Loading...
Plans BU P2016 - 00152 BU P2016 - 00153 BUP2O16 - 00154 I I I • ., Iry ."..itn..,,,_ .40-4i...., ._ _.,,,„.4.1,..„...„,,. ___ __ RECEIVED BARRYLEVIN .- -. .. .,... '- . , '. , „... C C A () 1\ \\ v A p : mP Y 0 9 2016 - S►SOCIA TES' . fir �' aL�`I�OSTRUCTURAL ENGINEERS 1 - . �� -F 301 PERIMETER CENTER NdRHT SUITE 100 :'' BUIL ING DIU IONT t,x3 `r_ . AT4ANTA,GEORGIA 30346 : J. �- •— gT; PHONE(770}457-2376 FAX{770)457-0514 &; 1 P V MN.BARRYLEVIN.COM - COPYRIGHT NOTICE -w �c ` 1- y drawing disYthe yproperty of the above am ! This referenced Engineer and is not to be used ' '- - "`•:. . purposeII other thou the specific i • ary- for any - t t� t project and site named herein, and cannot = 'S ' c 41� fix} . EI manner without the be reproduced in any • '' � -:.,4 I t express smitten permission from the Engineer tte ,..:....1:x'' .1(\e'SS I 44 IU I I AW RECORD i ,e ,� DRAWING DESCRIPTION E ., :-T.. .. ,,.______((p, .._. ++ ...\ DATE .,.. • A. \ -1 -. i\lit..-4* , ' 11N I F; • Li ' ' •,i" pi" Iii 'a •F �. € a 4,4 ,' ,1. — g . ... . . , ,..,,,,,,, ,.i., ., y i. r'' `.-•tom` •id• ,.� P - - - ," k • 4 ,. a ,1+ 5 i , , r , - it - a' - l a - s. I� 1 • Y ,•. ��L}'^'� ,iNI Ill = I , 1.---;,....1 - i a �, it ' I. , � .f '''', I , ,, -,-...., R : `5 REVISION RECORD I 0 -T 3 , L D \ G ,,_} S . 1 4 6 R 0 0 V X \ D I- D S TAY L ..., , , :„. N0. DATE DESCRIPTION \ _, .,„ ,.. :,,,..\\ ....,. '-1,. :: ...:.; ,......- o ,, �� ,, ,„ , \ , , 7,1 i `-- ; . 001,4 'redikii\1/2...\-% 44- fx 44 u' + E•t :u.. ,,•- rte``. 1 i aZ +.i,, 0 C A T 0 \ . 11,-lo ..4- NMI- ALVII tilktPtkiltillS. AKA ek. 11,3.5 ACM O 9697 \ „_ r h S A S I- \ 0 a 1 5009 SW T GA H D 0 H PROFESSIONAL SEAL gG 0 \ 9 / 2 2 ` V A Po cz-`frc-1.‘7- (c.1.4.1G6.4.11\142E!-16:' ' ''' • is5 V C " a•` _.., � A.:= -: - ,. ,�,Q� ,,-• ., .` „p�,;� � , pi � i all �� :_ s , ' 4:: ...,ri--71-7,T7 .- ,, • yyyyy 7: 1.:1 5 ... x� CC/r±±rr�'� -.7 -1;1 , � t� �" fir :a. ,�` .: 'l!-. �'� av - .. ' ' ` Fi .i: i c . rl!` i;' 4d E • } '4; "* 1774: .me _� 4i ,,t` 1 ` 1ElaNC. D R A W N , D 1---- X ..........,...-;„,-, ., .,,%. �d ,,A e — -- .., Al 4 r- •3 -Q i a'-""''� r Vo " 'i -."clrr !`Y„ +� - .i P.— pi, �j . , , t .r f •,_J - -'• •";i r __- �' ETU-IA-MN DATE:" YO L119 , ._ , .. ,,,....,...,„ .. ,. , . , ,,,.. , , ,...„. ,., .,. ., y r. 6 -,,-.- - , , i .