Plans (596) BUP2006 - 00206
NOTA :
1 PERMIT
6 SATS OF PLANS
1 OF G
1 2 3 �bgI VN04 5 6 7
TOP MATS PER PIAN
t ' 1 3 J6 T&B 1 1/Y CLR.
1
I' CLR. 14H012' ff
14 016'EW BOT 14 TIES 016• TOP MATS PER PLAN
I I Imo/ I V I I I I 14 016• SBR.
' , SECTION -A VERIFY t 1 I
M 1TFN11, SECIiUN —A Etx.E7 t 1' CLR.
EDGE BEAM, SECTION — EDGE BEAU, SECTION —A
5 5 BOT 14 016•EW BOT
5 RS94006 016• SBR 5 RU Ole
STIR 60-SMI 016' SDR 49-584001 016' SnR
5x1- 5x1i5�-4 5x1- 5x 5-4� 5 RUyySS j$ NNT. Sz2u x -0 ' - 1 - 1• CLR.
5x2- 5230, 0, 521- 55x10'-0' �' 1' CLR.
5x1- 5x22-0
:' 1' CLR.
- - - -
SECTION A SECTION B
EDGEBTAM. SECTKN4 -A r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •- - - - - - - - - - - - - - - - - -1 I SB400; 9fi int
ON
12-14x31 016 - 10' 6• 12-{4x31' 016 12- 4x33' • Ole
15-584005 016' S11R i2-14x31' • 016• 12-/4x23' 6. 016• 5 RUP S C iNi.
5 RUyS CQNL I to }� 0 5x1-i5xf8'-0
5x1- 5x 8-0 I I ® o ® o o o I I
EDGE BEAM, SECTION -A i I T °P °? "T i T T I i E1DDGE ; SECTION
Ole RA
15-58400//5 016' S,IR +n aD ;, & ao •, & x aO 5 RU f{S /$ 3 17 T&B VERIFY
5x1- Sx18�-0 ! IIN -( I 5x1-/5 8-0
06• 3-16x31' ' O6' 3- 6x31' • O6' 3 /6x33' ' 060 I L - - - - - �n S
112
r - - - - 3-16x23' ' 06'
-16110--e16' - - - - - - �
#4H012• EF
J
1 I 13 TIES 012'
I I
122-14x16' ' 016' 23-#4x31' ' Ole - x10' 6• 23-14x31' 0' 016• 22- 4x33' ' 016• 23-14x18' 8" 01601
22-14x32 • 016' 23-14X23' 6. 0,6• 1 SEWN -C
i I i0 I , ip I tp I �p I � I � I �
NOTE:Opp2 1
ZoU7t�C /ZJ rl r. / r
S� Tl
�y„ ext 29 M .=�F ! WITH NUN= Z' olr ���y{{,�.�
C2 104
! 4x3 4x04-0 ! 14 CONTINUOUS T AND B TO
8 4x10-0 ! PERIMETER. PROVIDE COFOLLOW PROFILE OF RNER
3-16216' ' O6• I I LOW POINT 6B�AR�t2REQ CORNERS
3- 6x18' 8' O6• _
F I - - 3- 6232 OBT - - - - -- - - I -- - - -- -- -- - 1 -- 3- 6x33 3 66' - -- I - GS. P T TENDON 1 1203-x3'-0B
3-16231' ' O6' J 3-16x31' • O6'
. .
I
I12-14x16' • 016' 9- 4x31' ' 016• 3-16xl ' 06 -16 10'-6 6' 9_ 4x31' ' 016' 12-1418-8' 016•! I 1-6 o
t2-14x32 4. 016• 1 9-14x23'-6' 016' 9- 4 ,6' 1 12-14x33' • Ot6•
I o ® }= o 1' PLACE BOTT. MAT REINF. ABOVE 13 t-s EACH
as ® N O ® ® I I SIDE OF ANCHOR.
I T •o �, •N I N N 4 •q TENDON O VICINITY OF LOW POINT
o c 1 L-6-
UNTIL TENDON PROFlLE ALLOWS
1" CLEARANCE
�' 3-1sX23 s• Os• �' �' �' REBAR AT TENDON LOW POINT
3-16216' • 06 •3-16x32 O6' _ - -3 16'131' • �• — 3-if 6x31' -!- - - - - - � x • �6 _ 3 6x18 806 I
I !
