Plans is. • e .2
, an ■••• A
I Q 2 67) ' 7 & 7 5 I / )•, g'
/6 2 3o 6 L.J f htvx i 2-0
il-
P
cn
5c
L.Li
1 J _1 • .- cirde
____
30:.8 d••, Bathroom notes:
HUB ' W occ °int All walls FRP
• d cato 1 Sheet vinyl floor
b
1 , --; , 6" rubber base
, ID . grab bar ADA signon door
2
111 1 1 •i k 1 -
_—,-..-, [ . .
ill 11 E
III! iri 10011141111P, giv.,J -,
. ,
I EE E . E A ra- i: ::
::::::::: -
. IliP11 FD i =_:.,....__ 36 grab bar
100.0-.
1!,.)•141 oat.
mr EH ...,.
- "e"piril , fri... ; 11 11
I _
, ,,,......„
viol" ,4,„ 4' LAY at ■ _.
PI
; . R • . ■
11111111 I 4 .
ID @I 1 AWI" off 1 ': :.
: MIE •1111 0 111 i:
m .:.
II IIIMM
111ill 1‘1 IL:
1 1■111
i. ..
6 1.11 . 4110. ! M M ii
Q02 OD ::
iiiiigi
c
--I OC=1 ii
il!T ;I: _ .
1 ==._=__==___ • ..::
111111111 1 ' 0 OR SIN< ell
Are) I 11101 INE • C01: 11
EEEE-2 w ..1.1.1 ii•lax
co Ci) ram" ii
- _ - .11--N - E - -= c iii-E--i_52 NI • ::
_-:---gE---.----a.= • _
E- F. . Tr: :,:i:;:;•;•;•;•i•i:wo■i:;•;•:•:•:•;:;::
■r RECEIVED
---------wi
_ • Co Illefall
vim". JUL 2 9 2009
—.§11411 U 4 .-iii 111". CITYOFTIGARD
1 J11.11P221120111EMMIlis to .1
ii m■41Mbri • Butiviz DivisioN
il.-119:;_ won limo L'•
II 41 i . 6
I ..
4 .11 0 .
II 1 .0 'IF ; OF II 1 N
_ 00
-- _____ _ „„,,„„„„„„,„„,„„, _
) ,
•
•
. ,
, • RECEIVED; .
, . ,
.:JUL '17 2009 : 1 14 "'in .
,(a) NEW iii-
z.lAe wen (s -TDN)
CITY OF TIGARD (.13 7 a 8 .
. BUILDING DIVISION 'wEir; . .. . Its c c , : e
uNar b: - i0 1 &44 y 34.
.. x Ki TALL
PARS £w- - W' w a'* !4 14u. '
- p'LTS AZE. SOACFD a 3a "%
- ; EAct i 3aL5TS ZS 1)4 TG JED Faz AN AprzrSop.AI
I I 3 0(i ° rECH FUrDJr ►A9D (.tu»t/ 5 ff. ,M 6:08EJL
•
WORST CASE AS5wvE (,fiV1'ER v`OILSr Plus 3/5 WM
"Mr 73 7 i
• 1 ,R..00E- was pEST4i4Ea FUR ,1IrsF DI. i, .
Acn-ut D i 3sf sir, (4SS . •
•
•
ittyrf : IF UNIT EDGE CAN OE , ( Vii , 1 - I - 31.44 0 . S //W /a) t �
. 149 6 . 7 6 - /oci i
' ALLGJ OJL
JE.D I GL GZ.R.Drdt l �\
i 13gp•
l AN WAN 17. • (. c so ; . JDrsys OA- '
T aA^55 41 s 7. a RV 4 3ov .
