Specifications M I L L E R
CONSULTING
ENGINEERS
STRUCTURAL CALCULATIONS
H. Mart TI
13600 SW Pacific Coast Hwy, Tigard
H Mart
May 15, 2008
Project No. 080469
4 pages
Principal Checked:
051 THESE CAL �' 0� • !I N £ OID IF SEAL
dio; 51043
/ (I
y OREGON
2
(<` 'QRY2
AS 1
C R. W `'
AND SIG ► _ 1 ..r..._ ■ • _ ORIGINAL
EXPIRES: 06 -30 -2008
* ** LIMITATIONS * **
ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT.
DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT,
WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME.
NO RESPONSIBILITY AND / OR LIABILITY IS ASSUMED BY,
OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS
BEYOND THAT SHOWN ON THESE SHEETS.
9570 SW BARBUR, #100
PORTLAND, OR 97219
PHONE (503) 246 -1250
FAX (503) 246 -1395
•
9570 SW Barbur Blvd , Suite 100 Portland, Oregon 97219 -5412
Phone (503) 246 -1250 Fax (503) 246 -1395 www.millerengrs.com
American Consulting G�4 Engineers Council
t
Building Code: 2006 International Building Code as amended by the state of Oregon
Soils Report: No Soils Report by: N/A Dated: ' _ N/A
Soil Bearing: N/A PSF Retaining Walls: No
Equivalent Fluid Pressure: N/A PSF
Material: Wood Steel: x Concrete Masonry:
Vertical System: Lateral system:
Roof Framing: Manufactured roof Trusses designed by others? N/A
Snow PSF Attic PSF Floor PSF Other PSF
Basic Design A= A= A= A=
Loads: Deck PSF Garage PSF Corridor PSF
A= A= A=
Lateral Design Parameters:
Wind Design: N/A Wind Speed (3 sec Gust): MPH
Exposure
Importance Factors I = 1.00 I = 1.50 I = 1.00 I = 1.00 Occupancy Cat: II
(wind) (seismic) (snow) (ice)
(Iw = 1.0 with wind concurrent with ice)
Seismic Desi • n
IMP 4� 4, � x tl, . ` Y : e ,',';:.'4:--:;',-,'','-., f' te--; `I .10:.
US CS t `' s t az ' -'x v l a F N a k
! X} ; �f"x) : / r/ ` r K ,q i i{� s.Z � �'Y .I J i t F i ,'� k a 1 "` � i.4'
Ear thquake Hazards Pm y �� �`'�ya �_ tit - �, l`
-, . � � rogra . l�.t.r�T�. Y`� � }tk+f: r.�. ., w s�. ; -+,�.Y3'.. ,f_k.. .. �j , ..: �, t�it..
Conterminous 48 States Latitude = 45.42654 2% PE in 50 years, 0.2 sec SA = Ss
2003 NEHRP Seismic Design Provisions Longitude = - 122.63313 2% PE in 50 years, 1.0 sec SA = S1
Ss and S1 = Mapped Spectral Acceleration Values SDs = 2/3 x SMs and SO1 = 2/3 x SM1
Site Class B - Fa = 1 0 ,Fv = 1.0 Site Class D - Fa = 1.113 ,Fv = 1.726
Data are based on a 0 05 deg grid spacing
Period Sa Period Sa
(sec) (g) (sec) (g)
0.2 0.969 (Ss, Site Class B) 0.2 0 719 (SDs, Site Class D)
1.0 0.337 (51, Site Class B) 1.0 0.388 (SD1, Site Class D)
Design Summary:
The following calculations are for the seismic anchorage of storage racks to the existing concrete slab at a grocery store in Tigard, Oregon. Racks are existing
and by others.
X 7,P. 9570 SW Barbur Blvd. Project Name H Mart TI Project #• 080469
.t- A Y Suite One Hundred
; k 1 Portland, OR 97219 -5412 Location: 13600 SW Pacific Coast Hwy, Tigard
MILLER
Consulting (503)246 -1250 Client: H Mart
Engineers FAX: 246 -1395
BY: JWH Ck'd: eu, Date. 05/15/08 Page 1 of 4
5 7 5,4 C. Ati c.c./7_3
' STOC CA-C3 i rs '--
� P = Z, 5 C Z . . ? :_- /. o (TBL 1 3.5 - / of c-e 7- c,9
p
5_0 = 0,7 , _ ( ; 1 5 _L = ( , 5 ( s 3 . ' .-SCE, 7 -( 5)
/� Ca) 5 e 6 54'm -F SYS 1 E-M P oc�N e_ NoTH1 - z PL �f (P11{
U = 0 . 15tN)(► 1-1A 1.310 ,I I rr•r)`3 +- (21,2_1N)2](I ViZ,a)C0(D39 0,4,7)
135o„ .
