Plans (592) BUP2006 - 00206
NoTF414 :
1 PFRMIT
6 SETS OF PLANS
40F6
dS6cO2c( - 0 0z06-
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39-814002 08" TOP I I I
39-#5x5'-6" 08" BOT I I
L _ J
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B JI
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A I11111
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e VERIFY
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7 RUNS T&B 012" lrsy"14x2-#4x17'-0" II
I I 11-814010 08" TOP
L _ 9x4-BF5001 VERT DWLS
0 1 I L _ - 11-#5x4'-1" 08" BOT
Lai I �F_ 9x20-#5x3'-6' 5 EW, T&B
4- F - 14-#4x3'-6" DRILL&EPDXY DWLS
14-BF4009 08' TOP /�
14-#5x12'-7" 08" BOT a _ _ , - 1 -1_"
5 RUNS T&B 012"
10x1-#4x3'-0 I I 2 RUNS T&B 012"
7 RUNS T&B 012" 51 r - - 4x1-#4x3'-0" I I
14x1-#4x4'-6" I I L _ J
� II a
7 RUNS T&B 012" , I F N D . PLAN N
14x1-#4x6'-2"
I I ,,
L
7 RUNS T&B 012"
14x2-#4x11'-6" I I la- I LAP SPLICE LENGTHS, MIN.
I #4 = 25"
45-814002 08" TOP _/I o I �1
45-#5x5'-6" 08" BOT 1 ► L •
I ■ L - J
I 1 . epi 8-614002 08" TOP
, 8-#5x5'-6" 08" BOT
10-8E4005 08" TOP — -
10-#5x10'-10" 08" BOT - ; I PILASTER VERT. DWLS., SEE DTLS. \
30x8-8F5008 PIL CNR. DWL
1 54x2-815008 PIL BNDRY. DWL
60-BF5008 016" E.F. DWL u
1 � '1
r - - _ _ _
12" CMU BETWEEN PILASTER VERT. DWLS. 1 I I 14-814002 08' TOP I I I [] I I I
I 7-614002 08" TOP 84415008 016" 0.1. DWL , " -
21-814002 08" TOP I 1 7-#5x5'-6" 08' BOT 6-BF4002 08 TOP ., I )/14-#5x5-6 08" BOT I- - J L _. J L _ J
08" BOT , .
21-#5x5'-6 08 BOT f 6-15x51-6" I I
7 RUNS T&B 012" I L
14x2-#4x13'-O" I �_ I -1 J I
:-\r-
. 7 RUNS T&B 012„
—.a -a I I I I 14x2-#4x9'-O”
• I_ I I
L - - LI — ..i.. I 11 J
14--8140071STEP- I_ I I F 14-8F4006 STEP 14-814006 STEP BENDING DETAILS. FOR RUN: 25 - BLDG 3 FTG
1 Bar Mark Qty Size total T 'A' 'B' 'C' 'D' 'E' 'F' 'G• 'H' ,J' 'K' '0' 'R'
7 RUNS T&B 012" I - 1Pe
14x2-#4x8'-6" L 7 RUNS T&B 012" — 7 RUNS T&B 012" BF4002 #4 63' 11 9" 5'6"
14-814006 STEP 7 RUNS T&B 012" 14x2- 4x14'-6" 14x2- 4x11'-6'
27-BF4002 08" TOP 7 RUNS T&B 012" 14x1-#4x11'-6° # # B14003 #4 103' 17 9" 9'6"
27-#5x5'-6" 08" BOT 14x1-#4x11'-6" 78-814002 08" TOP B14004 #4 10'11' 17 9" 102"
10-814004 06" TOP 7 RUNS T&B 012" m CO 7 RUNS T&B 012" 10-814003 ®8" TOP 78-#5x5'-6" 08" BOT 814005 #4 ITT 17 9" 1010'
14x2-#4x16'-6" 14x2- 4x16'-6' 10-#5x91-6" 08 BOT "
10-#5x10'-2" 08 BOT # BF4006 #4 6'6' 3 219" 1'0 1'9" 8,r
8 X 6 2 X
74-814002 08" TOP
74-#5x5'-6" 08' BOT 814001 #4 614' 3 2'9' 2'1014' 2'9' 210X' 2'014" 76 X'
'NO ExrkPns so1w " cnotisNarS 0 BRIXI9 #4 1314' 17 9' 12'7•
.,.-1,0❑ trEVN8ENOREMIT,a=_ 13 6E4010 #4 4'10' 11 9" 41'
T. w+w . `_
THIS REVIEW 16Fdt GENERAL SFaiuWICE Wm1 DESIGN BF5001 #5 4'4' 2 10" 316'
