Plans (597) BUP2006 - 00206
NOTFi'd .
I PERMIT
6 SETS OF PLANS
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1
® 4x -AOL 6' OC
TritiI1
2RT4A1,EDGE, 6' OC
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2x1- x10•-0'
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2 RUNS./4 AT EDGE, 6' OC 2cRU�b?5/4 ot:EDGE, 6' OC 3-/4x15'-0' 06'
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2 J$ at,EDGE, 6' oC 2x1 4x 4-0 2x1- 4 -0
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2 /a l*EIDE, 6' °C -
x20'-o�15x24�-0. 06"--.06"--..„.._� 2 'EDGE, 6' °C
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2x1 4x6-o
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2-16x26'-0' 06' 2- 4x 80I 02131 t%j2;ca
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\ CE°nKER4002011ER�BEAM 40x2-/4x6-0' or 2 µA EDGE, 6' OC
1W. AT ALL RE-ENIWWi AND OPENING CORNERS / 2x2 4xt_ot
inn EDGE s• OC f_ \
2x1- 4x16'-0' CENTER O 02•
CENTER OVER BEAM , •
105.-0"
02BEA1•
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2CENR BEAM \ R11ySx 1 EDGE, 6'OC
2-16x26•-0' 06• r#4 N
2x1- x10-0•
0104 RVy0 A[ExIE, 6' °C
2x1- a o-0
2x1- 4x12'-0•
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200 SHEETS WWM 6x6 W2.9XW2.9, CENTER IN TOPPING SLAB
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2 x -0'EDGE, 6• q O , te)G
2x�i 4x24,-0•
II - City of Tigard
2 Ru 24L EDGE s• OC A• - •v
ed Plans ans
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be- 4x0-0
RECEIVED
2x1- 4)(25%4o By �i. ►& DaStLrj? 6776TMAY/3
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Fuzeo Oozot aCITY CMmimer,-.ARD
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1 /\ / ii(5 i(7 r/L/ -
3-16x113'-0' O6' on ohalT of
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213- 4 0-0 6 1 ,a, eod is
2x1- 4x24'-0• 3-16x113-0' os OFFICE COPY
or,r;,.,�.'i , ,, ; > , 1 , r c s?nsction
— �.__ • CTI iai h et_. u v 1 „r t. :.ated, and • t2RECEIVED
6.-0. NOT)(CEPTIDNNO CIMAIECORRECTIONSNOTED the s i ,iriiu ! I c tl,l '„cn Q with y
RETECTEn ❑ REVISEAIDRESUBMIT LI Contract Documents. JAN 29
2 RUNS#4 AL EDGE, 6' °C THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN Signed. Date. 1` 1 S _op)
O 7 Z��'
2x1-- x12'-0' CONCEPT ONLY.MY DEVIATION FROM PLANS CR SPECIFICATIONS
NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN P&C CONSTRUCTION
REVIEWED.REVIEW SHALL NOT CONSTITUTEACOMPI.ETE CHECK cc
ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO RELIEVE THE
CONTRACTOR OF CONTRACTUAL RESPONSIBILITY FOR.ANY ERROR
OR DEVIATION FROM CONTRACT REQUIREMENTS
AN ENGINEERING •
SLAB PLAN e N Ori, t lt. icr,__ay ,z-r D
No. Description Date By
14 LAP = 36', STAGGERED Revisions and Issue Record
RUN 24' PAST INSIDE EDGES, EYP.
The full intent and purpose of this drawing is the
placing of reinforcing steel baro ONLY. It is NOT to be
used as a means of communication between the
Architect, Engineer, Contractor or any other Sub—trades.
B N} BENDING DETAILS. FOR RUN: 19 — BLDG 1 2ND DECK THIS DRAWING IS NOT TO BE SCALED.
400000......... 11
� Ba Link Q saeTdd 1031111P 'A' 'B 'C' t r 'r 'C v 's 1< 'o• it -
R ,� 2727 NW 35TH AVENUE
acus t< 24.1 t to I 4'r 11111• wr
0 DM112 t4 Wr11 Tr 2111 I J{ B..' n �i R PDIRECTN 866.707.3227
0
09 .A a OFFICE 503.222.1813
DKNB t4 1S'1•R 2r tir F' FAX. 503.274.0759
HARRIS REBAR PORTLAND
IBDI Project: TIGARD TRIANGLE COMMONS
T71 Drawing* LDG 1 2ND FLOOR DECK
Contractor. P&C CONSTR. CO.
Customer: R2M2
Refer to Run No:
Date -Drawn Chkd. Contract No. Dwg. No.
11/30/06 BIM 12400041 19
64-01.4001 012' WALL VERT 64414001 012' WALL VERT
4x4-DL4002 WNL HOW
WALL FgRQ
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1410,>..... ..-\11111
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1-14x1'-7. 024•TOP, 1• CLR. 1- 4x1'-7. 024'TOP, 1' CLR. r„."114x1--4x4-0• ' TOP, DID. 4x1-14x4-0 24' TOP, DIAG.
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ink
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7-#4 -7. 024'TOP, 1' CLR 7-/4x5-7. 024' TOP, 1' CLR.ay--------- sisitits
11- 4x11'-0' 024°TOP, 1' CIRsl.*Illie''I"ffi°-----?°°°.
11- 4x11•-0' 024'TOP, 1• CIR.4.1.111111(„00.444
7--4x19'-6' 024'TOP, 1• CLR. 11,t-...„Ar4- 4x11' ' 024' TOP 1' CLR. 4- 4x11'-0' 024' 1' CLR ��'% ill 7--4x19'-6' 024'TOP, 1' CR
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2--4x7-0• TOP, 1• CLR ' if • 2- 4x7-0' 10P,_i_' CLR.
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2 -4 TOP jj -4012'VERT
1 14 IDDDLE
:SLAB PLAN e N 1 ;4 BOT
1• CUR. TOP OF SLAB
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tililla
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14 024' EW TOP-
BENDING DETAILS. FOR RUN: 20 — BLDG 1 ROOF DECK
B DLBar DA 4N1 f Qty FaeTotd length*It A' S 2' V 2' D' T V V 1f 0' 'R'
01.411201.4112 14 irr n irr 6' SECTION -A
17
RECEIVED
JAN 2 9 2007
P&C CONSTRUCTION
0
No. Description Date By
Revisions and Issue Record
The full intent and purpose of this drawing is the
placing of reinforcing steel bars ONLY. It is NOT to be
used as a means of communication between the
Architect, Engineer, Contractor or any other Sub—trades.
THIS DRAWING IS NOT TO BE SCALED.
( R'' 2727 NW ID 35TH AVENUE
Noris °
thawPODIRECT 1396.707.3227
F 1 EN 503 222.1813
' HARRIS REBAR PORTLAND FAX. 503.274.0759
Project: TIGARD TRIANGLE COMMONS
Drawing: BLDG 1 ROOF DECK
Contractor. P&C CONSTR. CO.
Customer: R2M2
Refer to Run No:
Date Drawn Chkd. Contract No. Dwg. No.
11/30/06 BKK 12400041 20