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Plans (101) e\- PROFS ` O�OO�O O \S4 01043Nl • 3 a " OREGON (413.'48„1,ry 02 C R. WPSS (EXPIRES:06-30-2018' COPYRIGHT 2018 Miller Consulting Engineers,Inc. , all SW SUMMERFIELD DR. MILLER CONSULTING ENGINEERS PL 294.71' PL234.03' ------------ Suit SWe rbur HunBled — — — — — — — — — O — Suite One Hundred j— — Portland,OR 97219 Phone 503.246.1250 \ Fax 503.246.1395 www.m iller-se.com \ 6:4. IcP W q m a -,b• N T cf . CO 0 \. \ W D / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /, IU/ / , \HD / / W w / / > Et 0 0 a.Ja/ I W ~ W 01 Tr / / Q Q'0, • • / / 2 wz I I < �20W / / W y tY I / D Y coo CO W pupa • / / / / / / / / / / / / 0 -I- 7 H / / / / 0 / / 7/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DRAWN BY: EA Im CHECKED BY: 0 AREA OF WORK PROJECT NO: 161307 I -SEE S1.01 AND S1.02 ISSUE DATE'. 12.02.2016 II• iII j z 1 I I n i - L __ PL 572.68'_ _ __ _ _ _ _ ___ __ _ _ __ _ _ _ __ _ __ __ _ _ ___1) w 0 Ut ,.I SHEET CONTENT SITE PLAN N 4) SITE PLAN SHEET S0.02 .1.1;07;4 B0'-0' 80.-0" 80'-6" ¢/510/,431J'P l V l U/� OREGON �?s, F92G40y 2a.'O' ��0 R.WP'S I I I I I (EXPIRES:06-30-20181 a — COPYRIGHT 2018 Miller Consulting Engineers,Inc. 1 1 Art gA 1 1 MILLER CONSULTING REMOVE AND REPLACE(E) A g DETERIORATED POST W/ ' ENGINEERS O2 i 3 I (E)BUILDING OUTLINE ' 2 � — — — — — — — — — — — 9570 SW Balbur Blvd REMOVE AND REPLACE(E) — — — — ! SuitelOne Hundred O — - — — — — - — — Phone 503..246 1250 DETERIORATED BEAM W/I2B-tlFax 503.246.1395 1 I I 1 I I I 1 Iwww.miller-se.com CE — OPIS DEM RIORATVE AND REPLST WE)DETERIORATED POST WJ mg©© 111 (E)TOG DECKING , W/3"CONC.SLAB01 A I O it A m REMOVE AND REPLACE(E)8- D 111, DETERIORATED BEAM W/1211 (E)TOG DECKING REMOVE AND REPLACE(E) I W/3"CONC.SLAB I -I A DETERIORATED BEAM WI I 213-21 ' ` C.) REMOVE AND REPLACE(E " O 9— S DETERIORATED BEAM W/� — — — — — — — — — — — — II Q MVP (E)TBG DECKING Q W/3"CONC.SLAB Q ... W > — - - I - - ._ - — - REMOVE AND REPLACE(E) u_ z rx rx 3 1 REMOVE AND REPLACEA __ N 0 DETERIORATED BEAM W/E},� (L, TYP DETERIORATED POST /© Wing (E)38C Q 8 SB.Oi SBA '�� (E)TBG DECKING .,,�,iwri.KsvMvnswuwr�,.wi�.wi7LOWI urwii iiw�irr�rmwsviissvi W O\ W/3"CONC.SLAB \ Ia,O — ... ... .................. ... ... .. AIM mwilm nww.sssv vvii...• J— Q co cc 4 58.01 '410REMOVE AND REPLACE(E) Y �Q I I I III DETERIORATED BEAM W/12B-1 !