CoNCEPT NOT CLEARLY� BY THE a ANY DEVIATION FROM PLANS Cft SPECTECATioNs BF5000 #5 6'1. 17 118' 4'S'
REVIEWED.REVIEW SFA LNO1'CONsTuvrEACOPRETE CHECK OF
REJEvE THE
8" CMU HEADER 8" CMU HEADER BEYOND CO DETAILED
DIMENSIONS OR coupe CR SERVE TO
CONTRACTOR Cf COHTRACTIIAt.RESPONSBNIY FOR ANY ERROR
I 2 #4 HORZ AT TOP I I OR DEVIATION FROM CONTRACT REQUI &
AAI ENGINEERING 1
Q �7 IA GI B D B K K F
" • I I Ds'e 3/e�S/ By I7 B G I G D H
1 #5 016 E.F. VERT I #4 ®24" HORZ, E.F. I A -t c e understgnso, actn.y on behalt o1
the �ongLai
es that
S,<,S bean TCViOwwed and is
Ly:';>ioveucts i'1ave been verified
/i I 02 17 03 t� � s b
2 #5 HORZ AT 80T r I as hyingaiFisd, trmidCity of Tigard tion• I I a msasurmand timidconsgrucriteria sn coordinated,and20 CMU PILASTER the subin Com Bance withI ,fps .� es PlansI �
QG/O7Contracents. p
By/' M11_ Date - signed:
I
as
12" CMU I I 12' CMU BEYOND I 8" CMU HEADER ABOVE _ 8" CMU HEADERmiaAra
I 1 2 #5 HORZ AT TOP - /.- 2 #5 HORZ AT TOP PIE
I , I I$1,1
I ADDL 1 TRANS T&B
.-✓ 1 #5 EA. FACE 1 #5 EA. FACE I PIL. BNDRY. PIL. BNDRY.
• I 41" I L��D # ��D # MATCH LONGIT.
0
" " I " 2 5/8" TO CTR., TYP. _��.,�� 2 5 FA CNR. 0_�� 2 5 EA CNR. No. Description Date By
1 #5 016 E.F. VERT #4 024 HORZ, E.F. I / #4 024 HORZ, E.F. r11' ai, ���' �� FIG. STEP -TYP.
f 1 #5 EA. FACE i #5 EA FACE Revisions and Issue Record
• I I��' �' / 016" MAX. O.C. Is
�I(I' 016" MAX. O.C. The full Intent and purpose of this drawing is the
24" CMU PILASTER ■r_ :■ 1 placing of reinforcing steel ban ONLY. It is NOT to be
I-- PILASTER BEYOND s� } } used as a means of communication between the
i �C�' �I, #3 TIES 08" I'I' !jl #3 TIES 08" Architect, Engineer, Contractor or any other Sub—trades.
39" MIN. I 39" MIN. i CI /
#5 016" VERT l��t �� ���� �� THIS DRAWING IS NOT TO BE SCALED.
I I 1'-4° SQ.
2 #4 HORZ AT BOT 2 #5 HORZ AT BOT 1 5 EA FACE ��+ 1 #5 EA. FACE �A'+ 2727 NW 35TH AVENUE
.� i� I PORTLAND, OR 97210
I �� # a�� PIL BNDRY. MI� » , I a OFFICE '57,1; 2.1613
• PIL. BNDRY. — 1 #5 EA CNR. $ DIRECT 03.2707.3227
n • • " I, • • Mi' 2 5/8" TO CTR., TR Fri+ �� HARRIS REBAR PORTLAND FAX. 503.274.0759
2 CLR. 2 CLR. 11� .J
�� " f Oji
#4 08" TRANS. TOP #4 ®6" TRANS. TOP / , #3 TIES 08" Project: TIGARD TRIANGLE COMMONS
7 #4 012" LONGIT. TOP 7 #4 012" LONGIT. TOP 12" 24� F20" 2 5/8" TO CTR., TYP. +`J Drawing: BLDG 3 FIG.
• • 7, - •
• 3" CLR. r • • ± 3" CLR.
CMU PILASTER CMU PILASTER RECEIVED
30 2007 Contractor: P&C CONSTR. CO.
#5 08" TRANS. BOT 7 #4 012" LONGIT. BOT #5 08" TRANS. BOT 7 #4 012° LONGIT. BOT NAR Customer: R2M2
DETAIL -E P&C CONSTRUCTION Refer to Run No:
SECTION -A SECTION -B SECTION -C SECTION -D Date Drawn Chkd. Contract No. Dwg. No.
PrrPIVFF 3/8/07 BKK 12400041 25
MAY 292UUi (elicL)
P&C CONSTRUCTION \"t