Plans • -- , 62ct'3-cv7od
CLARK
P A C I. F I' C
Architectural, GFRC, Natural Stone, CCAPPTM
and Structural Precast Products
April 27, 2004
Brian Blalock
City of Tigard Building Department
13125 SW Hall Boulevard
Tigard, OR 97223
Attention: Mr. Brian Blalock
Reference: Washington Sqr. Mall Pkg. A
Clark Pacific Job No. 6004
Subject: Precast / Prestressed Concrete
9585 SW Washington Square Rd.
Dear Mr. Blalock:
Please find below a list of your review comments dated April 20, 2004. You should find a response to each of
your comments as stated "for prestressed and precast concrete products" (comments 32A through 32H). This
letter along with the re- submitted calculations and drawings should answer each of your items. Please find
attached to this letter our in house stressing calculations per the current PCI method.
Item City Comment Clark Pacific's Response
No.
32A Submit drawings and Drawings and calculations to be initialed by Dan Munn of DLR.
calculations with review
by Engineer of Record
noted on drawings
32B Submit calculations and • Panel 2F26B has already been analyzed for vehicle impact
details for vehicle loading. See analysis output on sheet B5.2 — B5.4. (Sheet B5.2
horizontal load at has been revised to clarify location of impact load.
spandrel 2F26B, 2F34,
2F26A, 3F40A, 3F23A, • Panel 2F34 is nearly identical to panel 4F34 and does not
3F9, and 3F10. represent a unique case. See analysis of panel 4F34 (on sheet
B10.0 — B10.5) for vehicle impact analysis.
• Panel 2F26A is located outside of an upturned moment frame
beam and is not accessible /exposed to vehicle impact. Panel
4F26A (above) is subject to impact load. It is very similar to panel
2F26B — see calculation sheets B5.0 — B5.2.
• At time of submittal, panel 3F40A was not accessible /exposed to
vehicle impact. Subsequent revision to bridge location requires �o
I modification to panel 3F40A and it has been re- analyzed w `I
inclusion of vehicle impact. See new calculation sh
B11.6. i; �,� ri°
M PS 7'
1980 South River Road, West Sacramento, CA 95691 -2817 916/371 -0305 Fax: 916/372 -0323 \,� 10\\1\ 13 Slover Avenue, Fontana, CA 92337-6978 9 Fax: 909/823 -1361 G Q \C\
Contractor's State License No. 690453 �V\
www.clarkpacific.com
32B • Panel 3F23A is located outside of an upturned moment frame
cont. beam and is not accessible /exposed to vehicle impact. Note —
revision to panel has been made to provide additional out -of -plane
support for cantilevered end. See revised calculation sheet B4.0.
Please also see detail D12 on drawing SD2.
• Panels 3F9 and 3F10 are similar to (yet smaller than) panel 4F17.
Panel 4F17 was analyzed for impact on sheet C17.1 (performed
in connection section because 4F17 is a small panel and only
reason analysis is needed is to determine forces for connection
17).
• The following sheets have been revised to clarify the location of
the impact load: B5.2, B6.1, B9.2
32C Submit calculations and See new panel analysis for panel 3F40A on sheets 811.0 — B11.6. Please
details for new bridge also see detail D11 on drawing SD2.
location on east side.
32D Submit calculations and Please see sheets 3.27 and 3.29 of the calculation package and details
details for revised D3, D4, D5, D6, D7 and D8 on drawing SM.
anchor bolt size at non
moment base.
32E Submit calculations and Column cover analysis (including seismic) is shown on calculation sheets
details with review by B2.0 — B2.1. Corresponding connections have been designed on
Engineer of Record for calculation sheets C3.0 — C4.6, and C13.0 — C13.1. Reinforcing for
column covers, including column covers is included in sheets D3.0 — D3.4. Additional calculation
seismic and top slab. has been provided for top cap reinforcing (see new sheet D3.5).
32F Submit calculations Item P66/MP4 is part of connection 12 and is designed on calculation
including forces to slab. sheets C12.0 — C12.4. An additional calculation has been provided for
connection to slab on revised sheet C12.4.
32G Submit Spandrel at grids No spandrels required where there are metal panels per detail 46/S3.2.
1.4 to XZ to QQ.3, and
grids XZ and 1.4 to 2.
