Specifications • Z`f e- /3 aU ecew
ED
DEC 0 4 2013
CITY OF TIGARD
STRUCTURAL CALCULAirmigNGINEERING
FOR
CONSUMER CELLULAR, INCORPORATED
OREGON BUSINESS PARK III
15605 SW 72ND AVE.
PORTLAND, OR 97224
-- ROOF MECHANICAL UNITS --
3t‘) PRO,44s„,.
#.,
1 187; I.
OREGON
O '(141 5' 95� ��
yti F. NORV\\
I EXPIRES: 12/31/14
Contents
Summary S1
Details A-D D1 - D4
Gravity Calculations G1 -G2
Lateral Calculations L1 -L2
Contact Person: John E Nordling,PE Enclosures El -E3
NORDLING Proj. No.: 13-432
-41r� ! -1.` STRUCTURAL
CONSUMER CELLULAR
ROOF MECH UNIT
ENGINEERS, LLC DURUS CONSTRUCTION LLC
6775 SW 111th,Suite 200 Beaverton OR,97008 Date: NOV 2013 By: JEN Sheet No.: COVER
4
SUMMARY
ROOF TOP MECHANICAL UNIT SEISMIC REVIEW
2010 Oregon Structural Specialty Code
Seismic Occupancy Catagory II
Site Class - D
Seisimic Design Catagory - D
Ss = 0.931 SI = 0.336
SDs = 0.103 SDI = 0.381
There are two new rooF mounted mechanical units.
weight 1,050 lbs
length 59'
width 59'
height 51"
NORDLING Proj. No.: 13-432
STRUCTURAL CONSUMER CELLULAR
ROOF MECH UNIT
ENGINEERS, LLC DURUS CONSTRUCTION LLC
6775 SW II am.Suite 200 Beaverton OR,07008 Date:NOV 2013 By: JEN Sheet No.: S1
r
ti
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EXPIRES: 12/31/14 I'
NORDLING Proj. No.: 13-432
CONSUMER CELLULAR
STRUCTURAL ROOF MECH UNIT
J, - ,1 \ ENGINEERS, LLC DURUS CONSTRUCTION LLC
6775 SW 111th,Suite 200•13euvcrton 012,97006 Date: NOV 2013 By: JEN Sheet No.: DI
it ,U�I tp I`I ' "
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f `—
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I J–
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(E) ROOF TRUSS
0
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1
1
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GN CURB OVER
(E) GL GIRDER
❑I 2x67 ROOF SHEATHING SUPPORT W/ SIMPSON "U267" EACH END.
E2 4x5 DIRECTLY UNDER CURB, WITH SIMPSON "U467' EACH END.
C2x10 LEDGER W/ "I0 x 4" WOOD SCREWS 612' o/c TO (E) TRUSS TOP CORD 4
SIMPSON "L10' AT (E) GL GIRDER. 2x10 LEDGER TO SPAN FROM (E) GL
GIRDER TO FIRST TOP CHORD PANEL POINT BEYOND MECHANICAL UNIT.
%10,p PROFFs�/o
12,18
AT* '
toREGON
✓O ✓G(), 1 5, 196' /47
(5) ROOF DETAIL tiN F. NOW- 4#
EXPIRES:12/31/14 I I
NORDLING Proj. No.: 13-432
CONSUMER CELLULAR
STRUCTURAL ROOF MECH UNIT
Jam; c I ENGINEERS, LLC DURUS CONSTRUCTION LLC
6775 SW 111th,Suite 200 Beaverton OR,97008 Date:NOV 2013 By: JEN Sheet No.: D2
MECHANICAL UNIT—)
UNIT BASE
(4) "Im SCREWS
• (4) "10 SCREWS-fit
STEEL BRACKET— '"
"12 WOOD SCREWS 612" o/c
FLASHING 4 ROOFING BY OTHERS \ CURB
LEVELING CURB (AS REOTD)------__
(E) ROOF TRUSS-,H
\���R�D PRO,cFsf/O
12,187
. OREGON •.
