Plans (6) RECEIVED
FEB - 8 2012
CITY OF TIGAF D
BUILDING DIVISION
FIELD VERIFY
EXIST. DIMS. a WALL
AS SECTION
/A l4 Q
/ I \ 14-6" x la-0"
ROLL DOWN
=in FIRE DOOR
EXISTING 2 -HOUR
ELEV. AREA SEPARATION
A4 WALL CONTINUOUS
FROM FRONT OF
PROVIDE NEW ROLL DOWN FIRE DOOR - BLDG. TO REAR.
SEE SPECIFICATION BELOW
FIRE DOOR SPECIFICATION:
Provide and install one (1) nominal size 14' -6" wide by 18' -0" tall
roll -down fire door mfr'd. by Overhead Door Corporation, Model
#630 (or equal). Door assembly shall be fire -rated for 1.5 hours,
activate by fusible link, and shall bear the Underwriters Lab (UL)
label. Door shall automatically drop by fusible link, and return up
by manual pull chain. Provide unit with standard manufacturer's
hardware. Finish to be manufacturer's standard finish.
1. FLOOR PLAN I ONE INCH
a PI ' Pte" I
SCALE 1/4" =' "
0 FEET 4
763900
City of Tigard
Ap. rove. Plan
REVISIONS: B � - g
�/ Date
'
9/: A88
AD DOOR 2011 BY HEADER
rr .,.� FOR PERMIT, BIDDING & CONSTRUCTION
Dwg Issue Dw g Title Dwg. Number
A EXANDER B. BALOG AT pER BTRONj✓ALOG,H FLOOR PLAN
ARCHITECTURE Project A3
UNITED VAN LINES t t sue
TIGARD, OREGON Balogh Architecture UTILITY Da .dLl s Cs
INDUSTRIAL CENTER . 4 2011
cpx 2700 SE Harrison Street, Suite A 1895 SU1 I - LINZIKER ROAD Dwg. By
Milwaukee, Oregon 97222 TICxARD, OR 91223
OF i 503 654 -8412 Fax: 503 654 -8436 NIBS REAL ESTATE CAPITAL Job NSS -20S
OFFICE COPY
S , 44
I I
II II
I � ,
III IIi -RUN (2) 2x6 •TUDS
ONT. UP To
III EXISTING CONSTRUCTION III E A, SIDE OF S EADER
III III 6x1: I- I EA DER
III III RESTING ON
III III (3) 2x6 STUDS
II i I_ 11
11 I 1 II NEW ROLL -
H i ITT FIRE
\ 11 11 POOR
III I I I
I I I II
I
1 1 I IIII
EXISTING III I I ie 1 1 111
OPENINGIII III
I- EIGI4T I I I II I
11
1111 II I II
11111
ill 11111 11111
FIELD VERIFY
0 11111 EXIST. DIMS. 11111
1111 I 1 1111
1111 I 1 1111
1111 1 1 1111
1111 1 1 1111
1111 I 1 1111
1111 I 1 1111
1111 I 1 1111
IIII 1 FIELD VERIFY I IIII
EXIST. DIMS.
IIIL1_ 11111
I
14' -6' (E )
REVISIONS:
Jr
/,� A D 1411 aY: EAD Aea ER 1. SOUTI -I ELEVATION 1 ONE INCH
\ 1
/
SCALE: I /4" = I' -(D"
<1 4�
0 FEET 4
rr , �C� D wg Issue FOR PERMIT, BIDDING & CONSTRUCTION
V Dwg Title Dwg. Number
A EXANDER B. BALOG A(.i :WIDER BYR(N BALOGH FLOOR PLAN
ARCHITECTURE, Project 44
h
g UNITED VAN LINES vat $t, au
•
' Balogh A rc h itecture UTILITY INDUSTRIAL CENTER . g 2o11
TIGARD, OREGON
2700 SE Harrison Street, Suite A - f895 SW NUNZIKER ROAD Dwg. B
•�` �: c , Milwaukie, Oregon 97222 TIGARD, OR 91223
OF (� 503 654 -8412 Fax: 503 654 -8436 N135 A BE
S REAL ESTATE CAPITAL Job NBS - 2DS
t i ) 1
BOL (3)1/T2S 'x6 1 -5 3° LAG O.C. 1I
i NSTRUGTIONS
t
EXISTING 2 -HOUR
t
(2 ) LAYERS TYPE
X
GYP. BD. EA. SIDE CONSTRUCTION AT ROOF
(E) 2x6 STUDS
6 16" O.G. __ EXISTING 2 -HOUR AREA
-� I SEPARATION WALL
4/1 10 �r- 6x10 HEADER
CONT. SOLID WD.