32H Submit drawing and See attached sheets.
calculations for stressing
If you should have any questions about this letter, our drawings, or our calculation package please feel free to
give me a call at (916) 371 -0305.
Thank You,
Jeff Marchant, P.E.
Asst. Project Manager
JM /jdr
Attachments
. cc: B. Clark/D. Clark/T. Tucker /K. Hammon /C. Durgarian/J. Marchantx3 /File
1•= ;-::_�^- PROJECT: WASHINGTON SQ MALL AREA A JOB: #6004
[ CONTRACTOR: HOWARD S WRIGHT SHEET: PULL -IB TYPE 1
II li CL I PULLING SHEET DATE:03 /17/04
BY MS CHECK: JTM
BEAM TYPE : 1
PANELS: IB1 IB3 IB4 Cast Date: FORM #:
•
IB11 IB12 IB13 Inspected By:' Strand Pack #:
IB14 Stressed By: PANEL ID #:
JACK ID #:
Strand Strand Size and PULL ELONGATION (INCHES) LOAD (LBS.)
Pulling Location *Calc'd Actual Actual Allo Calc'd Actual
Sequ. on Form O from 4000 Final Rdg. Diff. Di
Lbs. (QC) , (QC) +/ -5% (Lbs.) (QC)
1 25 0.6" 270k, 37.5k 12 3/4" 5/8" 39,100
2 18 0.6" 270k, 37.5k 12 3/4" 5/8" 39,100
3 26 0.6" 270k, 37.5k 12 3/4" 5/8" 39,100
4 19 0.6" 270k, 37.5k 12 3/4" 5/8" 39,100
5 24 0.6" 270k, 37.5k 12 3/4" 5/8" 39,100
6 17 0.6" 270k, 37.5k 12 3/4" 5/8" 39,100
7 23 0.6" 270k, 37.5k 12 3/4" 5/8" 39,100
8 16 0.6" 270k, 37.5k 12 3/4" 5/8" 39,100
9 27 0.6" 270k, 37.5k 12 3/4" 5/8" 39,100
10 20 0.6" 270k, 37.5k 12 3/4" 5/8" 39,100
(. - 11 28 0.6" 270k, 37.5k 12 3/4" 5/8" 39,100
12 22 0.6" 270k, 37.5k 12 3/4" 5/8" 39,100
13 3 0.6" 270k, 15k 4 5/8" 1/4" 16,600
14 2 0.6" 270k, 15k 5 5/8" 1/4" 16,600
15
16
17
18
19
20
21
22
23
24
25
GENERAL NOTES
1) Note that all strands are initially pulled in sequence to 4000# prior to final tensioning
2) QC is to fill in all SHADED areas during strand inspections
i
' PROJECT: WASHINGTON SO MALL AREA A JOB: #6004
CONTRACTOR: HOWARD S WRIGHT SHEET: DETEN -TYPE 1
_I11 I
CLARK—. DE- TENSIONING SHEET DATE: 03/08/04
r
BY: MS CHECK:A
BEAM TYPE: 1
FORM: erftwitfigliM
PANELS: [IB:1_ :�"�_:_, , �, +; „. ;�,
tIB4�b!'s .;w_�:w myr�.,�..
#0;1404:,111:7:
De- Tensioning Strand Location
Sequence to cut
1 2 &3
2 28
3 22
4 16 &23
i 5 20 &27
6 19 &26
7 17 &24
8 18 &25
9
10
11
-12
13 '
14
15
16
17
18
19
20
GENERAL NOTES:
1) Strands to be cut simultaneously at each end of beam per de- tensioning sequence
2) Strands at exterior end bulkheds to be cut first per sequence
3) Strands at interior bulkheads to be cut only after strands at the exterior bulkheads have been cut
•
CLARK PACIFlC PROJECTWASHINGTON SO MALL PK JOB 6004
01 1980 South River Road CONTRACTOR HOWARD S WRIGHT SHEET 1
ppEUiYU0 West Sacramento, CA 95691 DATE 03/05/04
TEL: (916) 371 -0305 FAX: (916) 372 -0323 PULLING SHEET , I Che ck .A
0 • • 1 0 — ROW *6
0 5 — ROW *5
•
USE STRANDS:
3, 2
20, IL
' 28, 27, 26, 25, 24, 23, 22
0 0 0 - ROW *4
° 0 0 2 11 0 — ROW *3
21 20 • • 17 • 0 — ROW *2
28 27 26 25 24 23 22
• • • • • • • — ROW *1
A I -BEAM TYPES 1, la
- SCALE: 1 1/2" = 1' -0"
•
1 ___- PROJECT: WASHINGTON SO MALL AREA A JOB: #6004
on 1 ■�Il�i CONTRACTOR: HOWARD S WRIGHT SHEET: PULL -IB TYPE 2
CLARK t• PULLING SHEET DATE: 04 /02/04
P A C I F l c BY: MS CHECK: JTM
BEAM TYPE • 2
- - -- '::IB10 • �; : C ast Date: :j,, +� FORM #: �. -. -
' PANELS: IB2 a ��167 �' ?<' '�y,- ,°;�`. -, - - ��-
' I - { N zIB8(a) • ', . '. `:' Inspected By -_ ra'• I _ Strand Pack #: - .