C
EXPIRES:12/31/14 MIi
NORDLING Proj. No.: 13-432
CONSUMER CELLULAR
STRUCTURAL ROOF MECH UNIT
ENGINEERS, LLC DURUS CONSTRUCTION LLC
6775 SW 111th,Suite 200•Beaverton OR.97008 Date: NOV 2013 By: JEN Sheet No.: D3
r
MECHANICAL UNIT
TOP CHORD—►I
PANEL POINT
I7Z — - - -
-i3 -)/,3 2
,/" "/ \ \ 3
1 / / \ \ EXTNED TO NEXT-/
I.. --I: ,i. / \ '\ TOP CHORD /
I \ '\ PANEL POINT
1 I, / / V 'V / 7," .
/ \ / /
�
(E) GL GIRDER (E) ROOF TRUSS)
\5�f��D PR0,c8io
12,1:
, I
f
4• OREGON hi,k,
DETAIL �oyNG< 15, ,q,,,
Er......J.01 i F• NORO
I EXPIRES: 12/31/14 i -
•
NORDLING Proj. No.: 13-432
1 STRUCTURAL
ENGINEERS, LLC CONSUMER CELLULAR
ROOF MECH UNIT
��, DURUS CONSTRUCTION LLC
6775 SW 1 1 lth,Suite 200•Beaverton OR,97008 Date: NOV 2013 By: JEN Sheet No.: D4
I I i l l l l
I I I I I l l l
1 l
1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 7o(
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II 1 I 1 1 1 1 I I p "
ii I I I 1 360 I I II A
j : : I — 241
1 ! , , , , , I I 0
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C B
2 6 8 184
NORDLING Proj. No.: 13-432
CONSUMER CELLULAR
STRUCTURAL ROOF MECH UNIT
•r
>i 1 ENGINEERS, LLC DURUS CONSTRUCTION LLC
�J 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:NOV 2013 By: JEN Sheet No.: G1
r
A CURB SUPPORT 5 CURB SUPPORT O (E) O.W.S. JOIST
PSF PSF PSF PSF
DL LL TWU DL LL TW
10 25 5'-0' 10 25 45' o/c
ROOFING 2.0 psf ROOFING 2.0 psr
SHEATHING 1.8 psr SHEATHING 1.8 psr
INSUL 1.5 psf PM 360 lbs CORNER D INSUL 1.5 psr
CEILING 2.2 psr Truss 2.0 psr
MISC 2.5 psf 35 lbs CURB 1.3sf
10 psr MISC 2,1 psr
10 psr
PM 1,200 lbs MECH UNIT PM 300 lbs CORNER D
WM 85 p1r 35 lbs CURES
1,200 lbs /(1'-0' • 2)
P
W W
111111 111111 111111 11111
A AA
r� P A
6'-9" [ 4'-0' f I 3-1.3'
4x8 DF-L No.2 4x6 DF-L No.2
R1 R2 RI R2 EXISTING
R DL 155 155 _R_DL 16 37 M 24,348 ft-lbs
LL 624 624 -LL 75 285 ___-_�� W plf 140.0 plf
TL 780 780 TL 91 322 W psf 35.0 psf
brgL 0.36" 0.36" brgL 0.04" 0.15"
V MAX 780 lbs Self Wt V MAX 322 lbs Self Wt WEQ DL 10.0 psf
M MAX 1,316 ft-lbs 6.03 plf M MAX 262 ft-lbs 4.57 plf WEQ LL 25.0 psf
WEQ TL 35.0 psf •
V (d) 640 lbs V (d) 320 lbs
W/MECH UNIT
fv 38 < 180 psi fv 25 < 180 psi M 23,893 ft-lbs .
fb 515 < 1,170 psi fb 178 < 1,170 psi W plf 137.4 plf
W psf 34.3 psf
S1S1_
DL -0.01 ._..A DL.-._-.-.... 0.00 ._-.........._-...._-....-.....- ....._........_._..._.
A LL -0.05 ALL -0.01 WEQ DL 7.5 ps f
L/+999 L/+999 WEQ LL 26.9 psf
ol< ok WEQ TL 34.3 psf
A m -0.06 A m -0.01
L/+999 L/+999 -L
CR 1.00 CL 1.00 CR 1.001 ` CL 1.00 W IL 34.3 psr < 35.0 psf -ok-
CD 1.00 Cf 1.30 CD 1.001 1 Cf 1.30
NORDLING Proj. No.: 13-432
CONSUMER CELLULAR
1 STRUCTURAL ROOF MECH UNIT
LNG1NLLRSLLC� DURUS CONSTRUCTION LLC
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2013 By: JEN Sheet No.: G2
MUSGS
Earthquake Hazards Program
2005 ASCE 7 Standard
Location 45°24'25.39"N Ss and SI =Mapped Spectral Acceleration Values
172"44'56.5" W 15605 SW 72nd Ave,Tigard,OR 97224
Ground Motion Ss 0.937 Si 0.336
Occupancy Category II Site Coefficients FT 1 13
Site Class D Fv 1.73
Importance Factor 1.00
Height of Structure 20.0 ft SMS Fa* Ss 1.054
SMI Fv * Si 0.581
Design Category(SDC) D
SDs (2/3)SMS 0.703
SDI (2/3)SMI 0.387
Air Side HVAC Eq= 0.279W+0.2 SDS W
ap 2.50 RP 6.00 W :Weight of Unit
F 0.4 ap •SDS /1+2 z •W
p=
Rp h! n
z= 20.0 ft ASD
Fp= 0.35 WP->* 0.7 0.246
z= 24.0 ft
FP= 0.40 W P->* 0.7 0.279
FP MIN= 0.3 SDS IP WP
0.211 Wp->* 0.7 0.148
FP MAX= 1.6 SDS IP WP
= 1.12 WP->* 0.7 0.787
1, „ ,0t
� NORDLING Proj. No.: 13-432
STRUCTURAL CONSUMER CELLULAR
ROOF MECH UNIT
>/ ENGINEERS, LLC DURUS CONSTRUCTION LLC
6775 SW I I Ith,Suite 200 Beaverton OR,97008 Date: NOV 2013 By: JEN Sheet No.: L1
vEQ
.„3:7> i 169 Ibs
89.
