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Plans (594) BUP2006 - 00206 NOTE : 1 PERMIT 6 SETS OF PLANS 5 0F 6 I - - 1 I I r — 7 I 4 I I I 39-8F4002 08" TOP Je i L _ J 39-#5x5'-6" 08" BOT I I I I B I I I I A 1GI to VERIFY 7 RUNS T&B @12" I 1 14x2-#4x17'-0" I i 9 f...1 ,y fEl F - I 11-BF4010 08' TOP I L9x4-BF5001 VERT DWLS telI I I i L 11-#5x4'-1" 08" BOT 9x20-ff5x3'-6' 5 EW, T&B m ' —If v1 F _- - 14-#4x3'-6" DRILL&EPDXY DWLS 14-6E4009 08" TOP J - 14-#5x12'-7" 08" BOT �_ j - 5 RUNS T&B @12" / I I - 10x1-#4x3'-0' 1 I 2 RUNS T&B @12" 7 RUNS T&B @12" 5' r - - - 7 4x1-#4x3'-0" I I 14x1-#4x4'-6" I 1 L _ J � I I 7 RUNS T&B 012" IF N D . PLAN N /111k 14x1-#4x6'-2" II I 7 RUNS T&B 012" ------'-1--' I ,� 14x2-#4x11'-6" I I LAP SPLICE LENGTHS, MIN. I .1 #4 = 25" 45-BF4002 08" TOP 1 r _ 1 45-#5x5'-6" 08" BOT I ' L _ _ i I . I L� • I I =°-L8-BF4002 08' TOP I _ 8-#5x5'-6" 08" BOT 10-BF4005 08" TOP , ', I _ 10-#5x10'-10" 08" BOT - -T I PILASTER VERT. DWLS., SEE DTLS. I I 30x8-BF5008 PIL CNR. DWL /O� 54x2-8F5008 PIL BNDRY. DWL 1 60-BF5008 016' E.F. DWLI /\ u F r L �� I I I 12" CMU BETWEEN PILASTER VERT. DWLS. 1 I I I I I I I 1-1 I I I 74E4002 08" TOP 84-8F5008 016" O.F. DWL I I 14444302 08" TOP 21-BF4002 08" TOP 6-8E4002 08" TOP 1 �14-#5x5'-6" 08" BOT 1- - J L _ J L _ J V- I I 7-#5x5-6 08 BOT 21-#5x5'-6" 08" BOT 6-#5x5-6 08" BOT I I 7x2—S T&B @12" I I I _� 1 J I 7 RUNS T&B 012" 14x2-#4x13'-0" r - �- �1 ,1 _ i I I I 14x2—#4x9'—O' I_ I_ I _— ,- - J I � - I- L I _ L. 1 1 I I 1 I , J 14-BF4007 STEP I 1 r \14-8r4006 STEP 14-BF4006 STEP BENDING DETAILS. FOR RUN: 25 - BLDG 3 FTG 7 RUNS T&B O12" I I I Bar Mark city Size Iota' IengLNType 'A' 8 'C' D E f G H 'J' 'K' '0' R 14x2-#4x8'-6" L " 7 RUNS T&B 012" —7 RUNS T&B @12" 8F4002 #4 613' 11 9' 5'6' 7 RUNS T&B 012" 14-BF4006 STEP 7 RUNS T&B 012 14x2- 4x14'-6" 14x2- 4x11'-6' 27-BF4002 08" TOP 7 RUNS T&B 012" 14x1-; 4x11'-6" BF4003 #4 10'3' 17 9" 9'6" 27-#5x5'-6" 08" BOT 14x1-#4x11'-6" 784E4002 08' TOP BF4004 #4 10'11" 17 9' 10'2' m ¢ " 10-8F4003 08' TOP 78-#5x5'-6" 08" BOT 10-854004 08 TOP 14x2-#4x16'-6" 7 RUNS 012 10-#5x9'-6" 08" BOT BF400S #4 111 17 9 1D'1D' 10-#5x1 O'-2" 08" BOT 14x2- 4xx16'1C-6" 854006 #4 6'6' 32'9' 1'0' 79' 8%' 8%' 6'2%' 74-854002 08" TOP 74-#5x5-6" 08" BOT 854007 #4 8'4' 3 79' 211034" T9" 2'014' 2'014" 1614' 'NO ExCEP[WNNO EICe "' No7E 0 BF4009 #4 1314" 11 9' 121' 'RE - p REWBEANNESUBreT S. CI8E4010 #4 4'10' 17 9" 4'1' nils REVIEWIR FOR-a ‘ vim DESIGN Bf5001 #5 4'4' 2 1D' 3'6' NOT ONLY. BYCONTRACTOCft�GBEa BFSODB #5 6'1' 11 1'8' 4'5' REVIEWED,REVIEW SWLLLNOTCONSTIMEACOMPLETE CHECK