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8950 SW BURNHAM STREET-6 TOTAL ENERGY CONCEPTS INC.SNC. Geothermal Heating & Air Conditioning • Insulating • Geothermal • Heat Pumps •.y `.._. _ Q �Q n � y i 6 �Y w r �\ P -AD 1.04. L- -i— f oqwll %" J BUP93-0329 !!! 8950 SW Burnham St. 33 Years Experience We Servo All Brands • Gas • Electric Oil Furnaces P.O. Box 1148 Sherwood, Oregon 97140 • (503) 625-7003 • Fax: (503) 625-6976 IF THIS DOCUMENT IS LESS Ir II III III III I � lll I Illlill I � I� I I III � IIIIIjTjT�7 11-1 Il-T 111 I l I]I p1 ill III III III III III I !1 Ill T� 1 l � T 1 1 T1 111 1�1 111 Ill Ill l � lllll 111 ' 111 lllll I I I 11 I I 1 I 1�' I i 1141111 I ' 1 LEGIBLE THAN THIS NOTATION , 1 4 68 R Q 1 1. GUSTIT IS DUE TO THE QUALITY OF No.36 �` �:"" /6, THE ORIGINAL DOCUMENT . E6Z 8Z LZ 9Z 9Z �Z SZ ZZ tZ OZ 6t gt Lt 9t 9t tt 'fit Zt IT t I 6 L I II II III IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIA) I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIII1J11 • Illllllllllllllllllllllllllll�lllllllllllllilllllllllllullllll II Illlllllllllllllullllllllll �llllllllllll II TOTAL ENERGY CONCEPTS INC.,1 NC. Geothermal Heating & Air Conditioning • Insulating • Geothermal • Heat Pumps iv. r A ..is• , w �/ 1 -7 7.7 y� pry r� � .1► .,.. ,t ir 1 _ L mss, �, � • .,_.., Awe- Ar � � 1 ./ «3 -a I E < /'1 j 0 33 Years Experience We Serve All Brands • Gas • Electric Oil Furnaces P.O. Box 1148 Sherwood, Oregon 97140 • (503) 625-7003 Fax: 503 625-6976 IF THIS DOCUMENT IS LESS jlr IIIIIII 1TTj1jl 11111 I IIIIIII illjl I IIIIIII I1�T ( 1 111 1 ' 1 ' 1 ' ) III III III III 111 III 111 T� 1 1 � 1 T T� 1 �T 111 711 111 Ill 1111111 III 111 1111 ) 1 I I I �TTP ( I-r 1II 1 I Ip 11p 11 I I i l I /(Of I l '1 i I LEGIBLE THAN THIS NOTATION , ___ �, 4 6 8 I R O 11, 1 IT IS DUE TO THE QUALITY OF -- - ;T THE ORIGINAL DOCUMENT . No.303 £ 6Z gZ LZ 9Z Z � Z SZ Z TZ oZ IIIIIIIIII Ilii IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Ilii IIII IIII IIIZi � ti IIt II L 9 4 Z II T IIIIIlil6 II ill�II11 11111111 ll III IIIIlllllIllil (IIIIIII IIIIIIIII IIIIIIIII Ilfllllll IIIIIIIII IIIIIIIII Illlllul IIIIII�II I IIIIII�II FABLE XIII • CAPACITY OF PIPE OF DIFFERENT DIAMETERS AND LENGTHS IN CU. FT. PER HOUR -- SPECIFIC GRAVITY 0.6 Pressum Length of Straight Pipe in Feet Drop I.P.S. Inches 15 30 45 60 75 90 105 120 150 180 210 240 270 300 450 500 Indies Water 0.2 168 120 38 84 76 70 54 60 54 49 44 43 40 38 31 27 0.5 270 290 155 135 121 110 10? 96 87 79 73 68 65 51 5D 43 3/4" 1.0 316 268 219 188 170 157 143 134 121 110 98 96 90 85 69 60 2.0 1 530 379 320 265 240 221 112 190 111 155 139 136 126 120 98 85 0.2 350 245 200 175 155 145 132 125 110 144 94 88 83 M 64 % 0.5 560 390 320 ?80 230 230 210 200 180 160 150 140 130 125 100 88 1" 1.0 764 549 448 392 347 325 296 280 244 224 210 197 186 177 143 123 2.0 1106 774 632 553 490 458 417 395 348 316 _ 289 278 262 230 202 177 0.2 620 430 355 310 275 A. 232 215 195 175 165 155 145 133 112 97 0.5 980 680 560 490 430 400 370 345 310 260 260 245 230 220 180 150 1.1/4" 1.0 1389 %3 795 694 616 560 520 492 437 392 370 347 325 309 251 211 2.0 1959 1359 1122 980 869 790 133 679 616 553 521 490 458 436 354 3016 01 960 680 530 480 430 395 370 . 340 310 280 260 240 230 215 116 152 0.5 1544 1080 8% 770 6m 630 580 545 490 445 410 385 365 345 280 240 1.1/2" 1.0 2150 1523 1187 1075 963 8'95 829 760 694 627 5V 536 515 482 394 340 ?.0 3064 21,9 1675 1517 1359 1248 1169 1014 980 885 822 158 727 679 556 480 0.2 20M 1400 1150 1000 890 810 750 100 630 570 `.30 500 470 440 360 315 0.5 3200 2200 1800 1600 1400 1300 1200 1100 1000 900 840 790 140 710 570 490 ?" 1.0 4480 3136 2576 2240 1994 11114 16M 1568 1411 1277 1137 1120 1053 926 806 706 2.0 6320 4424 3634 3160 2812 Va 2370 2212 1991 1801 1675 1580 1485 1390 1138 995 0.2 5400 38M 3200 2700 2450 ?Na 2140 1950 1750 1600 1450 1350 1300 1250 1000 860 4.5 8600 6140 5003 4300 3800 3500 3340 3100 2700 2500 2300 2150 2050 1950 1600 1350 3" 1.t, I2096 17NA 7168 6046 5488 5062 4704 4366 3920 3584 3748 3024 2912 2800 2240 1932 2.0 11064 12008 10112 8532 7742 7142 6636 6162 5530 5056 4582 4266 4106 3950 3160 2718 0.2 11200 7900 6500 5600 5000 4550 4200 4000 3550 3200 3000 2800 2650 25M ?050 1750 0.5 1.7800 12500 10300 8900 $000 73(]0 6800 63DO 5600 5100 4800 4400 4200 4000 3200 2®00 4" 1.0 25088 17696 14560 12544 11200 10192 9408 8960 7952 7168 6)20 6272 5936 5600 4592 3920 2.0 35392 24964 2D540 17696 15BOD 14378 13272 12640 11219 1D112 9480 9F48 8374 1900 6478 5530 0.2 19592 139D4 11376 9796 8848 79X 7456 6452 6194 5625 5146 4566 4614 4424 3539 3034 0.5 31000 22000 18000 15500 14000 12530 11800 11000 x+00 8900 8300 7700 7300 70M 5600 48M 5" 1.0 43866 31145 25482 21943 19820 11130 16140 15570 13875 11790 11750 10900 10335 9900 7930 6795 2.0 62000 44000 HA00 31000 28000 25000 23600 22000 1%00 17800 16940 15400 14600 14400 11200 9600 . 0.2 31000 21500 18000 15500 13700 12500 11500 11000 9200 8900 B200 7700 7100 6900 5600 4900 0.5 49000 34500 28000 24500 22000 20000 185M 174M 15500 140D) 13000 123M 115M 11000 8900 7600 6" 1.0 69440 45160 40320 34720 3068$ 28p4,? ?5?60 74640 219567 19936 18W 17?48 15904 15456 12544 10916 2.0 98000 69000 56000 49000 4400 4DWO 57000 34800 31000 28000 26000 246M 2300D 22000 176100 15200 BUP93-0329 FLOW MULTIPLIERS FOR OTHER SPECIFIC GRAVITIES 8950 SW Burnham St. 3 of X.-5' E SP. GR. .60 1.50 2.0 -• Mult. 1 .633 .547 IF THIS DOCUMENT IS LESS ~ III 111 l IT1T11 r�T( ( 1 I I 11111 111T1 1 IIIIIII I�I-r1 1�7TIIT 11111 11� 1jTTl � I1 111 IIIIIII IIIA I IIIIIII i l l l l 11 lI I � T11 1� 11T T T�T1T�T 1�111� 1 IIIIIII l l l l l l l IIIIIII I I I Il I LEGIBLE THAN THIS NOTATION , T 4 _CD 8 R 10 1L 1 )gQw / IT IS DUE TO THE QUALITY OF "00 soon" THE ORIGINAL DOCUMENT . - -- - E 6Z 8Z LZ 9Z Z � Z SZ Z iZ OZ 6T I BT LI TIT T 6 8 IL 8 19 * 1 18z I ��IN I 'I III (IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII illlll111 lilllllll (IIIIIII (IIIIIIII Illilllil IIIIIIIII Iilllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIJII �IIII IIIc 1111 1111 1111 1111 1111 1111 1111 IIIc 1111 1111 1111 1111 li I Illi 1111 1111 1111 1111 1111 1111 1111 lll1�111111111II IIIIIIII IIIIII I I lel ldng the most of Inlly enjoy Iho rlUirl, Ili �.'iont hc; ling of our .rlL,h your high.-efficiency f+' y Ix-31urnuun'r lurn;rcos while i furnace. nuunttininq Ihr looks and inlrk! Da-v & Night undc•rstrurls lily of du• Iunnr, we merry that toda%'s Itoll teouin.rs w,ult nu'ud Ihr c'oncrntrir vont. III&SUIIlllill Cullllort ;old c'rl(-l'µy MV Wllcrntrw Vvlll is ;i IIIIR' savings. nisi is why wr utii r within a p,pc Thal alluws nrlr l'lus !eh ", 1Sus ih)", told insl:dlatiun withuul rrquinn,q %4udel Z40NIAV condensing two sep:u ale pilx•s r unnioq Was furnaces. Ihrnu),r I and rut of I These top-ol-the•lu,e fill-- Ihr home. I I races incorlwrlte se;ded combustion.;, Iwn•pipe system Smart design, T I that reduces rouse. adds bet ter lwk.s. M I I m reliability :md helps eliminate The design is simpie. Vent Cn CA drafts. Berausr clerulot-, ga crs flow through the inside D I D outdoor air i used loo conlbus- pipe while fresh combustion ;o I tion, fulmar-orx ration i; mune aur flows through the outer Z I I z reliable. (, r of outdoor air also pipe, Since. the concenhic vent helps e1intirlate cold drafts that takes a two-pipe Vented furnace � are assOciatrcl with furnaces and exits the home through ^' I I M that use indoor air for conibus. One channel, installation is easi- p I I p don.Ili(,. result is enhanced er, takes less tune and looks I In heating a homeowner can good both inside and outside c.' count on. the home. Z z For installation tlexibibty, y i � I die concentric: vent can run m i J i m through a sidewall or the roof. Hither way, it provides a I I cleaner. inure finished appear- ;; ." a11ce to it high-performance fturace installation, n atment. Our coni ` I �� Day & N' ht 's committed to I I offering t11e best in home �;- comfort equipment.. With a I I high-perfornlanee furnace and I the concentric vent, truly '+ superior heating can be installed r easier and faster wide a profes- I I sional, finished appearance. I I d Irk 1 n BUP93-0329 8950 SW Burnham St. 4 of J6 1 r)N411.226 a 144:3 eoo r,,, r1.ID�DYIlnYr,1�Y,I.y,p,,.np.DM.M IYO IM N„yerlW wrwa. GMI HA II1101.l10Y M1rDI111.11M...IpH.ITT,WI OMIM. Y.nNwIwM IWNr,b np`n Io D�.ODn11nW,a enYla•,r!Nm,,, .p.cnk.0on.we..vr«IrM,,,yam.me wnnoulYw,nlly DYq.lnD.. � Printed on recycled PYO'n, IF THIS DOCUMENT JS LESS TlrlTll III T TJI T[T l I III Il f I I1 1I I III 11T 117 111 IIT 111 l I11111T11 111 III III III III III III III III III III TII III 1 T TIT T1T1111 111 III 111 1111111 III III VIII I LEGIBLE THALN, THIS NOTATJON , I �� I �3I I 41 I �I I I ICI I I I til I I QI I� l I �ol I I IT IS DUE TO THE QUALITY OF V / O THE ORIGINAL DOCUMENT , �IIIIIIIIIII IIII IIII IIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIIIIIIIIIIII Nom IIIIIIIIII TTT II IIII IIIIIIII II �•�� 1 ,}n-'��,',`, 1`^!rl"„hJ�.}! . r/V// / r//�r/yyy�(st IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII IIII IIII IIIIIIIII �IIIIII!ilellllllll 1911111111IIIIIII Isllllllll IIIIIIIII IIIItiJII I ?i 11 h6 ----� i -IPI CUIaht1S,1UN- ,� �,F-,yl,� r I 7 �" � 'y —�•1 r•- �f/,t. (.11lhl-0,A1I IM•U• I i,,l•�(� I I I r' ,I ' 1 MAI' II�t.All(►N _ •.!..•, piA'r ---- 1 �r. �7v Thor .CC•'f0� ��,� /...+ VMIlOrt1 A! I l I Tt �-'�_�� r• ,?-?w 0011♦US11Dn- '' i 7/R rtiA 1�+.•' . 'A •,�..� Alta CQMN I 1/1 OAI COMM ' ►/E 0A6 CONN '/a ply i trf PIS TMiAM0E1A1 f + s OWER 00"k ENTRY __.�T i i ttii,(Mw.,. rAut t/1 SIA M.. ,t a A arr »I 2� n/t0 Ar C9er4POU067AT ENTRY , ( �, Ita 1 Ee 1/4 TVR `bwl 1 atrn 77 tY+ :v« -•� 2; T-- p+�—�.�.-��.....-.� . _ . __Valli coNN I UkAIN +►IAI' /y r 1p I v v I I OG•t lUN �'' I t 22 11l le I 2 'd e ! i Il 1/2 ! 110E 1NlET r t�rrr.A.fv, 1)' 1',: 1 I/b t 1S I/,{ I SIDE INEE t d r_{ wwr•a.a..._.__—_--�`1 ffr,n.r r E �•fu, �'•tr.: Let ATynb• rbc• . .'n1TQw'A, )) � �+ � /j NOTES. Minimum return-air ononing And type; 1. For 800 cfm--16-in. round or 14-1/4 x 12-+n, rectangle A93023 2. For 1200 cfm--20-in. round or 14-112 x 19-+r: 1n. rectangle 3. For 1600 CfM-22-1n, round or 14-1/2 x 23-1/4 in. rectangle 4, For airflow rogulrements above 1800 cfm, use both side inlets, a wmbinatlon of 1 side inlet and the bottom, or the bottorn Only. DIMENSIONS (in.) r UNIT SIZE I A D E SHIP. WEIGHT 024040 15-7/8 1 E 149 L 036040 17-V215-7/8 16 15.2 036060 17-1/2 15-7/8 1 16 T-163 -; 048060 17-112 15-7/8 �16 166 ' 036080 17-1/2 15-7/8 _16 - 172 ter 048080 j 21.. ._ 19.3/8 18.1/2 1 175 .� 060080 1 21 10.318 + 18-1 1;2 _ I 197 �'. 048100 21 18-112 193 060100 1 — -21 - 19.3/x3 _ 18-1/2 196 _ :i 060120 24-112 1 22-718 22 228 �• nx'�R GONDENSAIk S IN. GIA PVC 1QnP >:uRNAGt VENT/EXHAUST nvcrr► •- �,a'.nI:E FURNAU 4 S'JL ?itOV - _ .. - t - - - - - - - - - - - - - `r - - - - ' t ; �'��._+ w r �I- _ - - _ - _ - - - - - - _ H r a I I I ' 1 .�•� �i 1 I I •[ '� = � r,h \ C IN. DIA S01 VIhW r:10N' VIM FNU VIEW =A0NT VIEW —e>~ 1'•;! UVrL°NI11(AfWNr,-Ow HnLI;A+'IT:J f -.._._- I B IN. GIA PVC INTAKE/COMOU5TION AIA :;161'x014 6174140', rl,JlJli 1)11�hl _- 'J OC 'DIMENSION MAY BE LENGTHENED BY USING FIELDC.OLA a Ifs I�.nllcnv SUPPLIED MATERIALS. SEE KIT INSTALLATION `'I I"`'"A ' TRAP►tL',iA+(� INSTRUCTICNS. AJ39a (--•. 1 . — tr►- DIMENSIONSilIvlr{xA,i1rJ r:r:�Uwh�N`(,�.,':rTri1t'�. AV N PART N0. I A ! 8 C DRAIN N114 KGAVT0501CVT . � 1,10111IM rs5'«pywi v3 1.'2 27-114 rI &• i 1 +,Iio w• KGAVT0601CV7 46.3/4 ;1 4-1 2 31.7/8 . WIRE TIE ,11'N►,J1i�1111 1 ri1)r,IA.I CONCENTRIC VENT r.or.l�i 'N t. I i u,1r�1 V+00 5't_1l. v'rw I TnAV BUP93-0329 CQNi�ENSATE TRAP .f 8950 SW Burnham St. 5 of,36 .� 4rl) —2— ' 11 ITrII 111111 lilt] IIIIIIIITl1ITlT � I III IJill I III iIIITI-11 111 Ill 1 l� 31 � 1 T1 LFGIBLF THAN THIS NUTATION 4 I (IF THIS DOCUMFNT IS LFSSTI 61 T� 1 111 111 11111 I 1 I I I I I I I II I I I R 0 1 IT IS DUE TO THE QUALITY OF — -- 1 L Gasl I THF ORIGINAL DOCUMFNT . No-36 �` ��•..