•
- CLAMS MS I5 IM" TAIL, 14 GA1• " ? •
. yy las
4..-1%.' ®PfiOf, :5
c � w i � M 6 (f'�'�F)lo•�')7 F+11 ajMr,wt,�at I
-. - it: . 214 it I GARS CAA ,' P
1(W(A 144" Qvi6T 10 aurst
vp c c:1 ?.GsfrN = ; --•) ONty A�fi�E f^LV H.F,IPRie FWt „ may _
cr.s, i. 79,4 ' "~
G 4 KYLE W -
E7P 6A/ /10 - SEE PRrN to►.T
•
•
'I'M REPPEY eve Dm W15/0 i
I� A CONSULTING ENGINEERS
ter t__ Aes- macµ IT DATE
7650 S.W. Beveland St, Suite 100
lot No 9aa1
Tigard, Oregon 97223
Phone (503) 443 -3900
SHEET 1 OF 3
•
Wind and Seismic Loads on Mechanical Unit
Worksheet Calculates the wind and seismic forces for a rooftop mounted mechanical unit based
on the ASCE 7=05 or the 1998 UBC OSSC, using the more conservative value. Hold down forces
are calculated based on 0.6D + (W or 0.7E) load cases.
Wind and Seismic Loads on Mechanical Unit
Windspeed := 80mph
Exposure :_ "B"
Fastest "
• Mile := "yes
( Windspeed is a fastest mile value ?)
Seismic Parameters
SD := 0.719
a := 2.5
R = 6
IE := 1.0 •
Building Dimensions
Category := "11"
Roof Elevation := 20ft _
Mechanical Unit Dimensions
Displacement _ "Fan Unit"
Weight := 7281b
• UnitHeight := 36in
Width .:= 44in
Length := 70in
Curb := 14in
0
SUMMARY • Method Used = "ASCE 7 -05 - Analytical Procedure 6.5"
• D= 728 lb
Displacement = "Fan Unit" W
E ASD = 183 lb •
h seismic = 2•667ft a-_— to W = 434 lb
1 \
X =3337ft �_
h Wind = 2.083 ft T Wind = 53 lb `
ctAiza 5 d2F.1s IJsu.
Notes: T se i sm i c = - 72lb AIN F,G2WITS
1. Positive sign convention shown. Negative values Indicate opposite direction
2. X equals the width of the unit minus 4'
• 4MK
•
a/3
•
•
•
•
•
1. ' V Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Spectral Response Accelerations Ss and S1 -
Latitude = 45.493900
Longitude = - 122.797100
Ss and S1 = Mapped Spectral Acceleration Values
SiteClass B - Fa = 1.00, Fv = 1.00
Data are based on a 0.05 deg grid spacing.
Period Sa
(sec) (9)
0.2 0.970 Ss, SiteClass B
1.0 0.349 S1, SiteClass B
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Spectral Response Accelerations SMs and SM1
Latitude = 45.493900
Longitude = - 122.797100
SMs = FaSs and SM1 = FvS1
Site Class D - Fa = 1.11, Fv= 1.70
Data are based on a 0.05 deg grid spacing. .
Period • Sa V
(sec) (g)
0.2 1.078 SMs; Site Class D
1:0 - 0.593 SM1; Site Class D
Conterminous 48.States
2003 NEHRP Seismic Design Provisions
Spectral Response Accelerations SDs and SD1
Latitude = 45.493900
Longitude = - 122.797100
SDs = 2/3x SMs and SDI = 2/3 x SM1
Site Class D - Fa = 1.11, Fv = 1.70 V
Data are based on a 0.05 deg grid spacing.
Period Sa
(sec). , V
0.2 V 0.719 SDs; Site Class D
1.0 I. • ; SD1 Site Class D .
•
3/
�w 15 i a
. ,
- , ,/: fiEGON - .. 0 \ `f e.t 19,2° fi r.- \ \ \'i \ . \\ ` \ \\.