(55, �7.5/..1..,)(2 4_ IS,t \\,., Cs) - (Lt •z,rN Z] 5
1" 135x„ r ( c4c(' it, 7/Vgir-('
- O, (C),70) (/377 1 ,y1.0/ ( r) = 23 / (b
to rt - - sce.cwS ■ NL IC. (LA.. ,v xz t..(, ) v„ _ 15 ' tb _ SOS IL
/�` 777 14 L� r -)C. Sc2Gc. V _ `-
u.}l (6 /Sc/Lt2 --' / �{ CF-.) / C2ti
T9-c -L = 3 /6 /sC 2.G -- ( A ,,,._ _
11 F Ar-C 12- . A'r C\I1a2J•t' 0 ff2s� ra4.c - 7a9 IP (5,F,) 17� fsmc
(2 2 / /6 - ' 2_ 16 < 2(1. 15 L nr8-nr) ' 83x3 16 l'
`1 2- 4 2-(i S5 , ) - -7 7 Lb 1_1
4A/ c tia2- .vim 0c (a -c 1......)/ 3 ` x B K. /(=, (.1 A 4^-q- l_-e w/ C2-- )
0- i -14 x 3 /1 r ' N T J 3 6,1- ?'r ^- 5C S 4�i LE — 713-
' eacte__ A ' 0 (z) 5em P5oN TI TAN (11) 3 /lam il x /' /y r/ CoNC 2e. sceeUs
n-Nt -,t, rb CoN wva Ft.002 rzb e_gs15 5 /0 -711 2 DU& 1-a 3el5/1/C
ovl- 1 2- iventi 9 /tJP1-1Fr /00
BACK
7ooPANet CA-6 1 (W77,:, it_ + 0 l
- _I I I Cvx V
385 r l k
`\\ r- vz. = la h K
` CANOPY s k
385 \ r (� AL
r 330 \• /�_s r = 3 I Z r( (j I O_ 15,1 (/6 1 • (3 - MIo'u11ELF /
N 330 e lr-- G17 �. s
c"L 3 - C r 460 I 1 460 rZ S3Z r //p (Z3 I tb) : 25, I (Ib)
33oL 1 540 I 540 : . 7,t3'(23;1 1_ 38,L, l.b)
1 ( 1783. S
9570 SW Barbur Blvd
de Suite One Hun dred Project Name H. Mart TI Project # 080469
_ Portland, OR 97 219 -5 412 Location 13600 SW Pacific Coast Hwy, Tigard
MILLER Client H Mart
CONSULTING (503)246 -1250
ENGINEERS Fax: 246 -1395 By Jt"r -t Ck'd Date 5/15/08 Page Z of 4
S3, 5
F « C23 II.) (0,'/ (b
"17 g3, 5
� &A C23 115) 3 3, 7 ((
` - 733 , 5
Ma _ r /5, / ( 12, c i C t) +05,7(z(12_,9 + 3g 4_ 5/, q( ct)) 4- L6.4 ( ?JtI5,
t 3 /z�� z(/5, « 12 Z 110 -tN
M2 ' ,ct(53,51�)(o;e7(7 1- 5)Ice4:(3,il) 4- 2(Zr.2c27 P 5�) (Z)(2. 7 w) (z1,2eg ") = 263at 1�
1 941. 142-
Me > t-4 .D 0 .
CA 5E Z /007, L Y- A� i3T" 76P S41`r; F oN cY
T
h _ S
)(53,; ( 5 )(Zo T' 5X/2, (" ) 7 /5 /6 )7)(/5) 3 7G ` t l b=t�v
0 ,7(a)08,,( r)(5. 6 )C2 -i ) � D5Ib -1N 2_, 5). , �4 L 4 Iy # ._
//N� N /4:1- �
M27 Mar -�^ h,� �A0 (2AINi
(16 1 CZ s� +trty t—d?�.y�1 — 4 -I L 21 I b�
cXyG
I � i — J
_
uPc .(1.49 '
N6 - rd - `r x 3 l� c�� n,K+c.,. CG AT
E E7Z4 a �a C> L 24-c k ' 7- <1 2c» r ✓J
6A : C rso
(2) 1 lb/ 8 S c Z 5ce.ck) t-40-1, -1, (2) 3/4" H-w tt rE S 3
*
C2) ?s- /,, '°r G S 1 t N CZ) . IA to
. S coI.,C, Sc2�lS w� 1- �f►.► t 1 1/7.2 1 , ENIl3En�er.r
•
9570 SW Barbur Blvd Project Name H. Mart TI Project #
Suite One Hundred Project 080469
" Portland, OR 97219 -5412
:�� -• Location 13600 SW Pacific Coast Hwy, Tigard
