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7298 SW TECH CENTER DRIVE E B SPECIFIC ERECTION DRAWING LIST FIELD WORK SUiN'MARY / THE DRAWINGS LISTED BELOW RAVE BEEN CREATED BY COMPUTER WINO BRACING SPECIFICALLY FOR YOUR ORDER 70 ASSISI YOU IN PUTTING UP YOUR 7WOD01 FIELD WORK MAY BE REWIRED AT L.1WER ROD! BEAM KNEE AREA FOR BUILDING. THESE SPECIFIC ERFCTION DRAWINGS ARE THE SAME SIZE BRACING CLIP CONNECTION. _p AS THIS SHEET AND CAN Bw E IDEN71FIED INDIODILY FROM THE WALL SECONDARY TITLES AND DRAWING SEQUENCE NUMBERS rWO013 FIELD NOTCH AND LOCATE HOLES IN SIO(WALI GRT(S) AND FIELD TINT APPEAR N THE LOWER RIGHT HAND CORNER OF EACH 01 LOCATE HOLLIS) IN f,RT CLIP FOR PORTAL FRAME COLUMN A7 INTERMEDIATE FRAME CONNECTION. FW0033 FIELD LOCATE HOLES IN PORTAL FRAME COLUMN/PiNO POST FOR RELU OIWal9 IDU: Il[ W. GIRT T CONNECTION. AO �A I I ROOF MTI: aR/Ie/Nu SECONDARY ITRRLUUCJTURAL WLw+ro Twit I[.slon 3 D 83- 123456-DSL 02 z z W UNIT 1I COVER DRAWING NOTES TITLE i a � '//DRAWING THE YEAR OUT WHICH YOUR SEQUENCE STANDARD NOTES: ORDER WAS ENTERED I I NUMBER COLUMN ATTACH PATENT PLATE OD7B49 IU THE WEB OF AN IH7ERME04AI( FRAME THE BUTLER ORDER NUMBER COLUMN AT CYE LCVLI. OF YOUR ORDER REVISION LEVEL OF IMC DRAWEE. R 711E . 00 AP HAS NEVER BEEN 600007 PARTS SHOWN MAY FBE ET F R PO OBE i0 STANDARDIZED FABRICATION. REVISED. 00 APPEARS ACRE. REFER 10 THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. D05-067793-00 COOOID MATERIALS ----_-------ASTMDESIGFNTK- .OVER DRAWING - SHEET I ___ __....____..______-___ D0 5-067183-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET N STRUCTURAL STEEL PLATE EWN TO A-571 FY. 50KSI ([C,�RADE 'JO Y DOS-967793-DIA SPI G: REACTION DRAWING - SHEET 1 LIGHT GAGE COLD FCRMEO EOI1N 70 A-570 ry- 55KSI fCHADC 55) 095-067793-018 ANCHOR BOLI DETAIL SHEET - SHEET 3 BRACE R 3 1' ! LISS EIXNV 10 A-FOB GRADE 101 EEE666 095-067793-01 C'./5S SECTION ERECTION DRAWING - SHEET 1 BRACE P.OD• �R 3/1 EOUN 10 A-511 GRADE 50 OR GREATER KEY PLAN D95-067793-02A CROSS SECTION CRECIK- DRAWING - SHEET 1 HOT ROLLED SIAL SHAPES A-`6: A-571 !GR SBK0 R GREATER D95-067793-0IB CROSS SECTION ERECIG- DRAWING - STILET 3 ROOF ANU WALL PANELS A- A6 GRADE 45 OR GREATER ' D95-067793-01C CROSS SECTION ERECTION DRAWING - SHEET 1 BOLTS A-307 AND A-715 D95-067797-01C CROSS SECTION RACING- SHEET OETAB SHEET - SHEET 5 D95-067793-03 WIND BRACING DRAWING EIALS - SHEET 1 ---- HIGH STRENGTH BAM52LI-CA D05•067793-03A RIND BRACNG DEIAL SHEET L RAMI 1 ---______093-06770)-0% ROOF' SECONDARY SiRl1CTLRAL (ARMING PLAN - SHECI 1 NL NIGH STRINGIN BOL751{AWHNUTSANOARC OPS-06]79]-OU ROOF SECONDARY STRl1CTURAL DETAIL SHEET - SHEET 7 TO BE INSiNIED USN[ THENU MCTHOD SPECRAO WDRS-067793-05 WALL SECONDARY STRUCTURAL ELEVATG- - SHEET 1 THE RANT`: EDITION O( THE NFOI7SIRIICIWS-06]]93-OSA WALL SECONDWY STV:CTURAL CLCV.IIION _ SHEET 7 JOINTS USING ASTM A315 OR AA90 BOTS PCR SECTION 6 0D/1[A1 . 095-067793-OSB WNL SECONDARY SiRUCTURN ELEVATION DETAIL SHEET - SHEET J A-3�5 BOLTS MAY DE INSTALLED WITHOUT WASHERS MIEN TIM, ITIIED BY THE TURN-OF-7HE-HU MEI/IOD. IT IS THE RESPONSIBILITY DF THE ERECTOR TO ASSURE F.^OPER TKR/INESS. SEE INSTALLATION Of A-31ST BOLT DRAWING 0-1080166 (GROUP 51-38). SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED AR[[ CDO013 If THESE DRAWINGS ARE SEALED, THE SEN. APPLIES ONLY 70 THE SEVERAL GENERAL [RECTI- AN DRAWINGS CALLED PLOGU4" . WATER14S SUPPLIED BY BOILER MFG. CO. AND b NOT INTENDED AS SEE THE DRAWING MANIFEST FOR A COMPLEIE LIST OF THESE THE SEAL OF THE ENGINEER OF RECORD FOR TILE ENTIRE PROJECT. DRAWINGS DESIGN DRAWINGS s �ROfE�� FOR APPROVAL 1 N 8655 OREGON n Cf �1h OBER 1? . ?SFPH W. 10�� a i 8 7298 SW Tech Center 1 of 42 9UP 95-0205 SIT 95-0011 Fun. arc REVISION H0. 1 REVISION NO. 1 HOLDER: PROJECT: E PROOLIC7 a THE BUILDING ORDER DESCRIPTION: DRAWN[ TITLE: AC IMC N0: —� 64X60X24 LRF GRWe: V DATE, DB/I./95 °� AN N` °" { BUTLER N A N U f R C T U R 1 rI C • SABRE CONSTRUCTION CO CIRCLE AW 25M Roof SL + 5#CLL COVER DRAWING DwwNc NUMeCR: REV. 6tC.E9 Tm ceEam •., C 0 N P A N Y ORDER ENGINEERING PORTLAND ORE TIGARD, OR 80 MPH EXP B UBC 91 CENFRA OFFICES-KANSAS CITY, MISSOURI SYSTEM SEISMIC ZONE 3 Q 95-067793-00 OO iF THIS NOTICE APPEARS CLEARER THAN THE OST 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED SDi� IlI � I � I � i � i 111 � 1 � 1 � 1 � 1lI I I ; , ; IlI � I � IlI I ' i'! ilIII � IlIjlll I ! Ill � i � lllll I i ! f!'<l � ilT� I i I ! i ! jlilll � I I i ! I ) i � l � ilill I i ! I ! Ill � i� liil I ! I ! Ill � i�llllll i (Ili� 111(ijl �1) (jl�iTl ! , i_ IMCM MAD! pl piA1A 16 *X itnnlun u11 liitlilli nnlnll nnllm mdlni unh�u �uohin rndnn nninnmlllnull,l f E T_ � � 8rEW q� EW so,-� STANDARD NOTES:VEST. AH0007 WE TOP OF FCUNDATION A TROW.L FINISH. THE FOUNDATION MUST BE BAYS 14'-ir 21'-Or 24'-ol S - SQUARE, LEVEL. AND SMOOTH. FRAM A80009 ANCHOR 9OLTS MUST BE LOCATED BY MEANS 0- A TEMPLATE. DO NOT HAND SET ANCHOR SOLIS. A80010 ANC,'iOk HOPS, PUTS AND WAShERS MUST BE ASIA TYPE A307. ABW13 USE RONFORCING STEEL AS REQUIRED. PROVIDE FOR HORIZONTAL LOAD ON ANCHOR DOLTS. 60'-Cr M t 1 TYPICAL ABW14 CAUTION •._001**...• RIGID f RAMPS HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE S GREATER T!IAN THE VERTICAL. A FOUNDATION JESIGNED FOR A cowEN71014AL STRUCTURE WILL NOT BE SATISFACTORI'. FAKURE TO MAKE ADEQUATE PROVWN FOR THE HORIZONTAL THRUST CAN RESI'I.T IN (� - ' — - - - - • _ FOUNDATION FAILURE. IAP-0015 FOUAIDATION DESIGN AND ANCHOR BOLTS. NUTS AND WHERS ARE NOT FURNISHED BY &ILER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY I.OUI0! 3 C�D dD (::b ct C�'D UNIT 1 - ENDWALL FRAME AT SIDEWALL GRID E UNIT 1 - ENDWALL FRAME Al SIDEWALL GRID 0 UNIT 1 - FRAME AT SIDEWALL GRIDS D, C k B.5 ct 2- J 1 - J 2 H V LI V I H V Z N V V Z V 2 11 1 DL DUD LOW 0.0] 0.61 0.00 -0.67 0.00 000 0.67 0.00 -0.0 0.61 OL DUD LOAD ' ^ V H V CLL COlU7ERAL LOAD 0.03 0.17 0.00 0.60 0.000.60 O.CO -- -O.OJ 0.11 CWP CW WIND PRCSSUAC 0.00 7.3] 0.00 1.J] ttl CJD LOAD LOW 1.16 l.91 -1.16 5.91 Sl SNOW LDAD 0.17 T.OB 0.00 3.91 0.00 0.00 3.91 0.00 -0.17 T.OB EWS CW WIND SUCtgN WLL MND LOAD FIT -0,l9 -0.71 -5.33 -1.76 0900 0.00 0.56 0.00 -D.30 -p.60 0.00 -1.01 0.00 -T.01 SL SNOW LOW _ 7,J6 Ip,6q _7„Ip 19.61 YAX. POS. REACTION 0.11 T.J3 0.71 2.33 WLL WIND LOAD LEFT -738 -6,09 -1.55 19.42 WLR MNO LOW PoGrll 0.50 -0.60 0.00 0.16 D.00 1.7! -7.7E 0.00 0.69 -0.71 4A%. NEG. REACTION 0.00 -7.01 0.00 -7.01 WLR 10N0 LOW RIOM CO =CISWC LOW -O.DI __-0.01 -0,60 -0.6] 0.00 0.00 0.67 D.00 -0.0.5 0.05 1.55 -1.65 7.31 -6.09 SLL MIH SNOW LOW LETT 0.16 T.09 -0.16 3.59 0.00 0.00 0.,75 0.00 0.00 -0.01 EO SCIS41C LOAD -1.11 -0.6 -1.11 .BT SLR WN SNOW LOW RIGHT 0.00 -0.01 0.00 D.]5 D.00 0.16 5.59 0.00 -p,t6 2pp SLL MIN SHOW LOAD LCR ].69 11.97' -J.69 1.70 CWP!Cw MND PRESSURE 0.61 -0.75 0.00 -I.TI T.26 0.00 -1.T1 1.16 -D.61 -0.75 SLR 4N SNOW LOAD RIGHT 3.69 1.70 -3.69 11.92 Cwi Ew MHD SVC7gN 0.61 -0.75 D.00 -1.71 -7.00 0.00 -1.11 -2,00 -0.61 -0.75 E EW WMO PRESSURE ---:0.17 -6.37 0.17 -6.]7 MAV. PDS RUrTK)N 0.75 _ 3.17 p.00 ?69 7976 L]] 169 2,76 0.66 07 EMS CW Wp10 SIICigN -O.N -6,]7 0.17 -1.37 NA%, NEG. REAC7pN -0.66 -0.13 -1.JJ -I.DD -7.00 0.00 -1,69 -2.00 -0.75 -p.13 MAID PDS RUCTION 10.69 17.12 6.05 77.17 WU(, NEG. RCACTN)il -0.05 1 -1177 1 -10.69 1 -1921 BRACED BAY REACTION - UNIT 1 PORTAL FRAME REACTION - UNIT 1 ✓ {" F` / � 2.5 2.8 ! ! N H- I UNIT 1 - FRAME AT S;DEWALL GRID A.5 M V V r I 1.I 2.0 M V H y V y CL COLO LOW 0.03, 1-053- -0907 0.53 CLL COLUTERAI LfAi. 0.0] 0." -0,03 0.39 SIDEWALL BCIVIEEN N V SIOEWALL BETWEEN H V SL SNOW IOW 0.15 1.9' -0.15 1,93 GRID GRIDS GRID GRIDS WLL WIND LOAD LEFT -0.7'7 -1.07 -0.51 -0.06 1 0-C tl 7 / 0-C J 6 WLR MND LOAD RIONT 0.51 -0.06 0.77 -1.02 EO SCISMIC LOAD -0.10 -0.11 --7:0.10 0.11 SILL MIN SNON LOW LEFT 0.07 IJI -0.07 0917 SLR hrIN SNOW LOAD RIGHT 0.07 0.13 -0.07 1.51 E EW MND PRESSURE 0.30 -0.51 -0. -0.51 E EW MND SUCIIp11 0.30 -0.54 -- 0,30 -0.51 L_jMAX POS. REACTION 0,66 7, 0, 2.0.5 MA%. HCC. REAC7*N -0.75 -0.19 -0.66 -0.19 n e i n RCACTIONN1 NOTESI:pµppp n N IX�[ fILULOF�iwgi•1pW IL ) ro91H1 dKtlNiw a Af LIOw1Lp P }. I IIfILIRM! AK TAI{D N NC1-FR NO NN 1py1M N A N (�1➢RP(AOp[IOQIRryC1IO1NK /meq n ORPII[ GNR[L�Ipl 1ptoyllMt �triKpMl�rWglNyMlry4glnNwrll Y N M g IIIFACI M1(0 'N iK O LWO CW6aW1O6 N9 wwK 7298 SW Tech Center 3 of 47. BUP 95-0205 J/ H SIT 95-0011 REVISION NO. 1 RVASIOH NO. 7 E PROJErT: MIL: MN: PRODUCT R' THE LOCO: BUIl01NC OflIXR DESCRIPTION: DRAWING TITLE: AD FILE NO: -�/- 64X6OX24 LRF GROUP': V DATE: 06/11/95 BUTLER MANUFgC TURiNC --7ui/U�LA_:/p SABRE CONSTRUCTION CO CIRCLE AW {( SPECIFIC DRAWING Nw6ER: REV. caro e : cKaLR p COMPRNY ORDER ENGINEERING OORTLAND ORE TIGARD, OR 80NMPH Roof B UBC L91 REACTION DRAWING GENERAL OFFICES-RNISA4 CITY. NISSQpI SYSTEM SEISMIC ZONE a [, 95-067793-01A r 00 IF THIS NOTICE APPEARS CLEARER THAN THE OUT- 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED �l � lij � l � lili il � l ► l � � � I ► I � � I � i � Ii � ►I � i ► ' � ` "Jill 1111i1l � l � � I � lil � iilil � ►1 �I i� �ljlfl I iffijilJtjijl 1 f ! I ! illlill � I I i ! ill � i � ljlii l I � I � iji �ljlllll 1 ijl � l � l)i�lli ljljl) I� I�I (1 ! ' - INCH MAD[ IN fa1MM ►iili�i!Innhu!Nutl!(((I►tt►I(!►;!I!rII!nllt(!(I!UI 1!!!I!!!! II!IlIII1111!!!I!!II!I!I!!IIIII!!!!I!!I!1!!I!!!! IINlnli11111lIIIIIINIlIIIII!rnlIIIII!!11Ii1!II!!I!!1!II!I11!�l!gfll!!IUI! II!!I!!!!IiA!I!!!) !(III!!il IIIIltidl rnrl►nt utdrm nnlrntlunlnn(uniuumnhl ml u IF 1 /! I J CL Cp (4 D =4 SPECIFIC ERECTION DRAWING LIST 65 -d- -- FIELD WORK SUMMARY THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMI'UrER � SPECIFICALLY FOR YOUR ORDER TO .,SS131 YOU IN PUTTING UP YOUR WIND ESRAC 1 NG FWCODt FIELD YORK MAY BE REQUIRED AT LOWER ROOF BEAM KNEE AREA FITR BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM IFIL BRACING CLIP CJ�:NEC110N. T17LES AND DRAWING SEQUENCE NUMBERS IHAI APPEAR IN 111E LOWER RIGHT HAND CURNFR OF EACH DRAWING. - t UNIT 21 - - DRAWING 111LE- A° FILE NO. COVER DRAWING NOTES _ DALE. _ ROOFoailarea SECONDARY STRUCTID DRAWING NUMKRI 11E91S10N 1 1 FRAMING PLAN STANDARD NOTESI 0 1 1 83- 123456-051- z 3- 1 23456-051- 02 Z o C00001 ATTACH PATENT PLATE 007849 10 !HE WEB OF AN INTERMFUTAiE FRAME W I _� /DRAW COLUMN Al EYE LEVEL. UNIT 1 T I T L E C00002 PARIS SHOWN MAY BE UPGRADED DUE 10 STANDARDIZED FABRICATION. z I NG REFER 10 THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. cr THE YEAR DURING WHICH rOUh SEQUENCE 000010 MATERIALS ASTM DESiGNAr10N 1 ORDER WAS EhiCREO NUMBER M B E R STRUCTURAL STEEL PLATE EOUIV 10 A-572--- FY•-30KS1 (GRADE 5O) I LR I I THE BUTLER ORDER NUMBER LIGHT GAGE/COLO FORMED EOUIV TO A-570 FY- 55K;1 (GRAOF. 