�,"' 6Z 8Z LZ 9Z �Z �Z SZ L 9 Z IZ OZ 6I B1 LT 9T I QT iii Si ZT iT I 6 8 4 I �' S I Z Ta1u IIII IIII IIII Till IIII IIII IIII IIII IIII IIII IIII IIII IIII ilii IIII 11111111111111111111111111111111 I IIII IIII IIII IIIIIIIII ►�►I�i�� i��r�ii i�ii�ii�� iiii�iei I • IIII 1111 III i t��i �� t � iiliiii �iii��ii it�t�<<�i I��IIIIII IIIIIII�1 111111 � • Air GOnryipprinrl DELUXE 4-WAY MULTIPOISE 'we`0110" FIXED-CAPACITY GAS-FIRE=D Sizes 040 through 120 CONDENSING FURNACE Series A 3-Pass Primary Heat Exchangers—This design accelerates heat transfer and extracts heat that conventional heat ex- changers waste up the flue. The primary heat exchangers made ,;.,. . of aluminized steel for corrosion resistance. t.. " Flow-Through Secondary Heat Exchangers—Each cell is lamr nated with our patented Everlastic'" polypropylene for greater re. Sistance to corrosion This breakthrough in heating technology helps extend the lite of the furnace for years of trouble-tree Plus '1 90 performance. The heat exchangers positioned in the furnace r., I to extract additional heat fro. , the combustion products regard- " less of furnace orientation. Warranty—Limned Lifetime Warranty on the heat exchangers for the lifetime of the original owner in single family residence: 20 years in other residential and commercial applications. Contact your dealer for details. Three-year warranty on microprocessor control, hot Surface ignitor, and inducer motor, Monoport Inshot Burners—Produce precise air-to-gas mixture *s" which gives a clean burn. The large monopert on the inshot (or injection type) burners sel- dom, if ever, need cleaning. I <r° MlcroproCesaur Control Center—The printed•dreuit board and t ail internal wiring are factory .nstalled. Convenient terminals per- mit quick-connecting of a thermostat, a humidifier, .an air cleaner, t „ and air conditioning control oirc"nts. ' '- The control has adjustable blower off delay switches. As an added feature, the control has a built-in status indicator and self- test feature. The status indicator flashes to inaicdic s problem condition and assists the servicer in diagnosis. The component 4-WAV MULTIPOISE DELUXE GAS-FIRED test allows for a complete check of the control circuits in only CONDENSING FURNACE seconds. Utilizing the extensive resources available to Day&Night, a new Combustion Air and Ventilation—The 350MAV advanced de- standard of excellence has been achieved with the model 350MAV 4-Way Multipoise Furnace. sign allows Schedule 40PVC, PVC-DWV, SDR-21 PVC, SDR-26 The model 350MAV was designed around rea,uirements estab- PVC (not approved in Canada), ABS-DWV, or ABS-F626 Sched- ule 40 pipe to bring outdoor air into the furnace for combustion. fished by customer focus groups. The result is a unique 4-way The extracted heat lowers the temperature of the combustion multipoise condensing furnace with features like no other product products (typically below 115') to a point that PVC pipe can also in its class. The 350MAV builds on the many Day&Night suc- be used for venting combustion products outside the structure. cusses in the furnace industry and establishes a new standard for The combustion-air and vent pipes can terminate through a side all high-efficiency gas furnaces. wall or through the roof when using t of our approved vent termi- nation kits. FEATURES 4-Way Multipoise Design—Allows a 350MAV model to be in- Fully-Insulated Casing—Fail-faced insulation in the heat ex- changer section cuts the heat loss, and insulation in the blower stalled in an upflow, downflow, or horizontal orientation, Simple section reduces noise levels. The casing also has the required changes in the drain connections are all it takes to change to any openings for left- or right-side connection of gas, electric, drain of the 4 possible positions, and vent connections. The model 350MAV is available in 10 heatrairffow combinations arid, when combined with the 4-way design. allows for 40 differ- Certiflcatlons—The 350MAV units are A.G.A. and C.G.A design enc application types. certified for use with natural and propane gases. as wnu ns LAMA Sealed Combustion (Direct Vent) System—Enclosed burner efficiency rating certified. 1 he model 350MAV exceeds California l assembly isolates operating nose without the expense of sound minimum seasonal efficiency requirements by a wide margin. and deadening devices. The sealed combustion (direct vont) system meets the oxides of nitrogen (N0.) emission levels set by South baCoast and Bay Area Air Quality Management Districtsnngs outdoor air directly into the combustion chamber, cutting California.cold air infiltration into the structure and reducing heat loss. BU CalifoCalifo 29 8950 SW Burnham St. Form NO, PDS 350M.40. 1 D 6 of 36-?)*� IF THIS DOCUMENT IS LESS [TII ► III 11i1III 117II I1I II III II I Ill III IiT TIT lil lli 111 I f lil Til 111 III III III III I I III III ! li III I� I TI1 1� T 1 T T1 TIT ?11 T11 III III 1111111 III III IIII I III1 � � 1 � 11 � � 1 �II � >T I11 � �1 � 1 � � � I �i� LEGIBLE THAN THIS NOTATION , 4 � g101 11 7T IS DUE TO THE QUALITY OF — rlo.x THE ORIGINAL DOCUMENT , s IIII IIII�IIII IIII�IIII IIII IIII IIII IIII {III IIII IIII IIII IIII�IIII IIII IIII IIItI111111110111111111IIII�IIII IIII�IIII IIII111AjIIIIIIIIIIII Inl�uli nu�il�iui�uji illlllnl nn�llll Iglllllnl eu�lul Ln�nn 9n�nn 9n�lin ;n�nn sn�nn �u�nn nnliJu SPECIFICATIONS SIZE o34040 036040 034060 1144040 ' 036080 045010 ' 060090 048100 010100 Oe012C PERFORMANCEFiATINGS AND riout Blur, _ -- _-Io 1)00 �- 40 nub UO U00 +)O.u00 i 30,000 lu.000 ` 60.00 1.00.000 100 004 t 1. eco p I 1'1f)nWPatheo?Go , i o it !x_'40 j, izc)U �� d00 55 800 "3 400 - 74.4(10 93_000 )3.001- '1 T 11.600 t�IIIDUi L3 dt�lr .'4 4QQ 1flIC`�1 ►'viN,ve(!nIIi(v ;nil ; (;;; 1 ►7 1—`—?-- r I t•� )�0 92 U 1,120 92.0 92 U ')2 0 067 87 9 1 0 6 A7 1 87 1) 876 •j_._ 860 "1 lernriCd 7i n'UCrittUrC R,-3o Pall.;r_' _ 90-uU 1y,-45._1. J0 hf1 10-5u 40-70 30 61.) �U-�0 �0-?0 I 30-w sQ-'ll :0►'ItigC1 t..te/r,al rteUC +'rOSSu/9 -•—_ _._. ,I. _..... —. _ ! 0.18 U 20 Q :0 0.20 .IU 112--- ^ -�-- ';,;,:,irr—r.;-�-_ ti 50 u5u- _ _J:0 1) 50 '-. 0.50 J 30 I 0.50 t} SU Q 511 0.50 A+r'Iuw i h11'' --- - -te�urq I~ '(►Q -• 1.101 1305 1380 t 145 285 1950 190 1105 1650 _ {:clohrG 900 .1_ ?5Q 1250 1545 T- 1190 515 j 1910 1550 +935 2060 Jnits Volts-Hertz—Nnase t 5-5U-1 _ ►�ltnimiint wirPl liv , - --�a j 1a 1 _1.a .... 1° 14 ►� 4 12 �- 1a 1_ '2_ 1; Max+mum Wire �ergm rrtltt 51 _ 38 38 29 04 2g JS 27 a5 L_3'2, 1rlaxrmum Llm1 Amp;. ...- --... ... _.... 1 .. . ..9.7 ... 1- 9 T '2.7 ) 5 11 1 I 16 1 13 3 i)ppril:n� '�g11tIQ0 Rpn(1r,► Min..• Maxi; M imrim Fn r Cki Akr Ain - 1 ---1 --'-- r. t 1 i .0 5 ax sc�S ro o t�'• � � � 5 'l5 y ' ', --- - .- trariFfnrrr►gr:lav, <.)VA -- -- -- Gxlarral Co-vul HeArir 12VA - Power Availaule .unh,•r1 I 21 VA Air C;rn,lriinr,nrl Dinwnr Relay titaixtnrtf Lim,! Control SPST __— Hp,,yin0 Bk)wer Conirol i0if Deir,yl - �- Solectat�lc 90. '35. 1 BU. or ':)25 second; _ Burners(Monoport) _..-.. . . . __ . - 3.. . ,_.-• 1 4 �'-- a 5 y�•r 5 ..°_ Gas Cc nnoc!ion Size 1;2--n NPT GAS CONTROLS bas Valve(Redundant) "Jlon,rfec'.irt r ,__ --_. ._�. . -• Nnrte Rodgers _-``_ 'Ain Inlet Pressl,ro t n wG . ; 4.5(Natural Lia6l_ _ ..--_.._..__.. .. . . ••_-_ 13 6(Natural ryas, ----- P,1iin Inlet Frossuro ;in *C, . _._...__.. ._. . - - --•"- Ignition Uey,ca plot Surface Ucroct• rivNlotOr HP--.Type(P,Cl 1J1 41 ' 9 14 34ao -_. _.... I 41tolotor =ill o 40 9 11 t APkA(Nominall--3j)*e0$ 1075-.) '075-4 Blower Wheel Oiarnetor x Wi(ttil 10 x 6 100 7 1 0 x 7 r 11 x 8 I 10 x 7 I 11 x 8_ 11 x 10 11 x 0 11 x 10 it x to F+iter Size-Permanent Wa0sole —_ I _ (1} 15 x 25�x t (;120 x 25 x ' 1.211.b x 25 K t r A1140 LISTED. r rO• Twinninfl Kit N+A 1KGATW0201H611 NIA KOATW0201HSI Side Filter Rack ;With WAshablo Fiita�h,,... .._... .-. .. -- ?------- - KOAFR0105ALl _ _ .,. Return Filter Plenum !With Washable r+Iters) • + K3ARP0101ALL - ..........__—_ �Downtlow Base KGASB0201ALL _ Reiurn-Air Puct Flange Kit KGARF01 10ALL(Used or tbWnfiow.)r Horzoillah _ Vent larminahon Ki-,(Bracket Only for 2 Pioef;l 2.in.••-K3AVT0101BRA 3•'n.-XGAVT0201BRA Concentric Vent Termination Kit fS iglu 1;xrtl 2-in..-KGAVT0501CVr 3-in -KGAVT0501CVT _ Side Wall Vent rermrnation Cover 2-In -KGAVT0301 OV 3-ir.-Kl3AVT0401C0V T Gds Convrrsivn Kit-.Nelural-to-Proosn_e KGANP20C1AL.1_ GAs Conversion K,t_Prupl+nN,lu-Naturbl T KGAPNI601 ALL - - •-- Gas input ratings are certified for elevations to 2000 ft. r;tr elevations above 2000 ft, reduce ratings 4 percent for each 1000 f t above sea level. In Canada, f rolvl 2000 to 4500 ft above sea level, derate the unit 10 perCent. t Capacity and AFUE in accordance with U.S. Goverprnpnt DOE test procedures. California Seasonal Efficiencies based on (:alifornia.specifleo orocedure5 t ICS—Isolated Combustion System. Air dollvory above 1800 cfm requtres that both SIdit a Guml)irlatlon of 1 side and bottom, or bottom only.of the furnace be uSQ0 for return air. A filter-5 required for each return-air supply. 1.t Lengo) shown is measured 1 way along wire path between tanit Fir d 5ervloo panel for maximum 2 percent v0)ltago drop. T$ Permissible voltage limits for proper furnace operation. Time-delay fuse Is recommended PSC—Permanent Split Capacitor vts+oAr MEETS DOE AESIDENTIAL CONSERVATION SERVICES rM fc44 PROGRAM STANDARDS, 1` 1 ,1 1 N Before. purchalstng this appliance, read important ami ,�,�o�„ energy ccst and efficiency information available ,kip from your rotdil0r. BUP93-0329 8950 SW Burnham St. 7of3� � - � IF THIS DOCUMENT IS LESS111111 111111 11111 I 111 .1111 I � I� I l IIIIlIlt1�>r�� rI ' ._..� �. .i._.._._Tl _.__ ..- 11 SII II1 III III I I III III III Ili 1� I Ill l � 1 1 1 T� T 1�l T�1 T�1 III lIi 1111111 11 � 1111 11111 1 1 ' I 1 I I I I l l 1 I LEGIBLE THAN THIS NOTATIQN , Z ( 4 8R IT IS DUE TO THE QUALI ` THE ORIGINAL DOCUMENT . _ No.96 ', ; ;�^ S 6Z 8Z LZ 9Z Z � L SZ Z TZ OZ 6i BT Li 9T 91 � i SI Zt ti T 6 8 L 9 I I) IIII IIII IIII IIII IIII III I IIII IIII III.IIIIII IIII IIII 11111 II I I III I �I�I IIII IIII I I II IIII Illi 11111 ll IIII IIII I III IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIllllliII IIIIIIIII IIIIIIIII I III �� 4IIIIIIIII �I►III+IIIIISIIIIIIIIIZ��II Ts1u>n� III111JI1 II III 11 I.:UMdUb I lUN-AIK AND VENT PIPING MAXIMUM ALLOWABLE PIPE LENGTH (FT) ALTITUDE ABOVE SEA I PIPE DIA NUMBER OF 90" ELBOWS LEVEL (F7) UNIT SIZETERMINATION TYPE (IN.) 1 2 1 3 11 a s s 040 2 pipe or 2-In. Concentric 1 5 ' 0 0 0 0 70 70 , 70 70 70 - _70 080 2 Pipe or 2-In, Concentric 1.1`2 _ 35 30 20 15 15 10 • •�., _ • - 2 70 � 70 70 70 70 70 V 1-112 10 5 0 0 0 - p 080 �:, ,- ,� ...`_.,.� ...�... 2 �r. or 2-In. Concentric � 65 g0 55 45 � 40 � 35 0 to 2000 2-112 70 70 70 70 70 70 _ �— . , 100 2 P'-pe pe or 2-In. Concentric 5 0 0 0 0 2.2112 65 60 50 45� 35 25 2 Pipe or 3-in. Concentric j 3 70 70 70 70 70 _ _, __ 7 G 120 _ 5 5 _ 0 a 0 2 Pipe or 3-In. Concentric 3 40 35� 30 15 ~5 p 3. 70 1 70 70 70 70 70 040 2 Pipe or 2-in Concentric 1 1-112 70 70 70 70 66 61 060 2 Pipe or 2-In, Conconn�c1-1/2 31 26 1 ,,.16 11 1 70 67 _ 66 61 _ 61 61 060 2 Pipe or 2-In. Concentric. �2. 58 53 ' 48 39--- 34 29 2001 to 300Q 2-112 70 70 70 70 70 70 100 ! 2 Pipo or 3-in, Concontric 2-112 58 53 44 39� 29 20 70 70 ��_70 70 70 70 120 2 Pipe or 3-In, Concentric 3 35 30 i 25 11 2 0 wmm J. 1 63 62 62 51 61 61 040 2 Pipo or 2-In. Concentric 1.112 70 70 67 66 i 61 56 060 2 Pipe or 2-In. Concentric 1-112 29 24 15 10 9 0 2 68 63 fit 57 57 56 080 2 pipe or 2•In. Concentric 2 55 50 45 36 31 26 3001 to 400a 2.112 70 I 70 + 70 4- 70 70 70 2.112 55 ... 50 41 100 2 Pipe or 3-In Concontric 361 26 17 } 3 70 70 1 70 70 1 70 70 1 120 2 Pipe or 3-In. Concentric 3 33 28 23 10 0 _ 0 3" 59 59 58 57 1 5756 U40 2 Pipe or 2-In, Concontric 1.1/2 70 67 J 62 _ fi2 57 i 52 060 2 Pipo or 2-in Concentric; 1-1_!2 27 w 22 13 8 1 0 2 64" 59 58 53 ! 52 J 52 080 2 Pipe or 2-In. Concentric `w _ 52 47 42 33 _�M_ 26 -- 23 4001 to 50001 ' - _ ! 2-1,12 _ 70 70 70 70 f 70 70 100 2 Pipe or 3-1n. Concentric �---•- 33 24 15 I 3 ---'_. . 70 70 70 70 70 70 3 31 2621 _8 0.... 0 1�'0 2 Pipe or 3-in. Concentric �.�._ 3' 56 55 54 s3-"—T 52 52 040 2 Pipo of, 2-1n. Concentric�1 1-112 68 63j �58 57 i 52 47 060 2 Pipe o► 2-In. Concentric �-1-1 r2 26 21 -12 7 6 0 _ f 2 60 55 ; 54 4g 48� 47 080 G Pipe or 2.In Concentric ._ 2 .- 4q ..44 �39 30 25 20 5001 !o bp00fi _ 2-112 70 7 - - 0 70 70 70 70 100 2 PipA or ;3-In Gancontric 2-1/2 49 _ 44 35 30 21 12 70�-- 70 70 70 71 70 120 2 Pipe or 3-►n Concsntnc; 29 24 _ 19 731. Oy 83 52 a0 49 48 47 040 2 Pipe or 2-In Coricentric 1-112 _64 _ ! 59 _ I 54 1. 53 48 43 060 2 Pipo or 2-In Gonccntric: - 1-1I? 24 19 10 r 5 - 0 -0 _ 57 522 . ��so -45 44 43 080 2 Pipo or 2-In. Goncentri : --- 2 46 41 J6 27 22 17 6001 to 70001 .. _. _... ..__ 2.1x2 70 70'.68 87 66 64 .. y 2-1/2 46 100 2 wipe or 3-In Concenlric: _ 41 1 _ 32 _ 27 18 10 . . . 