°1B6: 'y: ; 039(a) - — _ ` "°• a. Stressed By: l _ . ._. . _ =i •1`q PANEL ID #: • -: ::
,::s JACK ID #: • • -::
Strand Size and PULL ELONGATION (INCHES) LOAD (LBS.)
Pulling Strand
Location on *Calc'd Actual Actual Allow Calc'd Actual
Sequ. O from 4000 Final Rdg. Diff. Lbs. QC
Form Lbs. (QC) (QC) +Duff. / -5% (Lbs.) ( )
1 25 0.6" 270k, 32.5k 12 1/4" ::: is ' : 7 '. :::___ 5/8" 37,700
2 18 0.6" 270k, 32.5k 12 1/4" - '. 5/8" 37,700 •
.. _.
3 26 0.6" 270k, 32.5k 12 1/4" ... -•.• - : ::"3 , 5/8" 37,700 :, '-.
4 24 0.6" 270k, 32.5k 12 1/4 ". _ _ : :y. a 5/8" 37,700 - ,:J
5 23 0.6" 270k, 32.5k 12 1/4" - • - - ..' .,':F 5/8" 37,700 , , - •
6 16 0.6" 270k, 32.5k 12 1/4" F .- - .f:::',: 5/8" 37,700 ' : - _" '
;; --_, ' :
7 27 0.6" 270k, 32.5k 12 1/4" - - • • :- :- , .:. , .. 5/8" 37,700 ..: . •
8 20 0.6" 270k, 32.5k 12 1/4" = - -.._ ': ; 5/8" 37,700 :.;.
9 28 0.6" 270k, 32.5k 12 1/4" - ' : =A "•? 5/8" 37,700 .: `, K:'.t t ;.
10 22 0.6" 270k, 32.5k 12 1/4" 'i _� r� 5/8" 37,700. .: - • .:' -'•: .
2 0.6" 270k, 5k 1 3/8" - " i+. 1/8" 7,700 - - A.• : . •
12 3 0.6" 270k, 5k 1 3/8" - — V! 1/8" 7,700
14 . •• .: ,
20 .
21 ,.. - -- • - { ::z�
23 - . =': t;i- e:....., ;<` : - :. .. _
24 - -_ ty
GENERAL NOTES
- 1) Note that all strands are initially pulled in sequence to 4000# prior to final tensioning
2) QC is to fill in all SHADED areas during strand inspections
ISSUED FOR CONSTRI ICTInN
'APR 0 6 2004
6004 - I BEAMS PULL.xls, PULL4B2 4/6 /2004, 4:05 PM CLARK PACIFIC i of 1
CLARK PACIFIC PROJECTWASHINGTON SO MALL PKG JOB 6004
1980 South River Road CONTRACTOR HOWARD S WRIGHT SHEET 2
ppMpgp[E West Sacramento, CA 95691 PULL ING SHEET DATE 04/02/04
TEL: (916) 371 -0305 FAX: (916) 372 -0323 BY MS chec M
S�
0 • • 1 0 - ROW *6
6 5 - ROW *5
USE STRANDS:
3. 2
20, 18. 16
{
28, 27, 26. 25. 24, 23, 22
ZO 0 0 — ROW *4
0 0 0 0 - ROW f3
0 • 0 • 17 • 0 - ROW $2
28 27 26 25 24 23 22 - ROW $1
A I -BEAM TYPE 2
SCALE: 1 1/2" = 1' -0"
•
PROJECT: WASHINGTON SQ MALL AREA A JOB: #6004
l a CONTRACTOR: HOWARD S WRIGHT SHEET: DETEN -TYPE 1
CLARK DE- TENSIONING SHEET BY Oy � HECK: ��
P A C I F I C
BEAM TYPE: 1
FORM:,I nY :I132
PANELS: IB2(,ar 7. 7 �r' "'
tI B5 a _:-- ..`�A.;;
EtB6: _ N`.t
01
De- Tensioning Strand Location
Sequence to cut
1 2 &3
2 28
3 22
4 16 &23