55) 01 YOUR ORDER REVISION LEVEL OF I>1E DRAWING. BRACE RODS 3/4' i LESS EOUIV TO A-100 GRADE 1018 - — IF THE DRAWING HAS NEVER BEEN BRACE RODS OVER 3/4- EQU1V TO A-572 GRADE SO OR GREATER REVISED, 00 APPEARS <<VER HOT ROLLED MILL SHAPES A-36, A-571 FY- 36KS1t cY-SOKSI ROOF AND WALL PANELS A-445 GRADE 45 OR GREATER U94-058958-00 COVER DRAWING - SHEET 1 BOLTS A-307 AND A-325 D94-059958-01 SPECIFIC ANCHOR SOLT DRAWING - SHEET i CDOQ11 HIGH SIRENC)H BOLTINGI O D94-058958-OIA SPECIFIC ANCHOR BOLT DRAWING - SHEET 2 ----------- -• -------•-- D94-058958-018 SPECIFIC REACTION DRAWING - SHEET 3 ALL HIGH STRENGTH BOLTS ARE A-325-T WITH HEAVY HEX NUTS AND ARE KEY PLAN D94-058958-01C SPECIFIC REACTION DRAWING - SHEET 4 TO BE INSTALLiO USiNG THE 'TURN-OF-THE-NUT' METHOD SPECIFIED IN 094-038958-010 ANCHOR BOLT DETAIL SHEET - SHEET 5 THE NINTH EDITICN OF THE RISC 'SPECIFICATION FOR STRUCTURAL 094-058958-02 CROSS SECTION ERECTION DRAWING - SHEEI I JOINTS USING ASTM A325 OR A490 BOLTS' PER SECTION B 0 (I) . 094-058956-0;A CROSS SECTION ERECTION DRAWING - SHEET 2 A-325 BOLLS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY 094-058958-028 CROSS SECTION ERECTION DRAWING DETAIL SHEEI - SHEET 3 THE 'IURW-OF-iHE-NUT' ME;H00. li IS THE RESPONSIBILITY OF THE D94-958958-03 WIND BRACING DRAWING - SHEET 1 ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-3251 094-058958-03A WIND BRACING DETAIL SHEET - SHEET 2 BOLT DRAWING 0-1080268 (GROUP 52-38) . 094-050958-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET I 094-058958-04A ROOF SECONDARY STRUCTURAL FRAMING PI.AM - SHEEi 2 CDO013 IF THESE DRAWINGS ARE SEALED. '(HE SEAL APPLIES ONLY TO THE 094-OSM958-048 ROOF SECOhOARY STRUC%JRAL DETAIL SHEET - SHEEI 3 MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INiFNDED AS D24-054959- o5 WALL SECONDARY STRUCTURAL ELEVATION - SHEET 1 THE SEAL OF THE ENGINEER OF RECORD FOR THF ENTIRE PPOJL'CT. 094-038958-OSA WALL SECONDARY STRUCTURAL ELEVATION - SHEEi 2 094-058958-058 WALL SECONDARY STRUCTURAL ELEVATION - SHEET 3 094-058958-05C WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEEI 4 094-058958-06 WALL PANEL DRAWING - SHEET 1 D94-056958-OGA WALL PANEL DRAWING - SHEET 2 D94-058958-07 ROOF PANEL DRAWING - SHEET 1 SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE SEVERAL GENERAL ERECTION CRAWINCS CALLED 'PLANOCRAPHS'. t , SEE THE DRAWING MANIFEST FOR A COMPLETE LIS] OF THESE DRAWINGS. Y ' r v fp Tom 17v 1XI� l 656 Irol OREGON 1h ✓ >0`Q�R 11. 1 OS`pN W 7298 SW Tech Center 4 of 42 BLIP 95-0205 SIT 95-0011 REVISION N0. 1 REVISION NU. 2 °Al[• x1141 PRODUCT OF THE BUiLDER� PROJECTS BUILi?!NG ORDER OESCRIPTIONs D'IAWING TITLE, �. AG FILE N0i DRAWN 91� — 61 X65X23 LRDS CROUP, 4 DATE, 08/12/94 EGENIERAL r I. E R MANUFACTURING -� � SABRE CONSTRUCTION CO CIRCLE A/W PRODUCTS 250 ROOF SL + 50CLL COVER DRAW] NG ORAWIN6 NUMBER C"ICott D •1. COMPANY ORDER ENUINEERING PORTLAND, OR T I GARD. OR 80 MP;i EXT' B UBC 91 REV. Olt°N[D •r. OFFICES-KANSAS CiTY, MISSOURI SYSTEM SEISMIC ZONE 3 p9 4 — 058958 00 00 IF THIS NOTICE APPEARS CLEARER THAN THE OUT' 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED f � lli � l � l � l � l 1111111 111111 � 1111111111 � 1` 111l 1 i 1 r;. , i 1 Ieil 111 111 111f1111111111 . 11 � 1111 , = 1i1 i ml 111 � 1 I � I � fllflifffiliiifi111i1111 � 11i1 �r1t1 nrA 1 IdI�IIIIIiIli1111111111�ii11111i1'111111i1i1111'i9�11(�II!illNltlli! IIII�!!II i!!!{!iiil!ill Iii! 111.11 . .1�11111ilfl�lpll.!!!llllii !!!!,!!lIlii!I�iIiIIilII�!lllilill�lllllllll�iilldl�il�ll��l!'l�Ii!11 Til iii � r, L I r SCLMIL =WDA MY W%ftL MU.N BAS[ UL .WMVIMtV 1(/ YN I I[ mw M[L NMMIN)MIA1t MIAL IB3/W — _ 1 I it —V-B l ray I �� I !� �B I Tri 1 I 11 twwL a — _* -- -- A I% n�atMiwY I I I I I i I r•ROMnG'� _ AAMCM0IBI BOBS 1r �: = = = = _ = = i b b '-' ti Ik = = = = = = = = il i I 4 V q 1 rRORn[ot II Y' I III LJ ' L — — J (1 L ll -- -1- ]IT I I b o ffY a/f DM -I- �". rSAST 1 p�fMf �C�[0 LY - - - - # tNW[ ( FMME ' r I I—=B OCTNL A115 Pq[TK FRAME COLUMN - HEAVY (LETT) DETAIL A31E PORTK TRAY[ C:OLUYN - MUW kl(M 5CC1XN1 Mll SECTION AT EDGE OF FOUNDATION ( w-Nmo,to BAu DCT; A!O]�SCKWKL CQVYN OETNI ASN CORNER COLUMN Ir MNI Ip --11��� [NBRNL a fN(IP BOLTS Ir PROXCIE0 T 1/Y W4 INA, B Fill � r t/f or. >r Ir- —i ' RBpI[Cr[0 Y '�� BOAT q I r— — — >; b II Il It*[ COLUMN etexD.25 i ! _ b b 1 EW N[1 I FRAME VEST. r t NBrR CLI. F DET; AMS CORNER COLUMN DETAIL A548 ENOWALL POST DETAIL AX-1 VEST. TUBE COLUMN m n i i i n 7298 SW Tech Center 5 of 42 BUD 95-0205 SIT 95-0011 y REVISION fq, 1 kM510N NO. 7 CCS. j� RVgOER: PFiOJ[CT; BULDING ORDER 06CRIPTM DRAWING TITLE: D �{/ PRODl1C1 OF THE AO FRC NO: E wIc p .... CRO_': V GATE; 00 oMNBII m. IT: BUTLER MANUFACTURING - • c I 64X60X24 LRF /11/90 SABF;_ CONSTRUCTION CO C RCLE AW 25N Root SL + SkCLL ANCHOR BOLT DRAWw REV. [NLnLn n: m m COMPANY ORDER ENGINEERING PORTLAND ORE TIGARD, OR 80 MPH EXP B UBC 91 DETAIL SHEET GENERAL OFFI.'EB-NI1HSiA9 CITY. N19stABl1 SYSTEM SEISMIC ZONE D 95-067793--01 B 00 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED �1ill � l ! ! 1 ► li Ililil ! � IlIII i IIIiilI � IlIlI I I ! I ! ! ! I � ! Itl ! ! I IIIlllillllll ! Plfl?;1 � Ihli illllli ; l � lllli fllli �l� ilill ! i� ill1l � lli � i i ( lilllilljl � ijl i lllll � lllli (i Ilili� l1 (� (] ! INCH MA9C 0 CNMM lilhnlinnhnlllnlblilinilhus!uiilnlUunhuisnnhlii nnilnl Till lllllllllilllm IIIllilii i!Illlllllil! 164(f If _ PART SCHEDULE ( )�— PMT NAMEPART NUMBER PART LENGTH WORK A 35 EW CORNER POST VAS925 22'-0 7 1 t._1. ? SPACES AT 37 EW ROOF BEAM V68930 32'-0 7 3 5.-"'----- y—� 36 4 SI>ACF At 38 tw ��TERA1 POST _ . /� 3?' 4 SPACE 4T 2 SPACC 1 1' L 1 1 3'-6 1 3 1'-1. I 'URLIN 5'-0- LOCATIONS PURLIN LOCATIONS _ _ BOLTED CONNECTION SCHEDULE BRACES O 2 O FLVQE 0 OUANTITY BOLT w.x DESCRPTION NUT NO. DETAIL 1? O OWES A 08 097261 5/8X1-1/2 HS BOLT A3 095233 1/2 �- (37 37] -1?-- 11/2 B 04 097282 5/8X2-1/4 ' 1L7 A325T 095233 --- �� FLANGE BRACE SCHEDULE Q PART NO. PMT NO. 'Y DETAIL FIELD O FRONT/LEFT REM OMM./RICHT WORK . 1 005660 006-560 1'-4 1/?' C007 2 006660 001660 1'-4 1/1' 0001 b 1 r STANDARD NUTES: a IF0001 ALL HIGH STRENGM DOLTS ARE A-325-T WITH HEAVY HEX NUTS AND ARE �Q 10 BE INSTALLED USING THE TUgN-OF-THE-NUT' M,�THOD SPECIFIED N THE NINTH EDITION OF THE RISC SPECIFK/1TION FOR STtZUC1 JOINTS USING ASTM A325 OR A490 BOLTS' PER SECTION 8 tDJk(�1L). A-3k5 BOLTS MAY BE INVALLED WITHOUT WASHERS WHEN 11GHTi.NED BY THE TURN-OF-THE-NUT' METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTAL'A110N OF A-325T 361 343 t 34 BOLT DRAWING D-1060266 (GROUP 52-35). FLOOR LINE jF wQ1 1 -!�' 22,-Ir EW POST 20'-0' 22'-d' 32'-0' RIDGE SW 64'-Cr SW i `b Cb 3 4 UNIT 1 FRONT EW ELEVATION AT GRID E g N r a r 7298 S'W Tech Center 6 of 42 BLIP 9EI-0205 SIT 95-0011 •; REVISION N0. 1 RREIISION NO. 7 BUILDrQ: E w,c PRODUCT OF THE PROJECT: BUILDING ORDER DESCRIPTIO.I: HAWING TITLE: /YC FILE N0:64X6OX24 LRF GROUP: V DATE: 06/14/95 BUTLER MANUFAC ' UR1NG e SABRE CONSTRUCTION CO Ci�2CLE AW 25 R fCOMPANY N oo SL + 5#CLL CROSS SECTION DRAWING NUMBER: REV, CMECkED In: ORDER ENGINEERING NEER I NG PORTLAND ORE TIGARD, OR 8Q MPH EXP 8 UBC 9 i ERECTION DRAWIIVG CENERAt OFFICES-KAN5115 CITY, MISSOURI SYSTEM SEISMIC ZONE 3 [a 95-067793-02 00 .. . IF THIS NOTICEAPPEARS CLEARER THAN THE 0(;T ..T 7 199P DOCUMENT, TIIE DOCUMENT IS OF MARGINAL QUALITY, MICROFILMED i { I { I { Illllill ii11IIlI � tll ! 1 1 + M+� w0CH � J , Ali � � { ll I { I ( I111IT11lillllill � ll � ill . �► l I�! Iiiillllilllillllll�lililllillili;iilll{Ii�illiillll!!liill�fll! IIli�!!!I i!!!i!i!!{!!fllJlllillli! ! � ! ! {! iI ! ! 1 if . i !!i I J !! .!!J.lIiIJ 1!(��JJ!!il!lllJ!lJIJiJlI!!J!lJifJIJJIJINt11JJ�JIJJ!! t!!1f!!!!jlli! IIlJIJfJ�IlIJflJJJJ iffflflii fffl ff1 +IiJllt:c�flffi�fft fifflf��flNl!!!!! !! �, t !!I Jli1l�I�i � f PART SCHEDULE I 1 PMT NAVE PART NUMBER 'PART LENGTH WUgN 1 39 EUTERKMT GfiiDliN Ve6910 ]1•-S 71 3 1 -7• 3•-{A jC JY 1 SPACE$ A7 10 ROOF BEAM V889/5 5'-0 1/16• /� 7 SPACE AT I !'-1I I JY J'-I1 1 3Y 5'OA 1E1f 3'-6 1 3T v-1• i LOCATIONS PUHLIN LOCATIONS BOLTED CONNECTION SCHEDULE BRACES Q 1 Q QUANTITY HOLT N0. DESCRIPTION NUT N0. DETAIL rwwE C 10 097281 3/1x7-1/7 BOLT A323T 095733 1/2 r BRACES 12 D 12 097281 3/1%2--1/? BOLT A375T 095733 rc 01 1112 — FLANGE BRACE SCHEDULE _ QPART/40, PµT NO. Or, •Y DEVIL fl�[lD� O fROHTLCR RE /RIGHT I RpRR . 3 006679 005679 7'•1 1/Y COOT 1 005681 OFM 2'-1 1/Y COO 5 000773 005775 J'-/ 1/Y CDo 6 003886 W5666 7'-1 I/Y C001 7 00360.] 00568] a'-1 1/Y c002 ^ h n b n 1 ^ I c I h ^ n R FLOOR LING (M) [M W W ayN �(b 1'-� 1'-Fr m 32'-7 RIDGE SIR J2'-0• — 61'-p Sw 1 UNIT 1 FRAME ELEVATION AT GRIDS D AND C 4 8 >7 S ^ S 7298 SW Tech Center 7 Of 42 BLIP 95-0205 SIT 95-0011 REVISION NO. 1 REVISION NO. 7 q1G BUILDER: PROJECT:art: PRODUCT OF THE BUILDING ORDER DESCRIP71ON: DRAWING TRIS: AT, fllC N0: r wlr gym' BUTLER MRNUFRCTLIRINO � N 64X6OX24 LRF GROUP: v DATE: 604/95 SABRE CONSTRUCTION CO CIRCLE AW 25 Roof SL + 5(JCLL CROSS SECTION DRAW9A NwBER: LEV, nEal9 m: ctal9 9n COMPANY ORDER ENGINEERING PORTLAND ORF. TIGARD. OR 00MPHEXP 8 UBC 91 ERECTION DRAWING GENERAL OFFICES-NNlgllg CITY, NIRSp,RI SYSTEM SEISMIC ZONE 3 D 95-067793-02A 00 IF THIS NOTICE APPEARS CLEARER 'PHAN THE OUT' 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUAL?TY. MICROFILMED SD INCH ► iii ! i ! i ! i � i ! ! ' ! I ! I ! Jill I ! i ! I ! ! I ! Ii ! ! i ! lil ! ! �t� ! � i �� � ! ! ! i ! i ! ; ! � ii ! t! �i ! � I � fJl� ii ! ! ti ! i ! � ! � �i ! i ! ! i ! � ! i !Jtni ! � � li ! � II !1��11 ! ►1i1 �1 �) ►T�1� . MADE IM CHWA III lliI►II,IIIII!