3. _ 70 7—0 tab - 87 i .6A _. f,4 120 2 Pipe or 3-In. Concentric; 349 _ 22 17 5 0 Q -- 4A 47 45 44 _ 4,3 C3UP93-0329 8950 SW Burnham St. 8 of IF THIS DOCUMENT IS LFSS11 71111 �11111 { 1 [ Jill III ] II111111 1�jr1� 1 � 1 Il�t 111 I i X11 111 X11 111 III III III I I III III III l �� 1� 1 T�T ��. Y 1�1 T� 1 IIl IIS lllllli III III IIIiI 1 1 I 1 l I ! I I 1 'T' 1 I LEGIBLE THAN THIS NOTATION , 1 4 8 TO THE QUALITY OF -" No.36 IT IS DUE - " THE ORIGINAL DOCUMENT , — E 6Z 8Z LZ 9Z Z � Z SZ L IZ OZ 6t gT LT ZT TT i 6 9 L 9 + 9 �► S Z Toi�i>nr I II IIII IIII IIII till IIII IIII it II IIII IIIIIIIII Illilllli IIIIIIIII IIIIIIIII IIIIIIIII I II dill IIII Ilii IIII IIII IIII III IIII IIII IIII IIII IIII I IIII IIII Illi illi l) Ill IIIIII II II IIII IIII�IIII (IIIIIIII IIIIIIIII IIIIIIIII I I I I II1111J) Ill I ALTITUDE I ABOVE SEA PIPE DIA NUMBER OF 90' ELBOWS LEVEL (FTI UNIT SIZE TERMINATION TYPEt 2 3 q 04Q (IN'1 5 6 �.- 2 Pipe or 2-In Concentric 1.1/`. 1 60 55_-- _ 50 48 I 43 38 060 2 p f>e or 2•+n Concentric 22... _ I 17 I 8 0...--� Q --- 0 -- 1. 2 5:3 ; 48 46 _.. 41 40 38 f - - .. �...._. .. 7001 to 8000t a8o 12 Pipe or 2-in, Concentrir '�L -_ 3r ...32 ' 24 19 _�_________ 14 -11266 ! ti5 63 , - 62 - 00 59 100 2.112 42 :37 29 24 F_ 16 7 _ --_+ 2 Pipe or 3-In. Concentric ___�� -9 ._ -, -- [-- 3 ! bG 65 63 , 62 6 ,0 -�-_— 0 _59 1 12 Pipe or 3-In Concentric - 3 ~ '_ -_25 20.. . j_ i 5 0 0 U 30 46 44 [ 43 at 40 38 _.. . . .._ Dao _ 2 Pipe or 2-in, icontric I 1.112 1 55 50 I 45 44 39 34 060 2 pi 1 1 -2... 20 1,5 7 0... . O I pe or 2•�n Concentric 2 44 c9 �# ! a2 37 " ---� .._�—. 1 335--� 34 8001 to 9 U8Q J 2 pipe or 2-in Concentric — 39 r- 34 j 29, - 21 _ ' 16 11 OOOt i I 2-1 r2 f 62 _ 60 _ - - 58 56 _ _ 55 �3 -+•.J•+�.-- ••I 100 12 Pipe or 3-In Concontr,c 2-1 r -- 39 34 26 21 ��13_ 5w 3 62 , 60 58 _ 56 ! 55 53 120 3 23 1$ 13 () 2 Pipe or 3•In. Concentric � -�� .- � - , - � 0 . _ 3 43 41 ! 39 37 35 34 040 _ 2 Pine or 2•In. Concentric 1-112 51 46 41 39 34 29 060 � 2 pipe or 2-ln. Concentric 1.112 18 13 S,.� 0_. 0 ._ - - -- _ 2 _ a5 40 36 1 33 131— T, 29 9001 to f 080 12 Pipe or 2.In. Concentric 2 � 36 31 2t3 18 13 18 10.000 f . 2-112 57 55 53 7 � 5t a9 a 1002 Pipe or 3•In. Concent.- 1-- 2-1 36 31 23 18 10 2 57 3 •—- --,-- 55 i 53 51 49 _ 47 120 2 Pipe or 3-In. Concentric 3 21 16 11 0 0 l�0 3' i 39 37 35 _ 33 I 31 29 Wide radius elbow r Vont sizing for Canadian installations above 450() ft (1370 m) above sea level are subject to acceptance by the loC3I authorities having jurisdiction. NOTES: 1. Do rlpt use pipe size greater than those specibW in table or incomplete combustion, fiame disturbance, or flame sense lockout may occur. 2. Size both the combustlon-&r ind vent pipe independently, then use the larger diameter for both pipes. 3. Assume two 45" elbows equal one 900 elbow, long radius elbows are desiragle and may be required in some cases. 4. Elbows and pope Sections within the furnace casing and at the vent termination should not be included in vent length or elbow count. 5. The minimum pope length is 5 ft for all applications. BUP93-0329 8950 SW Burnham St. 9 ofd;, l IF THIS DOCIJMFNT IS LFSS - III II 11TT1111 II1 I I III I I I~�11r 1 1 III III ITT �� flClll I ! 11 ! lel 111 III 111 ' 111 III I I ' I I I III Ill I I1 ! I ! �� c � , � 1 ��r Thr 1j11��T 11 ! 111 1111111 I 1 I I I I ! ! F I 1 I 1AT � I 1 I I I I I I _ I l 1 l 1 1 1 L.,GI BLE THAN THIS NOTATION , � 1 �t _ � _ Q R �.1� _ 1 .1L TT IS D U F TO THF, QUALITY OF -- - --- --- -- C7 V No.36 *-�'��-�^ G4ser /(Of.�- THF ORIGINAL DOCUMENT . — � UE 6Z BZ LZ AZ Z �Z SZ L IZ ILII I! OZIIIIII 6i II11gTII LT 91 �Di fiT I 8t ZT TT T ! 6 8 L 9 4 f S Z I T ,i,lnr �Ii11 IIII IIII IIII IIII II11111" I IIII IIII ILII ILII IIII IIII IIII Illi ILII ILII IIII IIII IIII IIIIII IIII IIII�IIII IIII�IIII lillillll iililiiii ii r II II11 IIIII! II lii�l Ilil�llll Illlfl I i Ill III Ilii ii ili�ii (��lllll ��III�� ! II IIII�IIII it iii I � I III IIII(IIII IIIII�III . I We&—%9%8111%OTT- • to-*— ' WINTER DESIGN � MAXIMUM INSULATION THICKNESS (IN.)1 UNIT SIZE TEMP "IF I PIPE DIA (IN.) 0 3/8 1 1/2 3/4 1 20 2 :31 56 63 70 70 044040 arla 036040 I� a _4-----�__..._._ 164 �39 _ 47 _ ._ 54 '. -. _. -_ _ - 27 I 34 39 —�0 2 S 23 20 2 45 70 70 70 r 70 024060 dnc� 036060 U ? . .`J .... .51+ .. 58 7V .. . - 70 16 ...... 36 �-4 2 51 I 60 20 2-1/2 55 7U 70 I 70 70 036080, 048080, and ..-"----0 _.2.12 31 - Ii1 69 , .� 74+ _ 70- __20 _ 2.112 li 20 43 49 61 70 2U 3 61 70 1 70 1 70 I — 70 048100 and 060100 0 _. - 3 --- 33 65 T 70 Y 70 —20 _ 3 - 20 45 52 1 65 ^� 70 2G 3 70 70 70 70 70 060120 _ 0 y a0 _ .. _70 70 70 70 -20 ..-.- 3._ 26. .. 55 •- 64 70 70 Pipe length (h) specified for maximum vent pipe iengths Iocaied in unconditioned spaces. Vent pipes located in unconditioned space cannot exceed the total allowable prt,a length as specified in maximum allowaL*40 pipe !ergth taste. I Insulation thickness Oased on R value of 3.3 per ,n. This unit c.)mplies with CAN/CCA 2.3 M86, CAN/CSA C22.2 No. 0491 , CSA C22.2 No.3.1988 standards. This appliance is equipped only for altitudes 0 - 2,000 tt (0-610 m) for use with natural gas and propane. A conversion kit, supplied by the manufacturer, shall be used to convert to the alternate fuel or elevation. This direct-vent, forced-air furnace is for Indoor installaticlI in a building constructed on site. For installation in alcove or closet at minimum clearances from combustible material as shown below, minimum front clearance for service Is 30 inches. (762 mm). Upflo a furnace only: For installation on combustible flooring. Down flow furnace only: For installation on non-combustible floors only. For Installation on combustibie floors only when Installed on special base No. KGAS80201 ALL, Horizontal positlon: Line contac.-t is permissible only between lines formed by intersections of top and two sides of furnace jacket, and building joists, studs, or framing. This furnace ;s for use with schedule-40 PVC, PVC-DWV, or ASS-DWV pipe, and must not 1' be vented in common with other gas-fired appliances, Construction through which vent/a;r intake pipes may be installed Is maftum 24 inches (600 mm), minimum 3/4 inches 09 mm) thickness (including roofing materlals). Special venting system required. In Canada use certified venting system provided by furnace manufacturer. See Installation Instructions provided with, furnace. Flue gas temperature 131'F (55°C) vent pressure positive. MINIMUM CLEARANCE TO COMBUSTIBLE MATERIAL INCHES IOP 50ES RACK FHON1 VENT 1 0 0 3 0 uPF Lqw 1 U 1 o 1 3 QJ uawNrLow 3 1 Q J tionIZQNTA,. " Clearance stiuwn ir. for au rnlut ;uid Gu outlet end. BUP93-0329 8950 SW Burnham St. IO of 36 _ -/ C: I F THIS DOCUMENT I LESS LEGIBLE THAN THTC NOTATION , �fi � 11 iII 1�1 1 � i fI1 I I 111 1II--) jI 1 1 III III I 1T1 11� IIT II1 11 1 � T Tl TII III III III III I I III III 111 Ill 1 � 1 1� 1 1 � i 1 1 T T1 1 1 l I I I I 1 I I l l l l l l l l l I 1 I J I I 1 Ti�T T l l l l l l 1 1 1 1 I l l l l l 1 I 31 IT IS DUE TO THE QUALITY OF THEORIGINAL DOCUMENT . No.36 . "--:" E 6Z 8Z LZ 9Z Z �Z SZ G IZ OZ 6i 8T Li 91 Qi ti Si LT ti i 6 L 9 �Illl Illi IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII illi IIII IIII IIII IIII IIII IIII IIII Ilii IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII I 111[ IIII Illi IIII IIII III (IIII 111111111 111111111 III III IIIIIIIII IIIIlIIII�IIIIIIIII IIIIIIIII 111111 II IIIIIIIII II I III111111111111111111J11 ACCESSORIES « r i^t+rrv+ 1no; t. xtil 13 V16 � I RFTURN-AIR FLTER PLENUM' f f —'"' L '' •.�_ f jo I/JS SIDE i FILTER , . M r RACK' I - a]•� I li+ COMING la.� SIDE VIEW FRONT VIEW — 'Includes 2 tramed washable hitern. atlo+s9 y 'Includes a framed waShable filter AIR DELIVERY•—CFM' (WITH FILTER) UNIT i BLOWER _ EXTZANAL STATIC PRESSURE(in. wet SIZ MOTOR HP SPEED- 0.1 0.2 0_ j 0.4 L p•S 0.8 0.7 O,S 024pa0 V5 PSC Med Ni h 1085 1045 995 945 900 830 9 870 825 785 740 $95 545 I 775 865 Med-Low i 780 715 d75 630 575 510570 H19h 1505 1445 13 455 395 B6 1320 1250 1170 036040 L3 PSC Me()-High r 1415 1380 1295 1235 1170 1100 1010 1920 Med-Low 1270 1230 1170 1120 1050 985 Low 1 1080 1045 1005 968 915 855 785 80s High 1506 1445 1385 1320 1250 r70 1090 1005 036060 tis PSC MO4 High + 1415 1390 1295 1235 1170 1100 Mad-Low 7270 1230 1170 7120 1090 985 1010 920 a Low I 1080 1045 loos 985 '? H1 h 915 855 ?Ob 7805 pp 1700 7895 1840 1580 1545 1450 1380 1310 r7 04BO60 14 PSC Mad. I ( 1500 1465 1435 1365 1355 1300 1250 1185 ` M Low I 1325 1295 1266 1230 1190 1 50 1150 1050 1205 1170 1145 1110 1080 1D35 990 950 High 1485 1415 1340 1270 90 036080 1/3 PSC Med-High I 1400 1340 1285 7 1110 1010 930 1220 1125 1010 Mad-Low 1285 1220 1170 1116 050 975 950 a55 Low I 1140 1105 1050 1005 945 9W 610 675 800 715 048080 112 PSC M dl H1igh 1 1496 1455 1535 1575 1525 14x5 Mad-Low ; 1310 1260 1225 1370 n25 1095 j 8 1320 _ Low 1135 1105 1075 1040 995 955 9tQ 9�p Hlgh 2285 2185 2095 2010 1910 1610 T707 1580 080080 314 PSC Med•Low 20 0 2005 12,40 1 1770 1885 1705 1805 1575 I 1505 15811485 low 1 1585 1555 1520 1485 1425 1345 1270 13301200 Mian 1760 1705 1855 1810 7550 1450 1365 1300 048100 112 PSC Med.Lgw I 1470 1445 14t0 1370 1320 1270 1175 1115 Med•low 1255 1790 1175 1135 1090 I 1065 tpp5 955 Low 1110 _ 1075 1050 1030 985 955 895 840 060100 3M PSC Mal H19h 2036 ?985 170 ? -35 , 1855 1750 —1640- 920 1830 1950 675 1585 1480 Mad•Low 1750 1705 1655 1600 1515 1450 1380 7305 Law I 1410 _ 1395 1390 1385 335 1 1280 1215 1150 0o 345 204p 1995 1686 7720 080120 314 PSC Mediiigh I 7970 i9�ip0 3885 ?805 I 1735 1655 1565 1770 Med•Low 1705 7850 1600 1570 1505 1466 1390 1290 1225 requiredd for each return•eir supply, Air delivery eboe 1800 cfm requires that both sides,la combination of5 side and bottom, Or b0l 0m only of lthe furnace be used for velum air. A toter fo BUP93.032.9 8950 SW Burnham St. l l of36 IF THIS DOCUMENT I.S LESS I I it II1 I I III III IjT 1 III III I T�f�1 TI 111 I I TIITl11 TII III III 1111111 I I III III III III III 111 l � l 1 1 1�T 111 1j1 111 Ill Ill 1111111 III III IIIII 1 LEGIBLE THAN THIS NOTATION , I I �,� I '� I I 4I T T I �L I 16 11 I I I l }OI I ( l 11 ( I 1� IT IS DUE TO THE QUALITY OF No. THE ORIGINAL DOCUMENT . E 8Z 8Z LZ 9Z Z 6Z fiL �I III I II I III I I II I I III V I I I III V I I I II V I I I IIIA I I I I I I I II I I I III II I I III I8i I8I ILT 6T T 117111111111111111111 T 11111111611111 I l II I I 8I I II I I I I I8III L1III11gil IIII IITZIIIIIII O1111Z111 1III II8I '1111III4IiIIII1IIII IIIIIISIIII IIII II IT1111IIIIlII6X . I 9 I 9 I ► I S I Z I Tonus I II I I II II III I I I II I I I I IIII II II V I I I III I I I I II I I II I I I I I I I I I II>JII i ih DETAIL "A" 8345 To C.O. ON BONITA TO ISH 20 TO MH 18 LOOKING NORTH al's BONITA 0 C19:300DD+901-1500+ 12 II NO PARKING 8475 30ODD+1801-2.400 GUT OFF 2 RISERS -SIGN UGSLMI8-24 ---- 0 9 T31:1-63+T92:1-12+ 3 BELOW GROUND BONITA _ T31s76-213+T92:13-24+ • U rr--� 1 /� _ 6 5 xI+X2+x11+228-312 a V 2 PAVED oN oN - UGAE312-22DS 2-3.5 K.D. P ,� � I oCO Q N o h..� .f ''- \ �- "RAW r C19;1501-1700 26Z ;. �n :. 235 -- 2-40PVC cX L. (`/� / UGAE2--24 v wu UU ---J �r �� .� r mom -- G- �■ � �� -� - -. �� . - 3�,/ h 011:1-1800 ---j C15:20ODD+201- UGSSi8-26 SIDE ALK ` � UGOSLM6-224 C15:601-900 I`v�H2I f UGAE3-24 N m . r---, O C15:200DD+110:-1500+- L--- 30ODD+C19:1501-1700+1DODD C2:1-900 0 ,t,l LJ ,9 UGAE9-24 0 R! UGSLM9-24 _ �" 91511-0 + MAI LBOX S �' Oi O-��'00° pp PDODO S.W. BONITA R.D. , ,�,�s s>�e 20 � UGSS9-24 8 F. ,OM DRIVEWAY 2 - - 3 C19:3D0DD+-9D1-1500+ 4 SIDEWALK I0ODD+015:201-400+ 06:1-1800 i - -- C19:1801-2400-_-� UGSS18-2 5 6a 83RD UGSLMI8-24 ' 7 8a COURT cW"-2400«90000 UOMM.216 CII:I-1400+C15:601 9 10 1 COEASE ROD BOTH DUCTS UTILIZING 3.5 90+01:1401-1500- TOGS2 l.. I !I 12 L2I MH22 MI ANDREL BETWEEN MH 21 & MH 69 & MH21 5:+06 466TA 546-012'784 i PROVIDE WALL TO WALL MEASUREMENT. To MH 22 � 6 G2SIW12B HALL LVD & BONIT a RD. ' REV 1/29/92 JRG MH 2f m DETAIL "A„ � �1V n A 235 - C a ;�g6 1No 015.1501 2400 900DD GD 0 LA N , a, M 22 - MKF18-26 a, 2 3 1/2K.D. �,� F 00 HZI 527 G C LA 51+06 2 -r C- CI :500D•1551-1700S*W* BONITAMH2G G �� AL2-2qM RD. � w,��r 584 C15:250D•1126-1150 c� G; ,.-, 5: 01400 __ G"' *�7• J1/1 H 9 MH70 AE50-2q �' 1 C.' 5S9-24 i �— — — '— "- — — — — -- — — .�' — -- — --� 53+78 015:1501-2400+90000 Loo35 59+do 015:1501-2400+90000 UG 26Z W/w 557 ruG UG —MKF18-26 uG ---- MKF18 26 UG UG UG 614,. 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ONITA E/O HALL IGSo 01 a U C S L M 18-2 4 GENERAL TELEPHONE COMPANY OF 'TME NORTHWEST,INC. o um REV 12/20/91 J R G < <t s$CeANoE STATE — YG� ,-SM T76:25-32 z z TIGARD OREGON PLEASE CORRECT A VH DETAILS - AIR- _ M H w 1n w� WILE PLACE FEEDER CABLE:M-900 rn ac PER 02 - 21 - 94 FIELDAUDIT � � �°' SW BONITA ROAD I3t1P93-0329 `T �, o cLi o 8950 SW Burnham St. (1994) _ � ! � 1 ? of, ?,'1 I ORIGINAL M � _ ORDERRkNO. 