TRus SES MSS-Grief) 'FOR A 0O.LTLONAL • \ 1
III N
'TENANT
r^6GHANU.a1L LOAD UryTHL) 5' -0' FeoM \\ ,;\ PAt PAVI u'L1�N
(E) GL BEAM 1 (SHADED AREA). 'i��`` WAc�
AO or SuPPofZT ANY C�ER NEw ; � \
1,
El tArPmENT F(2OM - flier JraSTS . `
stAPPo G. TT1ESE NEW UNITS, `: \`_•
rr�i
;1
1� TENANT PA2R1'ZdN
\ wAi.. w
1 1
CO) NE:W M6GF1. UNITS Su ' E) 6 L. , BEAM A6oVE'
11
'IOTA L WEzGttT 11
(r�wr�awG mss) 7;8i
1 ' PgmaOE REARING
1.
CAB b1MENS Z x y cOS (olo" 3 ° c ,ocr -s►G 8frw 1
';
:•
ALIGN Low, EDGE of c..0.8 ON TOP 1 1
1 ` Cwef3 AND E,) M
C 1 TyP.
OF C E) GL BEAM 50 THAT TliE NEAVIER 4
- 5.7.-CE oF E :, W N
TN LA 6FJIRS OdFR THE 1, �� TYP. ALL WES
BEAM (cot-NE/Ls A' mob ' 6' D4 r1A A 1 \ - - ./01 umIT
NUF GIWIFj¢.S
- GAT S $T5), ExAcT UNIT LOCATION \ �;\
1 \`.
AL.oni LEJ&TH OF (E)'BEAlA rr AT THE :,
Co N r A crO RS IzCCK
SETSOJJ . 1 ;'
1
i
VOTES . 1 T G ) gooF SoISTS
- INSTALL ALL, A1EW F 2/FMTNG PR -o ! \ e a '_ ca�r O�L TYP.
TO TN STA U-IN G UNIT C.u(ei3 . N,
- ALL WAgFItPR.00FDJ G ;! — 'I \ \\ \
— _,—
1
I. I I I I I
ME04 . oF PLA N -4 N
s ky f� fig „_i:o.
•
-iL� TM RIPPEY
ay war 7 /Is /o
11 CONSULTING ENGINEERS
LITTLE CAES,AR.S - MECH. oa BY DATE
7650 S.W. Beveland St, Suite 100
JOB ND 921
Tigard, Oregon 97223
Phone (503) 443 -3900 man 51,-1 of 2
• 1 .
•
•
1'
TRANSFER BLOCK -- TRUSS WEB
NOTCH LOCATION
DE
NEW RTU TAIL •A•
NEW RTU CURB TO BE 7x(o D.F. '2
CENTERED ON NEW
FRAMING MEMBER
(Kw 14" TALL , /OA) (3) SIMPSON SOS (• 4 x 3"
SCREWS TO VERTICAL
SIMPSON SDS 1 .4 x 3" BLOCKING, EQ SPACING
SCREWS SPACED •Y a' O/C TYP.
•
it 10 1 • .
AR.ouND -germs .
(a ° PF IETRhssd l -
\ TIT° HEADER). •
•
4 bFin a
NEW 2x LOAD TRANSFER NEW FRAMING M PANEL POINT.
BLOCKS TO BE. CONSTR. W/ SIMPSON 'LIDS' FACE TYP.
•• PANEL POINTS, NOTCH . MOUNT WAN GERS W/
. OVER EXIST. TRUSS WEB. 10d NAILS -
(Da0J48 - L.111 ")
Ar UAA[T EDGES PARALLEL �agt Pri0h��i
vac aDLSTs use alit $ 6
SECTION FIAr SWUM.* � ' as,zPE i5
s Ka _R,wo5 SCALE, N rs • o4GO Z
q it1ENO
TM RIPPEY
NS1 By.7 /Is/og
. 0 13A.7m4OE s LLr1 IE CSR
7650 SW Beveland, Suite 100 CDC BY DATE
• • Tigard, Oregon 97223
room 4. a a t
Phone: (503) 443.3900
Fax: (503) 443 -3700
sow 5Ka of 0
•