5 20 &27
6 26
7 24
8 18 &25
9
10
11
12
13
14
15
16
17
18
19
20
GENERAL NOTES:
1) Strands to be cut simultaneously at each end of beam per de- tensioning sequence
2) Strands at exterior end bulkheds to be cut first per sequence
3) Strands at interior bulkheads to be cut only after strands at the exterior bulkheads have been cut
• 1
- CLARK PACIFIC PROJECT WAc�h; F� JOB UOCPs
ri 1980 South River Road CONTRACTOR S SHEET
. West Sacramento CADATE /
CLARK TEL: (916) 371 -0305 =� pu`t ��� 4�ra� 11 MA tt
• P A C I F 1 C FAX: (916) 372 -0323 _$ - 2- BY S - "E"` •Yc./V\
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E% ' _ 28..4 x103 -vat _ _ _ _._ _ . __ -L naD = arr c = — 1...4 r 2'_ 28 _31 :__
• r-oP-t. LocSt3 - — — - - - - -- - - - -- -- - - - -- — - -- - - -
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2 SIRe tADS 'Al t-eb -- --' -- - -- - - - - - -- - -- - - -
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t' k 07sst-- = v-�� x 112 LoE rt �pc. �'� ? -- i17-i4:0 ' 0.2'l `1 ~ z
• eec. S�o��zau..1 pelt- 6 : -- t ... = • T ° (4D%( Lo'b " ... ' -
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L-WvE ;Dab Cr- rc..L..,V SCM 116.S1.IME.,) .. = Y b - • -
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• LpP.o P•tnow o -it, . tic -01ae LASSO .. -- - . - . ._ . - - . - -. - --
( . . Pins ' 11/...! 6i, 571 2) . \ - C1
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Qa.c- ca,;a.fl '61.g5' + _ Z-t• - _ 3C% • ott31.
P4. .,--t %.,p \S E. 1- 2 = 12*5€22" ILO • 5e:ft.P ✓ .- - ..
Fern = no 1- ' - O• Z2\e) VJ?- .._ _ ' ti - (7 -a = .➢2.5 si si . -I -_ .1 -W )
M+oc. AU.D• - 0.0 Ft:,._ = O.13 UJCI) - 4e, c)X (/ -- _ . - -
- trl,ita- DEFLTI
LOt4 OF Z1 !DS _ _ X . _ . . - - -
d,,,a = = ( tgo4)Ij ^�s = 4 - - 14- •1F> ;r. . -- - - --
-- - - - - - - .- -- - - - - -- -- - -- -- -- - -- - -. - - -- - - - - --
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• i - -- - — ' • -- • ' 1 -
_ : is, ,,,a i�.�>�1 aD�ui� _ - - -- �: t : o i ✓ -- - - -
= CLARK PACIFIC PROJECT W 1rJ to JOB
; 1980 South River Road CONTRACTOR Z DATE 2� 2
I iii1 1i i West Sacramento, CA HSW
CLARK TEL: (916) 371 -0305 e ' COQ, 2 . 1 ; 2 41.- DA-
PACIFIC FAX: (916) 372 -0323 PG M V tD _ •L6 - ti BY leaS HECK . 37A
A
• FbpM LoSSt;b
• 1D StPIN-n10S .