MILLER Client H Mart
CONSULTING (503)246 -1250
ENGINEERS Fax: 246 -1395 By jLi Ck'd tl' `. Date 5/15/08 Page 3 of 4
'
BACK PANEL
100
i / — A-CANOPY
385 �.■�J
385
Y OP V(}�' // C N 330 330 H - MID SHELF
4 N �-
460
SUPI kik / 0V6=i21t1ef -N t h1 k--'t 330 1
330 I 540
1
C.. A-
/44,- r (o roc-/-, Z /b -rte
/I� 2 = 0,9(53, r51 (D,67(Z , >) f . 5) Z1 2l. 2 = 13
Z(! &I4)
T� _ 3<q-.2 —/ 323/) = Cl�� lb
A2r.2� /z)
•
USA � n' 3 / 6 � �n , ,AU 4.(2). #IO -1� K 3 /cf/f) -
75�.s 3 5 46 �-t.� - i- A
L- sc2; ci S ) 4- A] v, LE: TC ,AIL 4-1
IV1rN, CZ) 3/`6`` 0 /A. 7767k/ H X ft UAt COPc. SC2 S
/z 1 � A-ie& er,-; ) TO C6NC
•
g } °r 9570 SW Barbur Blvd H. Mart TI 080469
7: Suite One Hundred Project Name Project #
13600 SW Pacific Coast H Tigard
- �• „ -`r•'+ . Portland, OR 97219 -5412 Location �+ g
MILLER Client H Mart
CONSULTING (503)246 -1250 of 4
ENGINEERS Fax: 246 -1395 By Jwt-( Ck'd EYUvi Date 5/15/08 Page
( 3 & az" s-.- Pa_ „ =-mob
BACK PANEL
700 700
_ , - - - -
385 �--- _- - -- I - - -- - -- - -- - - -- �
3x5x1(� -1A.
_1 \ (___
CANOPY I I R- CANOPY L0.-141 q t
385 ' ---- 7. - . ----- -- __�
A o-- �u.RdCIL
i — N0 qr EA,. 5,40 ` 24 � Ty�
_ I I _ (C) ..aifi
330 � — AIM i ft,
ut minim s
° MID SHELF —� 1 7 -- H-MID SHELF 1 %
N I ilffl
330 s
4
` v�
F 460 1 1 460 ...A • - • . ' lip..
f 11 if — - E 5 • • l2`TT
330 540 540
- I
( 3 /16," oi4•SiMPSoP
It
< < 5Ctia.aS
` _ -, A. Anac�LE f 0. x
C2.3 - a it] — i , K /'{ 6{
0E611140 C - L
��
PR
*ac 3 SKEET' 61 - ,
c1 - ;\ A G I N . f 1 � 5ce� s EA. a,k,yl
` � 510 43 •9 / 9 L.. rU L L (2.) s I D E 2a c. S c -ta �.c.1�- 1 N P. / Y _ N. r s.
A 14 • i t
- 57 OREGO % —
'y
�'IR 2`3
9, R W P , � S O
L EXPIRES• 06- 30 -200E)
Vi
` 9570 SW Barbur Blvd
1 ''' Project Name H. Mart TI
Suite One Hundred 1 Project # 080469
.4'4, ,r,!, Portland, OR 97219 -5412 Location 13600 SW Pacific Coast Hwy, Tigard
MILLER
Client H Mart
CONSUL ING (503)246 -1250
ENGINEERS Fax: 246 -1395 By fit,., Ck'd i'' i Date 5/15/08 Page 4 i of
I
BACK PANEL
700
1
r 7I CANOPY
385 t. t . ) 3X3 X.16 IAA.
_ 4al1Lt 1 G "1.�.a4t
I ac EA . 14AILF eAts.
385 l Tx?. i
330 1 MID SHELF �� ,,
(a) R-4-0e._ -
cv
��
N 330 I
j 460 '■. -, --
try '-I
(6) 0 , Y
N
330 0 6 DO': - • n
\ NalliVir
tuts
330 540
rillinnil;1 1r
•••+ . 40 • ..• f ; . ... . • -• 4;‹ ., ... :• (%. . "" • .- "• '': '` ..•
S t ILk P5.,. r..1 T1TZ' 4
Ca tic 1{D (53r.1C.
ScZ. s EA,
S- R u C T U R g C ANc t.E Qn Cat4c,
5��,U PRO,,F / � .