5460:7FOOIBD ISCALE NONE TAX DIS . _ CHANGE AND REASON DATE DRAV ENG CHKD APPD AP(� NUMB RT 23-74 10F 5 IF THIS DOCUMENT IS LESSI rj III t i l IIT I I III III 111 T 1 III III I T 1 �T l i I �1 i lQ i 1 1 I 1 LEGIBLE THAN THIS NOTATION , — - _ - y- Tf �T 7 l 5 IT LS DUE TO THE QUALITY OF - THE ORIGINAL DOCUMENT . ---_ __ __ _ __ _ _ -- T- No.3e 0), -'.��" E 6T, Sti L � 9Z � ti F � TZ nZ Gt gT LT 9T QT bt � T yr ZT TT T 6 8 L a Q f► _ E Z T ��:�,e ! 1 I I I I ifll IJllllllJ I ' J IIJI�IiII lllilllll IIIIIIIII Ililllill l I II I' II IIIIIIIII I i' III III Illl II I I IIII IIIIIIII I I I I III II II ,II i I III III IIII I I II I Illll ,ill IIII 11111111111111 11111111111111111111 ! i IIII 1111 IIII Illi loll IIII 1111 I I III IIIIII►I Illtlllll IIIIIIII IIIIIIII III 111111 111111J11 . i i i Y I � AFj901-929+C224324-1325+ a AF:932-961+0220699-1700* < AFs%41-1100 NCC (25DD+C19:626-629+C22:1324-) k (1325+C19:623-661+C22:1699W) (1700+C19:664-775+25DD) c z ' UGAKF2-26 � Q AFs"-9249#C22432t1-1325+ C19:776-825+50DD 019:776-82515000 o z AF11932-961+C2�"tea 601 �- UGAKFI-26 IOAII-24 STUB �- m (C19:E01-629+C22:1324-1325+) ►- (C19:6:52-661+C22:1699-1700+) (09:601-IF>rl-[200GA F2562 �25) (019:66'#-775+12500) LKA& 2-24 1 O I0A13-?4 STLIP 019:2500+26-75+25DD Cp3rQI-2100+30000+ 0 UGAEI-STUB C19:1-100+25DD+126-400+375DD+ o � 61531501-2100+30000+ 019:26-75 Ca7>�901i 1800 o C13:1-100+25DD+126-400+ 776-850+50DD+C22:1201-1323+ r- u z 017 • 2UODG 601--850+5000+ � X40 UGAEF50-24 (C17a900DD 901--1800) C22:1201-2100 2DD+1326-1698+2DD+1701-2100UGSLMIB-24 UGAEIB-24 2 o (C17:900DD+901-1800) UGAE18-24 UGSLMI8-24 ti O 5 0 000 1 3 � Q � O 4 j — D 4 6 8 0 O d 2 © 4 2 2 4 6 8 L35 MH6 L35 MH5 MH74 82+01 MH73 78+72 019:1-100+25DD+126-400+ �---- :1201- - 884 1323+2DD+326$698+2DD+170?-2100 d5a1�01-2400+60000 5106TA 546 7876 5106TH 2815389 F9-24 UG2SIWI2A UGAEIB-24 UG2SIWI2A S.W. BONITA E/O S.P.R.R. T76:25-32 SWBONITA BONITA & 74TH T76t25-32 CPAM-2400+60000 YGD8-SMREV 12/20/91 JRG YGDS-SM REV 8/07/92 JRG IOAI TRANS STUB AIR AIR MH 73 MH 74 25 CG5a W-2400+ 90ODD+C22:1201-i323+2DD+ (C17:90ODD+901-1800) + C19:1-100+25DD+126-400+425DD+ 698+2DD+1701-2100 6��501-2100f 3Q�? _ -UGSLGSLMI8-24 UGSLMI8-24 AFA-12W CI73901-1800 _Zq (C17:90ODD+901-1800) 1 826 UGAE9 24 UGSLMI8-24 au TRANS STUB ' 2T 4 DETAIL IIAFII XCONN 1h 84+7 4072 dccj� 51-75 286-/4 BONITA RD VIVAREHOUSE o. Rci <d 015:210'-2400 ti �, 600©O S.W. BONITA �.D. 4 % MKF9-24 �i C15:1501-2100+30ODD+ witv , Q e 1 CIT:901-1$00 tio 2 (C/9f01.525) j (Cn:90ODD•90t-18C'OJ �'0 /1 02'\ 93 D'✓�HS MH6 82+881055 9000D-C221201-1323 I I. REROUTE EXISTING FENCE T eNz3 8x071 ¢ SAUCE ZP6'�2 2DD•1326-Is98.2DD- E 0 TO CO� B Ct9=79+0L L0035 cl9-s2+27 not-2100 BEHIND NEW RIGHT OF WAY AF=A1+36 I�tS•I %go + OOOD+ G UG- SLM18-24 UGQ SEYORK WITH CUSTOMER 624-5631 SEE -- �I -ISO � � U +' U G-S L.M 18-2 C/7: 0 -18 --U G I U G U G 019:1-140.2500.126- SHEET �.• SHEET U `-- - - - - -- ------ - � LIG UG UG UG AE9-24 2. PLACE NEW CP IN NEW RIGHT U U� 76:25- UG UG UG UG UGYGD8-SM��1G UG 4 ��' 2 OF 5 OF WA � 015:1501-2400+ ��fa� _ c19:zs-7s ,, , 017:901-1800 AF3 -1200 c g-!Oo225DD�126-40� 5 0-2 4 3.PEDtSTAL 18762 TO BE REMOVED, (cn:900DD-901-18001 B FIZ 24 ' 375D1?,776-850Y5oD0• LL0035 D {. 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I lir �� 1 �� ..._. DATR : I ++ I .r REVISED lillims - - 1 3Ut 93-0329 8950 SW BuMham NUMBER of 46- D ) >. 1! X Bt NIlIIrTED VN MO, mom OlrEA11MIN?• � • f LLE' ,. �' ' • r ' ` 1 r. ..� �r , .�, ' � :) •`� vy%'T1 r Y " m.. .. ......,.ow : -°ahfv, trflht �, ,.�' T .. . � `'?W7Y�P''��,urF��r'�� 9} �A-�c,;'�,`.. Vf^,�, :D''d,�J+�a�"l• M�;�at�JS`.f.. •��r. f1ir . rAcr .rh k r r.e h• .,,..,,,..r„r... :�1.-' M9.^. - s+. f ItA' .''d�.l'titdkCN�'+'u' ••' !'R.i''1 ..ruijt�i i+`"' �'f r.t''�i �' '�'.�'�:. cr. 1, JIV, x� • �,..... ..-.. :P1 .e�`Cd'�i'. f rs.�'^^.7th.-! VR'7`" rt r oq• ; �t+Y�rt.•c+tf�i0'f��L�Cp�1�?�i� „a�lkx±.��!MR.�MM1wue+�Ln. �<�� .N,�.e<<�t: IF THIS DOCUMENT I ,- LESS IIS � IIIIII 111IIII VIII I III III 1II I 1 ! Il III ITT TM-1111-1 I_1 111 1 T111 111 111 fIII 111I III III1 1 I IIII III III I II1 11I1T11 1 l � T T1T 1� 1� 1 �1 III II1 Illllll 111 III VIII I i I I i I A I � 1 � 11l 1 I I LEGIBLE THAN THIS NOTATION , Z `} � _ 8 � l O 1 1, Z IT IS DUN, TO THE QUALITY OF ---- — - �� ho THF ORIGINAL DOCUMENT , ____ ____. _ __ _ _ _ _ ____ No.36 �`��. E 6Z SZ L7 9Z QZ fiZ FZ Z TZ OZ 6T BI LT i 91 T � T FT ZT TT i 6 8 L _ 9 Q fi 9 Z I I I11111111111191 �I I II III► I III I II! illi IIII IIIl�IIII I I ! I I!I I Ill II I I I I.! II.I 1111 I!I) IIII Ilii I I=! IIII IIII II II III�IIII IIIIIIIII IIIIIIIII IIII III ! I I I IIII IIII IIII IIII IIII II IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII (Ililllil IIIIIIiI. IIIIIIIII�1IIilllfl illililil IIIIIIIII I illliJll -- Keynotes Q��.. BIKE RACK 2. HANDICAP SIGNAGE - SEE 5/A4.2 AND 6/A4.2 3. CONCRETE WALK mmREN DESIGN Gitoup,pC. ------- 4. PEDESTRIAN ACCESSWAY ffUIRIED) 5. ACCESSABLE RAMP ARCWrBCTL1R8 @ SPAU PLAJ*jING S- W. 13LJr'_n_h'd;�K- ,Sfr e"'6T .......... T 6. WHEEL STOP 11830 SW KerrParkway,Smi V5 7. HALF STREET IMPROVEMENT, SEE CIVIL SHEETS LA"0115"11111%Or"M 97M 7 B. ON-GRADE SIDEWALK I"244-M 0. TRASH ENCLOSURE, CHAIN LINK FENCE WITH REDWOOD SLATS ........... .. ........ ......... PP ------- .Nra .0 PP'4 ra'Q 16.01' ,. 4. ;X1 .......... ......... W - Le end ............ 7--4 1/2""J 0 STREET DEDICATION 3-0 15'-11_1 2" 9��6 EASEMENT V) �D ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ... . . . . . .. . .. . . . .. . . ... . . . . . I . . . . . . . .. CONCRETE WALK . . . . . . . . . . . . . . . . . . . . . ... ... ... . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . /II rl COMPACT COMPACT COMPACT OOMPACI 0 APACT COMPACT CMWACT COMPACT COMPACT 34'-0" 5'-0' 4 1-711701- 10 43'-0" 14P00 361-0. 91-0." 45'-0" 7'-2p r 2-'\ 4 3 A4,2 A4.2 Owner. 4.2 S 45*45'04"E 50.00' Overflow Co IM, Corporation V EXISTING N 2 EXISTING Co a) 1 16, MINI STORAGE 00 COMMERCIAL USE 30 0i en / C6 M SW Burnham 04 . . . LID 04 FFIC� r T*arcL Oregon . . . . . . . . . . . . . . . . . .................................................. . . . . . . . . . . . . .................... ........ ......... Proct 0 Fcr on' r-CRANK' 1vD. P See litzzr to:Fc I.. . ................................................I IU�a41ding Att-ar .. ................................... V) /% T11 V) Job Address: Alemodel V V / :. 8950 SW Burnham 210 TVard, Oregon \ ��o, _ I sw S1 OAK ST jaih Sheet Tftle: &L HD 29 _SW N. DAKOTA ST Site Plan 45* PARK 217 fi S 45-450040'C30 0 9 OUT 0 C 0 N 45*45'04#1W 124.62' --------- ,16.0.1 S7 99 3W VIMM CITY PROPERTY -37 42'-3" 60'-40 37'-11 112" AREA OF SITE SW TECH ,Revit" OR 0 McDONALD ST WAY Site Plan S*SONITA OW 15 I"=20.0' LEGAL DESCRIPTION: Lot 5. "Burnham Tract", NE 1/4 Section 2, T 2 S, R 1 W, W.M., City of Tigord, Washington County, Oregon Tax Lots 2400, 2500, 2600 SITEDATA: SW DURHAM RD AREA: XCOVERAGE: X COVERAGE ALLOWED: SITE 36,131.19 SF (.83 A) N.A. N.A. MILDREN DESIGN GRP, P.C., 1993, ALL RIGHTS RESERVED Zj IMPERVIOUS AREA THESE DRAWINGS ARE THE PROPERTY OF MIL.DREN DESIGN GROUP, P.C., AND ARE BUILDING AREA (FOOTPRINT): 5,812.11 SF 16.IX NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PAVING AREA: 21,556.83 SF 59.77. PERMISSION OF MIWREN DESIGN GROUP, P.C. TOTAL IMPERVIOUS AREA: 27,368.94 _§F 75.79 853 Date: 30 WOW 1993 AREA: X COVERAGE: X COVERAGE REQUIRED: Drawn by: Checked by:LANDSCAPING 8,762.25 SF 24.29E 15% Vicinity Plan WEM no scale # SPACES PROVIDED: SPACES REQUIRED: Job Number. 93018 PARKING Sheet STANDARD: 25 35 COMPACT: 9 HANDICAP: 2 13UP93-0329 TOTAL SPACES PROVIDED: 36 Building Permit Set October 1993 SD I 8950 SW Burnham St. 10 o1'!6 IF THIS DOCUMFNT IS LFSS III ,II III III Ili 111 LFGTBLF THAN THIS NOTATION, 4 6 7L �0 N,.36 III III I I III III III III III 111 I l i �� IL 1 IT IS DUF TO THF QUALITY OF �ir I I - - — Pu GUS THF ORIGTNAL DOCUMFNT. A C z 8Z LZ 9Z I Z, 0 8 LT 91 91 1 M _ 11711111 11 , 1111171 '11 1 11 11116 IT 1111 IIIIIIJ jj� 1111 flill 41111111111111�11�111 11 7 9 Harper Righellis , Inc N G I N E E q y EROSION CONTROL E BIEOSY YAfMW AVENUE, SUITE L0. PORT , 01 irl,p TEMPORARY EROSION CONTROL: PERMANENT EROSION ( NTROL: (sm) 1A 1314 THE CONSTRUCTION NOTES AND DETAILS SHOWN ON THIS PLAN REFLECT RECOMMENDED TEMPORARY EROSION CONTROL MEIHOnS MUST REMAIN AND BE MAINTAINED UNTIL PERMANENT PROCEDURES AS PER WASHINGTON COUNTY ER0510N CONTROL PLANS EROSION CONTROL METHODS ARE IN PLACE AND OPERATIONAL. TECHNICAL GUIDANCE BOOK, JANUARY 1091, OR ITS SUCCESSOR VEGETATION ON ALL EMBANKMENTS AND DISTURBED AREAS SHOULD Of RE-ESTABLISHED AS SOON IT /S THE INTENT OF THESE PLANS TO SNOW POSSIBLE APPLICATIONS OF RECOMMENDED AS CONSTRUCTION IS COMPLETED. PROCEDURES /N THE EVENT THAT EROSION CONTROL /S NEEDED. ALL RECOMMENDED PROCEDURES ARE DEPENDENT ON CONSTRUCTION METHODS, STAGING, SITE CONDITIONS, ADDITIONAL INTERIM MEASURES WILL INL IDE, AT A MINIMUM, INSTALLATION OF HAY BALE WEATHER, AND SCHEDULING THE PROCEDURES SHOWN ON THE PLANS ARE NOT INTENDED TO SEDIMENT BARRIERS OR SILT FENCES AS PER DETAIL SHOWN ON THE SHEET THESE MEASURES Of INCLUSIVE OF ALL THE PROTECTION REQUIRED IN AN AREA AT A PARTICULAR INSTANT. WILL BE INSTALLED ALONG ALL EXPOSED EMBANKMENT AND CUT SLOPES TO PREVENT SEDIMENT NOTE. SEE ACHITECTURE PLANS FOR [ THEY SHOULD BE USED AS A GUIDELINE ONLY. TRANSPORT NOTE. SEE SHEET CZ FOR HALF-F- AL TfRNAI/VE METHODS OF EROSION CONTROL MAY BE USED IF THEY ARE APPROVED BY THE DEMOL I TION PLAN, DIMENSION L EN61NEIR AND MEET THE SCS. UNIVERSAL SOIL LOSS EQUATION CRITERIA. PLAN AND SITE PLAN. STREET IMPROVEMENT PLAN. THE CONTRACTOR IS RESPONSIBLE FOR CONTROL Of SEDIMENT TRANSPORT WITHIN PROJECT LIMITS DURING CONSTRUCTION. IF AN INSTALLED EROSION CONTROL SYSTCM DOES NOT ADEQUATELY CONTAIN SEDIMENT ON SITE, THEN THE EROSION CONTROL MEASURES MUST BE FIELD ADJUSTED BY THE CONTRACTOR AS NECESSARY dFV DRKVAY I I \ I - py--_ _ Ee • _- _-. Lam-+__--_�_____________ CRB - ___--- -_---_ / u — �s----- ---------- � L--t-----=---- ----- /�NHAM STREET ,, ew rsasr ------T�- - ------J w� "'F--- —� R 1 N 0 0 AV SG 1 NOFEsf/ S. — y O ---- I' CONSTRUCTION ENTRANCE. SEE \ a•� gZg3 �q DETAIL, SHEET (3 5OREGON `m ------------------ PP {. ! ( =-. 1Y -_ -' _ _ T'T+•p: --- -------- I _" INTO XISIING --- -- - �' ✓ \ 1 9 1O I �- I _SLDEyALX ANO IURB 1 V� t ( l to e%PUM: 12/31/93 k viii i OR'wr _„may F•:1 -�s Y yW.p �. - —_Y. CONL. WALK R ' _ Owner: L I a Iu a { . Overf low ( 6 a Is I I Corporation to\ C1 I ISSSS SCALE, 1" = 10' twit 5. el V 11 ^ 55. 88igard,9 W�Burnham ILI regon b � SCALE. 1" = 10' sL— C 41 Protect: �UAIli ng IZA I b Remodel to 13AM HAil :rte S ISA ly rsroNi114. 153 1s n (S V LEGEND ll � - -154—EXISTING CONTOURam 1 I —156—PROPOSED CONTOUR by �. `` I��S 8950 SW Burnham ■ PROPOSED CATCH BASINbb `I' Al CI T Tigard, Oregon S b , EXISTIN G '' EXISTING ❑ EXISTING CATCH BASIN I F.F. 611A/- + 1 FINISH GRADE �(,t• ,5 Sheet Title-. (PAVEMENT ElEVI ANY, �.......'•�� Grading/ 5� b Drainage a1<llC� 4� ( ��T--��LLf11}�IYML1 SEE SHEET C3 FOR A.C. '� � I 0 I IIIII:"TM —R I ,� ttL---__-..JJJLLLaaaWWW PAVEMENT STRUCTURAL SECT/ON. S 1111•- _BTI ,51 I5 .00 'J, ]Erosion Control Plan 115205 .12" 1" RpAINER ORA _ ,W 152.81 bb GRAVEL NO WIRE M Revisions: �5 INLET PROTECTION, S 153 DETAIL, SHEET C3. —_H N5 ISI EROSION CONTROL SEDIMENT FENCE SEE M DETAIL, SHEET C3. lsA �o PP, GRADING PLAN EROSION CONTROL PLAN Date 9/90/99 Drawn by: Checked by: KKV DM Job Number: he"I `heel of: BUP93-0329 8950 SW BUM118M St. 17 of 36 11 r,�/�e' I -`� IF THIS DOCUMENT IS LFSc IT II IIIII I 1111 III III I I III -I I I III ill ITT Ii1 Ill Ili IIIII 1T1111 I III III III IIyI III III III IbI III 111 III I 1111 111 III{I I}I� III III III III (III{I}hI --- -- - -- LEGIBLE THAN THIS NOTATION, PQ I IT IS DUE TO THP. QUALITY OF 1-N I GUST / THP. DRi GINP.L DOCUMENT, rax e'.uTeT..' [ /"A I IIIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�II I IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII illl�lBl nl�llli inl�nn nu�uu lin�ull IIII�IIII IIII�IIII IIII�IIII�IIIIIII •IIIIIII ulllin nu�nn uH�nn 16111IIHI III�NII ifXIS11NG CATCN BASIN RIM U. 156.69 - J SBA1UIN AFW0" D.I.P. - INV. IN 154.10 10' (S) I l r p e r i h e 11 Y s , Inc . -� g \\ E N O 1 N E E R 5 6720 SW WCAAAM AVEm1E SUrTE M. P0ML#*O. OR 67219 (503) 244-4312 FAX (503) 244-4576 /INV. El. 147.85 EXISTIN6 SANITARY INV. EL. 154.11 PROPOSED STORM EXISTING CEN TERLINE T �__------- �`--_ ---- ----------------.