__ in • . • 14:: ' • 'I!!"-,T, I.,.-,T , , t " 1,1-''' ' -"F .� sib R 0 O 1 C 0 V 1- H S I- I- T , , • _ I': '°"I 111444 " " rgs ` i 1' � '' *: °.yam +� w 1:14- , . I �� ' �,` ���` ' �, �.- `� �9b "��7s�e � F#.:ill:IT"' PRINCIPAL IN CHARGE 1 * 0 H P I AS . 1 . CO \ D T 0 \ AL ASS1-- SS \/H- \ , , N 1/.....,.;,i,:::, -..":11' ...'.. , 141. ' s . ;.. j a„p '�: F. •!. SITE DEVELOPMENT V '”" '�Ar ,a, TY " ti � R a'I: 1:e1,,,,.,r.,7-., a '"re i.... COORDINATOR iii Rh PAI H DI-- TA LS ,„._ Fig- f . r a °._ '*.. �. 4 �.: PROJECT MANAGER - - .' A " 5 =F i+ • I lit J WITTLIN Ell IIII ,. ". - _ ry QUALITY CONTROL r, • + . • . � J WITTLIN .IIS. w.a i ice • > I f r . PROJECT NAME SPEC,AL. INSPECTION REQUIRED f ..� f - ri kilihina' s� e. ' -;t*. 1: ,,.•,__a.---:,LL lid—, .' '::11! State of Orecion Structural Specialty Code I .. "' _, '' E; : ' 1 EXTENDED AMERICA tY I . . F. 'w - ,_w .•. 1 X STAY R rr� •' 1 �_. STORE NUMBER [� eel I1 4- ' 4. .�a.+ - � a GB: ote and Reinforcing St I ,j °�;� �. �� �_ "• i� � _ �' 9692 f , s _ (ThH A \ 0 T I- S Bolts Installsct in Concrete "" ■ ■ a � rr �=2• 1r1+',.. # � IP ❑ Specie!Moment-Resisting Concre.e Frame �' - , i •- : } r - t ! t '�i � y z PORTLAND 0 ReinforcingSteel&Prestressingsteel Tendons - s <r a - ,; eons I 4'ay f •. :_ ,_ :,%) I . t F. �- r � f ❑ OREGON I V N S . Structural Welding I � �` r " 1 . CONTRACTOR TO VERIFY ALL DIMENSIONS . � � � - - } Fli h-Strep ht Bold _ a'w. - n,.:.: ;. ..i, ..• i T , D NT �.._. k - . - _ � W __ 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL CODE REQUIREME S . g , .,-M: . .� _ K .°- - . , ,❑ Structural Masonry rdll"°r r h Est .; - • . r =; , Fiji: -sem;. 3. IF EXISTING CO \ DITIONS DIFFER FROM CONDITIONS SHOWN ON DRAWINGS, CONTACT ENGINEER FOR DIRECTION . ❑ ReinforredG surttConcrete ,a _ , ; _ .. q.' V * ® - ... .� g1 ,_ r 13009 SW 68TH PKWY' NG ALLDEMOLITION ACTIVITIES TO PROTECT ADJACENT FRAMING AND FII` 1SHES FROM DAvAGE. F ; . • : :.' s �# _ " �: :' TIGARD OR 97223 4. TAKE CARE D U I ❑ Insulating Concrete Fill y ...v _ #, - y , , i . i _ 2 .� a Rev w• O I N G O F F A M I \ G DURING REMOVAL VA L A C T I V I T I E S . ❑ Spray Applied Fire-Resistive Materials 5. PROVIDE FULL SH � � . El Pi#sr�gs, Drilled Piers and Caissons "�• I 'iii ., : '. _ - _ �.-i; ;,, ,,4. 