2 *1DS x . S ``/_cro.Atab
2 -" --
MAX. - 8 - " - 41. C \ 1- ° le
L2 x b • • b x ` I = D •'' ••
geD 'tov=ceNle S-[a-mao - \ . = 0. 1 DS .. . -
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' Lo ohtt. OV ERLCME. tASS�C
?um
PwSS t A1
. o4A \M) Le. i L2�. +n 10O *
_ = f Q,. ADS v-
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▪ N %3 -crab \�+.os
P11t►cx = Qnc6�WN + ?LOSS
Fva�, lef -T1oµ OF 4' •t
L'f" �od5 wlL'° ° 4 ' U2wlft)
n ' lo,u�e u+9128.+ *yob vs�1 13• tv Ir1
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A T. ( •u04*-4" )(:44 L12? )-C-0 _ , abs L,s 0 •
(A • 2'2x 8 1 t4 1U' VA
PROJECT: WASHINGTON SQ MALL AREA A JOB: #6004
"" CONTRACTOR: HOWARD S WRIGHT SHEET: PULL -RB TYPE 1
Ilnil
FAA • PULLING SHEET BY: MS JTM
BEAM TYPE : RB1
PANELS: RB1 Cast Date: FORM #:
RB2 Inspected By: Strand Pack #:
RB2a Stressed By: PANEL ID #:
JACK ID#:
Strand Strand Size and ELONGATION (INCHES) LOAD (LBS.)
Pulling Location PULL *Calc'd Actual Actual Allow ,
u. Calc d Actual
Sequ.
O from 4000 Final Rdg. Diff. Diff.
Lbs. (QC) (QC) +/ -5%
on Form (Lbs.) (QC)
1 3 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
2 7 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
3 13 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
4 19 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
5 4 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
6 8 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
7 14 0.6" 270k, 36.3k 5 1/8" • 1/4" 41,500
8 20 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
9 9 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
10 15 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
11 21 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
12 6 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
13 12 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
14 18 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
15 5 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
16 11 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
17 17 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
18 10 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
19 16 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
20 22 0.6" 270k, 36.3k 5 1/8" 1/4" 41,500
21 1 0.6" 270k, 12k 1 3/4" 1/8" 17,400
22 2 0.6" 270k, 12k 1 3/4" 1/8" 17,400
23
24
25
GENERAL NOTES
1) Note that all strands are initially pulled in sequence to 4000# prior to final tensioning
2) QC is to fill in all SHADED areas during strand inspections
1) QC is to measure actual bed shortening so engineering can adjust pull calculation
6004 - I BEAMS PULL.xls, PULL -RB1 4/27/2004, 9:39 AM 1 of 1
w PROJECT
CLARK PACIFIC WASHINGTON SO MALL PKC JOB 6004
. • 1980 South River Road CONTRACTOR HOWARD S WRIGHT SHEET 3
West Sacramento, CA 95691 DATE 04/05/04
TEL: (916) 371 -0305 FAX: (916) 372 -0323 PULLING SHEET BY MS Check .3114(
r
N
3" 11" 3"
• N \ ^ ^ 41=Nr - L ROW *5 STRAND
USE STRANDS:
1, 2
_
ao
= 3, 4
ti
5.6,7.8.9.10
N
11, 12. 13, 14. 15. 16
17, 18, 19, 20, 21, 22
C:
) ® – ROW •4 STRAND
iv —ROW 0 3 STRAND
N
• • • • • of-- - —ROW *2 STRAND
N • • ' • . e • v ' — ROW *1 STRAND
*
} \ V ,
0.6 "0 STRAND, TYP.
1' -5"
ir (SEE CHART FOR TENSION)
Q• = DEBOND 17' -0" EA END
Q• » DEBOND 12' -0" EA END
A P -BEAM TYPE 1 •
- ) SCALE: 1 1/2" = 1' -0"
ISSUED FOR CONSTRUCTION
APR 0 7 2004
CLARK PACIFIC
I`' = • "` 7 71 PROJECT: WASHINGTON SQ MALL AREA A JOB: #6004
111111 :1 CONTRACTOR: HOWARD S WRIGHT SHEET: DETEN - TYPE 1
II I 1 111 CL ARK DE- TENSIONING SHEET DATE: 04/05/04
BY: MS CHECK: 6
BEAM TYPE: RB1
FORM: RB1
PANELS: RBI
RB2
RB2a
De- Tensioning Strand Location
Sequence to cut
1 1
2 2
3 5, 11, 17
4 10, 16, 22
5 9, 15, 21
6 6, 12, 18
7 3, 7, 13, 19
8 4, 8, 14, 20
9
10
11
12
13
14
15
16
17
18
19
20
GENERAL NOTES: •
1) Strands to be cut simultaneously at each end of beam per de- tensioning sequence
2) Strands at exterior end bulkheds to be cut first per sequence
3) Strands at interior bulkheads to be cut only after strands at the exterior bulkheads have been cut
inuED FOR CONSTRUCTION
APR 0 7 2004
CLARK PACIFIC
•
• — CLARK PACIFIC PROJECT s, JOB
U
1980 CONTRACTOR SHEET
if West S
t Sacramento, o u South River r R d k-1%N.4
bEt•scrl , *-17q) DATE
?ALL c..t
CLARK TEL: (916) 371-0305 5 APP.4 I- OA
.f....t; PACIFIC FAX: (916) 372-0323 ( 7 vktivroD, P•151
BY ty-) rHECK i j\
J
•
. I .