►!(II►ilull!iIllhlll!Inlluil!ulllnli nnlnu nlIll!II nnl!lu!IIIAIIIIIIIIIillllllplillll!III!i{III I{II�iIIllilllliili I!IIIIIIIIIIIIIIIIIIIIIIII!i!!!Iil�tiiltlllllllN InIiN!I IIIIiNH 1!II�II!i IHliilil tl!II!tif IIIIINII !IIII!Iil17 lll!I�IIIIIIIIIIIII!IliiiEli�hl{ r PART SCHEDULE ( ) PART NAME PART NUMBER DART LENGTH WORK A 39 EXTERIOR COLUMN V58940 21'-5 2113;r 1•_1. 2 SPACES AT 40 M ROOF BEAM V88945 JrLO 7 J gid 1 32� 4 SPACE AT ---- S_0 1 18' 4 SPACE /fir 2 SPACE T 0 i 16 3'-8 ' J ?'-1' URLIN J'-1, , 37' 5'- LOCATIONS PURLIN LOCATIONNSS BOLTED CONNECTION SCHEDULE ��----�� FLA143E S V „Q 8 O QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL t�-6 12 BRACES - 1�-e' Q (3� FLANGE C tf1 097284 3/4x2-1/2 BOLT A325T 09`1235 1/21 �/ BRACES t2 D 1? 097284 J/4X2-1/2 BOLT 1/2 AJ25T 0952J5 I `r� •r �' r r 403 �� 1/2 FT— O _ FLANGE. BRACE SCHEDULE _ QPART N0. PART DIM. 'Y DETAIL FIELD FRONT/IFFY REAR/RIGHTN0. WOP.K A 3 005679 005679 2'-4 1/2' x002 4 005664 005684 2'-4 1/2- Cool 5 005725 005725 3'-4 1/7' Coos 6 005668 005886 2'-4 1/2' 7 006663 006663 2'-4 1/7' CO02 n ^ b b n N I N tv b N FLOOR UNE W � C 39 -� sw 32'-(f RIDGE 32'-Dr ^SW UNIT 1 FRAME ELEVATION AT GRIDS 13.5 4 0 n n a . a r I 7298 SW Tech Center 8 of 42 BLIP 95-0205 SII' 95-0011 REVISION NO. tRREIISION NO. 2 atE: PRODUCT OF THE BUILDER: PROJECT: Bl4L01NC ORDER DESCRIP110N: DRAWING TITLE: ---� AG FILE NO: 64X6OX24 LRF CROUP: v DATE: 08/14/95 BUTLER M A N U F A C T U R ) N G --� • SAB, T CONSTRUCTION CO CIRCLE AW 25# Roof SL + 5#CLL %;ROSS SE:TION DRAWING NUMBER: CK"ED ft COMPANY ORDER ENGINEERING POPTLAND ORE TIGARD, OR BO MRH EXP 8 UBC 91 ERECTION ORA NTNG REV. GENERAL OFFICES-KANSAS CITY. MISSOLRI SYSTEM • - SEISMIC ZONE 3 ID 95-067793--02B 00 1F THIS NOTICE APPEARS CLEARER THAN THE OUT' 7 199P DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED Ijlll � l � lll � l II1 � 11l � Ili � ! ! IljlJi i � l � ! I ' ! ! i I ! ! I i ! I ' I i � i ! r. j . ,. � � M � � � � � � � I ! � ( � lii � fi� � lIIiIIIIIliillifl111111111 mw � C, , s I I ! I�IIIlI1IIII�Ii�I�;I,��IIIIIlIII�III1=ll�tti�i�� �l�e���tt�����1���� tt�tl�ti� lffcl�:,tii��! I t�llrr� ' I l�I I� . .11li1l11i1ll��,.�l11�Iliil11tl�tlilllitl�lltlll�lt��1111�111IIIJIlt�ll!!lIII!lfl� tlt�ltl Iltt! III � � t tfi t ! kof �rrrin ri rrrrfi�rir �urfitrrt trttl:I��I:� - .I PART SCHEDULE PART NAME PMT N BER PARI LENGIR FIELD ♦ AI CW INIERY POST VD6950 2PWORK_ 50 TUBE COLUMN ypp, I I Tii 3I CW INIERY POST v66206 1 I I I I , BOLTED CONNECTION SCHEDULE I I O OIIANTm I BOLT N0. DESCRIPTIGN NUT 40. DETAIL ! E A 0972eA s/1%x-i/7 BOLT A]3�T 096235 FLANGE BRACE SCHEDULEEE���� • ", D•, I PMT No. DI1. 'Y DETAL FWORA � e ' � 9 ' m 22'-Cr EW POST 32'-Nr r_ MWE SW T 32'-6 ��J �) 64'-D• Sw 1 1 UNIT 1 REAR EW ELEVATION AT GRID 8 _1. s_a ES "C132'Ar 2 SPICE AT �1. 1. '.-6 13 IIF � 3._6 1/37PuRu 1'_6 15/16 LOCA 12 LOd FIANCE B O 'O 10 ry Q rLANCE 1/2 BRACES �j-�ArJ BRACES ( !1 , o I P 501 D Y n b 1'-7 1 _r P-e l RIDGE o'-� G) 3 19.1_�• 7298 SW Tech Center 9 of 42 BUP 95-0205 2.5 2.8 SIT 95-0011 UNIT 1 FRAME ELEVATION AT GRID A.5 •S RCM=' REMS*NE PROOLA;T OF THE BOLDER: PROJECT: BIALDINO ORDER DEJLRF DRAWING TITLE: AC FILE NO: 64X60% CROUP: vDATE: 00/tA/95 BUTLER MANUFACTURING a SABRE CONSTRUCTION CO CIRCLE AW 25�f Roof SLCROSS SECTION DPAwrNO NwBER:u[ COMPANY ORDER ENGINEERING PORTLAND ORE TIGARD, OR 80 MPH EXP REV'GEWRAL OFFICES-ItANSAS CITY. MISS"I SYSTEM ERECTION DRAWINGSEISMIC Zp 95-067793-02C 00 IF THIS NOTICE APPEARS CLEARER THAN THE OUT- 7 199P DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED SD �jil ± � ± l � l ± l ± ili ! � IiIJIJi � J ! J ! JlJ � ± lJl ± J J'IJIJIJ � JlJIJI ± ± IJIJI ± i mi J ±-lrlrpliIIII J ! ± ! ± lr� ± l ± l ± ± ± i ± l � lJ � Jl ± i ± i i ! ± ! Jl ± � Il ± l ± ► iJlri ± � ± lJl ± it J � lJi ± � ii� (�Ti Il ► 1 ±11� lT�1 ! ' INCA MAD! RI cmfm iiiluiihniliiiilmi!liiihnilui,Iimluii►uiiI Iihm anion 1,111ra tttd»►w»l�ut aui6ttt iudnuJl�nhu�Jnnh,nlnnlnnJuulnnilli�wmmnbin nnht�� fill 111111:711nhni uul+m �ulhm►nnlmm�uhm�uuln�ul, f x TOP / OUTSIDE 1j II -.� Iwc[ wvcL (IANGC __ s � T-711EIFLICSS I__�� ______.- ._I____� ___ - ------- ------ ----- _ M____ , I�� I BOTTOM / INSIDEN FFF^^^ fLANO[ H — SECTION DESIGN INFORMATION PARI DCSLNIP710N 1 rw¢NEwt[ ' )aro w� fIXWNL WIIXM I 514[ISXM ♦ 9RW7ll L;aLAw — F1N6L wl L ROOF 70P FLANGE - e' X .500' us( (2) I/f X I I/4' IB(AN — O!t O) I/r X ILP m O) 1/f a 1 Ile LIS[ L) 1/r X 1 1/r YR945 BOTTOM FLANGE - X .500 HEX. !0.L (W'J015) NLI KIT. l,ILl (WIOM) AMl KL dal (Wl061) NO MEX. MT Imlml) MIO 314-2I/r KL INT (MUNI) _ I/r KX. NA (W]!J)) I/r KL MIT (W.`A3)) _ IJP HEX MII (wwa) WEB THICKNESS - .750' - LOW CW TO 14'-11 5/C FROM LOW END DETAL CODI SINGLE FLANGE ORALE CONNECTION SINGLE (LANG[ BRACE CONNECUON SINGLE (lAIiGE BRALC GO/MECTgN SINGLf FLANGE BRACE CONNECTION DETNL C002 DCiNI. CO07 .1� - 14'-11 S/Ff FROM LOW END TO MGM ENO r un ran r4[ N MIN ClI1XCT4 uS[ 4Oa0 Ka[ AT PIWIM mwEavr usL r4g1 KXf N Sa1IWlLL 91RI COILLlXl1 0.-lAE 0001 Ny Way Ka[ N lIOtWN4 WI mlMCllal PART DEPTH - VARIES 20• TO 24• EW TOP FLANGE - S X .250' R PCS. �- W IIOV Ia1r I09I SIAM t4fA52 O) WI a I I/f 5T (- I/P X 1 1/f V55975 BOT70N FLANGE - 6 % .250 A3)!I ) 'Ir IILIh A!)!L n 2) I/rn1 \`/\ 254-4 IKLI (W7)/l) No !0.1 (an 1) AIT WEB THICKNESS - .)00' PART DEPTH - 1Y —� j l l/ IMT,(NNW) E'LI (a�KL [y TOPBOT MANGE - S X .telt Y"OF B0� BOT70N FLANGE - 5' X .109 tea, (N��) 354-2 WEB THICKNESS • .100' .1 PMT DEPTH - I1 7/C RP EW TOP FLANGE - S• X .IBS• (lual) VB59lHTERM PST BOTTOM FLANGE - T X .IBC _ tA �Q(SINN)273-1 WEB THKXNESS - .100' p PpII I I. i f J!PMT DEPTH - 7 7/CEXTERIOR TOP FLANGE - C X .31Y COLUMN BOTTOM FLANGE - C X .5011 JV56940 O![ (4) !/f X I I/f N)!1 n-NWLMIIN 10.1 A)7! NFlIMMC1N I�OLI 257-5 WEB THICKNESS - .14'1 - LOW END TO 15'-C FROM LOW END / "IN Nn !/f INF Sq !/r X I I w (I) 5/f X I I r ANl1 (ANN M MIO W f15'-Cf FROM LOW END TO RICH [ND n..snWxGPI MT (mini) No Ilwr INX. ml Haus)) PMT DEPTH - VARIES tY 10 3Y Mf ~ RRL ml (mum) NIAw NIX. " (m2w) INUWALL 1'027 TOP CONN[CLIJN DETAIL [143 7 INDWALL I'O51 ROI' CONK GIKIN (1111) -- L[l E144 ENIIWN.L PO51 101' CONNECTION (RpHi) TERM POST IOP FIANCE - 5' z_1� DEIAI E1J7 I :w SLOPE MMC/ - LXMI LaD -_L_ taPNu tW NNA1 - f Pmt - Lar QOK IMK( IIPNrt U rMME - f roSI - LOW K kma VW950 BOTTOM FLANGE . 57 X .IBC - 255-0 WEB THICKNESS - ,100 FART DEPTH - 7 7/C ROOF TOP FLANGE - 5' X .IW BEJ.M BOTTOM FLANGE - S X .IBC V557W WEB THICKNESS - .12E ROOF PART DEPTH - VARIES 17 TO 16.01- 1 w10IH� RAaus WALL THCKNESS g TUBE — SECTION DESIGN INFORMATION PART DEPTN WIDTH '.PALL TNCKNCSS RADIUS i - Ve5755 e ' 51' 1/4- 2.33 ' S 0 n n P _a _IpA O 7298 SW Tech CentE r 10 of 42 BLIP 95-0205 SII 95-0011 2 REVISION NO. 1 gCVSpN NO. 2 PRODUCT OF 71£ flUIIOCR: PROJECT: BIALDINI: ORDER DESCRIPTION: DRAWING TI1LL• _ AC IRC NO: EIMI[: /. rvLlraL r�r� pllE. ``mK`9� _�� �� ) 64X6OX24 LRF CROSS TION GROUP: v DA7E: 05/14/95 oA.Wx p1Yi"" �' BOILER` M A N U F A r T u R I N G �"t"'�L-t-"�s SABRE CONSTRUCTION CO CIRCLE AW 25# Roof SL -1 5#CLL ERECTION DRAWING DRAWING NUMBER: REV, 5 oKOYI nP aRatl Im COMPANY ORDER ENGINEERING PORTLAND ORE TIGARD. OR 80 MPH EXP B UBC 91 DETAIL SHEET GENERAL OFFICES-XAMAS CITI, MI SSLTIgI SYSTEM SEiSMI ZONE 3 p 95-067793-02D 00 IF THIS NOTICE APPEARS CLEARER THAN THE 007 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICRORL,MED i� ll�, I � III � III IIIIIII � IIIJII IIIIIII � I � III I ` IIIIIIIIIIIII ; I Illllli � lllll I tltlril � ijl �l I i � illl � lll � l 1 flilitl � ! II � I f Ill ; l � l � l� ljl i Illlili'ltili � i 1 1 � ill� ijijijr i� fll� !� 1� �j11 M 1"m ADS M 04FI1A inl;u{ilinliill;nilnilll{nhn;flnlil{III I Innm II { nil{ t{ r� f ll I I III In fin lI{Illl;llll;llllllnflllllllllll Ilillilli IAItIIniIIIIIInIIItAtIIIIIII;IIIIIIiIUItn1111111�11n1{Fil)))l Illlllni {Illfnll nnhl{{ nnhlll Inlhnl unlet; ;n{hnlinnlnr!unlmm�nlnpin� IP r f '�F, 71• i >> N6 _ /' BRACE ROD SCHEDULE q�j L'�1\ / Q PART NUMBER DESCRIPTION THREAD TURNBUCKLE I/'`�� \� / 1 511018 -350 S/B' BRACE ROD RH-RH NONE , 21'-6' \\\ /// 2 511017 -168 1/2 ' BRACE ROD RH-RH NONE @ool \ / Soot Fq 511018 -3/0 5/8` BRACE R00 Rh RH NONE \ / 511016 -360 1/16 BRACE ROD RM-RH NONE 5001 1 1 r \ b soot G C14 I 8001 Jo 1 � � dD dD `\\\` UNIT i S l DE WAL L BRACING tV / \ AT GRID 1 tol \/ 8104 8001 r \ c I $Doi \\\ �,' @ool I 4.1 \\ I_ 20'-0' dD CiD :)NIT I ENDWAL L BRACING I I AT GRID E UNIT 1 ROOF BRACING 7298 SW Tech Center 11 of 42 BUP 95-0205 SIT 95-00'11 REVISION N0. 1RCMCKID ISION NO. 2 BUILOf.R� PRQJECT� DAT PAI 110101111 PrElOUCT OF THE BUiL01NC ORDER DESCRIPT IONo DRAWING T I TLE' AC FILE N09 64X6OX24 LRF CROUP$ Y DALE, 06/11/95 aRAYII tT� BUTLER MANUFACTURING -�-' • SABRE CONSTRUCT i ON CO CIRCLE AW 250 ROOF SL * 50CLL WIND BRACING COMPANY DRAWING NuneER$ REV. CKCRED BTS OROLR ENGINEERING PORTLAND ORE T I GARD. OR BO MPH EXP B UBC 91 DRAWING GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM _ SEISMIC ZONE 3 D9,9- 067793 - 03 00 IT THIS NOTICE APPEARS CLEARER THAN TIDE U u 1199P DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED - 1011 �IWA MAIIMMCHMIAI � l1l1 Cm �II�Iill�iilflil�lllill�illllll.i_�R,�.11,lll��ll�ll liili!!i!liill II II!!�!�!I! ! lii� � , � ii ! ! ,il�lllilll!!�l.iillit!l�II!lliiii ii.11lii�jiiiillil!!fill{1llilli_Il�lill�llitslillllllllllil11�11�ti!Iili!!I!t!s �ttil!litliillliili liiil!!1i I�iliEiji iiZllitil Iiii�liil !II'�II�i�!lI�Il:lil!!illt!!!IIliil:li�ittt . ROD YASHE RS RDD CLEVIS NUI ROU BACK PL AIf RE`CR 10 Sv[CI"IC DIA. A B C DIA. ASSY. DIA JNUIYAS MER Nellll ENDYML (513374) XDIC BUIEOI NO BRACING 7/16• 09!013 09513] 095165 070871 S/8' O9SNr SBOO" DRAWING "OR BRACEY/)p• 0911]] BEAM USE 141 3;1' N 1 112' ROOF ROD AE OUI REM XE S1/2' 095037 09313] 095163 Ot0821 ]/4' 093216 1/2• 0951]J A32ST HI-SIRENGIN BOLI 6EAM� USE (4) !