I I I I
EDGE BEAM, SECTION -A I b C BEAM b ! Do NDT CWT
105-584001 Ole STIR ® I 19-5 012•TIES
�U�$ {{5$ I 6-SB7007 3 T&B ® p y` SLAB
EDGE —lYP.
5x4-15230'-0 19-14x16' ' 016• 4 19-14x20'-9. 016' I 4-SB4009 012. 1/2ff
1 19- 4232'-4' 016' 19-1420-4- 016' 19- 4x33'-0' 016• 19-14x18' 8' 016• s
5x1- 5x26'-0' 1 M 1 -
I I ao 04N11NUDN
o �! ® 5 ! ® e I ' I 3D4-SB4O10 'U' BAR -12• SLAB 400-SB4010 'U' BAR -12• SLAB
4 4 BEAU q Q I 128-SB4011 'U' BAR -80 SLAB 400-SB4011 'U' BAR -B" SLAB
4 7 ! 21- 016'TIES 4 q I EDGE BEAM, SECTION -A ,-s o ,-6 d
6-SB6D02 3T&B I 95-SB40011 Ole SDR 13 t-s EACH 2-14xCONT. TOP 13 t-e EACH 2-14xCONT. TOP
6-564004 1 1/2ff .. I 5 1. "I & BOT 0 PERIMETER y
yyySSS & BOT 0 PERIMETER
.1 I .� 3' �, i 5x4- 5x�0�-0 SIDE OF ANCHOR. 3• OF SLAB TYP. Z�'t SME OF ANCHOR. OF SLAB TYP. Z�
I C.J. - WHEN LOCA A C ONT. ! BEAM C.J. - WHEN LOCATED CUT CONE. BARS I 5x1- 5212'-0 (STAGGE LAP) (STAGGER
19- 012• DES D�� 5 5
I ! 6-SB70071 3 j&B I I 150-14x20-0STOCK 150-14x20-0• S10CK
1 4-SB40091012 1/2ff B
I G
I
3-16x16' 0" O6' 3-16x32' • 06• — — — — — — — — — 3 16x33' ' O6' 3- 6x18' 8. O6' IN
— — — — — - - -- — -- & B �:!i Of �I and
3- x31' 06'
3-16x31 0" O6' 1 3-16x23 6 06 -1610'-6' 6' , I I 2-14 TOP OT IN 'U' BAR g 2-14 TOP BOT IN 'U' BAR
I12-14x16' • 016• 12-14x32' • 016' 9-14x31' ' 016' 9-14x31' • 016• EXTEND 18" MIN. PAST IAST BAR d �lar�s (STAGGER 24" LAP) Z Gl�1�
o 9-14x23' 6' 016• - 10 6 12-14233 016 12-14x18 8' 016 r p �� 14x20'-0' STOCK / `g
26x4 1427'-6•
® o b to 0 0 g ® s o I BY - Date _ C MAY 3 1 70p0r7�
p O N N N N O q IF O r� p I Cd�7 ]h^ARI)
t•Iy '�O• "tl "oo' 1 too µy1n1 I 1 SLAB EDGE —BANDED TENDON, TYP. SLAB EDGE —DISTRIBUTED TENDON, T1fP. r � �
b � H �' � Mf �' ��1• I �. � � I .1r %M`�
! 3-16231' 0' 06' Nf 3-1601' • Ole ` I
i 3-16x32' ' Ole 3- 6x23' • O6' 3-16x33' 3' O6' I A c BENDING DETAILS. FOR RUN: 15 - BLDG 2 PT BOT DECK
13-16x16' 0' 06' 1 16 0'-6' 6' 3- 6x18' r O6' I BY Yak GlIr Sae dd 'A' 73 'e b' 'E r 'e 1T 'd 1< V 7s•
0-- _ _ - - - - - - - - - - -- - - -- 71— - - - - -- - -- - - -- - B�0 5113008 113 TV T1 4• IT r4' 1'r rP 6• 2Yl
SB4"I 16 76'S6 4%0 10• 3T 1r 614'
1 S6 C 5116003 16 IT Tl 414• 9' TT r Ttr 6!4• r
20-14x16' " 016' 23-14x31' 0' 016• 0 2 x1 '-6. 016• 23-14x31' " Ole 23 4x18' 8. Ole 5116004 14 2T9.2 r 265' r
22-14x32 4 016 23-14x23-6. 016 22-14x33' • 016 1 IA cl K 6T 56 41V 10' 2T 11' 6$•
I I B SB4006 04 6'8.56 41V 10• 29' 1r Or
I b
b s o to 18 1 `� 18 to ® I 584019 IR 20r2 r 1Bf0' r
I M � � � I I 02 SB40H 14 310'n T6• 11' T6'
O 10 ® 10 0 10 v ® Ib ® 10 O 10 O
I aV O I tV � O I lV O I I O 'N rO I e 5840D 14 3'6•D T6' 6• T6'
SB4112 t4 60.11 r0• r0'