- T __ )GTE BURIED) G � ------- ) , SCALE: 1" = 20. -" ------ ----_ _, -_ _ _-- 0:�a - - -- W. B URNHA M S TREE T 0. o- 12 1/ 1' 22' 10' 8_ 1.00 _ EXISTING EDGE 6 = --S W B URNHA M S TREE" j Of PAVEMENT EXIS TING EDGE d ' - Of PA VEMENT SAN MH / --- - RIM 155.99 i •------------------ --------------------- lE 147.07 IN E.) � �' - -- �- � � IN _G i '-- IE 146.94 OUT W.) J Wv T -T- �?RIEO - - - G=S_ ;,. --- __- S 2 T -" -----.�.�...T , N / 7 -S ----- - _ ,-T - - S -- 8 -�_� S PRO 0 S - F E 6 s -_ s S G Ne -s o t k- -j v w � w _ --- -$"._ W 18 28 t- W _ I QR'WY ae r' W-- I WM 5 _ 2A, ---- E� WrV 12" 10 4 3 t y-- __ --- PP WM� I f -_ OREGON a O N � r� 9 W V Fc I . r ----- -..--____-�--_� I I ------------------- - I I m rn FN ,NfEL ,S. WM I ( I --- 1--1 FH Wv - - - ' ___--- - - � EXPIRES: 12/31/03 _ 111 - I CONS TRUC TION NO TES I f R.O.W. R.0.W RT I �` ' S_o Overflow STORM DRAINAGE O SA EXISTING A.C. PAVEMENT, CONC. ETC. AND REMOVE. - r I I _ O STA. 0+00, 22' RIGHT, BEGIN CURB AND SIDEWALK CONST UCTION • ill ___ 10 INSTALL LYNCH CATCH BASIN - SEE DRAINAGE DATA, THIS SHEET Cor �'a$flon lull-- 5 21 8' CONSTRUCT CONCRETE CURB PER WASH/NuTON COUNTY STANDARD 10'+ 1 y� ?� INSTALL 6 ' CLEANOUT. SEE DRAINAGE DATA, THIS SHEET. ` I PLAN CS-301. SEE DETAIL SHEET C3. F ----- ---4 I ' ' I + ( O CONSTRUCT CONCRETE SIDEWALK PER WASHINGTON COUNTY STANDARD 2X 2 0 INSTALL CONCRETE STORM SEWER PIPE. SEE DRAINAGE DATA, THIS ` PLAN CS-305, SEE DETAIL SHEET C3. • -.. ~"- �, SHEET. OS CENTERLINE STA. 0+23, 12' RIGHT, CONSTRUCT COMMERCIAL DRIVEWAY I OR MO AT I PER WASHINGTON COUNTY STANDARD PLAN DW-201. SEE DETAIL SAWCUT EXISTING E VE C CH BASIN FRAME AND GRATE AND INSTALL MANHOLE FRAME 1 SHEET C3. PAVEMENT AND COVER. SEE DETAIL, SHEET C3. 8950 SW Burnham I I I I O NEW A.C. PAVEMENT SECTION PER DETAIL. �� STANDARD CONCRETE SIDEWALK _ (SEE DE TA/L SHEE T)r--� SCALE.• 1" = 10' 'j'�d Oregon I ---- ----- - - I O STA. 1+40.8 +/-, 22' RIGHT, MATCH EXISTING CURB AND SIDEWALK 2" - CL ASS "C" ASPHAL )' CONCRETE CONSTRUCTION �' STANDARD CURB IPP WATER . ' - CLASS ''8" ASPHALT CONCRETE x OU RELOCATE POWER POLE WITH STREET LIGHT AS SHOWN 3"' OF 3/4" (M/NUSI CRUSHED ROCK (SEE DETAIL SHEET) INSTALL 135 L.F. OF 2" P.V.C. WATERLINE. CONNECT TO EX.'ST/NG 1?" OF 1 1/2" (MINUS) CRUSHED ROCK 1 ------ ---- , WATERLINE AT EXISTING METER ON S.W. BURNHAM STREET AND VALVE Project: O REL OCA TE WA TER METER AS SHOWN AT BUILDING. FIELD VERIFY BUILDING CONNECTION LOCATION S. W. BURNHAM HALF-STREET CROSS SECTION I I I 10 REMOVE EXISTING WATER METER 13uilding = _ _ --------------- ___ C REMOVE EXISTING WATER METER AND BOX AND ABANDON SERVICE LATERAL N.T S. 1 __ _ (BY OTHFRSL CONTRACTOR TO COORDINATE W/UTILITY. ' ' 11 STA. 0+01.00, 22' RT., INSTAL: STANDARD CATCH BASIN AS PER ► _ emodel __� - I WASH. COUNTY STD. DRAWING ISO. D-100. 2 C.0.' NO. 2 I ; t - RIM EL. 155.76, I.E. 154.26 10" )L T (NI C.B. N . 1 POWER AND GAS ' II 1 10 11 INSTALL 39 LF. 10" D.LP 5_0.004 I 1' 7 RELOCATE EXISTING POWER POLE (BY OTHERSI. CONTRACTOR TO COORDINATE. S. W. BURNHAM HALF-STREET IMPRO VEMEN T yy� REMOVE EXISTING POWER POLE. ll - ( � �B 2 �^ 0 INSTALL TRANSFORMER PAC. 8950 SW Bi1Tnharn �-= \--mT02.MPIPETigard, Oregon � S'TORM PIPE 4 �, � GM 10 INSTALL. ELECTRICAL VAULT. ;10" x 10� YE 8" x 1 YE \` " 11 INSTALL 4" P.V.C. ELECTRICAL CONDUIT. ; .E 151.18 ( "1 \} I.E. 151.35 18"1 Sheet Title: r I.E. 151.27 (10") 12 INSTALL 2" P.V.C. ELECTRICAL CONDUIT. 13 INSTALL CARSON BOX OVER EXISTING UNDERGROUND WIRE UtilityIlan � S L�RM�PE N0. 1 11 � 160 ---___----_-_ ----------------------------- - __---- --- -----_.------�., -__-:_----_ ------- --- .�-._ 160 an1lal• r _ -- - I -- T^i DRAINAGE DA TA I II1A p Ha'f-Street n„ CATCH BASIN NO. RIM EL. I.E. EL. PIPE SIZE ' (iW tittit EXISTING L C.B. NO. 1 153.40 151.50 8" OUT ►;W Z _ ( F.F. 154.27 ./- 9 __ -_ - -- �,o - - _ - Ernprovement r C.B. NO. 2 153.40 151.40 8" OUT t� �►- _ r _ X/SVN� �RAOf �4+ Plan \�• !1 r ►� �i T C N E L!.Nf 3 o ( U x C.B. NO. 3 1.52.10 150?7 B' OUT (FIELD VERIFY) m Qc Q o EXIS TING C.B. 153.00 150.81 (EXl Existing 3 V) Q'9.-_- - _---�- _H W ,� i �✓ (MODIFIED W/ (F/EL D VER/f Y) 158 4 m •v -- --- fir--- 158 1.E. 150.97 (10")` 0 ca A 1 TOP F CURB - tp RevistOna \ 1.F.. 150.89 (12'7 �` M.N. LI01 oQ ^N Hoa �2 �; k, \' _ - c T o -f _-_ - - - - �" `" 10,106193 REVISIONS PER __ ------------ - CITY Of TIGARD. 2 ' ,�'IORM PIPE N0, 1 3 .Z � Q .� Q� Q� __ `► CLEANOUT NO. I.E. EL.- NIM EL. U1a�++o -- - `-- I ; C.0. NO. 1 150.90 153.2 +/- - -- 0.71 Y. - -I I CB 11 C.D. N0. 1 151.29 1535 +/- ---- - - - - - -- - - - --- • � RIM 152.el � J �r 1_ IE 150.51 / __ _ r ---------� I C.B. N__--ll " - - 156 - -- -- - ,r - --------__-_-. - _.._ _.V ------- - - ----- ------ - - - I 156 STORM SEWER PIP£ DIA. LENGTH SLOPE EXIS TING GRADE 4 - --- A T FL 0 LINE �� STORM PlP£LV�� STM. PIPE NO, 1 11'" 28 L.F. 0.0030 CONNECT TO EXISTING STORM ► 3 FIELD VERIFY STM. PIPE NO. 2 10" 108 L.F. 0.0030 STM. PIPE NO. 3 10" 79 L.F. 0.0030 _ _ _ �z___ __-- ----- - ---- -- ----- - -_�_ -.--- 1 1 _ PROP SED GRACE A T FL WL INE ( I PP _ STM. PIPE NO. 4 10" 6 L.F. 0.0200 JCAU- I"-10' HORN'. STM. PIPE NO. 5 10" d L.F. VERIfY� 1"= 1' VER T. - - 1 154 ______ __._._..._..__----_-__- __- ------ ------------- ---_._�T.-----_.._ . -- ---- -- -- - . _ - -- ..- -_ - _.----_ -- ------ --- ---_--- - -- _ - _-_ 154 Date. 9/34/93 U TIL I T Y PLAN 0+00 p+SO 1+00 1+40 Drawn by: Checked by: S. W. BURNHAM STREET HALF-STREET PROFILE KKV DSH Job Number. j1� L-p 1 Sheet of: HUI'93-0329 8950 S W I3Urnham St, I8 ofa{ . s.w..M..et-en,. "w. ;:,N�. §7Y•iwrw.....�...r.-..,-.-o....+rbB .:Yrs.. .. - �e�rs s,.:.,.:...... ,4,.. �1K,�C. ww-M-r-^a+w.+wcu,.,..,. .. ....,r-m-.-...*nnr�..--.nw,r-_-�._-.-m.=nv...w:....M.-,..-.-. ._...- ......,. _ w 1F THIS DOCUMFNT 1S LFSS 7�rIiIrllllllilllll ! IIIIIj ! illllji hili I ilillli 1111111 Illlill 11111 11111111 1lillli Ililili IIiII I � Ilill�l !11�T1� 1111 1 T�TlT�1 LFG181,F THAi1 THIS NOTATION, 1� I 4 I _ v I ��--- I I ��--- IT Ic DUF TO THF QUALITY OF -- -- - - ---"- --- t f THF ORIGINAL DOCUMENT, No.3e +IIII8iZ L11 7 9�L 9�Z 'bIT £1L dL I T�Z T 81 Rr I L T 19�1911 I ib t I E i I Z T I �t I t I �8 R I -1 11-1111 I �9 I g T Iullm IIIIIIIIIIIIIIIIIIIIII!1111)) LIIIIIII IIIIIIII IIIIIIII IIIIIIII III )III IIIIIIII IIIIIIIIIIIIIIIII )III )III III) )III III )III )III )III )III )III )III )III )III )III 1111 )III )III IIIIIIIII )III Illi !ill )III )III ilil III1 �1u,ll � II Harper Fit TER FABRIC MATERIAL i36" WIDE kOLLSI, HarUSE STAPLES OR WIRE RINGS TO ATTACH TO FABRIC WIRE. Righellis , Inc .l 5 2" X 2" WIRE FABRIC (14 GA.), g y O I N E E R OR APPROVED EQUAL. WIRE FABRIC --- -- 6720 SW MACADAM AVENUE, SUITE 280. PORTLAND, OR 97219 (SOS) 244-4312 FAX (SOS) 244-4578 SEE ND TE Q {'♦ i' 10 GA. A/W LINE FILTER FABRIC MESH _ -SEE NOTE 1 o A cV POST p I~�- MlAI. 3'AC IN Z LIF r:)- --- h I jS1lE s s�ov elf-TAP OITIONAL I STREET AREAS I OUT OF STREET AREAS I ANHOLf OR O I,p�I SID['WALK I '.,TALI CUT o sl LDCATIOw rxlalNe I � CATCH AASIN BURY BOTTOM-�\ �' COMTRAMON JOINT SECTION RESURFACING % / / j i PIPf r0 PIPE SEE NOTE 0 OF FABRIC IN \ t B l (xPANS10N JOINTS -f 8 2'� 8"X 1?" TRENCH. 111 _�- SU+� CURB JOINT ExPANs*m JOINTS / / Q1 BREAK OUT WALL 2" MIN. 4" MAX CLEAR Of 1.S -.i 8" / , •'• ' cuss A PIPE WALL. GROUT SPA�f WITH NON-SHRINK MIN. / ALL GROUT. ' O USE "FERNCO" FLEXIBLE COUPLING WITH i- 2" X 4' WOOD POSTS, A ' - STAINLESS STEEL CLAMPS OR APPROVED EQUAL Y•o'I T'-i' WIN. TT^_@' wN X.�, TACE OF cue , . STANDARD OR BETTER. 2D' D` MAX 20' 0' MAX (AL TERNA TIE,- STEEL P A 2'-o' / . ► -'- © CUT HOLE INTO PIPE AND INSTAL,'. "FOWLER" L N �sB .SEWER BOOT TAP OR APPROVED EQUAL. FENCE POS TS) _ MASS GRANULAR - 6.0' .AeaPINL P' •. � {� �N STORM DRAIN CONNEC TION DE TA/L ELEVATION 6-8 " ' 4+ N.T.S. SED/MEN T FENCE IW w o • • `• :'.a•' � 4 STR 1 4\N '•.•• 'O { v I • • D PROF �� O ISA. MESH SM'Yaws 2 d. •. . BASEABcvt ECTION A-A w r .•A S' ` ••• 1 N p Nss/ 16,263 y PI►E SAST �J I L CONCRETE SMALL NAV[ A MINIMUM BREJxIND STRENGTH OF 3000 PS.I. AFTER 2B OATS { SrCR MAX 2 CURB JOINT SHALL BE A TROWELED JOINT WITH A NBWMUM LZ' eACxnLL.IN STTNEET AREAS ALONG, BAt K 0/ CURB. RAUIUS L IrSM IS AGAINSr cuRs, FILL ROC., TO OR:GON N �� •� V ` 1 EXII1N�lON JOINTS SMALL K VE' PREMOLdEL ASPHALT IMPREGNATED &AGt OF SIR, 9� 1 MATERIAL Oa EQUAL, EXTENDING FROM "MADE TO rINISMED 311101114, GRADE. 2.IF 31W II NOT A"WST CUR&,PILI.ROCK 4. aNo. CS-300 AND Ro, C3_30e, s'aACR r"°Y CIIRa PROPOSED PIPE NORTH PL S. •� I WASHNGTON COMITY PIPE BEDDING SAND f EXPIRES:`12,'31/9� EPARTMENT OF LAND PSE COMMERCIAL, DRIVEWAY COFTIG.�RD BACKFILL DETAIL$ REMOVE EXISTING AIS TAANOl�OATATIO►: 11 1 asBIWN vEME�1 55 pD1N1 S , ' wts ara�rr�r �ereM APWA NIL e111ftf�t � er Rbw GRATE INSTALL MH FRAME AND LID IStING O�E� PCCE - o MVH+ l s A NONE � LL ''rn' a%�4/tlb d-at Owner: E�XR PpPR p d r EXISTING INLET Overf low J_. • +� EX/S TING . . � b A.• .. , //� ,. PIPE EAST 1 RADIUS = 25' MIN. r Coa 4' 1 i. FACE °F CURB CLEAN PIT RUN OR 2"-MINUS GRAVEL o_RAIRAaE BLOCXOUT r10TM Of rTR[LT J I.D.PLASTIC PIP[ / 8" M/N. PROVIDE FULL WIDTH WITH COUP►IN@ SUBGRADE REINFORCEMENT DEPTH OF INGRESS/EGRESS AREAK " —� 4' r—vz•R k , u:"--� RJw _ / I I REMOVE INLET WALLS To GEOTEXTILE, AS REQUIRED / I CURB JCINr SEE NOTE $ : FACILITATE PLACEMENT OF -- '_` o %� 2•s ' REMOVE EXIS ING MANHOLE FRAME AND LID 8950 SW Burnham TOP OF INLET, PIPE OUT ROA FRAME AND NO TE. MANHOLE FRAME AND LID Ti ROAD I GRATE' AS PER UNIFIED SEWERAGE AGENCY STANDARDS. gardi, Oregon �z'or $/4•_u INSTALL MANHOLE FRAME AND LID MATCH FINISH GRADE x N. OR SINGLE FAMIL Y AND DUPLEX RESIDENTIAL -`T-- ` w cDYcTm su.cRAo( 1 ' I)2 SIDEWALK ADJACENT TO CURB T-7- Project: EROSION CONTROL GRA VEL EN TRA NCEu$[couNe[ � GROUT IN NEW MH FRAME Duilding � I EXISTING INLET "e'fl'1Y1�®�{ el ,010 _� I ��► 11 ll ll �+►�1�,. �TT--II I. TON DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE L-•—�,,..�'�� r "Oil CUM CS-300 SHALL BE USED. Y4•-O , 'Z CONCRETE TO IMV[ 4 SPEAKING STRENGTH OF 3000 P1L AFTER 28 DATl. COMPACTED SUBGRADE �- WIRE MESH WITH EXPANSION. TPROM SIDEWALK AWAY FROM CURB - --- - _� A. m ec PRovlo[o FIL TER FABRIC G AT EACH MINT OF TANGENCY OF THE CURB . NOTES - RUNOFF WA TER ON TOP OF INLET. 2T AT EACH COLD OF r `—� SI AT EACH SIDE F INLET STRUCTURES. CONCRETE SMALL BE 3000 P51. AT 24 pAr$ • 6 SACK Yqi, SLUMP RANGE L 8950 SW Burnham WI FH SEDIMENT N AT EACH END of DRIVEWAYS T a I Ln' TD 3 S AT LOCATIONS NECESSARY TO LIMIT S►REG TO , FEET Tigard, Oregon ;'�'/"•••'�� ;/ E MATERIAL TO eE PRE-MOLDED,ASPHALT IMPREGNATED,NON-EXTRUDING, 2. PANELS TO BE $ FEET LOGO i 1 WITH A THICKNESS OF 1/2 INC". f F 7. ExNNS10N JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES 1 1 CONTRACTION JOINTS . UTILITY VAULTS,WHEELCHAIR RAMI-1,B AT SPACING NOT TO[xCEED N FT. -J - -- -- • A. SPACING TO BE NOT MORE THAN C FEET ♦ F ADJACENT THE CURB B►OUR[D AT THE IAM( TIME A3 SNC Y --` �Y♦ •„-,,• B. THE DEPT" OF THE JOINT SMALL BE AT LEAST I R SIDEWALKS 4 y=INCHES. ORB, THE JOINT BETWEEN THEM SMALL O[ A TROWELED JOINT TIP• A TIM. I/2•RAOIUS. - 4. BASE ROCK -2'-0 OR-3/4'-0 , SS% COMPACTION. BASE ROCK SMALL SE TO MODIFIED CA TCH /NL E T DE TA/L Sheet 'Title: SUBGRADE OF STREET STRUCTURE OR 4' IN DEPTH, WHICHEVER IS GREATER (� 5 SIDE 13 SHALL HAVE A MINIMUM THICKNESS OF S ION O s MOUNTABLE N, r.S. Detail Sheet S. pRAKNAGE BIOCKOUT 7' ql, Pt_ASTIC PIPE. NRB I! USED ']N IF 910EWALI1 IS IwTENDED AS PORTION Oi DIIIVEWAY HAY BALES SURROUNDING A. I.D. PLASTIC PIPE WITH CDUPLIMG. OTHERWISE nD[WALX SMALL HAVE A MINIMUM THICKNESS oP 4 BNCHe$. CA TCH INL ET (T YPICALI S. DRAINAGE ACCESS THROUGH EXISTING CURBS SMALL G[CORE C-!_1 ED 09:alms DRAIN @LOCKOUT$IN CURBS SMALL BE ExrENOED TO BACK OF SIDEWALK WITH 3'DIA. PLASTIC SEDIMENT SAW CUT VERTICALLY IB'EACH SIDE OF DRAIN B REPOURED TO FULL,i6PTH OF T]IA' PIPE AT 2% SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. WASHINGTON COUNTY CURB NON-MOUNTABLE WASHINGTON COUNTY EPARTMENT OF LAND USE FOR USE ON MEDIANS CONCRETE SIDEWALK FILTERED WA TEF AND TRANSPORTATION AND TRANSPORTATION USE oAn CrAL MOM a OURS@" APWA NO. WAAL COIN" in / /7 ��.