/8' C d 1/4' A3251 5/B' 0957!1 095tH 095165 020621 7/Y 0952/9 1091781) AND 5A' NY(. HI-SIALNOIM BOLT (091785) AND Sq• 093298 HES. NUT 10117273) ` \ F/8' WAVE HEX. BUT (09523"1 7/4• 0937]3 09!)61 095949 020877 1' 095280 095237 095261 09]148 020822 1 118' 095781 COI TEN PIM 1 1/4' 095762 • /� FDR CLEVIS BRACE R ✓� o SEE NOCTAL ei-'I' Cl11NI Q \ 6 BOOL CLEVIS E"B OLI CLIP e\ • R` IITP.) A WASHER 1543]64) L' \ _ J CONNECTING STEEL �1 8 WASHER 1 '}\ INILRIE pI Aif .� + `ROOT' RUO WSERF NOVML / 1 OEM 5101 BRACE R00 10952901EYE BOLI POST 1 BEAN C WASHER CONNECTION IBEVEI WASHER) CONNEC71NO STEEL SEE OE'All CIN�TJ IS 7378) / C1FY16 TIN 5/8' HEAVY HEX. LL1 INS USE (2) 3/1' R 2 1/2' A3251 BRACE ROD NUI 10937331 ROS HI-SIRENOIN BOLI 10977841 AND 3/4' HEAVY HE K. NUI (093233) 1 WITH 171 WASHER 10951631 10 eACN-UP SLOB IN CLIP 151]7761 DETAIL 8007 TYPICAL BEVEL MASHER CONNECTION DETAIL 8002 TYPICAL CLEY19 CONNECTION DETAIL 8003 _TYPICAL EYEBOLT CONNECTION DETAIL 8101 UPPER EMBOLY CONNECTION C110N PORIAL F6AME TOP CONNECTION T F M OETAII 8121 LAVE LOCATION NOTE-REFER LD ID SPECIFIC BACK-UP PLATE -- _ BUILDING BRACING 13433741 DRAWING F00 IANAC[ R00 RE WIREItI'NIB. ROOF USE III r/1' N 2 1/4' A3251 BEAM MI-STRENGTH BOLT 10972851 AND IIB' HEAVY TER. NUI (0952]71 \/� i FDA CLEVIS CONNECTION TCL SEE DETAIL /e t 8002 IIITI.I FUNNY R PORTAL BEM CLIP 15433/11 USE 121 3A' N 7 1/2• A321T NI-STRENGTH eau (09/2841 AND 3/4• MAV/ HER. NUI 10952351 YIIM (2) WASHER 10931651 10 BACK-UP SLOTS IN CLIP (543377) DETAIL 8122 PORTAL FRAME TOP CONNECTION LAV[ LOCATION k 7258 SW Tech Center 12 of 42 BLIP 95-0205 SIT 95-0011 REVISION NO. I REVISION NO. 7 BUILDER- PROJECT. =8Oj IPTION. DRAWING 711LE• AC FILE N0. )Art' DAH, -� PRODUCT OF 71E LRF CROUP, Y DAIEI 06/14/95 O4..N 41. °""114 Et' BUTLER M A N U F A C T U R I N G • SABRE CONSTRUCTION CO C I RCLE AN • SBCLL WIND BRACING DRAWING NINlFNI Afr. COMPANY ORDER ENGINEERING PORTLAND ORE TIGARD. OR UBC 91 DETAIL SHEET FSNEgRI OFFICES-NRNSAS CITY. N155U1IR1 SYSTEM NE 3 D95- 067793- 034 00 IF THIS NOTICE APPEARS CLEARER THAN THE OUT 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED llili � l ; lliil Ill � i ; l � ljlll I Ijljlil � ijljl I rjljljl � ! iijljl Ijljljljljljl I rjrj>iljliljl �jijtjl ljijiji l Ijljijljijijl INjljijljljlil l i11jtj111piljl i llip lipp iliillillmil IMM MAD I BI CHM ililiinliinhiuhuibiulii�ilimlunlnttittt,hug nnhm nnitni toil+tnmidnn tndnnb�iidtni SDIntlnnhntlnnhuihuiluujnnhndumi�itilnttnnhm nnitnt tttdnn nnhtt: nnitttt nnjtnt ntdntt tuthm radon tmhminnh�utm IF l E C:D�) Y — Ew 6a-o' EW PART SCHEDULE BAYS 11'-f [ 21'-C _ PMI NAPE PARI NUMBER PMI IFNCiM fK,/,1�0 . _ PLWLIN 530611 709-/ 17'-5 t 12 PUItLIN 530612 267-1 73'-11 1 +3 PURLIN 530617 II EAK STRUT 510207 251-1 Io'-11 1 11 FAK STRUT a10N7 17]-1 11'-S 1 A. 16 UK 5785. 510213 293-1 7/'-5 1 30 EAVE STRUT 510712 ■ 31 PU. N 5]06N N � I fl)] 15fIa 1 IM H / I nv n]— rile Irl--- fns-S u7— I I 1 I I b Ite1 " Nil•--� It nt__�{ u; b n I --{ 11 I --� 13 h 1 rxlx r1lr "" PURLIN BRACE LOCATION SCHEDULE I I BETWEEN LOCATION BRACE SECTION RIDGE ,a I CRIDS DETAIL LOP BOTTOM DIM, 'BF OWE /� rax It x111 I/ 1111 aa/ A AND B F116 (2) B -0- ]'-! (1)0511111 Finrue ti N e AND C F]07 (a) a -o- 5'-7 9/+f OQ I uar uII rIu i7 rap -- ((Z2;�iT't —i+a CANO D x]07 31111t il114 015 - I C AND E x116 (2) B -0- -17 (1)ON1111 rxm t rll• 1! II• aI Zan �.•. ..w.. Ibto h I r]!t 1I1InI1 —E V I nu 13 aI fa,NnM AI bW b it].l• 13 31 Z III ilir „I x— I I �� rn1 la ill• 'aI 1 al m rap n STANDARD NOTES: Flitsrax < tl)— 16 rI1• 12 --� +a RS0002 REFER TO DRAWING 8-+0609x5 FOR PURLIN BRACE PMT NUMBERS MD r„• an TYPICAL INSTALLATION FOR SLOPE LESS THAN OR EQUAL 70 0.75;12. RS0006 REFER To DETAIL F262 FOR RIDGE PURLW BRACE CONNECTION. I I I I I tv "r1 122 113 b ill• rill a!/ I b r It!—x L It rtt• 'N 13 Iw I I I I I _— IZ f7!) 11 flu ( 121 ( ❑)I f111 ]0/ Ftt/ Iia flt! Ir+ txe yot a 1/- 2F 2 N An a s UNI' 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN e Is 0 7298 SW Tech Center 13 of 42 BLIP 95-0205 SIT 95-0011 E REVISION NO. 1 REVISION M). 2 BOLDER: PROJECT: !r25# G URDiR DESCRIPTION: 01UWING TITLE:E ptt: BtN: / G� PRODUCT OF THE AC FILE NO: _�` 64X60X24 (.RF ROOF7UR D1n; 00/+4/95 e U T LER M R N U F R C T U R I N G -!H59 ^=tee SABRE CONSiRUC110N CO CIRCLE AW Roof SL + 5 CLL SECONDARY STRUCT^, CDMPR N Y ORDER ENGINEERING PORTLAND ORE TIGARD. OR MPH EXP B UBC 91 FRAMING wj PLANDRAWING �� RwcExsAAL OFF1tts-NAN16As nrr, • tssouTl SYSTEM EISMIC ZONE 3 067793 -04 QQ IF THIS NOTICE APPEARS CLEARER THAN THE OUT- 7 199P DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 11iliI �l lily MA III i i � i ! i ! i � i ! i � i ! i i ! i ! i ! iji ! i � i i t! t�!� ► � � �7 ! i ► � 1 ! 11i i i � � ! � � i � �1 � � � � 1� � �� � �� ,��� � �� � �I`al�� iT�i� iiilil �� ►I-�l �►iliintniiltiuliiiilncilmihl�,!aldmi�unliiu�nninu nnl�in itiil�l�i�uL�t�iliulhnlUmhnLliRahm nnhnlmllhln�nulnmm�hulhnllumlllikmtnnhm Imhm nldi�iE nnln;� �nilEi�% lmhni nnh�li ;uilan nulnn unhm�mllwum, - r b rRryE MAIL CLIA UY (215/0' X I I/",• may FLANGE i .1 lelawn 1.-a1KL . 114k, (Mini) AIp Lw 1,2 j j 5/r IPAn HEX. IAn (M5]w — — rMYX .• j IXI<N]UN •r w[NSIw1 •r I� l`i)• I/ i j 1 r r Ir IF n RADIUS n — THICKNESS corALnlaln / RIF '// / DSA W a stAIA XALX IULX I SDA . EWI fIXu1 � •t Roar t9AN I i ) C — SECTION DESIGN INFORMATIONa/r 1 I Afial H-a1RIY.•Ix SOLI .__ PMT _ ____________ DCPTII (LANCE LIP IHCNNESS RADI1/5 (04291) ANO a/r IXX! (q Ilr X 1 I/r ~ WL W1 IIOOr RAY UK STRUT 510'107 251-1 I1' 3 1/Y 1' .OBY !/16 NrL 90L1 (05OL5 (Ma]y) f.M[ 3110 ][[ auA ][( IXONL EAK STRUT 510211 173-1 11' J 1/Y 1' .060 !/16 ( � KL Ila] ut EAK STRUT !1021] 293-1 11' 3 1/Y 1 1/6 .OBD• 5/16' COMINIlg3 Aaa MAY MM KNIGII �� UK SIRUI 510211 11' J 1/Y 1 I/6 .069' s/16 taL[X� OE)NL 1111 CONTINUOUS SPAN PURLIN CONNCCIgN UK STRUT CJNN. TO INTERM. FIIAME [ID M'I LOGIXX _ . 1 t MSI DETNL 1175 nmn DDI myw OCTAL 1128 UK SIRUT CONN. 10 ENDWALL FRAME PURLIN BRACE LAYOUT DETNL 1116 ] MOPS Ipr - Ipt tXRI9Y flANO PURLIN / XINX 9A1C( / \,(� DIYENSgN '6 DIMENSION '6 (mJ / 6 6 6 6 6 6 USE 111 1/T X 1 I/1• 101, or ` , ! RIDGE BRACE NEN. BOLI 1095085) AIA) C 1/2' HEX. NUT 1095022) Rl-KNE PUIGN I p nA►X ASSEFBLY 1 THICNNE55 I V 4 I I /, PURLIN t BUILDING iii RDDr erAN /' , Z — SECTION DESIGN INFORMATION ( � ' 4 it PART D[ IN rIANGC LIP rHICNNC55 RADX15 r _` �YE OEIAXS[[ OETNI . naaX '•• PURLIN 530642 209-1 I/Y1 J/f 1 1/16' PURLIN 530612287-1 9 .060' 1/1' 4251 1152 y} 1/Y 2 3/r 1 1/16 PURLIN 530612 329-1 9 1/T 2 3/f 1 1/19, .067 1/1' USE (1) I/T X 1 I/r " (055065) PURLIN !]0611 9 1/Y 2 J/1' 1 1/16 NIX 9Mr AND.C6V 1/1• 1/r NL3 Nul (May]) DETNL F307 PURLIN BRACE LAYOUT DETNL fill PURLIN MACE s RONS rav - D RON5 9DTTDM I0 DETNL x257 PLyLL91 CONNECTION 70 EW ROOF BUY DETAIL F267 RIDGE CHANNEL CONNECTION MIMN 1MNM (!1m ]t00) CUA MAII j SECTION W-Nt 2 14A51[RS IAEA INCL, rOOI INAII1 Ar FINES CLM(O OILY(1 ON 9421 NU0 » Nn I W 1X11 !R) 19[ (4) 1/Y X 11/r "1st M-SIR[N111H WL1 (01]]6D) AND 1/Y NLNM wX. NN (M W) A (1) ■ASATXS (05131) DETNL f3D6 PURLIN CONNECTION TO ROOT BEAM g >7 T h n P T b T 8 7298 SW Tech Center 14 of 42 PUP 95.0205 SIT 95-0011 3 REVISION NO. I REVISION N0, 2 E a1E` WL: PRODUCT Of THE BUII DER: PROJCCi: BUIItXNC ORDER DESCRtPT10N: DRAWING TITLE: AC FTU. N0: �� j� 64X6OX24 LRF ROOF GROUP: V DATE: 0B/11/95 � DX'�" 6r. BUTLER MANUFACTURING --/UUU�L.LAJs SABRE CONSTRUCTION CO CIRCLE AW 25N Roof SL + S�JCLL SECONDARY STRUCTURAL DRAWING NUMBER: 701yo a1[urt In: aXa[D �. COMPANY ORDER ENGINEERING PORI, AND ORE TIGARD, OR 80 MPH EXP B UBC 91 DETAIL SHEET GENERAL OFF ICED-XAN5A9 CITY. M1550LItl SYSTEM SEISMIC ZONE 3 D 95-067793-04A IF THIS NOTICE APPEARS CLEARER THAN THE OUr 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILNMED 6 tint{t{htuhit{!t{t{luttln{tlt{u!ttnlui{!tudtu►mnhm unit{n n{ilin!!o{l�nn tn{IIIn!i{il�llll 11!lIIIII!nfl�lllllilllll{!!il(III!!I{i{1plllll!1IUI111llilll�flitN!{IIIUI Illtlilllllllllin{ In{�n{i {I{(inn md{n{ unlnn lIIII{{IIInAIIIIIIIIIIIIIIIIIIII�II�IHI i e f. f R FOR GABLE ANGLE PART SCHEDULE INSTALLATION SEE -- 12 DRAWING 1080944 12 I PART NAME PART NUMBER PART LENGTH FIZLD 1/2 12 1/2 23 GIRT 702147 2259-2 19'-1 1 4 WORK A 24 GIRT 702147 235-2 19'-7 1/4' - - �- - - - - 25 GIRT 702147 253-2 21'-1 1740 26 GIRT 702147 241 I I I I STANDARD NOTES: WS0021 IMPORTANT FASCIA AT WALL HAS BEEN LOCATED ON THE FRONT ENOWALL. RAKE 1i CHANNEL MUST BE INSTALLED IN PUKE OF 'AHE GABLE ANGLE AT FASCIA b LOCATIONS PER DRAWING D-1080281 OR D-1060282. N I I WSW22 I M�P 0 R T A N T I I FASCIA A TSTTLEDITED ON FEALEECLDCNELUBE INHAS STALLED PLACE OF ANGLE PER DRAWING 0-1050251 OR 0-1080282. WS0023 I M P O R T A N T ••••••••••••••••• REFER TO PRONTO DETAIL C047 FOR PROPER GIRT ALIGNMENT. FOR BASE ANGLE NSTALIJATION SEE DRAWING 1080554 0746 C246 G246 22'-Cr 20'-Cr 22'-Cr 64'-Cr C� C:b U 4 UNIT 1 FRONT EW STRUCTURAL ELEVATION AT GRID E FOR GABLE ANGLE FOR GABLE ANGLE INSTALLATION SEE INSTALLATION SEE DRAWING 1080944 DRAWING 1060944 12 12 12 12 1/21 - ---) 1/Z 1/a (-- 11/2 2' 25 261 I —1 x—� p f:K-2 ox-2 I I b 1 oa b I I I I FOR BASE ANGLE INSTALLATION SEE DRAWING 1060554 INSOTALLATION SEBASE ES 1g'-4' 0 DRAWING 1080554 y' 0746 r0_2 4-8 0248 2.8 2.5 22'-O' ( 20'-Lr 22'-Lr UNIT 1 VEST. EW STRUCTURAL ELEVATION AT GRID A 84'-Lf 4 dD 1_ 01 UNIT 1 REAR EW STPUCTURAL ELEVATION AT GRID B 1 8 7298 SW Tech Center 15 of 42 BUF 95-0205 SIT 95-0011 REVISION NO. IRCHECMKED ISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: AC FILE N0: PRODUCT OF THE —7 DATE: _� GROUP: V DATE: 06/114/915 64X6OX24 LRF WALL SECONDARY ' BUTLER MANUFACTUR1NG � o SABRE CONSTRUCTION CO CIRCLE AW 25 1 Roof SL + 5#CLL STRUCTURAL oRAwarc NUMBER: REV. C0MPANY ORDER ENGINEERING PORTLAND ORE TIGARD. OR 80 MPH EXP B UBC 91 ELEVATION GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM SEISMIC ZONE 3 p 95 -067793-05 00 IF THIS NOTICE APPE,...S CLEARER THAN THE OUT• 7 1998 � �- DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ,r. I I Ili , fl li . II III I ! Ill ll Ail is Ill 111 it , � SII i . Mme m C"WA I I I I l u 44,E WINNOW - PART SCHEDULE 1 J PART