_. _ 9-41"
- _ ..... ..
— . -- . — .- _
... . C ID . Or MAI- - ' . 5(.95■LP .__ 81". 54590 .. ._. ______ _. . _._. _._....__ _ _ _._ _ _ _ .____ _ ____
(2. ') ( ou ) s lo • eAs 5 ..: 0 • 51 0 0s5, Y- Y2- . = o • 401
1
. _ CCP- iNET) WiNIA _.--,-
- O. P5tatietzu.1 - - - - - -- -
_ 11)E3.) SIN:FL-M Pec- % -_ - o • obtil'A u-k
. _ . . .
-. ` .. t %De (.-...b 4- v iv.) _ _
_.._ .. . ... . . .. _ . _ _____ _ . _ _...
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_.
_ ...
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...f... - --
P Lb-4 = _ _ . .-
Lo.t.o41.•1` )1 o .2.2At51 ) URA mos 1.4.0 .... _.....
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* 1'* • CITY OF TIG D
April 20, 2004 ,
OREGON
Craig Durgarian
Clark Pacific
1980 South River Road
W. Sacremento, CA 95691
RE: PRECAST/PRESTRESSED CONCRETE FOR OPEN PARKING GARAGE
Project Information
Building Permit: BUP2003 -00700 Construction Type: II -FR
Tenant Name: Washington Square Occupancy Type: S4
Address: 9585 SW Washington Square Road Occupant Load: 976
Area: 194,720 SQ FT Stories: 4
Attached is a copy of the STRUCTURAL REVIEW from the City's consultant.
Submit 1 copy of revised drawings and any additional information requested by the
consultant for second review. Upon approval of plans, 2 additional sets of drawings with all
current revisions will be required.
When submitting revised drawings or additional information, please attach a copy of the
enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of
Tigard in tracking and processing the documents.
FILE #
Respect CC W O �J !11 J
8. CLARK _I
0 CLARK
rian B1. k, T T1J( R
Senior = ans Examiner K. HA 4MON
mi
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
17 co
P11 II 11 . V'J1 'Y J. V 1 IVI 111 {YI LLL1 I '...'J1`I...) V L I INV Li I VV G'Y V 1 (JY I G 7 I r. V Z.
, .1 6 jz3
JOB NAME: Four Story Parking Garage & Bridges CITY OF TIGARD
JOB ADDRESS: Washington Square Mall r iVED BUILDING DEPARTMENT
DATE: April 19, 2004 APR 2 2 2004 13125 SW HALL BOULEVARD
TIGARD, OR 97223
SHEET 1 of 4 CLARK PACIFIC
031082 STRUCTURAL PLAN REVIEW #4 Building Permit
(Clark Pacific Plans dated 4/7/04) BUP 2003 -00700
(Precast/Prestressed Concrete Products, Item #32)
•
Corr. Item Page No. Comments
Made No.
2/12/04 1 Shts A8.0.A Submit calculations and details for stairs and handrails.
A8.1A Note: Deferred Submittal
A8.2A
2/12/04 2 Sht. S0.1 Precast prestressed units.
Structural Notes Item number 2.
Engineer required to be registered in the state of Oregon.
2/26/04 3 Shts. S1.0A, S3.0 Submit calculations and detail for concrete auger - cast piles with
vertical and lateral load combinations including pile to pile cap
interaction.
Note: Submit calculations with lateral loads from analysis distributed to
piles at moment frames including shear and axial loads. Conflict
between soils report values and lateral load analysis.
2/26/04 4 Sht. S3.0 Submit calculations and details for anchor bolts including uplift.