•r x �I` "„x' PI `$ v �` a I c c A E 586002 I6 2172 Tr 26'5• T1'
I d r7 4x3 x04-0Si � S I D 581011 17 2Tr 2 fY 1810' fY
" 18• 4x10-0 'i C3 I T1
I ! I I 1 I I I
I I I I I I
I I D D
I I 11HD1y dN (� GFNC�T1�•' �,fl D)
! 3-16x16' ' O6• 3-16x32' • O6' 3-16x31 ' 06• 3-16x23' V O6• 3-16x31' ' 06• 3-16033' • O6, - - - - - - J �C - 4000
-- 10' •� -- - - - - - -- -I- r — — - — — — s- 3f N O
' 12-1406' • 016' 12-14x31' " 016' 10` B• 12-14x31' V Ole 12- 4x33' ' 016' I 1 I No. Description Date B
12- 4232 4 016• 12- 4223 6' 016' 1 P y
EDGE BFAAI, SECTION -A
I I b 0 +� 0 F) I 15- 1 Ole SDR ( _ rr Revisions and Issue Record
� � � � o o � o � � I 5 RD �a
5x1- 5x8-ONf C r n The full intent and purpose of this drawing Is the
I xo �, W �, m >o V I5= �� placing of reinforcing steel bars ONLY. It is NOT to be
! •w v 7x I I EDGE BEAM, SECTION -A used as a means of communication between the
I L _ �, I �• I +• 15-SB4001 Ole SDR Architect, Engineer, Contractor or any other Sub-trades.
•�_ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ `
— — — — — — i
J ! 5XIMIf8-0 NOEXDEPTIONNOTED ❑ 1AAKECORRECTONSNOTED t� r THIS DRAWING IS NOT TO BE SCALED.
_ _ __ _ __ .REJECTED _ ❑ REVISE AND RESUBMrr �y
- - 2727 NW 35TH AVENUE
1 THIS REVIEW IS FOR GENERAL CONFOr WMCE WITH DESIGN D e PORTLAND. OR 97210
Make Corrections Noted 8l s 7 TBS, fft K on beha t of o1REcr 886.707.5227
EDGE � �� _a 1`10 CX:C1}t o111JOtCd❑ ❑CERT ONLY.ANY DEVIATION FROM PLANS OR £PECFICATIONS 1';-+ t -� S L Lir, 'it-1� `?;� D OFFICE 503.222.1813
EDGE BEAM, SECTION -A
NOT CLEARLY NOTED BY THE CCNTRl,CTOR HAS NOT BEEN � , y t t �,+ d � ' �+". FAX. 503.274.0759
69-SB400i 016' SI1R 49-584001 0�%1it6J'r STIR Revise and Resubmst
6 -Sy4 I 5 —S 016'• I LCJCCtCII REVIEWED.REVIEW SHALL NOT CONSTITUTEACOMPLElECHECKOF " �I a l ry ,( J I..rCai°s HARRIS REBAR PORTLAND
5X3- x �-Q 5X 2-5X30' 0f n conceit only ALL DETAILED DIMENSIONS OR COUNT OR S�7,T- TO RELIEVE THE J i Y r 'r D ° Ire Y u�Yi118C1
5x1- 5x7-6 5x1- 5x10'-0' j( +is forgcncralconformancet(Itlidesig I s , 4 s - f3c;ki Project: TIGARD TRIANGLE COMMONS
l a 1 c�.t s ys�t r;�r..is01t
p ip 1,.y;;thin front plans nr specifications not clean` noted by CONTRACTOR OF CONTRACTUAL RE QUIREM LITS FOR ANY ERROR Cr Ie7fr I t_+ + .r a C t'[t� >C1, tne3 -�
O;}ir ii.(Ot'11,1S not beenre",`tailed(%ci.lt�ion orsomitm SOCrce'tD[e OR DEVIATION FROM CONTRACT RECUIREMENTS. - trlt)isJl71111.(L3 !;. I!I CO'.ifjBlf3Yl,.c 'ffith
aro!=�', e� ,"W(uf all
error AAI ENGINEERING Drowin : BLDG 2 T BOT DECK
N 1
t; teselllcccntractoro{cent[nctaatrespnnsibility many �l z
urrdevia(ianfronicontraetuctoiresneets.
t - Signed: _Q2 — Date:
nGroup,P.C. . __ — Contractor. P&C CONSTR. CO.