^ U 0 Q 0 a ■ ■ ° a �� (E)6x6 POST, I I REMOVE AND REPLACE(E) ( I I TYP. I DRAWN BY: EA DETERIORATED BEAM WA 28 2 1 (El6014 CHECKED BY: BEAM.TYP_ PROJECT NO: 161307 ISSUE DATE: 12.02.2016 10'-0" 17'-6" 17'-0" 17'-6" 17'-6" 10'-0" 10'-0" 20'-0" 10'-0" 10'-0" 17'-6" 11-6" t7'A" 1T-6" 10'-0" p ( I S 0 Z 0' O KEYNOTES FIELD VERIFY(E)MEMBER IS NOT DAMAGED DUE TO COLUMN SCHEDULE N V w O DETERIORATION. �� MAIN FLOOR FRAMING PLAN _ 1 DENOTES SIZE/GRADE w fa L9_ REMOVE DETERIORATION AT BASE OF POST AND ADD(N) Si.01 1/8"=V-0" 0 0 O ABU66RZ POST BASE. d z 1111L�' x NOTES: DENOTES COLUMN CAP DENOTES COLUMN BASE U --- - 1.FIELD VERIFY EXIST.CONDITION PRIOR TO CONSTRUCTION_ Z CRIBBING AND SHORING TO BE IN PLACE PRIOR TO REMOVING wI 3.AT LOCATIONS W1 COLUMN SIZE/GRADE o oHERE THE NEW POST BASE IS ONLY A 6x6 PT HE#1 ' SUPPORTING THE ROOF STRUCTURE,THE REPLACEMENT POST B 6x6 PT OF#1 • BASE ANCHOR MUST BE INSTALLED DIRECTLY INTO THE EXISTINGa CONCRETE FOOTING BELOW.OFFSET THE ANCHOR BOLT WITHIN C 5 Z'x 6"TREATED GLULAM COLUMN w cc THE POST BASE AND INSTALL PER BELOW.AT LOCATIONS WERE D 5 Z'x 7 12'TREATED GLUCAN COLUMN I THE POST BASE IS SUPPORTING BOTH DECK AND ROOF SHEET CONTENT STRUCTURES,THE REPLACEMENT POST BASE ANCHOR MAY BE 1 INSTALLED INTO THE EXISTING EMBEDDED STEEL PIPE AFTER COLUMN CAP/BASE SECOND FLOOR SCOURING THE INSIDE SURFACE OF THE PIPE.ALL POST 1 ABA66Z FRAMING PLAN INSTALLED ANCHORS SHOULD BE EMBEDDED A MINIMUM OF 5" 2 HGA1OKT EA SIDE OF POST WITH SIMPSON SET-XP EPDXY. 3 ABU88Z 4.BEAM 2B-1 MAY BE USED AS AN ACCEPTABLE ALTERNATIVE TO BEAM 213.2. 5.SHIM VOIDS AT ENDS OF NEW BEAMS PER DETAIL 6/S8.01 TO I ACCOUNT FOR THE SLOPE OF THE EXISTING DECK BEAM SCHEDULE ,A,. . _c••T0 1 I 2B-1 5}x14 TREATED ROSBORO X-BEAM GLUCAN LINE IS 2 INCHES SHEET 2B-2 I 6014 PT HE#i if AT FULL SCALE J C� .O I NOT P.SCALE ACCORDINGLY) - -, -- /. " _.^/\/./�..,/�/" 0 0 60•_0• 0 0 0 0 R F MOVE(E)DETERIORATED 0 0 0 0 0 80'-0• 0 0 IR' REMOVE(E)DETERIORATED QL � � ry- � F44:98/S .- ' W543 p .• V-.NA — • ( )4x72 BEAM,7YP (E)6x6 POST,TYP. POST AND REPLACEW! q2 P STAND REPLACE W/ AQ 211 I 211 © EIEEi p IEX4cORR06w70-PSS2e0 1 9 1 • , JJ MillCOPYRIGHT 2016 Miller Consulling Engineers,Inc. I \ SB Ot • I (E RAFTERS,TYP. i ' M I L L E R IS C 43 sr w \ izz' / CONSULTING / —� I— IT / 1 / I (E)BUILDING OUTLINE BELOWS. I I I / ENGINEER S p / // 9570 SW Barbur Blvd i m Suite One Hundred p — . — , 1— ' ..�,n.