6 . INSTALL ALL MEMBERS IN A PLUMB AND LEVEL CONDITION . � ' �, - ' Y $ ,. E _ 6 ❑ Shotcrete .. I _ r - 's' r`'. , ';''',,ie �.JR • , - INSTRUCTIONS SIMPSON TO DEVELOPED FULL F arm � 3 :: ...� _ _� ._ u ` . 7 . INSTALL ALL SIMPSON CONNECTORS IN ACCORDANCE WITH ST IONS FROM 0 , l ❑ Special Grading, Excavation and FillingLI T \ FORCES. - : .■ f CO N N EC I0 0 - _,, t _. f .} m: 4. , ❑ Smal,a Contra. _ ...erns r - _t .=''- '• , ,.,F • i -._` ,. _ "�..w- :r" ,3- .o. ,. i'I ,+ '.•.gigrUWiz. _ ' La: -u . r-- "`. ;N .•L • e , 7'8. SUBN IT ALL MATERIALS TO ENGINEER FOR APPROVAL PIOR TO USE. ❑ UtYrerinr. ;lel: .� _ .. _- , �," . .._ ` .n �. N T ._ A { 9 . INSTALS NEW STO STUCCO IN ACCORDANCE WITH STO INSTALLATIONREQUIREME S . , � , rx a__ it CITY OF TIGARD EMG CORP. WORK ORDER NO. • REVIEWED FOR CODE COMPLIANCE-. CITY OF TIGARD D R —_ c -ro Rv : CITY OF TIGARD Approved FOR CODE COMPLIANCE REVIEWED FOR CODE COMPLIANCE OTC: _ [ _ I G1 c� �1' S A l ppr°vtck � c:,l ci \O113 \Ilk. OTC: Approved: I L_G 10524. {k lR l I Permit V fYIIIII' �—� 0 � OT('� PROJECT NUMBER [ I Address: , - _s �+�"'r' Permit#: Y, 2--e_•• tit 677 20160413.0 C \ l VA \ ACHRS Pcrmit#: :�20 L,� t' � Suite •• Addresst r. '1Ii► s�0 \ TR T I V o Address: � � i' i� $ . r. Date: Suite#♦: SHEET TITLE Y' /1Gr� EXT _ Suite#: # $fir; " l► Dates '-1 "e /� ' E5= ���� Date: a...D I— D STA 01- 1-- LS C 0 R 0 RAT 10 \ � y COVER OFFICE COPY PAGE 1 1525 N o COVV \ TV0 , SF RD . STH 0 I� IARLOTTh N C 787 / / SHEET NUMBER 9 RO 1 ■ I I 1 1 i RECEIVEi ID r _ M"'Y 09 21116 CETV OF TIGARD GUILDING DIVISION BARI2Y LEVIN AREA OF REPAIR ASSOCIATES . . STRUCTURAL ENGINEERS . ^ 7 ^1 301 PERIMETER CENTER NORHT SUITE 100 ATLANTA,GEORGIA 30346 I I PHONE(770)457-2376 FAX(770)457-0514 O1 2 3 4 5 O6 7 0 9O 10 EP 12 13 14 15 16 17 I7/////// j///////// I WWW.BARRYLEVIN.COM 222'-5Y° / . V� I.._ �J VERIFY IN FIELD KEYED NOTES: O/% BUILDING A (E) 3)29x11" VL I I I I I I I I (E) 35 "x111" VL I I 1. REPLACE DAMAGED COLUMN G� . LJ - COPYRIGHT NOTICE 42 33 R1.0 / referenced Engineer and is not to be used S2 S3 3 S1 3 2. REPLACE DAMAGED BEAM 1. ' This drawing is the property of the above CO ® I R1.0 2 S1 W3 W1 5 2 31 W3 W1 I 3. HOLD DOWNS RUSTED/MISSING for any purpose other than the specific 4 /�� 4 project and site named herein, and cannot R1.0 1 2 R1.0 L'J4. DAMAGED STUD FRAMING . be reproduced .n any manner without the R1.0R1.0 express written permission from the Engineer (E) 3Y2"x14" VL (E) 312"x14" V1. 