Mil(lrcn Desig 1
Customer: R2M2
P.T. DECK PLAN Tigard,OR
DareRefer to Run No:
BY Date Drawn I Chkd. Contract No. Dwg. No.
9/28/06 BKK 1124000411 15
1 2 3 4 5 6 7 8
2 RUNS #5 T&B (lM 301 160-15x20'-0' +32-ST5014 CORNERS
300 515011 VMAXERT g'-S UGT BRIGIF 3%Z y 7�t r- t I yt 5,r - f5y"A"e-
+ 1 5 EACH DENOF JOINTS 2 RUNS 14 (LAP 241 8D-14x2LY-0• + 16-ST4013 CORNETS
14 012• E.W.
• TOP MATS PER PLAN 3 17 T&B
I I I I i I 36
1' CLR. 14 016'EW BOT
VERIFY 1 1/2• ctR.
9.
11-ST4008 012' EXT TO OPENING
1• CUR. J4 H
_ -s - - - - - - - - - 5xL4��O6' - - -- - 5x1 t��Q6• - - - - 5x15-8 O6� -- 76!- - - - - - - - - - -- -- 5415 CONT. BOT 13 TIES 101 2
1' CUR
8 Sf5003 O6� 5„�
14-Sfaoos012' NIXT TO OPENING r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I (lJL44
I >� 8 I SECTION -A
SECTION -B
N NN "' I J
7-11405W 016'
_ _ I 12 Sz14'-0' O6' 12- 5x14'-0' O6' 12- 5x15'-6' O6' 12- 5x14'-0. O6• 1 I- - - -
0 1D=Sr51106-06� - - - - - - - - -- -- -- - - - - -- - - - - - - - - - 10-Sf5001 06 - #4 CONTINUOUS T AND 8 TO
FOLLOW PROFILE OF SLAB
I PERIMETER. PROVIDE CORNER
IBARS AS REQUIRED.
LOW POINT
G.S. P.T. TENDON1 103-0 T&B
I Ile
I ,
rn
I I 1 I I I I
49-14x8' ' 016191405W016' I 13 1-61EACH
PLACE BOTT. MAT REINF. ABOVE
TENDON 0 VICINITY OF LOW POINT3x 7
SIDE OF ANCHOR.
I 1 UNTIL TENDON PROFILE ALLOWS
l" CLEARANCE
4�3- 4x;00; 0* i REBAR AT TENDON LOW POINT
i �
12-MM O6• q q 12-515001 06•
77
F - - - -
- - -- -- - - - - - - -- - - - -- --
I
SLAB EDGE —W.
11 4 14- 5x14'-0' 06' 144504W A 14- x15'-6. 06' t I 14- x14'-0.O6' I
I �
I O 1
3 1-6 O 1-6 O
9- 4x15'-6. 016• I O'` 1� 1_s w 2- 4xCONT. TOP 1 8 wEACH
2- 4xCONi. TOP
s d '1' I SIDE OF & BOT 0 PERIMETER SIDE�ANCHOR. & BOT 0 PERIMETER
T-0• 3• OF SLAB TYP. 3• OF SLAB TYP.
I I I (STAGGER 24" LAP) 3 (STAGGER 24' LAP)
i 12-515006 06• 14- 5x14'-0' O6' I
- - - - - 14- 5x14-0 06 2-57500 O6 'Al
E -- - - -- - - - - - - - -
I - - - - 14-575005 06/2jnO-,SzTr4Ol2
-- — - - - - - - - -
i 1111407-0" I
I B 6 CONC. PARAPET
5 RUNS HORQ 012• (LAP 241 g t
012• V P DWLS 'x 10
530-574007 016' TYP. ALL PM. AND OPNGS. 1
7- 4x26'-2' 027' I 5x1-14x10-0' 1 2-#4 TOP & BOT IN 'U' BAR 2- 4 TOP & BOT IN 'U' BAR
I # 5- 13 CORNER EXCEPT WHERE COLUMN TOP 8485 OCCUR I I EXTEND 16' MIN. PAST LAST BAR (STAGGER 24" LAP)
I I
p.G I
1 9 ST401 0 �'L I i i TYPICAL AT PERIMETER 1 _
I
47-14x8'-Ow 016* IYP. AT CJ. i F+ 49-14x8'-0' 018' tYP. AT CJ. &-71
SLAB EDGE —BANDED TENDON, TYP. SLAB EDGE -DISTRIBUTED TENDON, TYP.