NAME PART NUMBER PMT LENGTH FIELD A6 0 GRT 707143 197-4 le'-5 1/;r- 9 GRT 707143 275-4 221-11 1 4 n 10 GRT 707143 317-4 20'-5 1 •• ---------------- iu 71 PORTAL COLUMN 544144 250-4 21•-4 Ilf1 01 I I pay 77 PORTAL BEAM 514150 737-0 19'-9 3 4 27 GRT 702143 I H h FIELD WORK SCHEDULE ' . DETAIL FIELD WORK DIMENSIONS n _ 1 I 1 I %010 A - 70'-S I I IY 3]47 FOR BASE ANGLE NSTAUAIIDN SEE DRAWING ID50554 ,•-7 1/4. f1Y— I'-7mt- 171-9 1 Y � I 14'-r FTYP E 11'-0' I Ia-v E (::b Ctc D �y,=E) UNH 1 RIGHT SIN STRUCTURAL ELEVATION AT GRID 4 INSIALBASE AN UAIIION SEE DRAWING 1090554 rT -� '° •� --I�- ip} - UNIT 1 RIGHTSIDE VEST. STRUCTURAL ELEVATION AT GRID 2.8 I oro[ OpW Wpl I I I 7 I a- I Qf-1 I I I b I I 1 P :j FOR BASE ANGLE JI INSTALLATION SEE FOR BASE ANGLE DRAWING 100055, INSTALLATION SEE o(' 0747 m47 DRAWING 1080554 i 74'-I' FRAME #ITYP) 21'--V 14•-6' e_p I< 7 s D Ccb djD E A D UNIT 1 LEFT SW STRUCTURAL ELEVATION AT GRID 1 UNIT 1 LEFT VEST. STRUCTURAL ELEVATION AT GRID 2.5 b 7258 SW Tech Center 16 of 42 BLIP 95-0205 SIT 95-0011 REVISION NO. 1 REVISION NO. 7 BUILDER: PRO 1'CT: BLALGNG OPMP. DESCRIPTION: DRAWING TITLE: p11L � PRODUCT OF 114E AC FITC !q: Yf 64X6OX24 LRF WALL SECONDARY FD 1Pi DATE° oa/"/v5 BUTLER MANUFACTURING • SA9RE CONSTRUCTION CO CIRCLE AW 25# Roof SL + 5#CLL STRUCTURAL WING NUMBER: REV. COMPANY ORDER ENGINEERING Ixcn[O Ir: GENERAL OFFI[E9-%ANSAS C'TY• MIS5Of11 SYSTEM PORTLAND ONE TIGARD, OR 80 MPH EXP B UDC 91 ELEVATION SEISMIC ZONE 3 95-067793-05A 00 IF THIS NOTICE APPEARS CLEARER THAN THE OUr 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ►1ili � iliiili il1liliji , ili ililij111j1ji 1 - q III Jill Jill rlrl i-illi71i ''- ENCN MAD4 NI plMl► ililiuiIiiilliilil�i�ijliiilniiluii!onliiiiluninll liillllll IIIIIlIIi IIIA!'Jllllllilllll�Ilillllll�lllllill! III II All III II III I1333331ll lll111111111111lllllII III 1lUliNIIIfIII1�1lli IIIIIlI►i IIlIlNII IIIIlIIB AIIlllii 111111111 IIIIliIll !IIIII!IIIIIIIIIIIIIIIIlIIIII IIIIINI) II1 T USE (4) 1/r x 1 1/4' HEX. 9011 (09Slkl,1 AND 59KIIIAIt TOP / OUTSIDE Buy sIo[wAtl COLUMNou taw +/r HEX. NUT (ovs ) PORTAI COLUMNFLANGE SIE1EMAl.I 011 CMOMNiII POST COLUMN COLUMN OR NOTCH 8011011 !' OLP COILMw �. ENDWhkLL POST - CLIP (513164) LEG a GIRT '1 (54 31 EEG DOWN W t:Ii15 FIELD !/ler 41 -, +G�f+ WEB DTII 0� VA HOLE !f!! w CUP _ _ THICKNESS =---- �1>+!! --------- 1. a / USE (ta) )/r i 1 ( ;♦ L - I DOL (097m) I Q BOTTOM / INSIDE ANDNIX 7/� HEAVY ►I[x. ►inn + FLANGE PORTAL t (06523)) ' S.W. OR E.M. CTP (513164) --•- _ -«r �r �� i II LEG DOWN ' �-- P-f iAfiCNCR � H� SECTION DESIGN INFORMATION e 1 NI. BAY OR t -io i r ,air END air on SECTION atoll awINEL � FRAME ?KXWALi INT. sccTION END SECTION (943174) t 11' GIRL FARC � DESCRIPTION ' PORTAL TOP FLANGE - 9• X SOOT' FRAME USE (6) 1/r X 1 1/1" t'-r NDTf71 ! t 4' 1L_ COLUMN - - - L!S[ (6) 1/r X 1 +/1' HEX. BOLT (065089) AND FIELD 9/lr 07111 VARIES BCTTOM FLANGE - SrX .500' HEX. wxl 095089) AND 544146 ___ ( .;r Hcx. NO (09503:) _ +/r HEX. wo (O9'm) HOLIES w GIRT rNAMIC 256-4 WEB THICKNESS - .16d' �- CONTINUOUS SPAN GIRT CONNECTION F DETAIL 8060 PORTAL COLUMN TO PORTA: Bt71M CONN. DETAIL COOiX DETAIL 6006 DOUBLE GIRT TO COLUMN CONN. DETAv. 6014 SICEWALL GIRT TO PORTAL FRAME CONN. PART DEPTH - 17 3/4" [NO Nr Olt SECTION IOCATKNI INT[RWDMIE BAY LOCATION PORTAL TOP FLANGE - V X .SOOT '-'— BEAM - ioP us[ (6) t/r X 1 Ipr I USE (4) I/r X 1 1/4' BOTTOM FLANGE - Sr X .5OCr' t MEMBER HEX. BOLT (06908'0 AND COLUMN SIDEWALL ►EX B011 (069(11!5 AND 237-6 WEB THICKNESS - .761" 54050I 1/r NEX. NUT (0690:7) # 1/r tax rn (09!0,)7) � sloctlw.l PART DEPTH - 17 3/4• SIOCWAIL GIRT i SIOEWALL GIRTFLANGE ' L SIDEWALL ; GIRT I 11 f I /- 1 / CRT1 0 1' CLIP ( �317) I LIP e -ee_ s=��o ------ -_ 1 1 FLUSH TO + ; ENDWALL pRl ' ENDWALL GIRT ' I ' i/r MAX. I I (FELD THIC4NESS lccFTpiO�ie Fro alrT) RADIUS - - - - - _ _ `- - -- .0 out 1' J J _ 1 55CCMMJJ I I1 �i , -o _ OYtia rt[l0 CUi ;AROUND /- BA9[ r T ; o' tl I COLUMN 11 V' �. 011 I 16E -- �1 FLANGE o - ♦ I C — SECTION DESIGN REFORMATION LlLDO w,o111� w - - M- PART DEPTH FLANGE LIP THICKNESS RADIUS t/r -_— OR LEVI R*A" CORRECT ALIGNMENT _MIS-ALIGNMENT GRT CW1 1. (543760), FIELD BEND 90 0[0. AND D41ALL MiN PANEL GIRT 707147 229-2 9 1/r 3 1/7. 1" Ow 5/16" _GIRT %UTTING DETAIL _—y (AVOID INES[ COMMIC"I FASiFNERS. 1' FIELD WORK SIDEWALL GIRT GIRT 707111 235-? 9 1 r 3 1 2* 06d 5 T�' DETAIL G019 r Sw 4 9 t/r Ew IRIS TO CORI Post / / / COLUMN FLANGES MOCK THAN Iqr DETAIL G047� SECONDARY SiPUCTURAL ALIGNMENT DETAIL G251 DETAIL G253X r sw T 6 'Ir cw cats 10 ENR. POST— _ r KID" ENDWALL scT�cx cxPAHoxelc ENOWALL GIRT 702147 253-2 9 1/r 3 1/7 i" Ow 5/1b FOR STRAPSKKVAkL FOR STRAP FIELD LOCATED CONNECTKkN CONNECTION GIRT 702113 197-1 or 1/7' 1 1/Nr .09.091r5/1 6' SQrWALI• GIRT COLL;mN SEE DETAIL SEE C219 C7�ETAQ STRAP 544045 544045 GiRT 702143 275-4 11* 3 1 If 1 I/1r .09lr J/i(j' - T c1wE (1YP. TYP. SAC STRAP SAG STRAP i e GIRT 702143 317-1 3 1 I ; DOW 5/16' , — PORTAL FRAME GIRT 702147 9 1 If 3 1/f 1 All 5/1 eroR WIND POSY I COLUMT-- N e Aw I1 I IRT 702143 8r 3 1/7�' 1 1/;f' ,091!' 5/16" I :` , FOR STRAP G1R75 FOR STPAP -• — I TION —p I SEE DETAIL r - CONN� � SrE CC All t�l PON FASTENER SECT. I I „ C246 _SECTION (�•)EOIW !;PAGES [GEBAY EQUAL SPACES IYPT. EW I I� _—' i, BI1Y IENCTH � 11 ENOWALLslt.EwAll # SIDEWALL OR ENDIDIALL INSTALL (3) ROWS OF SAG STRAPS INSTALL (3) ROWS OF SAG STRAPS SAG STRAP 15 FURNISHED ?0' LONG AND NOTES: IN EACH E DWALL SECTION. IN EACH SIDEWALL BAY. MUST BE FIELD CUT TO LENGTH RFG ANDD. 1. FiELD LOCATE 6/Ir DIA HOLE! N rLANOE(f) OF ATTACH SAG STRAP T7 THE 6711 POKiAI rwILPE COLUMN/WIND Port AS 5T4oerN. IRT WiTH SELF DRILLING SCREW 09;?t'T. SPLICE 7. FEC 'FIELD WORK sa/FDuLC FOR OwNsIONs. SAG STRAPS AT CART LOCATIONS W NECESSARY. DETAIL X010X Fon FIELD LOCATED slxwAu GIRT FIELD WORK PORTAL FRAME/WIND POST DETAIL G246 SAG STRAP PLACEMENT IN THE ENDWALL DETAIL G247 SAG STRAP PLACEMENT IN THE SIDEWALL DETAIL G248 Se,G STRAP TO GIRT CONNECTION 0 USE 1) (&T/OgYr&AAi � ENDWALL HEX. NUT (09 32 T VEST. EW POST I CLIP (543164) I I VEST. E'Y POST LEG DOWN I 1 FCND C LL CIRTS GAIT 1 e CLIP (543164) CABLE ANGLE EAVE STRUT (LEG DOWN) EW POST- 1 c\I FASTENER FASTENER I 1 1 I GIRT CHAT ('343260) FIELD BEND 1s I O GIRT CUP , I 90 PEG. AND INSTALL H PANEL n _ - ---� FASTENERS., in SAG I STRAP SAC �� ( . - TYPICAL STRAF 1 3116V--\ TOP t BOTTOM 1p , FRAML' ( 3 16 ) VEST. SIDEWALL # ENOWALL I --- - M1- NS.&F-S. 1 �n TUBE COLUMN O 4J SECTION 1 I-n 1 I USE (2) i/�OLIT X 1 1/1- ATTACH SAG STRAP TO THE GABLE ANGLE ATTACH SAG STRAP TO THE EAVF STRUT -j � USE (7) 1/?" X 1 1/4` DOTWITH SELF DRILLING SCREW 097216. WITH SELF DR0.LINC SF;REW 097216. VES.. SW C-GIRT H X. T (Og5pe5) AN H X T 950E5 AN _ 1�1' HEX. NUT (095032 m 1 21 HEX. (09 32g --- (LECA DOWN) (CONNECTIONi 'tTO GIRT) --- DETAIL CX-3 $" C-GIRT TO TUBE COLUMN DETAIL G�49 SAG STRAP TO GABLE ANGLE CONNECTION DETAIL 6250 SAG STRA, TO EpVE STRUT CONNECTION DETNL GX-1 9 1 C:-GIRT TAB C-GIRT � DETAII. GX-2 9' EW C-GIRT TO COLUMN CONN. U AT NOTCH LOCATION �� rJ REVISION N0. 1 REV,SION NO. 2 PROCx1C1 OF THE aBUILDER: PROJECT; BUILDING ORDER DESCRIPTION: DRAWING 11TLF.: AC FILE N0 N N *- EE : DILTL - LO g WDRAWN 81,; ,,, 8+,, -- , 64X6OX24 LRF WALL SECONDARY GROUP: v DATE: 06/14/95 LO BUTLER M A N U f A C T U R ) N G —� ��AOI10 6ABRE CONSTRUCTION CO CIRCLE AW 25# Roof SL + 5#CLL STRUCTURAL ELEVATION DRAWING NUMBER: mi REV. cn (l w CHECKED BY, CHECKED or C 0 M P R N Y ORDER ENGINEERING PORTLAND ORE TIGARD, OR 80 MPH EXP B UBC 91 DETAIL SHEET 04m � 19GENER'1L OFFICES-KANSAS CITY. MISSOURI � SYSTEM SEISMIC ZONE 3 1) 95-067793-05B 00 •f IFTHIS NOTICE APPEARS CLEARER THAN THE OGT- 7 1998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICR ®FILMED � ill I e 11-IFIr�--1 ` 11,111 I 'll liliil { lli1i1i ill ! f �fi . i�i�ieeilieee{�eoelt�ee����eli�iel���il�e�i{eeleit�eelee�t�eieiieeet Ili��llli Iili�,=i�ltlt � ' s �i LIR 1 ( � .L���LI�J�.�1)r#itoil{fill-i�!llee��li,eili�� .eiiiiiiil.!lie-eel,Illiilllilflllii�1111�11il11�1111�1i�lllllt Iti{Iftlt t111lisli llll�ltii IIIII�Isi lill�itll I�IIf1Nt iIIIIIIflliliflttilllllllllllittll�tl�{O�l� . I Fut-1m 2a SUMMARY Form 3b Wurksticet 3d COMPONENT PERFORMANCE PATH AVERAGE THERMAL VALUES ProjeiOt I. Project Name1 �1 -_-__------- l P L I) 1,L111c 11 L� Heated _- - -- 2. P,-,iject Address I. Above-Grade Walls-Code Maximum Uo from Table 3g. Enter here and In cell 3(c)and 4(c) ti�J Aindovn (a) (b)- T (c) (d) (e) 0) _ 3 �. (,� �T_ 2 r�. f-� y� Building �Ia Enna•Sa win C ire. 3. City/Town 2. Roof/Ceding-Code Maximum Uo from Table 3g Enter here and in cell 5(c) rf and Window and Glazed Door Area UA Shading T SC A (�,, Enter the average �- _ Glazed Description i (sf) U-value (b) x (c) Coefficient (b)x (e) 800 rtvv Sizth Ave Swce 204 - ( /' �`- Doors ( Portland.OR 972t>5►.3783 '• 4. Building Area(ft1) `] f_- -' LI-values Iron (a) (b) (c) � !d) �(e) (i) - - f 503124.8145OR � _ 19 '`' - ^� worksneat 3d into Budding I ea or Code Max. Actual Target UA Actual UA t calls 3(d). 41d)and Component Lanc�th U or F U'or F°C �b x c tb�z�d ! Attached Chapter Type I.D. Description Sid) 3. Windows and Glazed Doors_ Atte:hed °For a slab with Forms and - -- -- -_-- 4 Above-Grade Opaque Wads& Doors the min insulation _ Worksheets Building Envelope Form 3a Prescriptive Path 0 -o ' ravel(Tabic 3g). 5. Roofs and Skylights ft2 � - 3b Component Performance Path enter 0 58 into cc,; I r it �-'•'� �• -June 14, Check boxes to ---------_-___ 71d) Otherwise -- _-- -- - 8. Floors over Unheated Spaces � 0.08 .---- 1995 indicate the Worksheet 3a Wall U-values enter 134 attached forms ! 17. Unheated Slab on Grade Floor - �_ h 0.58 end worksheets 3b Roof U-values 0 `For an heated 3c Floor U-values 0 scab with the min 1 8. Heated Slab on Grade Floor - ti 090 Mr. Andy Anderson insulation level. -- --- --1- - - -- Sabre Construction Company _ 3d Average Thermal Values - anter 0 9G' nro cell 9. Target and Actual UA. Total columns(e)and(1) u 8(d) Ornarwise. I v 7135 SW Bonita Rd Systems Form 4a Systems 0 enter 2 73 10. Enter•'t"if the Actual -A of cell 9(f) is less than Target UA of cell 9(e). Otherwise, redesign L C ! ':'tgard, Oregon ---------- - -- `. 