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PRECISION ROOF TRUSSES, Inc.
11550 S.E. Jennifer Street CITY OF TIGARD
Clackamas, Oregon 97015
(503) 656 -2983 Approve [4:
Conditionally Approved [ ]:
For only the work as described in:
PERMIT NO. .p 1- Og 3 i''7
See Letter to: Follow [ J
Attach 1
Job Address: .&) Lece
By: Date:
January 24, 2000
Phoenix Inn Addition — Super One Inc.
Truss Engineering Submitted by:
Precision Roof Trusses, I� e:
11550 SE Jennifer Street
Clackamas, Oregon 97015
(503) 656 -2983
Contact: Gary Graves Ext.139
•
PRECISION ROOF TRUSSES, INC. '
11550 SE JENNIFER ST
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CLACKAMAS, OR 97015 i
U.B.C. SECTION 2343.7
® NERQA275
D AU®ITE
ER BY
PRODUCTS INSPECTION, INC.
RECEIV ED
JAN 2 5 2000
BY:
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CISION TRUSSES, ING•
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Prec Roof Trusses
Nome: Description:
Address:
Job:
Telephone: superl motels — Phoen Addition
Fox: Telephone:
Scale: 1 : 125 Dote: 1/16/99 Drown By: CC
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CHILES C. BAGEL
architects - planners
11580 S.W. 67 TH
TIGARD, OREGON 97223
PHONE: (503) 620 - 3825 DATE: 5/25/00
PROJECT NAME : 45 UNIT MOTEL COMMISSION NUMBER 98 -21
ADDITION
TIGARD, ORE. RECEIVED
MAY 2 6 2000
TO: BUILDING DEPARTMENT
TIGARD, OREGON COMMUNITY DEVELOPMENT
We would like to get approval to use ceiling assembly attached to this
letter for the basement ceiling areas test number L -501 U.L. number. Floor
assembly 5420 in US Gypsum association fire resistance manual is closest
match. Our firm believes this system will work in the meeting room and areas
not using 1 - hour acoustic tile suspended ceiling
0D Sincere , _ .4„,,,f / ►�
James D. H • ris for:
F TIGARD
Charles C. agel
C1 O -_.. ( %• Architect,
Approved .' - ........... .ad -------------------
Condhiona.ty PI
For only the work as desc ibed In�
PERMIT tJ to Follow ............. . .. ..I
See Letter .. - �
,Sob Address Da te:
ay. ..._ --- -
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FR
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SYSTEM DESCRIPTION SKETCH AND DESIGN DATA
Alf L E NO: C' 5420 1, HOUR 3�5 to,35i S�C
.1.04e sPi xv . }s.,R. .t a•± .. y'9'y -...ti , .E`.
WOOD JOISTS, GYPSUM WALLBOARD
One layer 5 /e" type X gypsum wallboard or gypsum veneer base applied at right angles 1 1
to 2 x 10 wood joists 16" o.c. with 6d coated nails, 1' /8" long 0.0915" shank, ' /4" II II
heads, 6" o.c. Wood joists supporting 1" nominal wood subfloor and 1" nominal wood
finish floor, or 19 /32 " plywood finished floor with long edges T & G and 15 /32 " interior
plywood with exterior glue subfloor perpendicular to joists with joints staggered.
Approx. Ceiling
Weight: 2.5 psf
Fire Test: UL R3501 -5, 9, 7- 15 -52;
UL R1319 -2, 3, 6 -5 -52,
Design L 501;
ULC Design M500
Sound Test: See FC 5410 (NGC 4024,
7- 13 -66)
IIC & Test: 32 (66 C & P) NGC 5032,
•
7 -19 -66
GA FILENW,FC 5470 , �j � 514' StC
�fIR 50UND " ".
•
WOOD JOISTS, GYPSUM LATH, GYPSUM PLASTER
5 /e" 1:2 gypsum - perlite plaster applied over 3 /e type X gypsum lath applied at right '
angles to 2 x 10 wood joists 16" o.c. with either blued lath nails, 1'/4" long, 13 gage II II
shank, 9/32" heads or 16 gage staples, 1'/2" long, 7/,," crown, four fasteners per lath at
each joist. Wood joists supporting 1" nominal T & G wood subfloor and 1" nominal
wood finish floor.
Approx. Ceiling
Weight: 4 psf •
Fire Test: OSU T- 2134- 1,4 -23 -63
Sound Test: Estimated
•
-. FILE NO C 5490,4, y 1R> A ` 'S l t b ; 0
WOOD JOISTS, GYPSUM LATH, GYPSUM PLASTER
'/2" 1:2 gypsum -sand plaster applied over 3 /e" type X gypsum lath applied at right angles
to 2 x 10 wood joists 16" o.c. with blued lath nails, 1 '/e long, 0.0915" shank, 19 /,4"
heads, 4 nails per lath at each joist. Continuous stripping supporting gypsum lath
under each joist with 2.5 lb. steel strip lath or equivalent wire lath nailed with 11 gage,
1 long, ' /1," heads roofing nails, 6" o.c. Wood joists supporting 1" nominal T & G
wood subfloor and 1" nominal wood finish floor. Approx. Ceiling
•
Weight: 6 psf
Fire Test: SFT-6, 2 -6 -60; SFT- 8, -9 -60;
SFT -11, 10 -4 -60; SFT -12,
10- 22 -60; SFT -13, 1 -7 -61
Sound Test: Estimated
�
; ( ;Gh►�F ILE'NO.xFC- 5510 , `�. : �.
WOOD JOISTS, METAL LATH, GYPSUM PLASTER
5 /e 1:2 -1:3 gypsum -sand plaster applied over 3.4 lb. metal lath applied to 2 x 10 wood II II
joists 16" o.c. with barbed roofing nails, 1'/2" long, 0.120" shank, 7/,," heads, 6" o.c.
Wood joists supporting 1" nominal T & G wood subfloor and 1" nominal wood finish
floor. .. >........1... .,�...� ,..
Approx. Ceiling
• Weight: 9 psf
Fire Test: BMS 92/42, 10 -7 -42
* Contact the manufacturer for more detailed 107
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