• � 90 yB! 119 MOO.) CS-301 /DATE CWX Odom= CMSO ABAA NO. WARN.COUKFT Na JAU alt NONE CS—305 GROUT FINISH GRADE WIRE MESH INLET BARRIER STANDARD CAST IRONFRAME AND COVER N.r.S. 2" DOME CAPPED STL POST Revision (CENTERED ON EACH HANDICAP 2" MIN. PARKING SPA CEI WHITE LETTERS d SYMBOLS _ ON BLUE BACKGROUND .HINGED DEFLECTOR TO iT�T - - FACILITATE CLEAN-OUT 111 �J- uRA TF. RESERVED COMPACTED e - FILL 6" OR 8" PVC 45• BEND --__-._ -, - _ ----- (SEE PCAN) -- 1" HIGH LETTER W/STANDARD ;r RIM EL EV. i I WORDING PER HANDICAP (SEE GRADING —, CODE REQUIREMENTS 2 ti PLAN) 45" BEND 2" A.C. PA VEMENT, CLASS "C" m a WYE BRANCH � �– GRANULAR BACKFILL Iii I LOWER SIGN TO READ �30" � 6" OR 8" x 6", 8—\� � L� ACL SIDES \ \ \ \ \ \ 8" CRUSHED ROCK, 1" - 0' "VAN ACCESSIBLE" AT , I _ \ \ � o \\ \\ LEFT OF ACCESSIBLE 2" MAX. Q OR 10" (SEE 1� j AISLE (HANDICAPPED MIN. +-= h— 14" X 24" X 42" PLANT FUL L Y COMPACTED SUB GRA DE I PARKING SIGN ONL YJ 16- ,.T In "LYNCH" CA TCH (95% COMPACTION-RELAOVE DENSITY) � ^N BASIN, pg •• -- METAL SIGN FASTENED _ ��. 12" X 12" X 25.5" CDP SECUREL Y TO POST �1M 11 0 �P -- _` "L YNCH" AREA DRAIN, OR PROVIDE d SECURELY � \'�� •: 1 INS TA L L PL UG (END OF L INE ONL YJ • — o -)I .o• I I - o � �f•_ APPROVED EQUALS -..1--- I � Na• PARK/NG AREA PA VEMENT SEC TION Is VARIES E. (SEE PL AN! Date: 6/25/93 "( CATCH BASINS NOTE: CAST IRON FRAME AND COVER SHALL BE -- - _ - ^� TEE, WYE, OR 45• BEND USE PIPE MANUFACTURES ADAPTER COh.VECTOR OR VALLEY IRON d STEEL CO. NO.'S 201 (6"1 OR 203 (8") Drawn by: Checked by: N.r.S. — THICKEN CONC. SIDEWALK "FERNCO" FLEXIBLE. COUPLING WITH STAINLESS OR APPROVED EQUAL. TO ENCASE POST BOTTOM TEE OR WYE STEEL CLAMPS OR APPROVED EQUAL KKV �$�( HA NDI CA PPED PA RKING SIGN CA TCH BASIN S TA NDA RD CL EA NOU T Job Number. MIL-0 Sheet of: N.T.S. N.T.S. N.T.S. 13111'93-0329 �� 8150 SW Burnham St. 3 19 of 36 •5') .-.own* IF THIS DOCUMF: 11' IS LESS r(r Elf Tlf Elf Elf Elf 11f f f1IIII 1ji_Ii(1 111I11 � 1 III 11T1 rJr1r�� IIT �Ir 1 1IIlt 1�t 111 i � 1 111 ISI 111 I�jlr 1 � 1 111 111 1�1 III7_1 11IILRGIBLF THAN THIS NOTATION, `_ --- 1 - - _` ___ IS L__ _ - - I 6� _ _ / 8 •C T � _r__ �^ �u GUST 16, lM JT i, nur, TO 1'HF' QUAL1 Y OFTHF OR1G1NlLI, DOGUMRNT, -- ---- - NOB � •--•--•�- E 6Z 8Z GZ t1111111 T1811 iL SZ G [Z OZ 8l[ 8[ Lt 9I 4i t•[ Ei Z[ t[ I t ljiiii 8(IIIIIiIIIIIi IIII�IIII IIIIIIIII IIIIIIIIIIIIIi (IIIiiIlllllll ' 1111111 )III )III )III )III III► sill )III )iii iiii Nin IIu IIIc nnIIIIi IInll1i11 iiii1illl iiil uu 11ii Ii 1111!! )III )III Int 11II Inl nii nIi ilnlull Keynotes �-- 1. REMOVE EXISTING WALLS,DOORS, AND RELITES 2. REMOVE EXISTING DOOR, FILL IN OPENING WITH METAL SIDING TO MATCH EXISTING. SEE ELEVATION SHEET A2.1 3. REMOVE EXISTING PLUMBING FIXTURES, CAP PIPING MSN DESK24 GROUP, P.C. 4. LINE OF MEZANINE, REMOVE ALL POSTS, JOISTS, DECKING, ETC. ARCIWIL"TURB - IPS PL4NNM 5. REMOVE EXISTING SIDING AT NEW WINDOWS - SEE SHEET A2.1 MM..............................._...._._..._......_.._.,..m__._»_.__.___...,._ 11830 SW Kar Parkway, Sufh 325 Lab Oregon 970% M 24+06M .................................. I IL..�_• I IL ----------- 3056 i ; I �• I JJ ...... ....... 4 Owner. F............ ; kms .. Overflow _......._ ._ . .. Corporation - .. ....... ..................... .................... i 8950 I iSW Bumbam 1 I e I Tom, Oregon r !' TYPICAL r i ,/' I I Proms 3 - - lauilding c i m . ..........._.. . ........................._...__._.._......... .... T _... _ _ ............ .............. . .........- ........... .... . m ........... ... ...... i p.. .......... .........., ... .... ......... - _� f ..... ............................................ ................ ...... ...... ..................................... ...... ............ 2 I( ....«..»«.. ...al TYPICAL TYPICAL 89.50 SW Burnham Tigard, Oregon Shat Tnit .m:m:mr.. n-rtcntrs: Demolition Flan Demolition Floor Plan 1/8"=1'—O" NOTE: COORDINATE PHASING OF DEMOLITION AND MOVE—IN WITH OWNER 6' MILDREN DESIGN GROUP, P.C., 1993, ALL RIGHTS RESERVED (p THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP. P.C.. AND ARE. NOT TO BE USED OR REPRGDUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P•C. Date 30 October 1993 Drawn by: Chocked by: a TA WEM Job Number 93018 Shat Of: 131IP93-0329 8950 SW Burnham St. 21 013 Building Permit Set October 1993 AO. 1 IF THIS L'OCUMFN'r IS LESS TTr I I l III III III III III I f l I I III III I I III III 111 11 t ►I T III I I III III III III III III III I I III III III III I I l 111 111 1 1 111 111 111 111 III III I { VIII III III VIII I «"'�` __- � I_ _! 1_ !-�_ �6 _ � . � ilii LEGIBLE THAN THIS NOTATION, —- -- _ �- _ I __�_�_�,- ---- -----_—�. _ J 1T IS DUE TO THE QUALITY OF ��{{{ E{{{II{{6{ITZIIII�II8II�Z{II{�{IIIrI{{II(III I{{I�llll r rZ I6�i JJ B i IL i T I QiT I �i I --E7It-—I -ti� I I I No.I9e �u GUST 16, Im THE ORIGINAL DOCUMENT. It LL9Z Z i £ O Il1I IIIIIIIIrIIIIIIIII9I9ZI i 111t,1111111111 ill IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIIIIWII Keynotes ee'-40t VERIFY _ 1. ALUMINUM STOREFRONT ENTRY DOORS 24'-6 3Z4-± VERIFY 23'-7 1/4-t VERIFY _ 23'-7 1 4"# VERIFY 24'-6 3 4"# VERIFY 2. 2'-O" X 4'-0" NOM. ALUMINUM FRAMED WINDOW SYSTEM WITH Wx VERIFY X15 1/20 �20'-5 1/4"_- 3'-0" 16'-0' 15'- 1 2' - rs'-o" 3'-0" 20'-5 1/4" s 1/2� 8•t ti'ER;Fr INSULATING GLASS, GROUP 2'-0" UNITS 1N MULTIPLES PER 7'-7 1 4• 7'-7 r 4" 1'-6" DIMENSIONS. SEE SHEET A2.1 FOR OPERATING UNIT LOCATIONS MILDREN DEW-,�,� ��Ro1.1P, P.C.,- 4o'-s 3 4` i _ 5'-i 1 4" 4' 0'*5'-7 1 4" 40'-6 3/4- _ 3. 20 MIN. RATED 4'-00 X 7'-Ow SC WOOD DOOR IN METAL FRAME I 4. 20 MIN. RATED 4'-0" X 7'-0" SC WOOD DOOR IN METAL FRAME �� " �� -- WITH 4' X 24" VISION PANEL 11890 SW K= PUtWty,Suite TYPICAE ENTRY 20 5. PAIR 3'-0" X 7'-0" SC WOOD DOOR WITH 24" X 32" VISION LAke Ow"%�970M B/E4A89PANEL IN METAL FRAME 00 24+M2 o oN ( 1 ) e'-1" _�'-> >�' TYPICAL 6. PAIR 4'-0" X 7'-0" 81--PASSING DOOR I �_ _ _ A 7. 34" HIGH BASE CABINET, COUNTER, AND UPPER CABINETS. N _ 3• PROVIDE FOR DISHWASHER AND ICEMAKER - VERIFY - _ CONFIGURATION WITH OWNER N - N 8. FUTURE TENANT CASEWORK AND SINK - VERIFY CONFIGURATION AND FIXTURE COUNT AT TENANT OCCUPANCY TYPICAL 9. 34" HIGH TRANSACTION COUNTER AND BASE CAB►'gET - 15 14 --- VERIFY CONFIGURATION WITH OWNER \ iv 8'-1 1 4 10'-r0 1 2 _ 2B'-0 3 4" 10. STORAGE UNITS BY OWNER - - -- 11. REDWOOD BENCH -JV2" s'-o' s'-o' s'-o' -4" 4' o" 4'-0" 4'-0' 1'-5 1 4' - - - 12. 3'-0" X 3'-0" PREFABRICTED SHOWER FOR HANDICAP ACCESS- 2'-0-- 2'-0" , 5 _ ^' IBLITY. PROVIDE SEAT, GRAB BARS CONTROLS, AND THRESHOLD L s 1/4` - Z2\ PER ADA STANDARDS AN----------------- D 36" X 48" CLEAR SPACE 13. 1 -D' X - Ll TE, 4 A TED A S3`�MBL A T HALL o LOCATIONS FOR CONFLICTS WITH X-BRACT►\G ° 2 11 � � � 1 WORKOUT I I 14. VERIFY WINDOW " . ,� L 2 26 `° AOA/XAB B4AB9 -- "' BREAK FETING 15. TYPICAL OPENING LOCATIONS 0 1 TYPICAL A4.1 13 3 6" 8 I 7 B4AB9 16. TYPICAL AT TOILET ROOM/SHOWER '� --- T'YPICAL ;;� 7'-9' �( A4.1 ;� 17. TYPICAL AT NON-BEARING WALLS o - 18. 3'-0" X 7'--0" SC WOOD DOOR IN METAL FRAME _° 3 `� 3'-3 3/4" - 19. 3'-0" X 3'-0" PREFABRICTED SHOWER '` `�' N ' " 3 a I N 20.DOWNSPOUT - CONNECT TO EXISTING STORM SYSTEM p�'' 3i 1s'-4 t 4 1 -11 1 z" 19' 7 1 2 21. FINISH CODE C6BC9 -TYPICAL E. ^'' ted+ n o LEASE SPACE -L_ i � 84AB9 3'-3 1/ - 22.FUTURE- TENANT TOILET ROOM - VERFIY CONFIGURATION ANDRE e s - SIMILAR 7'-3 2_ 7_ -o` 6 6 '� 22 F_ fXTIICOUNT AT TENANT OCCI�PANCY _ !_ 11 n �' 4 11 18 31_0 1/z" ►we No23.PROVIDE PLASTIC LAMINATE SIGN ABOVE DOORS STATING "THIS ~_ A4.1 �, Ii Tom' __ r YP 20'-e 3/4" _ DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" IN 1" N N 21 HIGH WHITE LETTERS WITH BLACK BACKGROUND Ll 10 16 24.STANDARD HEIGHT MOUNTED DRINKING FOUNTAIN `O Twicti. a '� ^ A4,11 25.ACCESSIBLE DRINKING FOUNTAIN WITH MAX. 36" HIGH SPOUT, �, 4 ri ~ MINIMUM CLEAR FLOOR SPACE 30" X 48' KNEE SPACE AND 1•.7,- 19 12 18 10 2 CONTROL LOCATIONS PER UBC SECTION 31091 AND FIGURE 27 Overflow 2'-2" 1lj. }'' 26.PROVIDE EXIT SIGN ABOVE o n "' , 9 D B - 27.MAXIMUM }�" DIFFERENCE BETWEEN THRESHOLD AND LANDING No A4.1 Corporation N - r4. , � N A4.2 :r M SIMILAR p.'••'% 3 18 o _. I - ,2 TYP All 20 minute, fire. - rted door assemblies to be self- 4c= C) 10 0 4 21 `° N0' 17 A4,1 closing with smoke gr•r.kets (section 3305(h) l ) . 1 I 6'-0" 3'-6. iv 5' _. -. n v I HALL 1 112 LEASE SPACE 1; '? ` 8 /--� B4A7 -0 1 2" 2 -4` - - 8W SW Bumham B4AB9 _ "°' N Tord, Oregon N T YP. 18 a 3 9 - to N r I ++ /2\ 13 N I 3 -- \ � SHOP n Project. 10 1 ----- n ; SIMILAR A4 a 4AB9 b D4AB9 ° _ building 19'-7 112" 314 o 27'-0 3 4" N A4.1 N 3',16- )-.g• .f N in 4'-5 3/4" R'Nemodel Ln � 26 20 A �.3 TYP. ~ - - � -� 4 - - a eo 7 6 �y6 - 5 N TYPICAL A4.1 A4.1 A4.1 12 ----- m SM SW B umhwn 5 SIMILAR A4.2 Tigar+d, Oregon N A4.1 A N 3. _ �....� Sheet Title �----- SEE EAST STAIR FOR I Fire dampers comply.i.nn with the requiremNr,Lts of UBC TYPICAL DIMENSIONS Standard No. 4307 rlhtl l .l be installed and be readily Tirst accessible for servicing in the following locations 10 (section 4306( j ) 3 27 23 A4.2 ENTRY 1. Duct penetrat ons through shaft enclosures . Floor Plan TYP.TYP. B/E4AB9 2 . Duct- penetrations through protective elements of fire-rated corridor walls . 40'-6 3f4' - 15'-2 !Z2* 40'-6 314" Finish Schedule ROOM NAME Floor Finish A4689 Rlevtaioas A. Exposed concrete slab 1. 12-1-93 B. Carpet Rlcft C. Sheet Vinyl 1&,X-" First Floor Plan D. Vinyl composition tile Fran�k 1/8"=1'-0" E. Vinyl composition tile Base Wall Leomend O. No base 4. 4" rubber base NOTE: ALL r006 IN PERMANENT CONTACT WITH CONCRETE TO 6. 6" rubber base BE PRESURE TR_EATED� Wail Finish 2 x 4 AT 16" 0/C -- SEE KEYNOTES FOR A. Gypsum board and point SHEAR WALL NOTES - WITH %" GYP. BOARD B. 4' plastic wainscot with stainless steel MILDREtN DESIGN GRP C., 1993. u1 2 x 6 AT 16" 0/C - SEE KEYNOTES FOR trim at edges,w.r gypsum board and RIGHTS RESERVED ZP L. f SHEAR WALL NOTES - WITH %" GYP. BOARD point above.. Typical oil wolfs. MIEDRAWINGS, THE PROPERTY X. Existing to remain NOT TO BE USEo OR REPRODUCED IN A.NY MANNER. G'GRO' ?ONE HOUR RATED WALL, 3;4" METAL STUDS PERMISSION OFM THE PRIOR (2 X 4 AT COATRACTOR'S OPTION) AT 16" 0/C Ceiling Finish "--� WITH " GYPSUM BOARD TYPE X EACH SIDE Date 30 Octoba 1993 A. Exposed structure Drawn bY` Checked bYr 3)j" METAL STUDS (2 x 4 AT CONTRACTOR'S B. Suspended acoustical - tee bar OPTION) AT 16" 0/C VITH " GYPSUM BOARD C. Gypsum board and paint TJIt WEM Ceiling height ---- --- Gob Number. 93018 8. 80-001 r.., 13lI1193-0329 Sheri of: 8950 SW Burnham St. 9. 22 of 3H B. Bottom of structure �- , Building Permit Set October 19Q'%3 ALI 3 - ._._. -...........- F THIS DOCUMENT Ir LE�c X11 T11 111 }111 111 Ili I I III III III I I III III 111 t11 Ilr 111 I II I I III III 111 III III III III I I III III III III Ell 111111 1 Tlr r11 111 �� III III 1111111 III III III I I l [ I L l l II II . ., 14 I I I5 I6 � 7 � 8 I � q 10 11 12 LEGIBLE THAN THIS NOTATION, ,--- ------- - - -�--�- --�` _ ---1 �__-___�_ J IT IS DUE TO THE QUALITY OF 4 �T /6, No 36 THE ORIGINAL DOCUMENT. - --- _ -- ---- ---- - - - _ . .-- ---- _- --- -- --- -- -- - ---- _..�_ - 9Z Z bjZ SL �Z T�Z O�Z 1I8t 8�i LT 1 9�t I 411T 6�t Et 1Gt tt II T J16il I8Z� tIII Ifl IIII ��ilii��li�lllliii�iiii II IIIIIIIIII�II�IIIIIIIIIIIIii 11 i111i1i�� IIII i �I Ill�lfi Keynotes 1. 1'-0' X 6'8" REL;TE 45 MIN. RATED ASSEMBLY AT HALL 24'-6 314-t VERIFY 23'-7 1/4'± VERIFY23'_7 1/401 VERIFY 24'-6 3/4"# VERIFY 2. 2'-0" X 4'-0" NOM. ALUMINUM FRAMED WINDOW SYSTEM WITH 8't VERIFY 5 1/2• 1s'-o' _ 1s'- 2' t 2 e'# VERIFY NSULATING GLASS, GROUP 2'--0" UNITS IN MULTIPLE PER 11--6• 7'-7 1L4" 7'_7 1/4' 1'-6" DIMENSIONS. SEE SHEET A2.1 FOR OPERATING UNIT LOCATIONS WDREN DE" GW",, P.C. • 3. AWNING BELOW - ROOFING TO MATCH EXISTING i -_ 15'- 112'_ 4. 20 MIN. RATED a' 0" X 7'-0" SC WOOD DOOR IN METAL FRAME A111"11SPACE 11830 SW Karr Parkway,&M� -- 5. PAIR 3'-0" X 7'-0" SC WOOD DOOR WITH 24" X 32" VISION Deka Orwei�o,ClyteBori 970 M 244-M • PANEL IN METAL FRAME 11 6. FUTURE TENANT CASEWORK AND SINK - VERIFY w CONFIGURATION AND FIXTURE COUNT AT TENANT OCCUPANCY TYPICA A 7. 34" HIGH BASE CABINET, COUNTER, AND UPPER CABINETS 3• PROVIDE FOR DISHWASHER-VERIFY CONFIGURATION WITH OWNER -� 8. VERIFY WINDOW LOCATIONS FOR CONFLICTS WITH X-BRACING N - 9. TYPICAL OPENING LOCATIONS N _ 10. 3'-0" X 7'-0" SC WOOD DOOR IN METAL FRAME TYPICAL _ 11. DOWNSPOUT - CONNECT TO EXISTING STORM SYSTEM g 8 -� 12. FUTURE TENANT TOILET ROOM - VERFIY CONFIGURATION AND _ _ F!XTU E COUNT AT TENANT OCCUPANCY to 4'-1 3/4' ----- I _ 17-9 12'-2• 7 3 2• s' 3 1/a• 11'-2 3/4' 10'-4 3/4' 8'-10 1 4' 2 13. STANDARD HEIGHT MOUNTED DRINKING FO NTAI `--� 1'-6'� 6'y 6'-0' s'-o• 4'-0" '-0: 4 0' t'-5'1/4' _- 3 YP 14. ACCESSIBLE DRINKING FOUNTAIN WITH MAX 36" HIGH SPOUT, 2'-6 3' • ---_-- - MINIMUM CLEAR FLOOR SPACE 30" X 48", KNEE SPACE AND L s 1/4 -- __- _ - CONTROL LOCATIONS PER UBC SECTION 31091 AND FIGURE 27 5, PROVIDE EXIT SIGN ABOVE '.r S N TYPICAL A4.1 �:, •+ --- - OFFICE OFFICE OFFICE OFFICE o :r � .r - e 1/2' n B4AB8 B4AB8 B4A88 84AB8 TYPICAL 3'-9 1 2" cr 3'-3 3/a' o T YP 1 --_l-- - - ry 12 F, T YP. AT NON- 30 6 � � o LEASE SPACE E. i N B4AB8 4 N 94.1 BEARING WALL SIMILAR 12 • � • L YP CAL 4 2OFFICE 11.r 1 Au A4.1 4j 134ABS o N � C 1 . 