EDGE
TESTING BED EDGE CL
2 1/4"
#3 REBAR CENTERED IN TOPPING SLAB, TIED TO FASTENER WITH WIRE TIE
SOUND ISOLATION AT TESTING BED EDGE PER ASTM
Energy Studies in Buildings Laboratory
8 mm x 140 mm ASSY VG CSK FASTENER
SOUND ISOLATION AT TESTING BED EDGE PER ASTM
8 mm x 220 mm ASSY VG CYL FASTENER SINGLE BEAD OF CONSTRUCTION ADHESIVE
F01 - COMPOSITE SLAB, LATITUDINAL SECTION 2.3
3" = 1'-0"
1'-0"
1'-0"
1'-0"
1 1/2" TYP
1'-0"
8 mm x 220 mm ASSY VG CYL TYPE SCREW. ORIENT SCREWS IN THE "STRONG POSITION" WITH HEADS ORIENTED TOWARD THE NEAREST SUPPORT.
CL
SPECIFIED FASTENER @ 45 DEGREES, LEAVE 1-1/2" OF FASTER EXPOSED, MEASURED ON THE VERTICAL, TIE TO REBAR
F01 - COMPOSITE SLAB, LONGITUDINAL SECTION 2.4
1" = 1'-0"
ENERGY STUDIES IN BUILDINGS LAB 103 Pacific Hall University of Oregon Eugene, Oregon 541 346 5647 Primary Contact: Dale Northcutt p: 541/ 346-0896
6-1/2" WIDE X 1/2" THICK ENGINEERED SOFTWOOD FLOATING FLOOR, RANDOM LENGTH, SANDED, NATURALLY OILED, T&G PLANKS LOCKED TOGETHER (SEE DWG 1.2)
TESTING BED EDGE
105A White Stag Building University of Oregon Portland, Oregon, 97209 Contact: Jason Stenson p: 503/ 412-3656
1/8"
2 LAYERS OF 5/8" TONGUE AND GROOVE OSB SUBFLOOR, STAGGER SEAMS, ADHERE WITH (SEE DWGS 1.14-1.15)
SOUND ISOLATION AT TESTING BED EDGE PER ASTM
Acoustic Lab Testing of Typical Multi-Family Residential MPP Wall and Floor Assemblies
1"
COMPOSITE SLAB FLOOR SECTIONS
3/25/2019 8:40:50 AM
Z.202 SCALE | As indicated ISSUE DATE | 03.25.2018 F03 - ALTERNATE ENGINEERED FLOORING SECTION 2.5
6" = 1'-0"
AS-BUILT DRAWINGS © 2019 Energy Studies in Buildings Laboratory, University of Oregon
Energy Studies in Buildings Laboratory
-THERM FASTENERS, 8 mm x 200 mm @ 2' O.C. IN 1 x 4 TOP AND BOTTOM BATTENS
6" MPP 1" x 6" T&G RAIN SCREEN SIDING
8 mm x 140 mm ASSY VG CSK FASTENER, 12" O.C. SPACING ALONG MPP HALF LAP JOINT
ONE 1 1/4" DRYWALL SCREW FASTENER PER BOARD, CENTERED
1 x 2 WOOD BATTENS, ALL SIDES SINGLE BEAD OF CONSTRUCTION ADHESIVE TO THE HALF-LAP JOINT
HECO-TOPIX-THERM FASTENERS, 8 mm x 200 mm @ 12" O.C.*
W07 - MPP BASE CASE - PLAN VIEW 3.2
3" = 1'-0"
1" x 4" FIR BATTENS @ 24" O.C.
6" MPP 2 LAYERS OF 2" MINERAL WOOL, 2' LAP PATTERN HORIZONTALLY, 1' LAP PATTERN VERTICALLY
5/8" REGULAR GYP. BD. 1-1/4" TYPE W FASTENER 16" FIELD SPACING
3.2 Z.301
INSULATION BOARD ORIENTATION
, 6" LAP AT SEAMS
W08 - MPP SHAFT CASE - PLAN VIEW
ENERGY STUDIES IN BUILDINGS LAB
3" = 1'-0"
9'-0"
ORIENTATION
3.3
6" MPP BATTEN FASTENER @ 24" O.C.
103 Pacific Hall University of Oregon Eugene, Oregon 541 346 5647 Primary Contact: Dale Northcutt p: 541/ 346-0896
APPLY
105A White Stag Building University of Oregon Portland, Oregon, 97209
PRIMER ON WOOD SUBSTRATE PER MANUFACTURER SPEC
1" x 4" WOOD BATTENS @ 24" O.C.
6" MPP
1" x 6" T&G CEDAR SIDING
4" MINERAL WOOL INSULATION
8'-0"
RAINSCREEN ASSEMBLY PEEL AWAY DIAGRAM
3/25/2019 8:40:50 AM
1 1/2" = 1'-0"
Acoustic Lab Testing of Typical Multi-Family Residential MPP Wall and Floor Assemblies
WALL ASSEMBLY, SECTION
3'-10"
3.1
Contact: Jason Stenson p: 503/ 412-3656
W09 - RAINSCREEN w/o GYP. BD. - PLAN VIEW 3.4
3" = 1'-0"
Z.301 SCALE | As indicated ISSUE DATE | 03.25.2018
AS-BUILT DRAWINGS © 2019 Energy Studies in Buildings Laboratory, University of Oregon