I C.J. rW1HEN LOCA , FI C ONT. I C.J. WHEN LOCATED FIELD CUT CONT. BARS i
I I I
I
\11-IT4112 012'V PAAPET DMS 60CDNNSC.IIDPo2�®2 • (LAP 241 I I I II
I B i 53- 0;-0'
X
54it 4x12'-0Oi6'
- 13 OORNER 1 q I�6
I I
12-Si5006 06• 14-Si5005 06' W1504'4 Ov 12-SMI O6'
D I BENDING DETAILS. FOR RUN: 16 - BLDG 2 PT DECK TOP
Ih_ Bs Ys11 aY 5¢e dd A' 13 'C b' 'f 'f• 'C It f x b' 'R'
o ® o ® 3 IA cl ST4117 U6'r 2 6• 6'1'
7 I q ® 9- 4x15'-6. 016' m 4 hq a 574108 K 3T 1 r 23 r
N P6 1yDT cur F#5 iN 02 ST4109 14 3'6.2 r 27 !'
I
vw'S1, ° ST4110 14X'1'3 To rr 71V 6'n IV B'nY7•
°I° 1 b •� •� •� ! VI'f rl�u $ °I, r -� will 14 6'4'2 r S8'
I
I �o1y�N(f 5 i R `c z F ST418 14 R0•B T1• TO'
1 14 5x14'-0' 06' 14- 5x14'-0' 06' 14- x15'-6' 06' 14- 5x14'-0' O6' a� o �Hc 515001 #5 24'6'2 10' 136'
I 12-575006 06' ST5W2 $ 25'6.2 N' 24T
12-Sf500106• 03 S151113 iK 9'6'2 10' 0'0'
l J - - - 515004 #5 23'4'2 I 13'4'
ST5145 t5 A'0.3 Tr tr 1Ye' 6'111V 89114'
C STSN6 K 21`9' 111, 2rr
I 1 17 SiSOn K 4'6.2 10' 3r
I IiI
BENDING
y. DETAILS. FOR RUN: 116M - BLDG 2 MAS BRICryK�. �/ y y �y
Bs kk a7 Sae QW 'A' W •C b' T r 'G' II 'J 11 '0' R
i 49-14x8' 0' 016' 191 4x15'-6' Ot6• I Ii ST40B 1#41 VrI 17 1 TO' 71
+1 1 7/S5 ST51% t5 5'0'll T6' T6'
4x3- 4x NM• I rF !/
xto I LI RTN p XZ 7Dp RMS
I I I I I I I I
T MIP -SPS
I I A�
10-515(106 08' 12- 5x14'-0' 06' 12- 5x14'-0" O6• 12- 5x15'-6. O6' 12- 504'-0' 96• - - 10-Sf5001 dei
-- -- - -
I ' I l No.I Description Date By
181 ,I 7- 4x15'-6. 016• h& 1 Revisions and Issue Record
I I a I I ST / The full intent and purpose of this drawing Is the
/ placing of reinforcing steel bars ONLY. It is NOT to be
' - I^ / f f used as a means of communicotton between the
_ 10-ST5001 O6 Architect, Engineer, Contractor or any other Sub-trades.
LB-$Tr006 e - - - - - - - - - - - - - - r•-� - - - - - - - - - Tri - - - - - � � z - - - - - - - - - - - .� -•- -
Sx14-0 O6 8- 5x14-0 06 8- zt5-6 06 8- x14-0 O6 8-Sf5003 06' �/ THIS DRAWING IS NOT TO BE SCALED.
2727 NW 35TH AVENUE
PORTLAND. OR 97210
DIRECT
503.274 07597
I I I I I OFFICE 503.222.1813
HARRIS REBAR PORTLAND
I I I I I
Project: TIGARD TRIANGLE COMMONS
Drawing: BLDG 2 PT DECK TOP
N
Contractor. P&C CONSTR. CO.
P.T. DECK PLAN (I Customer:
Refer to Runn No No:
Date I Drawn I Chkd. Contract No. Dwg. No.
9/28/06 BKK 12400041 16