13 ® 10'-j 0':JABS 0' WOMEN10 TYP. AT TOILET i 1 -sROOM WALLS ^I`° TYPI AL i'� 14 0 _ r C68C8 94.1 fY • N ■ F 4� .1 ■ o �' Overflow 00 0) 0D 9 �o DOAA13 Nax ►� DO AB c OFFICE Corporation 7 OPEN OFFICE B4AB8 SIMILAR MEN 84AB8 + ...... 10 BC8 t19LL o TYP CA 84A88 1 SIMILAR OFFICE Btu rth8rrl o LEASE SPACE 6 4 e'-1 3 4` 94.3 TYPICALTYPICAL 4 B4AB8 n.,.,.,,,, cp 84988 iv S--5 1/2" 1U 1 94.1 No Tigard, Oregon 3'-9 1127) 4 - 2` 8 112- Ln /2•Ln SIMILAR 15 5 2 1 3 I�uildin 94.1 94.1 94.1 g 94.1 Remodel o o QFF1E OFFIC OFFICE OFFICE '� t:, •r 84AB8 84AB8 84AB8 84AB8 2 ado 11 7 3 6 6 94.3 - t2'-"! 2 10'-4 112- 10'-3 1 2" 13'-6 314- . TYPICALA4.1 Tom' A4.1 A4.1 12 - 8M SW Burnham ■ 5 SIMILAR94.2 Tigard, Oregon N 94.1 A r N3• Sl>teet Title SEE EAST STAIR FOR 10 TYPICAL DIMENSIONS Second • 94.2 Floor ]Plan Finish Schedule 40'- 6 3/4' 15'-2 1 2' 40'-6 3/4' ROOM NAME -' Floor Finish A4889 A. Exposed concrete slab B. Carpet C. Sheet vinyl D. Vinyl composition tile b E. Vinyl composition the Revwom 1. 12-1=93 Base Prictrig Second Floor Plan 4. 4o u bber base ase z Alan Cheat 1/804=V-0" 6. 6" rubber base Wall finish A. ;ypsum board and paint Wall Legend S. 4' plastic wainscot with stainless steel trim at edges,w.r gypsum board and NOPE: ALL WOOD 1N PERMANENT CONTACT WITH CONLRETE TO paint above. -typical all walls. 2 BE PRESURE TREATED X. Existing to remain I 2 x 4 AT 16" 0/C - SEE KEYNOTES FOR R Ceiling Finish RuLTEEN DESIGN � • P.C., 1993, AU SHEAR WALL NOTES - WITH 8 D v0 „ A. Exposed structure [HESE DRAWINGS AHE THE PNGPER^rr� EM 10 F FwN a 11 MI 2 x 6 AT 16 0/C - SEE KEYNOTES FOR B. Suspended acoustical - tee bar uru)REN DESIGN GROUP, P.Q. AND ARE SHEAR WALL NOTES - WITH %" GYP. BOARD MANNER,NGBEEx�T ORWIT1 1►1 IN NR11ANEYN C. Gypsum board and paint ss1ON EXOF CEPT RI GROUP P O ONE HOUR RATED WALL, 3/14" METAL STUDS Ceilingheight (2 X 4 AT CONTRACTOR'S OPTION) AT 16" O/C Date: 30 006W 1.993 WITH GYPSUM BOARD TYPE X EACH SIDE a. 8'-0" f^ e i 3,14- METAL STUDS (2 x 4 AT CONTRACTOR'S 9. 8'_6" Checked B. Bottom of structure TA WEM OPTION) AT 16" 0/C WITH GYPSUM BOARD Job Number. 93018 Sheet of: 131 IP93-0329 23 of SW 13urnh+m St. BuildingPermit Set 23 of3Fi .- October 1f9'93 A 1 .2 3 � JTr Ilr ili Ill Ili Ill ISI I i Ili iji ili I I ill Ali 111 tl1 ill IIT Ili a Ill �� tl, III Ill ill Ill I I ,ll ill Ill III ill l�l l�l 1 1 1�T 111 111 III1 F THIS F1S DOGIMFPIT1F IR SS LFGTBU THAN THJ� NOTATION, I I I 1 ( I I � I I �orI 1, IT , 1T 1S DUF TO (HF. QUALITY OF III III I Ilr�i�i ._... . ,.�.. THF ORIGINAL DOCUMENT, No.se C TZ Oz 8I gT L�T 9[ 4[vL 9^ 1911111 � >t; ZT-��IIII�IIII �� ►��II��►� �� ►�� ii iiiiiiii �� ►► �� ►��II�III��l,��i �iill � iiiuil�I,n11ii�iii, ii�i�iiiii�i�� u'll SIMILAR ^ — I2 TYPICAL 6 7 Keynotes 12 2 A4.3 11 A4.3 1. METAL SIDING TO MATCH EXISTING S3.1 11 �- _ _ _ _ _ _ _ __ _ 6 2. METAL ROOFING TO MATCH EXISTING B/1t00f-ING AT RIDGE B 22FING AT EAVE , I-- - - - 3. LINE OF EXISTING OPFNING - INFILL WITH SIDING TO MATCH _---- MnDUN DESIGN GPoUUP,P.C. EXISTING A - AKCHrfL'rM • SPAQ TLANNM 4. EXISTING X-BRACING - VERFFY LOCATION AND COORDINATE ,- - - . -'---- 890 .AIKa 1 i SM Karr Parkway, 9x1 -- 1 _ _ _,_ .. „ __ WITH NEW WINDOW LOCATIONS AND SIZES F rt! — \ --- - -- TYPICAL 5. EXISTING UITLITY LINES - VERIFY LOCATION LeOawap,Q�eom97Q96 L -_ \ 8 6. REMOVE EXISTING VENTILATORS AND INFILL ROOF WITH METAL R��Z ROOFING TO MATCH EXISTING 7. WING WALL WITH SIDING TO MATCH EXISTING 8. AWNING ROOF WITH METAL ROOFING TO MATCH EXISTING AYE 9. ALUMINUM FRAMED WINDOW SYSTEM WITH INSULATING GLASS 7 10. ALUMINUM STOREFRONT SYSTEM 11 -' ---- — . . .. �• . .. TYPIC L o 11. 4'GUTTER S3.1 m 12. 4' SQUARE DOWNSPOUT, CONNECT TO EXISTING STORM SYSTEM II YPICAL 4 3" 10 11 4 12 YPICAL East Elevation TYPICAL TYPICAL 4 SIMILAR 2 SIMILAR A4.3 12 TYPI ALTYPICAL 8 7 EXISTING SA(IERIFY)S, 12I 1 11 YPICAL12 YPICALOF HIDB AYE __ – Owner SIM LA 11 8 I, II ', 53.1 A41 i - ., " B Overflow I I a ` Corporation k 53.1 jIl ' i I �IIII� 6 7 7 12 4 g 4 A4.1 A4.1 A4.1 88.x70 SW Burnham 10 Tigard, Orcyan A4.3 1 10 North Elevation TYPICAL SIMILAR Prom Building 12 TYPICAL Remodel - - - - - - -- SW SW Burnham - — Tia, OrtgOn — — �. I I Sbed Title I —mm— ]Elevations 41 I — TYPICAL TYPICAL TYPICAL 3 4 9 4 3 West Elevation Rr 1tlGrr>; L I — — F I a r.auP. r.G. Icrlx ru I \ I YIUlIFN OEL �I�(� \ / L�IJ I - •., YttPaFTI oMON GROW P.O. AND NK nE]F ORAVOIIOS NC TK RROPGIY O NOT TO K USED OR Ri MDM W ANY MAMNNI. ICfPi RTlll TK PROM TM1T P ISMON OFYLLOIp�T�I /OE�9.0I1 pldA,�P.t Date W Oetaber 1999 Dra10 9 4 4 1 o TA bY. �VYEM TYPICAL South Elevation Jab Number. W18 -141W a<: BUP93.0329 SWBOmhRD, 6l. 24ofBuilding Permit Set October 1993 A2. 1 24 DT 3(F';, IF THIS DOCUMENT is LESS Tpl!I fh 11111111111111 III A}I�II III 1j 11 11Ill ITT1 Tj11111�IIT ��ll�ll lTlil 111II III II 111.111111 I VIII I I I III III III 1IIITIi IIIIT�jT�TITjT TjII j II II IIII II II IIII III IIII II LEG 1.9 D THAN THIS NOTATION, 1 I 4 i0� I 1 I Rl7 I Vb FIs I 06 1 ( ilVh I i '1 I } ^ `�1 /�/ I IT IB DUE TO THE QUALITY OFNaD a�ilaR" ((,JIu T THE ORIGINAL DOCUMENT. (IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII Illl�llg IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�III IIII�IIII lul�llll Illl�utl nn�lm onluu iullQu uulnll iulluu iullull im�uu uuluu nllun mllnn ollun nulnu uulun IIIIIIIII mllNll24X Keynotes ~� 1. EXISTING METAL BUILDING STRUCTURAL FRAME 2. EXISTING METAL SIDING 3. EXIST-ING METAL ROOFING 4. EXISTING CONCRETE SLAB WDREN DESK24 GRMP, P.C. S. SUSPENDED ACOUSTIC CEILING ARCHrrRCTUM a 2PAC1 Ft.APQaM 6. OPEN WEB MANUFACTURED WOOD TRUSSES 7. EXISTING R19 BATT NSULATION 11&90$� Kerr P�tkway. ! ' 8. STUD FRAMING - SEE FRAMING PLAN FOR SIZE AND SPACING Lake O Oregon 970 9. GYPSUM BOARD- __ 0824+*M 10.CONTINUOUS RIDGE VENT WITH AREA 1/150 OF SPAC 4 11. ALUMINUM FRAMED WINDOW SYSTEM WITH INSULATING CLASS 12. 3'-0" X 7'-0" SC WOOD DOOR 1N METAL FRAME, 20 MIN RATE(:D A4.3 ASSEMBLY AT HALL 13. CASEWORK - VERIFY CONFIGURATION WITH OWNER (!0 20 14. REMOVE EXISTING VENTILATOR AND INFILL ROOF WITH METAL 7 14 1 3 7 ROOFING TO MATCH EXISTING im SIMILAR �O 15. 3 " SOUND ATTENUATION BLANKET ^- 12 �=,~ 16. 1'-0" X 6'-8" RELITE, 20 MIN. RATED ASSEMBLY AT HALL I I ` S 3.1 _-__-- _ I (-17.-PROVIDE FIRE BLOCKING PER CO- D�---------__ L2R BATT INSULATION SIMILAR BATT INSULATION 4 5 0 BATT INSULATION IN ATTIC SPACE - SEE DETAIL 3/,e,4_S,, - - 10 20 A4.3 � A4.1 1r 11 SIMILAR SIMILAR 1 II ( ' 13 �i li � A4.1 A4.1 b• o ! , • i r L................... j 3056 ►••-� � E� S3.1 A4.1 I OFFICE OPEN OFFICE 16 OFFICE I } "U SIMILAR 0 F I II ; II f O = II OF co CN 12 17 15 5 9 6 I I a \ .......12 owner. Overflow I / 53.1 A4.1 I f 0 0I / 1 �, I' { i l , Corporation �.....__.. _....__ TECH SUPPORT _.a �__ 20 18 �' I ..... ...........__...' __......_....... �. t _ ' 8950 SW Burnharn 13 4 4 13 19 Tigard, Oregon TYPICAL --� Projwt A Section Ta I�uildin 3 • l %emodel 8950 SW Bunihm Turd, Oregon Sheet Title &actions i RrvWom 1. ,12-1-93 • Prichv I ' 2. 12-28-93 Plan Check l MILDRE,N DESIGN ORQUP, P.C., 1993, ALL RIGHTS RESFRVEID 2 - THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP. P.C. Date 30 October 1993 Drawn by. Cheded by: a TJK WEM Job Number. 93018 s SheCt of. � H � ? F- BIJI)93-0329 8950 SW Burnham St. Building Permit Set October 193 A3. 1 d 25 of 3b.��1 9 rf ilr Ili ili ili Ill Ill I i ill ii.i ili1I iiil � SII X11 t�1 I�I III ll� I I l�l 1�1 1�1 Ill ili ili ili I I Ali Ill ill iii ill Int I�I > > >�� 1�1 111 �� Ill ill Ill ��ll SII Ill ill I I IF THIS DOCUMENT 1S LEC � I I � 1 � C LFG I BI,F THAN THIS NOTA'1 10N, — -- ----1 _ ----- ---�_,_� S�_ "i IT IS DUF TO THE QUALITY OF - THF ORIGIPIAL DOCUMENT. --.-_-.- -_-- --- __-- __-� � No.36 �f 8�Z 9 7 LjL 9IZ Z 1F� ' S 1L � ��1� IIII�IIII IIII�IIII IIII�IIIIIIIII�IIIlllllllllll IIIIIIIII IIII�IIII IIII IIIL�I IIIIII..II.I IIII�IIII 1II�II�illlI � S I � L�IIIII IIII 1Illl1llill IIIII IIII IIIII IIII I IIII!I tIIII I IIITI tIIII l IIOIITIIIIITI 1 IIII 8IIII II�G 0Z6 - 91 91 SI III( �- IIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIII IIII IIII��II 1/4" GLASS, WIRE AT HALL Ml1.DREN DESIGN GGR", p,C, NOTE: METAL FRAME WITH GLAZING STOP METAL STUDS MAY BE USED FOR FRAMING AT CONTRACTOR'S OPTION BUT STUD - SEE PLAN FOR SIZE - 1/4" GLASS, WIRE AT HALL I iM0 SW Ke f'F'i kway,Suite NOT AT STRUCTURAL WALLS, NOTE: AND SPACING LAke OMM 970M SEE S1.2 METAL STUDS MAY BE USED to M 244-M j FOR FRAMING METAL FRAME WITH CONTRACTOR'S OPTION BUT r- " GYPSUM BOARD, TYPE X GLAZING STOP NOT AT STRUCTURAL WALLS, WHERE= NOTED ON PLANS -- SEE S1.2 GYPSUM BOARD, TYPE X --- GYPSUM BOARD, TYPE X -- WHERE NOTED ON PLANS WHERE NOTED ON PLANS - -- -- �" GYPSUM BOARD, TYPE X = WHERE NOTED ON PLANS —METAL FRAME N - HEADER -- SEE PLAN FOR STUD - SEE PLAN FOR SIZE - 4" STRAIGHT BASE SIZE AND SPACING AND SPACING `t STUD - SEE PLAN FOR SIZE AND SPACING METAL FRAME METAL FRAME • WOOD DOOR NOTE: NOTE: METAL STUDS MAY BE USED METAL ST'JDS MAY BE USED - WOOD DOOR W000 DOOR FOR FRAMING AT FOR FRA'AING AT CONTRACTOR'S OPTION BUT CONTRACTOR'S OPTION BUT NOT AT STRUCTURAL WALLS, NOT AT STRUCTURAL WALLS SEE S1.2 SEE S1.2 , DoorE°� ' 'and Relite Jamb .;-� 41 3 =1 -o ORION 1 Door Head 2 Door JambRelite Sill '� 3 .1 -0 3 =1 -0 -_ 4 O 4.1 17A1 �4. 30=117A2 ., 4.1 3 +1'-0 -- _ 1 4 I SEALANT 17A4 'J' BEAD Owner. ExrsrlNc GIRT REMOVE EXISTING GIRT o REMOVE EXISTING SIDING AND SIDING Overflow AT WINDOW, PROVIDE SEALANT — %" GYPSUM BOARD CorporationI EXTEND WALL TOBATT INSULATION ANO FLASHING At EXPOSED � STRUCTURE ABOVE EDGES EXISTING METAL SIDING SEE 7/53.1 FOR NOTE: T WOODS UDS MAY BE USED „ BATT INSULATION INSULATING GLASS CONNECTION AT CONTRACTOR'S OPTION 2 2X ALUMINUM FRAMED WINDOW 8950 SW Bumharn E12 GA CHANNEL s 0.82 USPENDED � #10 SCREW WITH NEOPRENE BATT INSULATION CEILING T1Bar4 dfeon WASHER AT 12' O/C - SEALANT Ael SEE DETAIL 9/A4.1 4 x 6 � 'J' BEAD 1 4 ---%" GYP. BD. TYPE X EACH prpj�; = I PT2x6 . SIDE SECURE TO STUDS °p " GYPSUM BOARD a 07 � WITH TYPE 'S' SCREWS ATmomidwommom oLl,ildlllg PROVIDE CLOSURE STRIP SEALANTTD --� 5-7" 0/C I f- 3 " 25 GAUG TA Alemodel t E ME L PT2x6 ! FSTUDS AT 2' 0/C LASHING " GYPSUM BOARD _ BOTTOM TRACK TO FINISH 1 4' BEAD BATT INSULATION - - FLOOR WITH POWDER DRIVE IANCHORS 4' 0/C ALUMINUM DRIP FLASHING SEALANT � - � 8M SW BUr'r1118m ALUMINUM FRAMED WINDOW I 4" RUBBER BASE. TYPICAL Tigard,OrCM BATT INSULATION ,. INSULATING GLASS 0 EXISTING METAL SIDING g1M•1da ' REMOVE EXISTING SIDING - -. --AT WINDOW, PROVIDE SEALANT Architectural AND FLASHING AT EXPOSED ALUMINUM FRAMED WINDOW Window Head EDGES K'5'� Sill - JamINSULATING GLASS ��" " b Similarr'_7� Wind_ _o'__w Jamb s Non bears Partition Wall -Details �4. 3 � ,_ "16A1-A 4'1 13771'- A2 -O 4.1 3"=I'16AO 4.1 A 1'-0" WOOD STUDS AT CONTRACTOR'S OPTION. PROVIDE BLOCKING AT SUSPENDED CEILING IF OPTION IS USED. FLOOR OR ROOF STRUCTURE NOTE: STABLIZER BAR BETWEEN ALL WOOD FRAMING MAY BE USED GYPSUM BOARD (VERTICAL MEMBERS AT PERIMETER AT CONTRACTOR'S OPTION SURFACE, NOT ALIGNED ADDITIONAL HANGERS AT ALL _ WITH COLUMN SLOPE) #12 WIRE TO TOP TRAC : AT MEMBERS WITHIN 8" OF PERIMETER EXTEND r'HAMING TO I 4'-0" O/C ALT. DIRECT 1ON STRUCTURE ABOVE —EXTENT OF COLUMN ABOVE -- LATERAL BRACING WITH APPROVED MAKE COLUMN ENCLOSURE VERTICAL STRUT AT 12' 0/C SUSPENDED CEILING VERTICAL EACH WAY SUSPENDED CEILING --� 6" METAL JOIST J CASING BEAD COUNTERSLOPE HANGERS IF MORE AT 16" 0/C BLOCKING THAN 1:6 OUT OF PLUMB 5/8" GYP BD FASTEN TO STUDS WITH TYPE "S" " GYPSUM BOARD TYPICAL 5/8" GYP BD AT EACH SIDE — SECURE TO STUDS WI'H TYP SECURE ALL HANGERS TO BUILDING SCREWS AT 8" 0/C AT 8X68M R11 BATT INSUL 'S' SCREWS AT 5"-7" 0 C STRUCTURE. TRAPEZE DUCT WORK PANEL EDGES AND 12" O/C / AND OTI�ER LARGE OBSTRUCTIONS AT INTERIOR SUPPORTS EXISTING COLUMN (OUTLINE CROSS RUNNERS FIT BETWEEN APPROXIMATELY AT FLOOR 3112- 25 GA METAL STUDS 6'-0" MAX MAIN RUNNERS LEVEL) " 0/C K 5/8 WATER RESISTANT, AT 24 GYPSUM BOARD AT TOILET MAIN RUNNERS AT 4' ON CENTER. ROOM SIDE R30 BATT INSUL SUPPORT WITI4 #12 WIRE AT 4' 0/C OR WITH #10 WIRE AT 5' 3 1/2" 25 GA STUD AT ON CENTER EACH WAY _ 24" O/C TYPICAL MILDREN DESIGN P. P.C., 1293, ALL -_ EXISTING METAL SIDING - RUBBER BASE RIGHTS RESERia �` T?IES! DRAWINGS ARE THE PROPERTY OF LATERAL BRACING A r 12' 0/C - - SOUND ATT. BLANKET AT h1UMEN DESIGN GROUP, P.C. AND ARE EACH WAY. MAIN RUIJNER TO Q NOTE: NOTTMANN O 9E USED OR REPRODUCED IN ANY I I T. ROOM WALLS AND CEILING ER, EXCEPT WITH THE PRIOR WRITTEN STRUCTURE BEGIN BRACING WITHIN � PERMISSION OF AIILDREN DESIGN GROUP P C. 6' OF PERIMITER AND 2" FROM TOILET ROOM METAL STUDS MAY BE USED CROSS MEMBER -- 6" RUBBER BASE FOR FURRING AT BOTTOM TRACK TO SLAB WIT Vete: 30 OCtObd' 1993 CONTRACTOR'S OPTION BUT POWDER DRIVEN ANCHORS AT � ---- ----- - 4" RUBBER BASE 4'-0" 0/C Dg�by; (]pecked by; SI ��``✓ NOT AT STRUCTURAL WALLS, _ ___ SEE S1.2 NOTE: ,rteM '� WOOD STUDS MAY BE USED ` 3 1 2" STL TRACK BUI'93-0329 --�' / 8950 SW Burnham SI. (TO SLAB WITH POWDER 26 of 3,6 AT CONTRACTOR'S OPTION ' DRIVEN ANCHORS AT Job Number. 