��„„„„,nor. ,i�uio' mmm . , mm n I Portland,OR 97219 // I I I �\ / Fax 5503.46.1395 I / Fax 503.24 6.1250 www.miller-se.com -_ (E)RAFTERS TYP. \\ \� - — 7�—___ -... - p IA \ y,,,,,, W (E)RAFTERS TYP. � ® v=� - H - 1:: /--/ I J I.Q Q `.N LU I p — — -..- /edY�ssbs•Il61Yv-"-._. ..- ,:. ..'..... ... ............ ..: ......... .. _ — — -A66 4..6 ila' lues' �sb� /GUi iuti ... .,- — i 5cc co CD ly ■ I ' �I I I NUofQ I • Qo DRAWN BY: EA CHECKED BY'. PROJECT NO: 161307 ISSUE DATE: 12.02.2016 10'-0" 17'6' 17'-6" 17'6" 17'6" 10'-0" 10'-0" 20LO" 10'-0" 10LO" 17'6" 17'-6" 17'-6" 17'6" • 10'-0" gI k — l U !�O O KEYNOTES FIELD VERIFY(E)MEMBER IS NOT DAMAGED DUE TO COLUMN SCHEDULE N W I I ODETERIORATION. �� ROOF FRAMING PLAN DENOTES SIZE/GRADE m a REMOVE DETERIORATION AT BASE OF POST AND ADD(N) Si.02 1/8-i-0 o w O ABU66RZ POST BASE. d .L Z i 1 1.NOTES:FIELD VERIFY EXIST.CONDITION PRIOR TO CONSTRUCTION. DENOTES COLUMN CAP DENOTES COLUMN BASE _U 2,CRIBBING AND SHORING TO BE IN PLACE PRIOR TO REMOVING COLUMN SIZE/GRADE Q N 3.AT LOCATIONS WHERE THE NEW POST BASE IS ONLY A 6x6 PT HF#1 O c SUPPORTING THE ROOF STRUCTURE,THE REPLACEMENT POST B 6x6 PT OF#1 BASE ANCHOR MUST BE INSTALLED DIRECTLY INTO THE EXISTIN c CONCRETE FOOTING BELOW.OFFSET THE ANCHOR BOLT WITHIN C 5}"x 6"TREATED GLULAM COLUMN o:a THE POST BASE AND INSTALL PER BELOW.AT LOCATIONS WERE 0 5}"x 7 1/2"TREATED GLULAM COLUMN THE POST BASE IS SUPPORTING BOTH DECK AND ROOF STRUCTURES.THE REPLACEMENT POST BASE ANCHOR MAY BE 1 SHEET CONTENT INSTALLED INTO THE EXISTING EMBEDDED STEEL PIPE AFTER COLUMN CAP/BASE ROOF FRAMING SCOURING THE INSIDE SURFACE OF THE PIPE.ALL POST 1 ABA66Z PLAN INSTALLED ANCHORS SHOULD BE EMBEDDED A MINIMUM OF 5" 2 HGAIOKT EA SIDE OF POST WITH SIMPSON SET-XP EPDXY. 3 ABU88Z 4.BEAM 26.1 MAYBE USED AS AN ACCEPTABLE ALTERNATIVE TO BEAM 2B-2. 5.SHIM VOIDS AT ENDS OF NEW BEAMS PER DETAIL 6/S8.01 TO ACCOUNT FOR THE SLOPE OF THE EXISTING DECK BEAM SCHEDULE A-' D "C—T. 1 LINE IS 2 INCHES SHEET 126-1 I 5 x14 TREATED ROSBORO X-BEAM GLULAM I AT FULL SCALE I S1 .02 12B-2 I 6x14 PT HE#1 (F NOT 2•SCALE A0006O6IGLY) t•UCT UR, - 1 PROfF< NOTES: \S1` I NF /, 1.FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. �' 6 (E)GUARDRAIL TO 2.NEW CONNECTIONS ARE ONLY REQUIRED AT LOCATIONS WHERE 'v/51043 P r REMAIN• . EXISTING BEAMS ARE BEING REPLACED. 