W:
1,200 lbs
:11\'
3/3;
411411111111444
Ibs '0
C: 52 lbs 1114
Height 51" Weight 1,200 lbs
Length 89" (4) STEEL BRACKETS W/ "12 SCREWS TO
With 5 ROOF CURB 4 *12 SCREWS TO UNIT BASE
Curb 14" RAIL. -ok-
VEQ= 0.279* 1,200 lbs +0.2* 0.703* 1,200 lbs
= 335 lbs + 169 lbs "12 foI2' o/c SCREWS FROM CURB TO
FRAMING BELOW. _ok-
T= 335 lbs * (14" +51"/2)/59"
+ 169 lbs/2
- 0.6* 1,200 lbs /2
= -52 lbs [0 Net Uplift]
V= 335 lbs
, NORDLING
STRUCTURAL
Proj. No.: 13-432
CONSUMER CELLULAR
ROOF MECH UNIT
ENGINEERS, LLC DURUS CONSTRUCTION LLC
6775 SW 111th,Suite 200•Beaverton OR,97008 Date: NOV 2013 By: JEN Sheet No.: L2
. , .
528194-YTG-J-0512
Weights and Dimensions
ZF078-150 Unit Weights
Unit 4 Point Load Weight Unit 6 Point Load Weight
fes, ____ ---
ice`
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- —
FRONT `` FRONT
LEFT B C LEFT C D
A A B
E
D F
LEFT FRONT
ize Model "eig t •s. entero ravity , -oint oa• ocation •s. • -ont oa• oca ion •s.
(Tons) Shipping Operating X Y A B C D A B C D E F
078 ZF 865 860 38 24 200 149 218 292 140 114 95 138 167 205
(6.5)
090 ZF 885 860 38 24 205 153 223 299 144 117 97 142 171 210
(7.5)
102 ZF 1012 1007 38 24 235 175 255 342 164 134 111 162 195 240
(8.5)
120 ZF 1065 1060 38 24 247 184 268 360 173 141 117 171 206 253
150 ZF 1258 1253 47 25 251 280 381 341 164 176 190 259 240 223
(12.5)
•
Johnson Controls Unitary Products 57
6I
528194-YTG-J-0512
ZF078-150 Unit Bottom Duct Openin
89
32 11/16
6 13/16
�l.
L.A
6 13/16 • 0
• e
} RETURN SUPPLY •o
AIR AIR
• o
24
0 27 1/2 0
• 18 21 o RIGHT
0
• . (
O
20 1/8 1973 1/8 0' 1
1/8
17
1 1 1 O :� 0 12 5/16
0 0
4
-m Bottom condensate drain
J -14 1/2 Bottom gas —25 9/16 Z U
��
supply entry 1
16 3/8—.--
18 1/16 FRONT
l
TOP VIEW 4
Bottom power,control l
and convenience outlet
wiring entry
a._ JX 00.675
O o O I'Iill
O
\Oo !i0
2.469
Johnson Controls Unitary Products 61
1,
528194-YTG-J-0512
ZF078-150 Unit Accessory Dimensions
ZF078-150 Roof Curb
RIGHT
80-5/8 INSULATED DECK UNDER
CONDENSER SECTION
20 •t4`
SUPPLY
20 6
411111 '
2 TYP. •
•
•
30
50-1/2 ► INSULATED DECK UNDER
COMPRESSOR SECTION
8 or 14 FRONT
ZF078-150 Transition Roof Curb
2TYP
23 4
50-1/2 30-1/
26 80-5/8
SUPPLY
t,41 to 0 0
10
76-5/8
94 59-1/4
FRONT RIGHT
64-1/4
64 Johnson Controls Unitary Products
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