1.-........-----------....„ O 5. AREA OF WALKWAY FRAMING EFFECTED BY MOISTURE I I I DAMAGE 111 O LEGEND DRAWING ISSUE RECORD DATE DESCRIPTION S1 S1 REPORT • CG '5` 0 I DETAIL NO. / ITEM o # XX / Q/ w DWG O vC>> In E sN � KEYED . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- O DRAWING In NO. NOTE w . © KEY PLAN / \ I I I I I I I I I I I I I I I I ,/N O RTH 1 BUILDING A - REPAIR PLAN ' NORTHREV/S/ON RECORD R1.0 SCALE: 1'-O" Mr REVISION DATE DESCRIPTION PLAN NOTES: 1. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. AS BUILT DIMENSIONS SHOULD BE FIELD VERIFIED. 2. SEE BLA STRUCTURAL CONDITIONAL ASSESSMENT SITE VISIT REPORT FOR THIS WOE, FOR ADDITIONAL INFORMATION. 3. REVIEW CONDITION OF EXISTING DRAINAGE SYSTEM AND CLEAN GUTTERS AND PIPES AS NEEDED. 4. EXTERIOR FINISH SHALL CONSTRUCTED FROM STO STUCCO PRODUCTS. INSTALL PER MANUFACTURERS RECOMMENDATION TO COMPLY WITH 1HR FIRE RATING. 5. THE INTENT IS TO UTILIZE THIS SAME REPAIR PLAN ON BUILDINGS A, B, AND C. CONTRACTOR TO VERIFY EXACT CONDITION IS OCCURRING ON ADJACENT BUILDINGS. IF CONDITIONS DIFFER, ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. \ A (N) SIMPSON ST6224 STRAP 2A (N) 31/2"x14" VERSA-LAM R1.0 2.0 3100 DECK BEAM T/ 2ND FLOOR I • - • - • •I. • . (N) DECK SHEATHING N(E) DECK SHEATHING / 2'-0" MIN TO REMAIN PROFESSIONAL SEAL - S • �I • S - ,\��ED PROFF8n. • II STURD/FLOOR PLYWOOD TO �^G' �NGINEE'S'� ` II BN BN N. MATCH EXISTING THICKNESS 16442PE W G - - (N) SIMPSON CCQ46SDS2.5 '`` ` \\\\ \\\\ \ �� \\\\ \ "\ \\\\ F Q I NOTES: 0, N np / (SHIM AS REQ'D UNDER ' 1. ATTACH (N) PLYWOOD DECK SHT'G WITH 10d �`1� COMMONS ® 4" O.C. B.N., 12" O.C. F.N. (U.N.0) 4, 16. (N) DECK BEAM) II CONTRACTOR NOTE: '\ 2. PROVIDE SHORING (BY OTHERS) PRIOR TO �' , \`t. �- REMOVING AND REPLACING EXISTING DAMAGED SHORE DECK JOISTS PRIOR DECK BEAMS. SHORING SHALL BE CAPABLE OF EXPIRATION DATE: TO REMOVING AND (N) 4x6 DF#1 POST SUPPORTING 250 PLF LIVE LOAD AND 150 PLF REPLACING DECK BEAMS. DEAD LOAD / (N) SIMPSON ABU46Z (N) DECK BEAMS POST BASE W/SIMPSON 5/8"0x41/2" STRONG BOLT (N) 2x4 FLAT BLOCKING PRINCIPAL IN CHARGE 2 (STAINLESS STEEL) SHORING T/ GROUND FLOOR (BYOTHERS, SITE DEVELOPMENT ���� SEE NOTE) (E) DECK JOISTS TO COORDINATOR .LI REMAIN PROJECT MANAGER (E) CONC SLAB/FOOTING (N) SIMPSON 'HU' HANGER. REPLACE HEADER J WITTLIN FASTENERS WITH #10x2Y2" QUALITY CONTROL SD SCREWS (SIMPSON) J WITTLIN Alk STAIR TOWER COLUMN REPAIR PROJECT NAME R1 .0 SCALE: N.T.S. R 1.9 SCALE: N.T.S. _ EXTENDED STAY AMERICA STORE NUMBER 9692 PORTLAND 3A OREGON R1.0 CONT. FLAT WOOD SHIM FOR FULL TRUSS TO TOP R BEARING. 4x6 WOOD POST. - 13009 SW 68TH PKWY (1) (2) (3) SECURE WITH 8d COMMON NAILS 8" O.C. TIGARD, OR 97223 T/ 2ND FLOOR 40 z Q 2x CONTINUOUS DF P.T. PLATE. I I ���� Imo,., SIMPSON "HD" HOLDOWN WITH cc HOLDOWN ANCHOR BOLT PER (-) 00���' v) o SCHEDULE I TOP OF CONCRETE FOOTING. `4', .fes CY ''s 1..7iir, '. ,-,f,, r,,,„ „,,,,• „ • -± w o ANCHOR BOLT PER DETAIL 3/R1.0 1a �1 I I (4) Z .;. ■I. SIMPSON HOLDOWN MINIMUM DEPTH V EN o a I I 1 I HOLDOWN A.B. OF EMBEDMENT INTO ,.` '__v :. ' NOTES: ` SHORING - I I I TYPE LENGTH STEM OR FOOTING . 1. 4x6 POST AT EACH END OF PANEL TYP. (BY OTHERS, m o U I I _ ia 2. 2x6 AT 16" O.C. SEE NOTE) 1- "-NWJ,_Lii3. SHEATHING MATERIAL: Y" STRUCT 1 PLYWOOD W/ 2" HDU5-SDS2.5 18" 12" \ 8d COMMON NAILS Ca? 4" OC. E.N., 12" O.C. F.N. 2-2x TOP PLATE MAXvZ EMG CORP. WORK ORDER NO. (U.N.0) A (5) 5. FINISHED 4. IOINT BLOCKING REQUIRED. CS�IMEPASO TRUSS 5A CLIPSix ,�, II II II 6. EPDXY HOLDOWN PER DETAIL 4/R1.0 I GROUND FLOOR I 54"0x10" 2'-8" I I I I 7. ANCHOR BOLT EPDXY A.B.'S © 6 11 O.C. (EMBED 6" MIN INTO EXIST. FIG) TYP. (N) WOOD STUD WALL WITH NOTE: PROJECT NUMBER II I I `� I I SHEATHING PER DETAIL 3/R1.0 A. HOLDOWN A.B. SHALL PROJECT 432' L\__ 8. ALL ANCHOR BOLTS AND FASTENERS SHALL BE NOTES: MINIMUM ABOVE TOP OF CONCRETE 20160413.0 Li LJ GALVANIZEDUPPER ROW OF BLOCKING 1. PROVIDE SHORING (BY OTHERS) PRIOR TO B. ALL HOEDOWN HARDWARE, ANCHOR (7) (6) 9. EPDXY SHALL BE SIMPSON SET-XP, U.N.O. ENIPA - REMOVING & REPLACING EXISTING DAMAGED WOOD BOLTS, AND FASTENERS TO BE STUD WALL. SHORING SHALL BE CAPABLE OF GALVANIZED SHEET TITLE / SUPPORTING 130 PLF LIVE LOAD & 100 PLF DEAD C. EPDXY SHALL BE SIMPSON SET-XP, STRUCTURAL if- LOAD 2. SHEAR WALL PLYWOOD SHALL BE VERTICALLY U.N.O. CONDITIONAL CONTINUOUS 3 STUD FRAMING REPAIR C-A) DETAILBLOCKING TO(UPPER NO EROW) O RBMOCKINGOOF TRUSS 4 TYP. HOEDOWN DETAIL ASSESSMENT R1 .0 SCALE: N.T.S. SCALE: N.T.S. R1 .0 SCALE: 1"=1 '-0" - BUILDING A - SHEET NUMBER R1 . O I I I