£F (�� •(2) #(a- (L. K. y.
s. r
1033 ', 14A�1. r I StDe 2A CI - EK S 3 51 lTU►rt►1..
j iiii
u.T.S, sceewi ea. At•4a1.�•
KNN., OREGON o 1 T`tP
'L 20
....
gRY 2' 3
S ic � � 0
R. W Al
[EXPIRES: 06- 30 -20CB I
9570 SW Barbur Blvd H. Mart TI
Suite One Hundred Project Name Project # 080469
_ Portland, OR 97219 - 5412 Location 13600 SW Pacific Coast Hwy, Tigard
MILLER Client H Mart
CONSULTING (503)246 -1250
ENGINEERS Fax• 246 -1395 By jt„)A. Ck'd lvJ Date 5/15/08 Page OZof Z
ti,
Date: CHECK ANCHOR BOLTS FOR SHEAR/TENSION
2/25/2008 1W� a ��1r 7 00
• Check Bolt For Combined Shear And Pullout
MAY 0 8 2008
Uplift Value From Overturning Section Fots -1.13 Negative Uplift TIGARD
Tension Value From Base Plate Section Ftbs -0.049 Negative NoING DIVISION
Longitudnal -- Base Shear Per Colunm Mt s 0.435 Kips
Transverse Base ShearPer Column VIt O 1.54 Kips
Allowable Values For Expansion Anchors Maniac f ifilti Kvrtk Bolt TZ ESR -1917 olt, Concrete fc' s 3000 Psi Anchor bolt Desc. , 3.5 3 114
LRFD Example: „ 2000 psi 1/2 Dia x 2 1/4
Vallowable Mow. Shear $Fass 2839 Pounds Embd. Length
Tallowable Mow. Tension +Fts 2388 Pounds r r ° ,::, ,
Resulting Combined Load Check
Fra ( Tactual / Tallowable) + (Vactual / Vallowable) <s 1.20 \
Vacbuala Vtc / No. of Anchor Bolts Per Column No. of Bolts 2 it
Vactual Vtcm 0.384 lops Per column
,t Tactual s Ftb I No. of Anchor Bolts Per Column •
Tactual Ttbs 0.564 Kips _-------
T Ratios 0.090
V Ratio 0.038
Fre 0.126 <s 1.2 OK
Tension On Bolt
Tactual
Vacival
Embedment Length it To I Shear on Boll
` � - ; , C r ` ` i a K j w
t '
r CJCN , i Sri .
3.5 ' � �
� � n �j } j' � �. ,, �;� � { � ;� i � �.�� � � " Concete Slab
inches :N ° {$ r rs , itv i ,
� '` 17 Dia. X 3114 Embd.
11
Prepared By. KL Wood Engineering and Associates, Inc.
i I I
I r 1/2° OA x 3 1/2• Is-
y� . y
a+ eED�IENT ® =L RECEIVED
. -I r Imo, DCq o.„ 0 1 ., t :tk, 1
'j 13600 S.W PACIFIC HWY. MAY 082006 i �hH
0 C/i s' CITY OF TIGARD
TIGARD OR 97223 '- } -- �� .
BUILDING DIVISION I
1—..t..-1 I
TYPICAL IU18 COLUMN SECTION
TYPICAL. BASE PLATE (w/ IU18 COLUMN) MATL• 3' x 1 5/8 x 14 GA
Fy . 50 kart.: 3/8 x 5 X Y WS PLATE ksi
Fy - 36 k8i
i ' '�.
) 1\ iik______...\ •••.... (
/" ,� 1
/•, S .
eons ma pro. '
/ V-jr •
•
/ ❑ 1 -.1[. j............ 1
jr a c c
,::, I
I '
2 4• r x 1 Mr ■ 14 GA COUAW UPRIGHT 4
r-111 " T i \r --- (n) , 7
- 1 7 ; , ..,
. .. v 0 ,
...
„..........\, . .
to :A ii
r 4. -1 i \ .
/ s . 0 / \
/1 . Ili
-1—. I / V <NO wiz ErtszcT
' - sm. 3-PO4 ENO C0046 • •
�-- --- - - - --' 9 GA: (3) 3/8' 01.1 r'* S E70 —GOIAW
45' TYP. SWEDGED TO CONNECTOR 1/8- ,,,,,_,2 TOP R 801TDY g
UPRIGHT BRACE YIELDING Fy ti: V
j �I ----2\r----
I 1 I l' I I I _ 1 MATERIAL FLAW & CONVEYOR SYSTEMS. INC
. W tj
14 GA r n,n.ay..a.o... �.aa.om
I
®Mae® I ®0.0103 o: v.. ii
.O. RACK SYSTEM COMPONENTS
�°"'
arm WO aa�aarn ` :e�
ea STANDARD CONNECTION DETAILS
� ® • • ® . • a® av .e MARL MEM • TYPICAL FRAME BRACING ' ® =cm NO O �° ® a Has 01.001101 PARCIAL S10E VIEW — UPRIGHT FRAME MArL 14 GA -f p 1 .a-• ` 0100 .K r 00. A MI ■ N-r
Fy e, 50 ksi - - - ` oo apt m+t COM. 0••• a_ mss. 110003. a e � b all w. _
o • ' " o o 1 ' 04- 30- 08''"' NT$ 08 08- 3700 -001 V 1
•