Detail 12/S3.0 Note: Details in conflict with calculations
Sht. S3.2
Details 33 and
34/S3.2
2/12/04 5 Sht. S1.0A Submit calculations and details for grade beam at grid KK.1 between
grids 7 and 7.5
2/12/04 6 Sht. S1.0A Submit calculations and details for building at grid 7 between grids JJ.1
and KK.1.
2/12/04 7 Sht. S1.0A Submit calculations and details for P/T slab at grids 5.5 to 6.0 and
grids SS to TT.
2/12/04 8 Shts. S2.0A and Submit calculations and details for methods used to transfer lateral
S2.1A loads from all parts of diaphragm to moment frame.
2/12/04 9 Sht. S5.1 Clarify ties at second level between grids PP1 and PP8. Calculations
Detail 21/S5.1 note 3 %2" o.c. Drawing notes 4" o.c.
2/26/04 10 Sht. S5.1 Submit calculations and details for coupling of moment frames at grids
Detail 31/S5.1 4 to 5.5.
Note: Calculations in conflict with plans and concrete beam schedule.
- 2/12/04 11 Sht. S5.1 Submit calculations without moment frame beam at top level.
Details 31/S5.1 and
51/S5.1
"'12/04 12 Calculations Page Submit calculations with "Rho" Factor.
204 through 207
T vv.. a iv • ••. a a l\ii uuua.. VVl \.JVL11YlJ L..lYV (a�V IJ7J 1! JL,Joo }�l..y� Y. Ui
RECEIVED
JOB NAME: Four Story Parking Garage & Bridges CITY OF TIGARD
JOB ADDRESS: Washington Square Mall APR 2 2 2004 BUILDING DEPARTMENT
DATE: April 19, 2004 CLARK PACIFIC 13125 SW IGARD BOULEVARD
� (L{EET 2 of 4 223
031082 STRUCTURAL PLAN REVIEW #4 Building Permit
(Clark Pacific Plans dated 4/7/04) BUP 2003 -00700
-
(Precast/Prestressed Concrete Products, Item #32)
Corr. Item Page No. Comments
Made No.
2/12/04 13 Calculations for Clarify column reinforcing steel. Calculations note more reinforcing
Concrete Columns bars then note on drawings.
2/26/04 14 Sht. S2.10A Submit calculations and details at framing to existing building. •
Bridge 1 and 2 Note: Details for C12 x 20.7 connections.
2/12/04 15 Sht. S2.10A Submit calculations and details for sloped steel member connection to
Bridge 1 and 2 W36 x 150 and W36 x 210.
2/12/04 16 Sht. S2.10A Clarify detail 32/S3.4 at precast column.
Bridge 1
2/26/04 17 Sht. S3.0 Clarify detail 12/S3.0 and details 33 and 34/S3.2.
Detail 12/S3.0 Note: Calculations in conflict with plans. No difference noted on plans.
2/12/04 18 Sht. S3.0 Submit calculations for wall with impact loading.
Detail 25/S3.0
2/12/04 19 Sht. S3.0 Submit calculations for pile reinforcing steel embedment considering
Detail 26/S3.0 uplift.
2/12/04 20 Sht. S3.1 Submit calculations for detail.
Detail 55/S3.1
2/26/04 21 Sht. S3.2 Clarify anchor bolt number.
Details 33 and 34 Note: Details in conflict with plans and calculations.
2/12/04 22 Sht. S3.2 Submit calculations for connection of steel tube to steel plate and
Detail 54/S3.2 anchor bolts.
2/12/04 23 Sht. S3.2 Clarify 7 x 4 x 1 /4 angle.
Detail 54 and 55/S3.2
2/12/04 24 ' Sht. S3.3 Submit calculations and details for slab shrinkage.
Detail 33/S3.3
2/12/04 25 Sht. S3.3 Submit calculations and details for horizontal load.
Detail 51/S3.3
2/26/04 26 Sht. S3.3 Submit calculations for connections including edge distance.
Details 44 and Note: Reduced value for tension.