1. Total Columns Worksheet 4a Unitary Air Conditioner-Air Cooled 0 - �� 12. Average U-value. Divide cell 1(d) by cell 1(b) Enter here and on Form 3b, cells 3(d) ana 15(c) Cooled _ RE: City of'ngard, Office Building,Circle AW,3/1 1'95 4h Unitary Air Conditioner-Water Cooled 0 11. Summer Design Temperature from Table 3g, 'F r Building -- 13. Average SC-value. Divide cell 1(t) by cell t(b). Enter here and on Form 3b,cell 18(c). 4c Unitary Heat Purnp-Air Cooled ,7 1,2. AT Subtract 75'F from tine 11. Enter here and in cell 15(d) I I L 4d Unitary Heat Pump-Water Cooled 0 °Euler the - - - DCar Mr. Anderson: 4e Unita AC g 1 Solar Factor from Table 3 Enter here and in cell 18(d) - - _ _ _ Unitary & Heat Pump- Cooled 0 average U•value 9! - Opaque (a) (b)-� (c) (d) �l the windows, 4f Packaged Terminal AC-Air Cooled 0 14. Above Grade Walls-Code Maximum OTTV from Table 39 "'t �` Walls and Wall and Door Area UA TUA TDeq watts. and doors 0) , Doors Description (sf) U-value (b) x(c) TDeq' (d)x (f) 1. The proposed building envelope for the above project complies with the component 4g Packaged Terminal Heat Pump-AU Cooled 0 i rrum :vo�ksnoe► (a) - (b) (c) (;!) (e) (f) 4h Water Chilling Packages-Water&Air Cooled ✓a 3d. Ses table '� ' performance path of the 1991 Struc,-tural specialty Code with the allowing stipulations: _ L 4i Boilers--Gas-Fired and Oil-Fired 0 Building Area Actual (b)x(c)x r rj (^ t n L; =.•G� 44 3`] C/ 2. The exterior wall insulation on the main ievel will be extended to the to of the wall at the Enter the __ Cnm orient st U value° _�T TD • tld)or(e) �1oiN p 4j Furnaces 5 Urns Heaters--Gas-Fired and Oil-Fired 0 -� ---- 44 average TDEQ 15. Windows and Glazed Doors J•`j 7'17-'� 9 roof. 'Rte heti insulation immediately above the ae;,cxrsdc ceili.ig is their opriemal. - -�-_--_ -- ---- - from worksheet �iill. ,. .� i .� .. _. ,Artificial Light Form 5a Interior Lighting 0 Above-Grade Opaque Walls b Doors 14 - ( 3. /nw walls of the basement level will be insulated Wa nj n to the equivalent of metal 5t: Lighting Schedule u _ • ' '�'4 - ��4"studs, spaced 16"�c, with R-11 bat insulation. The batt insulation in the floor is then Sc interior Lighting Power 0 'Enter the average 17. Total column(b) Sindow sof me Optional 5d--Exterior Lighting O windows from (a) (b) (c) (d) (t) -_--- -- -- Worksheet 3d. 4. The fiber haft insulation for the walls and ceiling shall have a continuous vapor barrier Worksheet 5a Interior Control Credits t] Building Area Actual Solar over the inside surface. The vapor barrier shall have a perm raring of 1.0 or less. Component (sf SC-value' Factor b x(c x d Applicant - -- _-_- 18. Windows and Glazed Doors -? ? ' 'i.-7 9 .--ob _-- 5. Name ---- -r S. Doors shall be weather-stripped and windows sealed against air i,Zfiltnition to the approval __-- c C y 8. Telephone u_O'I -� 19. Grand Total.Add cells 15(f), 18(f)and 18(f) 7f Of the building official. 6, Company 5 _-- ----- - -- _ -_ � 41,x. (•-1 t 9. Date 20. Actual C'-TV Divide line 19 by cell 17(b, - - - :z-7 S�, �3 4133 _ t(? � i C�. � 4. Total Columns 7. Signature- _ 21. cuter"`!"if the Actual OTTV(line 20)is less than required OTTV(tine 14).Otherwise, redesign 5. Average U-value. Divide cell 4(d) by cell 4(b). Enter here and on Form 3b,cells 4(d)and 1P,(C). 0.I ( s Sincerely, _ - ___ 8. Average TDeq. Divide cell 4(g)by cell 4(d►. Enter here and on Form 3b, line 18(Id.. L}•q• �'- Other Envelope jZ The perimeter insulation for the slab-on-grade floor shall extend downward from ll `-' ✓ , No. of Pages Description of Document the top of the stab for a minimum distance of 24 inches. See Section 5303(d). See- I�,� '�'�..f Documents Jani Peterson,PE. I -- Q a - Enrer,ne -- T Wall Construction-Mass e'er Unit Area TDeq ( I--.-�. /� / t i�t UJ cc" l C) and specifications to pians 23. Below-grade walls shall be insulated Frith a minimum o'R-5 insulation extending (lbs/sO ("F) Enter all -'- -�--�5-•�•--•�-- and specnccandns .� supporting _ that shows the full height of the wall to the top of the lowest floor or 10 feet below grade, I J - 0 to 25 44 calculations, lest - whichdver is 13ss.compliance with reports and _ me requirements. - --- - ---- �� 28 to 40 37 catalog cuts. 24. Manufactured doors and windows are certified accordtnc3 ti)ASTM E 283 for 0.37 cfm per foot of window sash crack and 11 cfm per foot of door crack. SeG.- .c " " .i1 41 to 70 30 � 25 On the warm side(winter)of the insulation for the walls, roof and floor,install a �r 71 and above 23 I 18 of 42 "A°I Forms L_-vapor barrier with a perm rating 0 one or less. See Section 5303(f). 7298 SW Tech Center 7298 SW Toch Cbntur 19 of 42 I„y�l ,, Worksheets 3-17 SUP 95-U2� SIT 95.0011 SUP 95.0205 20 of 42 298 SW Tech Center 21 d 42 SIT gy-001 1 13UP 5- Tach Cents BUP 95-0205 �9L BUP 95.0205 Forms 3-3 SIT 950011 51T 9:'i-0011 Vv'orksheet 3a jcont d) ' WALL U-VALUES Worksheet 3a (cant d) WALL U-VALUES TWO LAYERS Of INSULATION INSUUATiON INSTALLED INSTALLED BETWEEN PURLINS OVER PURLINS Sid�ngDon� - (a) ! (b) (c) ,---(d) AlumiWITH SPACER BLOCKS - Stud Wall Layer Description Detail R-value Siding on (a) (b) (c) (d) System 4 in this system. NAIMA 202 fiber plass Siding OD I (Root Only) System t Exterior Moving - g I Layer Description Detail I R-value This `1lghly efficient Insulation ( y) blanket Insulation IS rolled out over. See Table 3c for ---- - - - -- g O ,r Stud Wall y P -, (RC�f and Wall) Surface Air Ext systern uses a vapor retarder faced �' ,' and perpendicular to the outside of R-Valuesclav - Exterior Moving the structural frame, and then the Aluminum ----`- - - "-"- -`-- NAI,�IA 20 blanket placed between Soares. -----. __ - A Sae Table Jc for Surface Air 0 17 n � p •J"�� Sidor R-Valuosolarr Aluminum the pUrllns with the retarder over . metal covering sheets are fastened See Table 3b/or spaces. '• ' A Sidi I i In r, h f f R-Values of -- � ,_ B Air -^-- - -- .. . aluminum siding, - 1 Space See Table 3b for Air _ apq g CJ the top ace 0 the r '' place g / ••�� �� t0 the frame. h0ldin rile insulation in i'' P R-Valuesol - - �--- ------ Bpurlins Plain Filler blanket IS �: '�,� =-� FILLER p ' p'•nvood snearhrng ! C Sheathing aluminum siding, Space - j Installed as a second layer, also � -FI *� NAIMA 202 wa�5oard m 41 a ° emtng - ,----- - - C Sheathing -- Y • .- INSULATION �� \ INSULATION between the purlins Rigid foam �•••. � "�� D Framing/ gypsum `` See Table 3a for Insulation wallboard -' -- thermal blocks are olaced on top of ;' % BANDS TO SUPPORT - D Framing/ i the purlins to create a thermal INSUUITION INSULATION INSTALLED R-Values of - -- -- framing --- E Gypsum See Table 3a for -_ Insulation - _ Wallboard R-values of E Gypsum i break at the Struct'_,ral members CROSS BAND ` VAPOR RETARDER OVERLAP BETWEEN PURLINS AND THERMAL BLOCK msularron Interior Still +taming ____ Wallboard - Surface Air 0.88 insulation I---- NAIMA 202 This method accommodates thicker -_ ���enor Still 088 INSIiIATION insulation without compression at the S�rtace Air structural members by applying the IL-1. Total column(d) - ---�- " ---`"---`-- - INSULATION R VALUE FOR SYSTEIV! - 1. Total col, mn(d) . 2. U value. Invert the amours in line 1 -. L _. _- _ iREQUIREMENT , r $ stem 2 TO MEET A-VALUE faced NAIMA between the purlins rather than perpendicular to Y ,r :.:� � -' • 2. U-valu s. Invert the amount In line t i APPROXIMATE , (Roof Only) -_ t_EG NU 04+ EXAMPLE - Atlanta. 3A them. The result is better thermal , ---- - w - E 1 HIi:KNESS efficiency. There is. however, the -•. ,�•'. L J R6 Z 1. Select U values for roof i a problem of thermal bridging through - • ✓; .� • ; ,: O l e-c �- toots' ' r-- and ceiling and opaque , Generic Wall (a) (b) (c) (d) W 1 810 3 the structural members in direct , o--looUe r�Ae, iI l i;l_.t Vl jco( 05g walls from Table 1 (page 6) J'; Sea Table 3c for R- ' Layer Description Detail R-value Generic Walt (a) (b) _._(r► (d1�1 : contact with the metal covering •-�. . � a - -� =All 3.5 or maps(Page 31 ��,•� ._ Values of exterior ; ;. Des Layer Description i t sheets. Note, the vapor retarder facing Exterior See Table 3c for R- prion Detail R•velue comphanc• and interior 't:. s R13 , 2. Plot hOntontal hue on tabs on the insulation are carried u �. surfaces. Surface - • ), Vaiuesofexrenor ;.nf>titi Exterior par -w- - Athnta See Table 3b for x ; - __ r _---- U 0.072 •• •. ;. and interior chart 2t left at the required A � 4 ^•+�'+� Surfaces. Surface �, ( a `�q19 s 079 LJ-value. Over the purlin overlapping the ' �kv� f ' w/ 2, II S cU W o� ado adjoining facing of the next course of CROSS ND A-Values of - ♦ __,_-_--._ 0 mekG,rt 4 =RIO ;0(2layers) oar building materials -_ B S r, See Table f for - 6 I a 3. For compliance with I insulation• assuring continuity of the :• 4•; A-Values of ` ty ASHRAE 90.1. ,ysterns , SANDS TO SUPPORT INSULATION See Table 3a for bu,,ding materials �_ __-____- _ B E,'�y1. _ a91 p °f 09' selected must be at or vapor retarder. fr (� ' above U value plotted NAIMA 232 VAPOR RETARDER OVERLAP R-Values OI C See Table 3e for = � INSULATION fr3mrng/rnsu/anion. - R-lralues of - C I' I �^ t0 }ar rim 4. For Attenta, systems 3 INSULATION INSTALLED OVER --- - D framing insulation. 11 I and 4 comply with the roof PURLINS OR BAR FOISTS WITH _._. - E D _ ti4 requirement. and sysaom 1 SPACER BLOCKS complies with the wail Interior -� E o 12 .127 requirement per Vapor retarder faced NAIMA 202 -� Surface O 6� - -'- 127 ASHRAE 90.1 insulation is installed over and per- 131 er- +` Interior Surface " 133 'r' endicular to the structure (joists or System 3 t. 1. Total column(d) •- ^Cf 1 i- l� � lCommance wat p , 2. U veru 1. Total column - -- purlins) prior to applying the roof. Y e. Invert the amount in line t - m id1 - 9 1 6 " Atlanta � T in installed with the (Roof Only) 1 '- L - U 3,14, he insulation is i, 1 2. U-value. Invert the amount in line 1 p ( � „ Iso iso vapor rete►der toward the cOnditi- , 1 " MiETu eulenlNe INsu oned space, giving a good l.4i10N I interior �?