4 `[/•l /1A --- , OREGON ON 0,p/1-'4R r 19.hCt cR. WP: IEE 06-30-20181 (E)TOG DECKING W/ (E)TOG DECKING W/ COPYRIGHT 2016 11 CONC.SLAB TO CONC.SLAB TO (E)TBG DLAECKINGBTO TO REMAIW/ REMAIN. REMAIN TO REMAN (E) SLAB REMAIN. Miller Consulting Engineers,Inc. -- POST PER PLAN —Ty'T —i —4-- POST PER PLAN -i—�-- ______ L. Art REMOVEAND REPLACE I 4 _ ' (E)OOLTSW/(N)33"DIA. ,,, I - BOLTS AS REQ'D. 1 _,�'- — — j - MILLER 1 1- _-.k 3I,1z ® k-= -1=== (E)TBG DECKING \ ( BEAM PER PLAN TO REMAIN BEAM PER PLAN,TYP. CONSULTING REMOVE(E)BOLTS AS REQ'D _ C ENGINEERS __ —___—_ TO INSTALL W/BEAM AND > / LENGTH BEAM FULL 2 \\( _— _ 1 LENGTH OF BEAM W/SIMPSON REPLACE W/(N)3/4"DIA. ___ SDS25212 SCREWS AT 18"O.C. / i .n BOLT AND 2 4"DIA. ® — I �/ \ INTO BEAM AND 5 "O.C.INTO / I \ j 9570 SW Barbur Blvd L. \ WASHERS EA.END. — 1/ \�DECKING — ((// Suite One Hundred BEAM PER PLAN I L BEAM PER PLAN Portland,OR 97219 Phone 503.246.1250 in \ v ® —— — —— Fax 503.246.1395 I • :I _� www.miller-se.com 'NNN POST PER PLAN REMOVE AND REPLACE _� REMOVE AND REPLACE / (E)SPREADER BLOCK W/ n o, CORBEL WI(N)8x10 PT HF#2 / BL(NOCK PT HF#2 SPREADER f=7._- .0.-.LJ CORBEL AS REQ'D. ———— - BLOCK AS REQ'D. uW REMOVE AND REPLACE o, CORBEL W/(N)6x6 PT HF#2 REMOVE AND REPLACE I CO/1 CORBEL AS REQ'D. j L._ (E)BOLTS W/(N)/DIA V� \ BOLTS W/4}"DIA.WASHERS I .��C� I EA END AND 4"DIA SPLIT I/ 1 REMOVE AND REPLACE - RING BETWEEN CORBEL AND 0 / (E)BOLTS W/(N)%"DIA a POST AS REQ'D. T BOLTS W/3"DIA.WASHERS j �./� i -- EA END AND 4"DIA SPLIT —I VVV 2 5 1/2 • RING BETWEEN CORBEL AND I 9 1/4" M POST AS REQ'D. Cl]� 1 GUARDRAIL POST CONN 2 CORBEL CONN 3 BEAM TO DECKING CONN 4 CORBEL CONNECTION S8.01 1 12"=1'-5" S8.01 1 1/7,1,0" S8.01 1 1/2"=1'-0" S8.01 1 1/2 1'-S" J a J W W U..., z o WW FN (E)TBG DECKING W/7 �m CONC.SLAB TO J REMAIN. > 7 w LlJ UJ d' I < n < e4 O 0 Ce POST PER PLAN 4 _I U a (E)CONC.SLAB ON GRADE e • — 1..1.Jc0 (N)NON-SHRINK GROUT PAD O~ (MINIMUM 5000 PSI GROUT) POST BASE PER PLAN IIIIIP DRAWN BY: EA (E)CONC.SLAB ON GRADE POST PER PLAN a� ROUGHEN SURFACE OF(E)FTG �� — CHECKED BY: eT'"'� �i��u�l PRIOR TO PLACING GROUT PROJECT NO: 161307 NM MO 'ir '• ISSUE DATE: 12.02.2016 91 1 SHIM AS REQ'D O MIN 2% 1 \ / OI w _ SLOPE A A s /It (E)FTG SIMPSON SD525412 SCREWS AT 24"O.C. rAMI ;:.'Olikk \ MAX ON ALTERNATING SIDES OF BEAM m a ���A� AT SHIM LOCATIONS 0 w ��A O • ilf‘14 L'A' I POST BASE ANCHOR AS REQ'D ` Q C 3" ri SECTION A-A BY MANUFACTURER PSEN o MIN 5"INTO(E)FTG W/SIMPSON I SET-XP EPDXY w 1 XId BEAM CONTENT PER PLAN DETAILS s GROUT PAD t , 6 SHIM DETAIL L S8.01 3,11.0" S8.01 3"-1,0" LINE IS 2 INCHES SHEET I AT FULL SCALE I S8.01 OF NOT T-SCALE ACCORDINGLY) I