or 8" CMU HEADER I 8" CMU HEADER BEYOND AU.Ta DETAILED C f CONT A OR LCRE ESEmY FON THE REllEvE coNlRacroR Cf caNrRACTUAt.RESPONsenm FOR MY ERROR • 2 #4 HORZ AT TOP OR DEVIATION FROM CONTRACT REOUIREMI7fTS C* AAI ENGINEERING p / /2-7. IA CI B D B K K F „ : I : I tete 3I a(Jl 01 By B I O I J p H 1 #5 ®16 E.F. VERT I I A -t c e enders agnea, ecth.s on behalf or the Contrec.;r,c�r4€fi,;that #4 @24" HORZ, E.F. I D ' c-0'- ' 'u . hen r+ev awed and is r 'stet roved; products have been verified :�/ I 1 02 17 03 mag s bsinr3r'aIsop specified, field 2 #5 HORZ AT BOT I as bean amonts and field construction � I City of 1"Igard criteria have been coordinated,and 20" CMU PILASTER the submittal is in compliance with "' t'• Plans / Contract Dozy?cements. B EMAIL Data' V Signed: --sc"--- Date:3'tZvl 12" CMU L 1 12' CMU BEYOND I 8" CMU HEADER ABOVE 8" CMU HEADER MSS r1zeo _ 'do aro I �I 2 5 HORZ AT TOP I • 2 #5 HORZ AT TOP I I I `r _ w ADDL1TRANST&B. � # I �— 1 #5EAFACE 1III 1 #5 EA FACE �YII (--liCi-it MATCH LONGIT. 41" I PIL. BNDRY. IcIPIL. BNDRY. ill 1/�SD 67 2 5/8" TO CTR., TYP. -1:1-a... 2 #5 EA CNR. L■ 2 #5 EA. CNR. 0 I • I / �� .�.�� • / No. Description Date By 1 #5 @16" E.F. VERT #4 @24" HORZ, E.F. #4 024" HORZ, E.F. n�r I �l7. STEP - Revisions and Issue Record 1 �I .w------- / I�1' t1 1 #5 EA. FACE III' �l� 1 #5 EA. FACE _r_____ I @16" MAX. O.C. # @16" MAX. O.C. //� ��/7 The full intent and purpose of this drawing is the i�ltl �!, illi }� placing of reinforcing steel bars ONLY. It is NOT to be �— 24" CMU PILASTER ■ PIN used as a meansof onteel communication between the ang other Sub—trades. I PILASTER BEYOND 1 i IC�' X�; #3 TIES @8" #3 TIES ®8" /A- Architect, Engineer,39" MIN. © 1��� �� III �JTHIS DRAWING IS NOT TO BE SCALED. 39" MIN. I #5 @16" VERT 1'-4" SQ. it( if n ,, PORTLAND. O 97210 I�r ■■el2727 NW 35TH AVENUE . 2 #4 HORZ AT BOT I 2 #5 HORZ AT BOT 1 5 Ek FACE 1 #5 EA. FACE r , Hann ,� .I DIRECT 865.707.3227 /t I # Q�� PIL BNDRY. III 1 �� •("— a • "'1111 #5 EA CNR. "iy., OFAX.E503 274 07593 iPTL. BNDRY. HARRIS REBAR PORTLAND 2" CLR. 1 1 2" CLR. 1 . " 12 5/8" TO CTR., TYP. 1i�^1' Flipl 4 ®8 TRANS. TOP • ' ' Nig #3 TIES @8" Project: TIGARD TRIANGLE COMMONS # " #4 ®8" TRANS. TOP t2" _7 #4 ®12" LONGIT. TOP 7 #4 ®12" LONGIT. TOPL 241 20 2 5/8" TO CTR., TYP. � Drawing: BLDG 3 FTG. t3" CLR. o 3" CLR. CMU PILASTER CMU PILASTER RECEIVED #5 @8" TRANS. BOT 5 @8" TRANS. BOT 1 30 2007 Contractor. P&C CONSTR. CO. 7 #4 ®12" LONGIT. 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. E . 3/8/07 BKIC 12400041 25 MAY 29 Zuut P&C CONSTRUCTION ..)/1,/