�''. •_7:.+>., .,,::`�.%' �'' r' enhances "' ,'� „ MOJUCT PRINTING appearance that also e F�:: = '- .. FiLLER In line with changes in the national trade g Y light reflectivity. Additional unfaced " ^`• + INsuunoN association. product printing on metal fiber glass blanket filler insulation building insulation will be changed to NAIMA 202 in 1992 can then be applied between the ..�.,.� k. NAIMA 202 INSULATION ,e purlins and over the first layer of ,R '� 'Calc•ulation method described n ASHRAE faced NAIMA 202 insulation to fill TN :RMAL BLOCK Handbook of Fundamentals under para. '• 192 J graph entitled The Zone Method of Calcu- lation.If your system is not included in sta!-doffs. To further retard heat transfor at the joists, those st.own on this and the opposite.o pp thermal blocks of rigid foam are placed over joists 197 7298 5W Tech Center 22 of 42 Worksheets 3.13 SYSTEM 1 SYSTEM a SYSTEM 3 SYSTEM 4 page. t should be tested n a valid hot box ��7298 SW Tech center 23 of 42 assembiy test(Test Method ASTIIA 02361 or purlins where faced ins-(lation will be compressed. I.1P 95.0205 9„ At1P ss-ozos Worksheets 3-13 7z:ra SW Tech Center 24 0f 42- 7298 SW Tech Center 25 of 42 SIT 95-0011 51 BUP 95-0205 SUP 9.5-0205 SIT 95-00f tri 4 SIT 95-0011 IIF THIS NOTICE APP ,,ARS CLEARER THAN THE OUT' 7 7998 MOCI MEN'i'.'3'HE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED �t�lll II ISI MAN W 411111111111111111 I� tltytll1lltlt I t'Itltit�tltlt tl�lill�tljlt �1�1'���thJi i tj�j�jt��ltli Itlllijt+��Ij� Illlflt�tfitltl �I ITItll f,r. Ilt�lltii�l� I Illjlfill lilljllli IiIi�IIIIIIIII�HIltIiIIIINI Ip11111IItHlllill unh(i�fft�hln nlllutl iflllnn►iminll.nflhlf) fulhfnlluflnn mfllit)Imllmt Illllfm �tli�ln tnilnn unl)m l!aiHn�i�nitu illlu>ll t�llrnl ylultirM�nllu(�nlfltfu f(efhfnlln�! I#! l d r S.W. TECH-" CENTER DRIVE #� f DENNIS �aucic �' 20'-0" 64'_0" NOTE: PARKING 1 SIDEWALK IMPROVEMENTS IN THIS AREA h' >1f1Af�U,OREGON UNDER PERMIT FOR PRIOR PLANT EXPANSION EXISTING CONC. WALK el ' ------ -- ---— one ���� .lmmm-mwmp� _ _ — sr��r e _ +�w►i _ _ O N 6c3d( 3'I?" E 36851' w r 1 — - - - ti z 1 PARKIN LLf CONC. WALK f� SLOPE 3?a Q Of 22'-4" 19'-4` 22'-4" � O PARKING �. -.;ROPOSED 3>, LJ OFFICE '�Z Q � I 1I _ tis OUILDING-'-- I I ?�Q/ ` ` z W L.tJ C/) Cl. 0 r oLOADING T) LJL. 00 ui 1 c.a oo ou V) SEE SHEET IA iY- Lo 'o 1 FOR THIS AREA 00 N t - -- - -- - -- ---__ __-_ � �J� 1\v/ N o zl � 1 EXISTING PLANT BUILDING G � 13 0 � PROJECT !DATA � � C14 �.� � zN 106,958 SQ. FT. �J�. ;� ® ! 1 Q r', SITE AREA x,,98 sF. 1 BLDG. AREA 1 z zz EXISTING B-? 63,9?? SF. L `5 EWISTING 5-4 43,036 8F. TOTAL EXISTING 1061558 OF. OFFICE MAIN FLOOR 3995 8F. 1 TOTAL MAIN FLOOR 110,953 S.F. OR-ICE BASEMENT 3840 Sr-. - 1 TOTAL BLDG. AREA 114,'I93 SF. O CITY OF TP3ARD , LANDSCAPEAREA m _-__ _ _ _ _ _____._ _ _ ® - _ _ _ ___._. _ _ . .� _ �. �. .� e _ _._._. _ _ ______ _ _ ._._,_ _ e ___._ e _ .� .. ,►�...,..�,......,...�... ........... Approved -..........I ...... .....................( ): EXISTING LANDSCAPE 53,924 OF. N 89456'3"1" E 589.p9' _ PF A=II fVO ..11, -mom 2.z NEW LANDSCAPE 2584 OF. �, TOTAL LANDSCAPE AREA 36508 5F.124.6 XJ SITE PLAN ,,-' .,.,�,� �. ..( is Jos 'l-'_7— A PARKING 119 SPACES 1 - 30'—o" ZONING - OCCUPANCY LEGAL DESCRIPTION `� /�r J CONST. TYPE 11-N, SF'RINKLERED T-L. 1000 t 11007 S.W. 1i4, SEC. I, T. 2 S., R- 14, IUM. CITY OF TIGARD WASHINGTON COUNTY, OREGON NORTH 7298 SW Tech Center 32 n1 42 BUP 95-0205 Sh 95-0011 IF THIS NOTICE APPEAF'S CLEARER THAN THE OUT 7 199A DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED illl�l�lllllll IIII►II�I�I�I I I(I�I�III�I�I I ISI{I�III{ISI{ I I�I�I�iil�l{I I !����il�r{lel I'i�l�iilll{I�! i I{I{i{I I{I{I�� ISI{1�111�lj! i I{ISI{! i�!{I{I I i�l�l I�I�I�I I�I�I�I I]I��If 17 Is to III�iIIIIIIIIIn!!II�I1�i!III!III{11!!!1!11{PIUIIIII{1111 it IPIIPPP) !ii!1!!Pi !!!!11iPi1lIIIP111 Iililf!IfHPff{!P!1ji!11Ii1!I (P!i�iiillllillllilli(11111IIIIIIflllllllllll11f111111�1111!111111111 Iltl{Illi IIIP{i!PP�IIIPIP1iP il!PII111 PZIPIPPiI IifP�PNI !illllii�llPi1-I�illllllll{IIIIIIIII{Ilillf�s- r 20'-01 22'-4" H'-4' 27'-4' 36'-O" MNNIS � 1 1 '-O'4'-O" 62'_0" — 5'-O" 2 -Ir• 3'-G" OWN �� rOdTtA1D, 2�1Q 5EE 5+­IEET Al FOR G:MdEGTION OF TO PUBLIC SIDEWALK - --- f Z O PAWED STRIPMG w Of PARKING ACGESSIBILI SYMBOL 0 0 WALK P. I- 02 3' w-w p Q IE 70 Irl _ 1_ts � O yRe Li y p p m Q 7I"A' -- ' I 7 Q Of zaGONG. WALK, tYP. � L do— PARKING PARKING m Q 3� :5 w LJ v) a_ — PROPOSED L1_ 0 OFFICE u- r, — BUILDING O v V) R 845' LANDSCAPMG, TYP. JM Ln Fa SMI) v LD 0K) 0� �IZ�L�QsL ��V'Vy 0 'n — z 1 0 M 1 VelII— Z N I} r CONC. PATIO 4r I WALKWAY COVER Vvy V) uj g LJ 00 EXIST IP�_pTNGXPANSION DWG Y SEPARATION WAIL Z U I r �11Y Q A EXISTING PI _ANT rna _ n o � Irk o Y '14A6' X478' ' SITE PLAN- PARTIAL �' Ala r 7298 SW Tn0 Center 19 o1 42 NORTH 6 _8_95 BUP 95 0205 SIT 95-0011 IF THIS NOTICE APPEARS CLEARER THAN THE our 7 1998 IRICU MENT,THF.DOCUMENT IS OF MARGINAL.QUALITY. MICROFILMED illlljllllililill i III!III�IIIII I i!Ilili1lll{il I{I{Ilfjlllll 1111111jr111911 i I{illll�l{ill i i!Illli�l!Ili I I{illlijl!I;I I I{I{I!I�I�f!I{I I I{iii�l{illli ililil�l!1��1i24X k.DMal wwe w awa mluu unlull mdnnlutllnulludun Indnu nuhm nnhm uuhw un6m m!hmomhm nu6ul nnhndnn6m nnhndnulnu unlnmunhnnnn6nl unhm nnhm nn6rc Indn;l nnlnn nuhm!ndnn rnlnmm�lnnnrduunn in 6 2 (3) �4, 64'-0" �DENNIS LA CK•r_O 701_0" 27'_4" ly, {• T. PORTLAND,OREGON 231D VO OF II'-6" l'-10" 9'-10" 1T-6" Al 4,_0" I II'_4 -. _ a 1� z — A , W NOTE. EST. o PROVIDE CI-IOCF. DE CT /jg " 0 PER FIRE CODE FOR CORRID — C Q 00 -- — � m Q C� — _ 0 4 wAm G CONFERENCE j 4" OFFICE 4 Ily o EXIT [04 OFFICE — - -- -- - -- - - --- - --^ IOy RECEPTION z `� h /^� ly FIRE EXTING. C.41D. ����I JFrWO vJ o J Z KITCHEN 3 o 3 N 00 - a OFFICE m Q O y _6" 106 0 4 1 . 11 " 1 LL 3T C-WA O6 A W (n � DUOT CHASE _- _i - - -1 JE -- �C� U Ln Z ❑ NOTE: — _____. ._ --- �FTN. THE OSTAT 41 LIGHTING CONTROLN L.f�, oc) Q TO MOUNTED MAX. 44" ABOVE FIN. FLOORO II3 3'-O" �HL. LAV -3' '� n RE ALARM A0 M F � OFFI 4 b GE ERAL ! 0, Wim. o OFFICE — _ — CN o N HL. NIR ♦ 103 A c � n O I, 3 G / OFFICE Io s � Y °° CN ba -- U EN s `o0 3- �, 3._0„ 4 117 b. 4,-3„ ��•. HG I.AY 8 ROOF D, sJ Z t Y _ ABOVk ' LA---D—DE—R- - - 6 .- ---- - CDJ\ �• � mWTECONA7EaT1 N IY7:7 OSTO 3. A �j _10" 3 -44'-10" r4 $ B 4 ----- — — — I — I — — — z U z — - OFFICE — a 0 © Q mfl- o" o In I v v Y Y III � Q �— _ o t T I Ewr y I EXIT LIGHT a,-3" 4)"' Q I I I! 10'-10" A 2 I � i 7298 SW Tnch Cenler ^4 0l 42 MAIN FLOOR PLAN NORTH OUP 96.,i2ns YT95mll `AQ / 3/16" • I'-O° r yyI IF THIS NOTICE APPEARS CLEANER THAN THE OUr 7199R 1 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED O ikl I1�I�'�Iili I i�ilili�ilili I illllli;illlili ililill;ilill i rlrl,I�I�IIi I I�IIill�lil�i iI1�,I1�r�lI1 i�lll;i�gi�l rll�gglnll�l li�i����i,Tnom ;n�i�������I �� 4 X IIIIIIII IIIIIIIII IIIIIiIIIIIIIIIIIIIIIIBiiflII1111I11111111�11111111�11111111�ifIIIIIIIIIIII IIIIIIIIIIIIIIII!II Ilnlllll IIIIIIIIIIIIIIIIII{ IIDIII011111IIIIdt111IIIIIIuIIH nhnl6m nnlun nn6m nnhnl nnhrl nnlnn uninu unlNn nnlnN ladnumn6n11111 G I .� �J � T I i4'-a" 27'-0" W-4"-4N 22'-4" i"A�'>ltiNIl.1��i111f of oil 1 ' > _ �A 0 Ljj TOTE, E ST. a c�VIo PRDE L�QdKE DETECT 1 PER IN17 r �pC FaR GIV ----------- ------ - � --_- - ----- of z r WAITI GF-- S—oto - OFFICE03 r � 104 � �p CONFERENCE _ - - EXIT OFFICE �-- >GS L ro 14 RECEPTION - -- -- 04 z d Q. I CAB -- - - - -- ----- 102 Q L� KITCHEN ,. ,t d : �. 3'-I 114 , 8'-O _ -.____ It OFFICE 4 -� �.. 0 � rJ lob DUCT CHASE U _ In s- WO� NOTE: � � � EN 4 -0�� FTN TNF OSTAT 4 LIGHTING CONTROLS (�� �` - TO BE MOUNTED MAX. 44" ABOVE FIN. FLOOR � !�':�� /�•�• ro v 5'-O 119 3'-0" N.G. LAV'- -3' j in 0 `sr r-" m A� , Q --- — OFFICE ' 4 - - - _ -- _ GENERAI (; W.C. - I v if) -- _-_- _-- o OFFICE �: _ __ - L0 N H.G. UR I 103 73' J�- II OFFICE co N 01 O � o EN" o D o0 r, . 3" 3' -O" � �`IIZ L ,L H.G. AV 0 :N ROOF �..1 LADDER Z _ 1 , ROOF SCUTTLE ADO - - -_- - - - --- ( Q z W 910OF L-x ATI " ' 2 vhi 1 3'-8" 3'-0" B' ! Z LwCC Adr - - - lit- 8'-4" Flail 4'-2" A50 a� '-10" 3'-4" 4'-10" --- -- __. O -- - - - --1 - 7 g - 'OFFICE000 - -- - ----_------- III � 4iiim6u L 100 ' Ai— 1% OE EXIT LIGHT s'-311 4L 5'-0" --- 10'-O" 10' 10" 4U'-9" 11'-6'• I � i n,M1 I � i 7298 SW TRch Center 35 of 42 1 MAIN FLOOR P SUP 95-02.05 ► �_ NORTH • �r SIT 95.0011 I'-d" r i IF THIS NOTICE APPEARS CLEARER THAN THE OUT 7 1998 � DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED !(!I!I!lil!li+�!I!I�j!�Ijijl I IjIJ!JI�IJIJI 1 1JIJIjI�IJlJlil !JljiJiJlj!jl I ijf;rlj�liJi I IjIJ!It iilji f (ilJs!I fJIJi i (�iJl�i IJ!ji 1 I 1 ( t t 1 I ( � I I'i ! I I t I I t t I ! — �,�. .ILMu►c ON ON� Illjl(II!IIII�IIlI (Ill�lllf�Ilililll;!illlilNi�IH11111I IIIIil111 llllillll lll.r!II1111lIi1N! lillifNilNllilfil •�tI�Il11�y„lnlllifi,hllrlu�l�nll�(1111lIIII�IIIIflllll1111�1"Iii�1�i1H1 tll 1 r �-� 111111 IIIIJIIII NIlJII91 ILI�U111!!lliill! illlilIII ,IililUllililiillll1111i,1,111,111,1111,1! 201-04 13'-O" i � 11 II II O II II 4" TELE. ACCE68 0 Df i TELE. GQNTROL- 4" TELE. ACCESS GABLE TRAY ABO)oT 01%OMM. DATA N ROom �oR QU�P N' cs'. PIKE EXT. CAB. �l 3'-0" --- SMELL W/ 14 bio STL. b DO0 p a >W • ti 1 --- � BATTERY ,AREA CSI UM WTFt L. uj fir--- _ ----- --- --_ —_ - _ - -- }- - �_._--- ------- - - - f i.n uj COD- - - - - -v- - -- - _ -- - -� - - - - \�� 0 II I O U. - O I I I O 0 r' r I NOTE, II 1 I I I I SEE &4EET A5 FOR TYP. INSULATION 04 0 STCRAGE 0 LOWER FLOOR 1 I : a -- - — �L _. J �- �' 801 O p CN 1 ■ I I 14- F- n , , 00 Nr► -' tin i, 0 5 z�' rr - • EXIT Lk''xl4T •- - —-- {_ . FUTURE EXIT U TOILETROOMS ,� , - _ _ ---- -_ ��r AL Q ROUGH-IN PLUMBING + VESTIBULEWALLS TO RECEIVE i �D �• � � 14AI Lury ►-) r— R-11 INSUL. i I t ■ �} [Y EXIT VE =50! ID I L i0 i i 3'-10" IB'-?" 