►�
$LKG. fo ATTACHMENT /
2X6'8 6 16" O.C. + VI
.4.***■.. Mil A
ROLL -DOWN
FIRE DOOR
0
DOOR HEADER DETAIL
SCALE: 3/4" =1' -0" t7
Z NEW ROLL -DOWN
--,-- FIELD FIRE DOOR
0 VERIFY
111 EXIST.
DIMS.
0
NORTH
REVISIONS:
A A 11/25/2011 BY: ABB 1. i i I A I L SECTIO 1 ONE INCH 1
\ ADD DOOR HEADER
SCALE I/4" = I' -0"
4 T\ I D A 0 FEET 4
,t PI Dwg Issue FOR PERMIT, BIDDING & CONSTRUCTION
Dwg Title Dwg. Number
A EXANDER B. BALOG ALEXA iDERBYRON BALOGH FLOOR PLAN
- • rG a
,�„ 10 ARCHITECTURE° Project ; UNITE VAN LINES
• • Y .,, DatQQ I ue�t
TIGARD, OREGON , B A rchitecture UTILITY INDUSTRIAL CENTER Al. S 2011
trk 2700 SE Harrison Street, Suite A 1S5 SW I- IUNZIKER ROAD Dwg. By
,r c Milwaukie, Oregon 97222 TIGARD, OR 9
rz _ OF 503 654 -8412 Fax 503 654-8436 NI35 REAL ESTATE CAPITAL Job N155-208
- NBS208 BeamCalc.xls -
Project: Mesa Systems/United Van Lines - Utility Industrial Center
Location: 7895 SW Hunziker Rd, Tigard OR
Member: B-1 - Header for Inerior Fire Door
No Wind Loads
LUMBER PROPERTIES
Species /Grade 2 Snow: N/A
Fb PSI hind.: N/A
Fv PSI Exposure: N/A
E
LOADS
Live Load (LL) PSF Total Door Weight: 2,480 lbs.
Dead Load (DL) PSF
Total Load (TL) PSF w= TL x Joist S acin x 1.00= 185.00 #/LF
Joist Spacing _ FT 14 A.
Span (L) FT R= 1295.00 R= 1295.00
Load (w) 185.00 #/LF
Design Load 2590.00 #/LF
Total Load 2590.00 #
End Reaction (17 1295.00 #
Moment M= w(lxl) /8 185.00 x 196 = I 4533 LB -FT I
8
Section Modulus Req d M/Fb 4532.5 x 12 = I 62.160 in3 I
875
Area Req'd. (A) 3V /2Fv 3 x 1295.00 = I 11.43 in2 I
2 x 170
DESIGN
Try the following member:
Beam Size 6x10
Net Area (A) 52.250 in2
Section Modulus (S) x -x 82.729 in3
Moment of Inertia(I )x -x 392.963 in4
fb 4532.5 x 12 = I 657.448 PSI I< 875 ok
82.729
Deflection, Allowable L/240 14 x 12 = I 0.70 in
240
Deflection, Actual 5wL4 /384EI 5 x 185.00 x 38416 x 1728 = I 0.313 in
384 x 1.30E +06 x 392.963
Actual Deflection is less than Allowable Deflection therefore OK g f
THEREFORE: ��
I USE 6x10 (7a, 1 ft. on center I � OC1' •
P
Also, support header on triple 2x6 studs at ea. end of opening 0 t ` ,
v) a
Balogh Architecture 11/28/2011 Page 1