53/S3.3
_.• - v -J • J J . ••■ , It I.,. LLL.L 1 .:1Y■/r' • ly 1 777 1 V 7U_,00 / G7 / Y. U4
JOB NAME: Four Story Parking Garage & Bridges RECEIV CITY OF TIGARD
JOB ADDRESS: Washington Square Mall APR 2 2 2004 BUILDING DEPARTMENT
DATE: April 19, 2004 13125 SW HALL BOULEVARD
CLARK PACIFIC TIGARD, OR 97223
yEET3of4
031082 STRUCTURAL PLAN REVIEW #4 Building Permit
(Clark Pacific Plans dated 4/7/04) BUP 2003 -00700
(Precast/Prestressed Concrete Products, Item #32)
Corr. Item Page No. Comments
Made No.
2/26/04 27 Sht. S3.3 Submit calculations for expansion anchor with load at end of anchor.
Detail 54/S3.3 Note: Detail method used to keep pipe from bearing on anchor and
how load is transferred to shear. Provide calculations for CMU bearing
at pipe.
2/12/04 28 Sht. S3.4 Submit calculations for connection, including bending, for guardrail to
Detail 21 and 22/S3.4 angle in concrete.
2/12/04 29 Sht. S3.4 Submit calculations and details for connections of bent plate.
Detail 24/S3.4
2/12/04 30 Sht. S3.4 Submit calculations for 9 - #4.
Detail 32/S3.4
2/12/04 31 Sht. S3.4 Submit calculations with truck loading.
Detail 42/S3.3
32 General Reviewed and initialed deferred submittals shall be submitted to the
City of Tigard for precast concrete, post- tensioned slabs, signs, and
stairs 60 days before delivery to job site.
*32A General Submit drawings and calculations with review by Engineer of Record
noted on drawings.
*32B General (Shts. GP8, Submit calculations and details for vehicle horizontal load at Spandrel
and GP9) 2F26B, 2F34, 2F26A, 3F40A, 3F23A, 3F9 and 3F10.
*32C General Shts. E103 Submit calculations and details for new bridge location on east side.
and A/E201
*32D General Sht. SDI Submit calculations and details for revised anchor bolt size at non-
moment base.
*32E General Shts. B /D1, Submit calculations and details with review by Engineer of Record for
A/D2, B /D3 and A/D5 column covers, including seismic and top slab.
*32F General Detail Submit calculations including forces to slab.
P66 /MP4
*32G General shts. E102, Submit Spandrel at grids 1.4 and XZ to QQ.3, and grids XZ and 1.4 to
E103 and E104 2.
..• • r- .,,.vv 1 — 1 • J. J. ..0 a „ 3.11LLLlL '... \JVLII L:.I '_J .'*0 1.77 Iv 7U7004 /G7/
JOB NAME: Four Story Parking Garage & Bridges RECEIVED CITY OF TIGARD
- JOB ADDRESS: Washington Square Mall APR 2 2 2004 BUILDING DEPARTMENT
DATE: April 19, 2004 13125 SW HALL BOULEVARD
SHEET 4 of 4
CLARK PACIFIC TIGARD, OR 97223
..41082 STRUCTURAL PLAN REVIEW #4 Building Permit
(Clark Pacific Plans dated 4/7/04) BUP 2003 -00700
(Precast/Prestressed Concrete Products, Item #32)
Corr. Item Page No. Comments
Made No.
*32H General Sht. SP1 Submit drawing and calculations for stressing.
33 General Submit one set of reinforcing steel shop drawings, which have been
reviewed and initialed by the project engineer, to be filed with the City
of Tigard before placement.
34 General Submit one set of miscellaneous steel shop drawings, which have
been reviewed and initialed by the project engineer, to be filed with the
City of Tigard before placement.
35 Structural Structural observation by the structural engineer per Section 1702 is
Observation required for moment frame placement and connections and review,
with letter, on special inspection per 1701.
36 Special Inspection Special inspection and testing per Section 1701 is required by the soils
engineer for concrete auger - cast piles.
37 Special Inspection Special inspection, per Section 1701, under the supervision of a
licensed engineer is required for all concrete, reinforcing steel and
prestressing strand placement, stressing and grouting of tendons in
prestressed concrete, piling, all welding, bolting, anchor bolts,
masonry, expansion bolts, screw anchors, adhesive anchors and
headed or reinforcing steel concrete shear connections.
38 General Approved resolution of the above items shall be incorporated into
submittal plans before a permit will be issued. Submit four (4) sets of
revised plans to the City of Tigard building department.
* indicates new item for prestressed and precast concrete products
•
** TOTAL PAGE. 05 **