5f O1, 101-00 �'-D.. gl_� tf Ib'-•l 11 121-61, I I I Id'-b" I I f I 3'-O" ®'-O" 1"'-0" I I i ' I 72.99 SW Tedi Center 36 of 42 � LOWER BUP 95-0205 NORTH SIT 95-0011 y f i _ A r � 4 rA , IF THIS NOTICE APPEARS CLEARER THAN THE OLT 7 199A DOCUMENT.THF,I)OCUMENT IS OF MARGINAL QUALITY. MICROFILMED ' lljlil 11 1111111111 1 1)1)1)I1IE1)I i'I)IlIJI�I)I)III ! IJ1)rjl'i��Jl I I)I)I,I�i�!(I l IJIJi�I�I)1)I I iJIJ1Jl'i)!jl i IJIJIJI IJ JI I i)iJl�i)I)1)I l)iJl)! I�I�I ��•�� MMI.1N CHt1iA AN ���I��I�I�►��I�I��I��i�II���1►IIII►11�I�ullui�i�mIIIIIIIItthltl llllltnl hill!Ii�!lIIInI(ILnlh�lilinllNilii�Ilfun 1u11nn�illlnitllnlln�ili-fI!In�Illllnl!�I111�11nllnl(II11 n+Illln Inlllill n1�hn� miit�sl �t�ilitti nnilm t�lilnlihull�Illinne�lnlnlllnl�mr � 41 ' '6 r C W PL. LAM. 5ACK&PLAS4 M P. TOWEL PIAPEN6ER METAS TOILET PARTITIONS r+b' TWO-LEVEL DRWING FOUNTAIN 3--011 1 112' D. GRAB 5AR6 - '^ Q (� w C) LE:q:l it r w N.C. WAC. Qy N.,C. URINAL. NSC. LAV. 'Q T F'. DISPENSER URINAL LAM. COUNTER TRA6E� RECEPT. BY OWNER0 C .E. ELEV. MEN'SMENS TOILET TOILET 2 3 A!93/8" I'-O" A9 WOMEN'6 TOILET 61MILAR 3/8" P-0" A9 WOMEN'6 TOILET 61MILAR 3/8" = 1'-O" U) z 4'-0" 3'-0" 4'-0" 3'-O" Q de ADAZ ABLE SHELVE6, TYP. W.M. FRAME J J PL. LAM. COUNTER, TYP. <r —' N 000o, Ole N-00 In 6" PL. LAM BACK8PLASW ; 0,) W LA. oo �-- 001 ' DRAWER TYP. ell ' 4" TOE KICK FLUSH PANEL 8•$• film" LO FIXED 6A8NN REFRIG. BY OWNER 6LIDMcs 6A9N .d- PL. LAMINATE FACED CAB„ TY'P. 1/4' TEMP. GLASS, TYP. co \� � ..ice N (> 4KITCHEN ELEVATIONRECE IOM VI� ®OW 5 z�- 3� , A9 G n " ' A9 3/8 I -O" 3/8" 11-011 Q 12" IZ" 36" 121# Mm • ---- � �"'� c) U i LAJ Cr. r ) �-. it ji" STD. PIPE RAILING a co 0 �GRINo eMOOTaa .�otNTb �- ----- WELD TO 6LEEVE ?'-O" Kr II f, Q H 11/4' 6TO. PIPE GLEE%E 1/2 RAD. / EMBI=DCED --- -- 03 NOSE G 4R TYP. COLIC. W/ WwM. KITCHEN SECTION STAN SECTION� Ags 7298 SW Tech Center 38 of 4211_011 Y c.35� BUP 95.0205 .. SIT 95-0011 1 1 IF THIS NOTICE APPEARS CLEARER THAN THE �Lr 7 1959 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED . 0 CN MA S �l►Ii�ililiR ililili'ilil� � i,�i�i�iiilil� i l� i11Ct1 GE MN i a" �I�I�Iltlll!lll�lt i����llull►ttlIIIIIZNIIItntII111!lI�i111it1 nitltlll (1�1!{initllllll+I t1nlln1hulllln IIIIIIin nnlnlllllnlnel nuhlnin�flnlllnnllnit1lt111I11tnni1111Inu111111111fItn 11t11ttt► lnilttlt tmbnt imhllt tn11i1Ii 1:IIh1n mulnnhnllnl IIII 1 r A REVISION$ By M lilt _ 4� ! r,S,. a 19 � uof c j SdAB-0 f-G.iZAD!° 0 s CA) -As 'To P of W^Lt-. --� ( -- -- i V 1=507� 1 05 AT 125 µ "Pic.(< LZ .QRM 62t�L SDOIfIR!'1!l I� >rl I I - ___ -- -- •- - - • 1. Precisely cut +mob stud to provide full and sol�.d contact with top and bottom tracke. I S 2. Connect each ,stud to tip and bottom trac:ke with ( 1) +6 screw at s,� r J I SIM. I I t 2 dartTs 1 b •+o each point of contact. Q Z I 3. Provide solid with matabiwg material) st 21- 6" X at�t o/c of all bsar� �x 1 Z ug wallets,15'-t1" O/o at moa-bearing wallet. - Z Cope webs of bridging pl waee and oonmsot tlaagee to flanges of 41 stands with ( 1) 48 screw at each side, typic4l. 8oe Well suctions -6 0 _d 02/or3" and "4/OF3". 4• I t Connect battaa track La coaC7rete favlxeda�tiasls with 5/1" d1.a. rowl wwhor bolts at 44* max. c/o. Bee Nall Seotioas "364/M" ant! I � K - + Gl.G1 W C EAI Tam •2,3,4/0F3" and "4/0F4 Coane.A bottom track of upper level GRA44ULjWT_ �,aNUL•,�� exterior walls toy steel docking (and top tuck below) with i10 1 . � � I ! Z I 1 screws at ib• ly/�o. s9�exe Detail "x/OY3• and "4/s�3• . 1~ I � �' 91a1C K F I L L DA+G K F 1 t_L � I 5. Connect end tracks (rim joist) to each floor joist with with (1 #8 screw at each int of can t. I +n ) point tac i + 6. Connect top track of mall to end track (frim) of floor with 410 screws at 12 o/aw - - - a I G" we 7. Provide 28 gage "CF > D•ck" with 6rt6� 4lla .W.r.f. i 2-1/241 � F I X >4 ' ^ 1 1 �i ur D i o concrete a�latb. FasteA steel doe k to sal wt VatQro with #a. sars"rs l*J I i I-- -) ; 1 N o- lar Y L. P4 at 12" o/c at all steel joilr*. �'+ a tca, ftiol deck to bca U a! perilmet*r and N16x4d steel beam* sSi � 4/20 e#la. paddle welft at lY � I ( �M• i � ' o/c:. see Mcr11 Sections "Z/AFa•-• anll ."4/t7F3*'. 1981111111a 2Z J11111911hown 20-41 S" CLX . 60T., Floor ,3oists: Angeles •12!,'1700'' I! 14" o/c. I 7 7 ! _ I MF W $)studs: Angeles "20NDS600• at 161 o/0. (Nxto iar Malls►i � ! ( J , �• 1 GOL.S• I ' Angeles 0208400" at 1`• ala. (lntorion Na11s) —I -A J ! 4 W Angeles; "14 XX80600• at 16• a/c. (Xxt.5tait !falls) � � OFX -�- � � ! Z .. t I ( wax Z4 NDR. I Q 0 !leaders t Angeles Double •14FJ600* . "��*� ' ,"• ! � { � I i -�' . " 11 u i Connect to f,, ,1i,�,1,4 studs (each end) tiitlb (6) to #>!!• 't" I - _ I I _ �• I A6aE ( I W c. 2r screws ealoti end of each header �elhes. J#ab Studs: Double Angeles 020HOO600" . I ___✓ oR + _>A flack (floor) : Angeles 011111`21200" U Sty(. �.�' -F- T�tlps &*taxlm !racks (Walls) : Ag gislev * AO' or "18Ya00" I �!M' I \_-• ' . �.. f , I - y WALL- � EC-r i or•1 I -- I O __—__ -^,. ___.___ _ ��I�� ' - I i 31M• 4_..--•-- . ._.__..._ - �,Z," GONG• SLA► -0�.1 Qr "' � J � f ' • -O ,,. _ >,. ! I J W/ 49160 _ 10/ 10 W.W. F. s!?. rim. • _ ( I l Olt M 3 a Z4' a I C, OA.wAY) I I SLG NaTE.S. � •_ _...-.... - �, d: I � . cam IN O1f'f=Cs t; t011l alt sre�sl�n f _ j I — ._ _. _ A 4 1. 1�loQr 8].it 4-1/20 aonorets Slab-on-grade using . I � (3�ail � I � 1 6x6-10,/10 w.w. " t. wt 1 clear of , A I i Nf� ! I 1 -� top Of stab over 2• ,mapgd layer over �" ` ( ! •! j i I i mi 1 xe�,►or barrier over 1 f�- 6" (ri.ni,wum) gravel 'base over �Z + firwt original �subgrad�e. 2. Provide (#3 x 30-r30") at each continu • bat at e 1 +aorr ers mead intersecticcs, typical � 3 c j. ! "1000 �, ,psi ♦t 28 dapsVIM. 4 000 psi At SLAW. '` } SIM. ! i ! Slump (i'ltrg) 3" - 5" 81 (618b) 2" - 4" .•�.l ,,'• , Portland Ceaaant C-150 . • ... 5-1/1 savke per cu.yard i Aggregate, per C-33 1 all 3414* cwt* eggs size ,r' __-- ?i"p: ,�.1►._.._._.. ..._.r..._._ d . Neter per C-94 NORTM � 4� " -- �► G o OL ' Ccnc � btWn 50-90 P' J d,• . . _ __.. ...,._. _._.__... .. ._.. . .-- } Air »retrain 56-7% "1 UJ -2 st !>b1e concrete supplier shall assumes full respoAs- GoN�. � � Q �,,� � G7A"T � �h•�, pp P uty for the mixt days ___ - y os6uuexre . � and the ov�ral.l performance of the w�U� ---- ------ ----_ �'" '�. � $ ASS. 6 - --- 2 3 3 !' f ^ lS•��4"� K 12 A. 50L.Ts �i16If- �olc }== 15 Grade 40 . h u �T} e Q .1 r! ��) �4 * A (f0 +A►•3o� a m !'IRoJ. Z'/a." Lap spliaa 40 dila. mitt. hct x 1 Z.�� �� ' S'� A. ldot.l`�s $1'COW WALL -�"`a_ ._ 1 _ �IVSRIF`f W/ sm-a) d'' CI ) S6 I_ + PR of. Z/iLA60V g lAdovi�) / _ +@. A36 (8 ) _ . S ot.T SLAG. vSe I FY w/ gMG• - _.-_ _ _ Z Al9T>!1 tr.sBteel A s ASTH A307 (Dolts) �I l-�� I � } � PR 0.4. Z11� 87OXX /fielding sleotrodes J ! iL 4. J111 footings to be founded on tiro, origin : ` sseubgsade. A " -."""""'_. •I~•t .•+_! ,. - - , . M oFs . t00'!'I� /C/i0K1i.1ct ns:nsie • * " t9� i I I L v�RT� l 1 (Z)*+ 804. WAY 2 2 -0 Sq x 24 thick monolith f.e tooting ! 1 ,�.- - !t o(G G^.S1 e. i I �h G1,R . aeT 5�:ue f .. N 3/1 N1 (2) 44 arch way at 3• oLear of bottoms. � , �• -�-.-�-_-_ .� -^" - -- �- � ' O IJ +win 4 4 '-0" x 12" thick ! A E5 C) �•T �� I� footing . \ W/ (4) 94 each w at 3" clear :, If e _ _ __ - ------ 1"1 h�i 'x, way of bottom. �� I (VaRIFY llUTc.�.R ~. ,..-..._, ._n. 4 DC'TAIL .lob SA �- 7 7 '-0" Sq x 18" thick looting /-- CO. N/ (7) lsb each Way at 2" clear of tap. � " ,�' A. �(��,�T PL./�t� 1� G�NEArAI.. sh.•' N/ (7) 16 each way at 3" clear of bottom. - Aa 5OL7 P' LA h l CONTRACTORS Fb OF 1 _ .____ _______ly=„`i;�;,- 0� _ r IFY _u_ _._ _____--_____��__ ._�__�._-- BUTLER MEAL E�UILOTLISSMINGS OF, 72.98 SW Tech Ce,iter 38 of 42 c ~` 1 1 —O BUP 9S-0205 ��e• wrera o”no +a•tw cu�w+wr. ��-. A(L- � A�4+<s�'. 7u!mLS S.W.R!C>lWTA FI'Gj.. P.Q bC3N'>�3 1 IialEtl� PORTLAND. F SIT 95.00lt Is!•I[.�la:[I�o�p l�sA•D,n� t�F'+E?G1�1 O1 4 s 4 �+: N?ee3 -- .r... J� IF THIS NOTICE APPEARS CLEARER THAN THE OUT- 7 199A , ! DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED II111�11{ 111! {I1111i�11l11 J 11i1111�11111 1 1111111 11!1111 111111i'I i ! � r r �'} I � ! ! I ! ! ! I ! I � ! ! ! ! ! I '• , , - . ��„ �,,,,�,,, �,,,,,, ( J I I I I � � I I i l l j l l l l J!I X11 III i t II�IIlII �IIIII•�IIIIIII � IIlII�IIJIIIJ 1111111�iJ1)II ; ` �IIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIII!lIIlIII1111NNIIN! III?1?III ?I?flllll I!!il!iillllllllll!ILI!IIIII1111111111! 1111111!111!IIIIIIII!IIlilIll�illll!IIIII!I�IIIIIII�II{IIIIIIIIII�hl111111I111! !!!IIIII Illl�lfll lltl�lili IIIII11E1111111111 I11l�tlll ?III�IIII IIIIIIIII IIIIIl11111111�1I!{Iltt f - . II�Ir � 4it �' . - n t� REYISfION• �Y . CONT ISo'Y'• � I IGF FORM Dec IC." 1 ._. _ _ - -ar--•--- (A Sc: PAC1:Ic or. !Q.) ` ._ —, - _..1 * _..._.. . Ga LIT RIM NJ04$T -4% - - :J Ar+tG�ELt s I'12f�J 1200" coNT ToP •� � I �' GI 1(r " •IG. - ---__ __ --- - TRACK, TYP• I IZ" J DIST!; �? I4"•It, Z ,ALImN w/ 1 I SI M I LAK TO I t7T U D 5. i ANCHOR. �a-TS % ! x 11' 4-0'e, o? ERtrvlsls. AhIG�LEs fr`n, . STulat r rl'�Ic�1V. l_ . ! J ntoo p� S 421.40011 - -_ _ ___ .._ \J�f j �► Cix 4 - 1 p 1 I t7 W-W.F �Cz}'/;t"4u u 4 ` _�Tti ? i I ' a STIML 5 D PI t T 'tY A ? I . --,.awGi0WC.5 ( 3o"otL 1WRo1.1G44aU-r �$ GACrtE ( h�11N• Vj (2) '�CJ GaNT. �� ALL iiAf�IX 1 Top of w�I► VMALLs. 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DRAIN cro ICSYWA . �YLI<vHT) _ .. �y Air ov - 5 x 4- ZcoNT. 4x 3-o �5 ) �► CoN �k 1 1 _ y w A$ SHow1.I. 14" of v . As SHDwN. ( (d)'� # CeNT. I i. D I G . Al SM owtd- 1 Z—V�' � _ � ! alt dII AT Or 0oT, WA L L SE471 D r,4 t-a-- - - - -- z _ s E 3 f --- WA �� GT 1 aII•J � oF� ,p __.___ �4 TY P. SL.A.5 �DG� 5 BEAM � oI �T D �,�i �,. OF3 , - I � 6 S'LAS PoweL I /1T I%ZII SLR. ' I WIf�c4•(� M h M 'tb r of S�.A6. ' ( NoT t I �,.. - ._ _•_, -_ �',. �*. __�'. '•--�-, I ' r a� 2 S � M EAoE R 'f b Pipe � � j � I G'1P }�I�}X ( SQ• � 11 ��IR I1 I TaIL_. ": wIBxQ� WIb x 4V __ y- I Lvr&eTs w/ --_ .._ _ . _ �,�. s 4 CLogto TIQS I -" a1N • s r ,► ' ,f I f AS SNowk Cj (Sid AAe+IP) I SLAB a'?vw8 L \� ' ; 1 I f I M . (SLAM R!'Wz NoY -.�--.- I l td N SHOWN MIC CL^*I-;Y) waz+ (gjua�♦0) I s -- 3/+"# II CAS I'�'/�.x bx� w Q ! 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