93016 IE1GIAlAW!<IA 4'-0" 0/C) 9 Suspended CeilingSection 10 Toilet Room Wail Section 11 Column Surroundrv_'� Partition �� N _ Wall at U 4.1 N.T.S. ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE �4. 3"=1'-O" 4.1 DA32"-1'-0" 4.1 3 1 --02A AND ��AVE A 100 CAPABN_1TY. iC 1B Building Permit Set October 19',9%3 A4. 1 A a i d f If111111IIIIIIIIIIIIIIIIIIIT [ T11111111111111111111111111IIIIIIlIIT1111111Tlll1lllllllill111llllIl IFTlllSnucuMrc,-rlSLE.:S, 1� II1 � IJI � I I � II I I � III I 111II1 � 1 I � IIII IIIII I I � I I ISI l � l l � 1 � 1 1 I ISI IIl I � I Il LFG T BT,F 'T AAAI TI]I S PTOTAT I ON, IT IS 1)UF 1'0 THF QUALITY OF -- - No,9e ®-t'. - T /6te im TIIF ORI G I VIAL UOCUMFI!IT, -- --- -- -- --- - - -- - _ - - - -- -- --- -- __ — �. --- — - __. �0 E 8 Z �y LIT 9r 9�Z b�7 1tTZ (IIII IIII►III IIII�IIII IIII�IIII IIIIIIIII IIII�IIII IIIIIIIII IIII �I�I IIIIIIIII I ITZIIII!!III8II11ITIIII►118111i111111L11 TIIII I IISITI TIIII 1II9II 1lIIII II1I6I�TIIII �IEI�Ii��I 1��7�� T��I��iIIlt��I I�� iIII�IIIIII6IIIIIIIII1I8II��►��IIL��I iiiil9ui►I gil111 11In�IIIdIIO IIII Illl IIII niiluii SEE SITE PLAN _ TOOLED 1 112- STEEL TROWELED EDGE 1 1/2" 276 CROSS SLOPE 1 1/2" -EDGE, TYPICAL • , _ 4" CONCRETE SLAB •. •. • ' .•. WITH CONTROL JOINTS - AT 5'-0" O.C. M111)REN DESIGN �tol1P, P.C. ARCH11711`111111CF1108 " SPACE PL.A►NN M 4" CRUSHED ROCK 325 BASE 11830 SW Kart Paricwsy,Sbttt Lake Orweg%Oregon 97036 SECTION CURB BEYOND 4W 24-06 BROOM FINISH 1/8- FALSE JOINT 6.,t ALIGN WITH CURB BEYOND 5'-0" _ 5'=0' TOOLED EOG 4" CONCRETE SIDEWALK WITH MEDIUM PAVING SECTION BROOM FINISH LOPE 1: 12 MAX_ 6" 6" SEE SITE PLAN 4 • Y 1" RADIUS -- TOOLED JOINT 1'-O'MA. 4" CONCRETE WALK • `t 276 SLOPE -X ETECTABLE WARNING PER 2" SAND OR "-0" CR.AGG. 1'-0" ADA REQUIREMENTS 4" CRUSHED ROCK BASE UNDER SIDEWALK TYPICAL CAST IN PLACE CURB AND — —A CONCRETE SLAB AT o SIDEWALK PAVING SECTION PLAN CONTROL JOINTS SIMILAR CONDITION 'I ` (TOOLED) AT NOTE: 5'-0" O.C. « CONCRETE TO HAVE STRENGTH OF 3,000 PSI IN 28 DAYS, 2" TO 4" SLUMP ~ EXPANSION JOINT * PROVIDE EXPANSION JOINTS O 20'--0" O.C. ALIGN CURB AND WALK JOINTS. 30 6 E. 1, J!.073 NOTE: CONCRETE SHALL BE 3000 AT 20'-0" O.C. * PROVIDE CONTROL JOINTS IN WALK O 5'-0" O.C. • , :t PSI AT 28 DAYS. 6 SACK 1 1/2" STEEL TROWELED t�k I MIX, SLUMP: 1 , 1/2` TO 3" EDGE, TYPICAL ;f4 OF ri_"'�Typical Sidewalk 2 Entry Sidewalk r3Monolithic Curb and Sidewalk Extruded Curb Section 4 no scolt4 314"=1'-0 3/4"=1 —0 3140=1#—0 15A1 15A2 15A4 '9"' Owner. Overflow V"-0" —.090" ALUMINUM SIGN PLATE W41 TE BACKGROUND Corporation' 1" HIGH BLUE LETTERS AND BORDER, BAKED ENAMEL 1 3/4 _ s• HANDICAP SYMBOL WHITE - - 3/4 OAK WITH EASED EDGES ,s,�• - �� WITH BLUE BACKGROUND S" 7" s/10 M�5 10 s/,.• 8950 SW Burnhwn Tigard, Oregon s/fe• s/fe• s/,e• {� e• 4 1��OR UM + s Projeft VAN- E VAN ACCESSIBLE SIGN WHERE L7- 67V 3 /2" ' an. REQUIRED - - -- - ' = ----- --_-- building 3" •MADE PAINT STRIPE � 5/4 OAK WITH EASED EDGES c "' _ TYPICAL GALVANIZED STEEL POST ' 8 IMTD/A e N 86' '� - ---- ------- SEE PLAN FOR SIZE AND SPACING SEE PLAN FOR SIZE AND r TYPE 2 8950 SW Burnham • II 0 T Oregon i ---- OAK 1 � ROUND RAIL I - STANLEY CD80-4100 AT Srt1CC('T1t1C 4" row N — L__ 4'-0" OAC I I I I Architectural 1 1_12„ Details 5 International Handicap Symbol riHandicapParking Signgge 4. 1 =, -0" 4. I"-Z -0 I I 8 Railing Cam 1582 1583 L--- • 5F3 I 4 " PLYWOOD I I I � I ISIMPSON HJ AT 48" 0/C 8 A4.2 1}6" P YW00D, SCREW I AND GLUE TO STRINGER I I — 2 x 14 DF#2 WITH (2) 16d PROVIDE EASED EDGE I I AT EA H WOOD STUD I I Rreveftm ;x I I 1. 12-1-93 — WALL MOUNT LIGHT — 7 R Ich I <D 2. 12-28-93 OAK(i6)ROUND RAIL I I Plan Check '• 3'-0" x 4'-0" MIRROR WITH STANLEY CD804100 12 I I CRACCK_ETS_AT 4_ O0 C A4.2 -- I I ANSI 117.1 TYPE FAUCET TERMINATE RAIL WITH i I I _ 6" METAL STUD WALL WITH RADIUS TURN TO WALL I ►`� TOILET TISSUE PLASTIC LAMINATE WAINSCOAT �- 2 x 14 DF#2 STRINGER WITH N DISPENSER / __ (1) 2 x 6 EACH SIDE I 1'-11" I 2 x 4 AT 12" O/C, ALIGN I I STUDS WITH STRINGERS I ( MILDREN DESIGN GROUP, P.C.• 19a ALL 1'-D" _ J'-6• D`_ vj cV ABOVE RIGHTS RESERVED 6 3,- THESE DRANANGS ARE THE PROPERTY OF - _- - - ;� / -' PT 2 x 4 E' WITH (3) I MIT TO FIE DE USE GOR R P.D.. AND ARE " I MANNER. EXCEPT VA REPS PRIOR WRITIEN - - � JIN ANY 4 o P.B. I I PERMISS;ON OF MILDREN DESIGN GROUP. P.C. 10 C_ EXPANSION ANCHORS I I KD 2 x 4 STUD WALL - SEE I I Dam 30 October 1993 SHEARWALL ELEVATION 1/S2.1 I I Drawn brr. Checked b'Y' ' - ---- - LFOR SPACING AND F 2 1 2x14D WITH (2) 0 • SCREWS AT EA. METAL STUD TA WEM ,.. .. - - 14ANDICAP TOILET '► '.. y 2 x 14 WITH 2 x 6 EACH Job N>t]tzflbp+, 93018 NGRAB A S SIDE, NAIL WITH 16d AT ShW of: 12" O/C STAGGERED 9 Toilet Room Elevations Stair Section 12 Stair Section 4. 5E2 o- Building Permit Set October 1893 A4.2 ~ 1/4"=1 -0" I3UP93-0329 4. SE2 4• 3ANOKEY h950 SW Burnham St. 5E1 , 27 of-";- i111I fe1z IIIe_lti-I _II_LI_tiIIIIII__I _II _IIIIIiIIIllIfII�lIEI TlzIIlIIIIlIIIlI6IIIlIIII1IIIiIvI1IIII-1 IF THIS DOCUMFNT IS LESS ' ' IT —IIII1III1IIIIlIIIlIIlrlIIIl�I►lll_— l11llIilIlllIlllIIIlIIIIIlI IlIIIl�IIlIIllIIllI 1I111Il ITII111III1lII1III11IIITIIII1I1II1I11II I1I111111 111� GBIF THAN IIIIS NOTATION, 11II1 IIIII_I1AI1; 111II_1IGust II• 1I,I•I,I1 _1I„I I1III1I I T1III1�N1II ; 16, ImLR4� 6J _ IT T, DUE TO T11 ? QUALITY OF No.se 1)' x_ i9 �6gr9zTHr ORIGINAL DOCUMENT. 92 Z— bz — Oz - 8 s — EXISTING METAL ROOFING, PROVIDE NEW FRAMING TO 2 x 4 A ! 24' 0/C SUPPORT CRICKET METAL ROOFING TO MATCH hot ., BENT K, ATTACH THROUGH PLWOOD EXISTING OVER 15/ FELT Maorrm Desi CatoUP,P.C. —JOISTS - SEE FRAMING SIDING TO G1RFS AncHmCn v • 8PAm MNMNO PLAN EXPANSION J0114T PREMANUFACTURED ROOF I IBM SW j>•,err Pnk"Y.Sufte 9Z'S COVER/FLASHING METAL ROOFING TO MATCH TRUSS AT 24" O/C, ALIGN j�a�6p,Orgw970M 3 5/8" METAL STUD A7 EXISTING OVER 15/FELT WITH STUD BELOW 00�-� 16" O/C / 2 x 4 AT 24' 0/C -- 1/2" PLYWO SHEATHING 1 HOUR RATED SUSPENDED INTERIOR WITH 14" PLY. ONE SIDE S CEILING GALV CRICKET, SLOPE i0 LINE OF EXISTING v EACH SIDE OF STAIR ENCL. R30 BATT INSULATION 5/8" GYPSUM BOARD TYPE 'X' - - EXTERIOR BUILDING — TS 4 x 4 x 3i6 WITH }¢' GYPSUM SHEATHING ` --------moi--' 1p METAL SIDING TO MATCH _ CUT BACK EXISTING ROOF �. CON 7IN000S BLOCKING 4" METAL GUTTER � NOTE: EXISTING OVER 15/ FELT BATT INSULATIONPJ CONTINUO S SCREEN VENT WOOD STUDS MAY USED AT CONTRACTOR'S OPTION r BATT INSUL 1 � '--FLASHING, E%TEND 6" UP ROOF' %" GYPSUM BOARD WITH %" GYPSUM BOARD #8 DRYWALL SCREWS METAL SIDING TO MATCH AT 7" 0/C PREMANUFACTURED TRUSS EXISTING OVER 15# FELT h- GYPSUM SHEATHING AT 24" 0/C BATT INSULATION WITH #8 DRYWALL SCREWS INTERIOR EXTERIOR AT 7 O/C " GYPSUM BOARD ANGELES 18XI4D600 AT -----CONCRETE SLAB 12" O/C TYPICAL 1/2" GYPSUM SHEATHING Cr305._6 ': g , ,. ' ; . ,. •, • - LINE OF EXISTING BLDG ' 4" �orridor Section 2 Stair Enclosure at ExistingBuilding 3 Stair Enclosure !loof at Existi Buidi �� OF 4" ,p4'—'0'— Q• J12 A=1 -° 4.3 1 1120-7-0 a Stair Enclosure at Eave 9y3 D '/A 6 1'-O owner. , / EXISTING METAL ROOFING AND – Overflow STRUCTURE METAL SIDING TO MATCH ROOF LINE BEYOND EXISTING OVER 15/ FELT ALUMINUM DRIP FLASHING Corporation FLASHING ALUMINUM FRAMED WINDOW PT NAILER F REMOVE EXISTING GUTTER AT NEW CANOPY LOCATIONS, TIE INSULATING GLASS REMING INTO NEW GUTTER/ 5 DOWNSPOUT SYSTEM A41 9950 SW BluTljlatEl METAL ROOFING TO MATCH SIMILAR TWd,Oregm FLASHING 6" EXISTING OVER 15k FELT 6" 20 CA BENT E TRACK Project J -- ANGELES 18HDS400 AT building TS COLUMN, SEE STRUCTURAL 24" O/C SIM LAR 6 Remodel A4.1 34" GYPSUM SHEATHING 4" METAL GUTTER METAL SIDING TO MATCH —TS 6 x 3 x 3(6 EXISTING OVER 15# FELT FLASHING BATT INSULATION 8950 $W Bolnb&n Oregm GYPSUM BOARD Ted GYPSUM SHEATHING —ANGELES IBXHD600 AT Shmi Tnk METAL SOFFIT PANEL 72" O/C Architectural 5 s Wina Wall Section Cano Section s Stair Enclosure Window Section Details A4.3 4.3 DA1 2 �' -° 4.3 Dei-n=1 -0 4.3 D1i-2A '1 -o METAL SIDING TO MATCH EXISTING OVER 15/ FELT GYPSUM BOARD )j" GYPSUM SHEATHING RO'vom ANGELES IBXHD600 AT 12" O/C BATT INSULATION 4" RUBBER BASE FLASHING - "—!fes-,"�•—.` x�F-.�- - 1 � ', •. • i YIIDICN OESON P.4. 1Ra; ALL RIpITW RESUKD THEY ORAMMOS AIC THE PROPER OF •. MaDIEN DESIGN OROUP P.C. AND ARE NOT TO Y USED OR RIlR00 a3 M AN1 MANNER. EXCEPT MTM M PF" W FTEN E ' Y PEINNSSION OF MILOREII OEIMN OROIN, PC a •. • • - Date 30 O1:tobw 599 3 Dmw11 by: C kdW by: TA WEM Job Nwnber. 99018 Sheet of: 9 101t 12 Stair E�ncloeure Stud Wall Base A4.3 A4,3 A4.3 a.3 DBA Building Permit Set October 1993 A4.3 BUP93-0329 8950 SW Burnham St• n Of 363") r IF THIS DOCUMENT IS LESSII I 1111 III III IIyhIaI III I I III III I ''�TT�II II. 111 I I IIT TI 111 II}�I III III III I1L�I III III III IIb1 III TI1 II 1 1 T�111 1�1 1 1 III III III III III III II LEGIBLE. THAN THIS NOTATION, �'!I I �� I I VI I / I I I I OI I D� • bbl i I �� I �. -- . /�� j-�st �6 �(��7�7 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. I �IIII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illl�llil IIII�IIII IIII�IIII IIII�IIII IIII�IIII VIII III IIII�IIII Illl�mi iul�llll iul�n'im�ueiul�im ull�lu`iui�nu im�utl Ilu�lul un�lul mi�mi 9u�uli 9u�llu uu�nn uu�uu uu�un=uilun24X Keynotes 1. SUSPENDED ACOUSTIC TILE CEILING - SEE 9/A4.1 FOR BRACIN 2. GYPSUM BOARD CEILING 3. FUTURE SUSPENDED ACOUSTIC TILE CEILING M&DREN DEgGN GRmP, P.c. ARCHI'TIL- VR8 • SPACM P[.ANNIMM 11830 SW Kerr Pwt-way,Suite 325 LAM Oeweleor Oregon 97033 650��24+0552 A 3. 2 2 ! I I164I ! i4. I I � . .... ...................... __. i _}_. .._...�.�_ ___..I..__....._.�}...._ .___... .... ._�...._. ._.._.�.�. _...._.._.__-•�__.... '3056 MRA ..._.. ... j M _� _��__.'..._.-i........_i._...__. _.._.. OF , I I , II ,. _ }..........,. 1....__ .........1. ___...._._...._.....1_......_�...._..:..... 2 TYPICALOwne ' 3 E Ov .rflow r 1 ...._4._... I ... _ Corporation I I I a 7L It II 2 �._....... ..._.1__..... ..._._.. ........ __. ___._..__ _ I._._... ._... _._.... ► f � 895o sw Burnham__ __. ( _ . .___ .__..._' __.. ....�..._ __._. __. _.._.4____......__.._.�..._.._ _._..� �... Turd, Oregon ......... ...... Building I I I i I I I I I j I I I I 11 I _.. �..; �_ __.... __.._ _.. �...._.............. ._.....:.. ._. j _ ..... _ ..... Remodel I -H8950 SW Burr hwn Tigard, Oregon A 2 3. Sheet Title First Floor Reflected ceiling Plan r First Floor Reflected Ceiling Plan MILDREN DESIGN P.C., 1993, ALL RIGHTS RESERVED, Q THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN OR", P.C.. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANLIER. EX(�PT WN THE PRIOR WRITTEN PERMISSION OF MRAIEN DES10N GROUP, P•C. .flare 30 October 1993 Drawn by: Chocked by: TJK WEM Job Number. 93018 Sheet Of.. Building Permit Set October 1993 A5. 1 10 3 P93-0329 8950 SW Burnham St. �9 of dh ... .�. 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II III III I I III III Iii rlt 111 Ilrllllll I I�1 ill 111 III III III III I I III III III 111 ' 111 l�l 111 I I�I ill 111 ��> III III 1111111 III III VIII 1 LEGIBLE THAN THIS NOTATION, 1 11 I 1 I 1 I I 1 1 4 l I Ij l 1 6 I I I I I I IU I 11• I I 12 - - - --- ---1 - --- -- 1____ � —� --- — - l-- - -----g�_ �l-- ---------�--. _� 1T J c UUE TO THE QUALITY OF AST Im THE OfJG1NP.L DOCUMENT. -- --- -- -- . _ - — -- _ --- ---- -- - _ _ - T --- ---- ---- --- ----- --- — - � A7 - £ 6Z 8ti Lll7 97 4llZ ibL EL S iZ O��Z 8i 8i LT 1I91 42I I >'�1 £Ii ZTi i��1 �t ��6 ��8 L ��9 T4 t E Z T��ue III1 f 11111111111111111111111111111111111111�1111�1111 Illlllll illllllll�llllllllllllll�llllli IIIIIIIIIII Ilillllll IIIIIIIIIIIIIIIIIIIIiIIIIIIII�IIIIIIIII�II IIIIIIIIIIIIIII�IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII��I�IIIII1111 1111111 1 u1l�uli 11 11 II IIID 1111111 ulll Keynotes Q' k 1. SUSPENDED ACOUSTIC TILE CEILING - SEE 9/A4.1 FOR BRACIN 2. GYPSUM BOARD CEILING 3. FUTURE SUSPENDED ACOUSTIC TILE CEILING MumEN DESIGN GIMP, P.C. Aeras • SPACM >PLANNM 11830 SW Kerr Parkway,Suite= Lake Oen ng%O><egm 970M M 24+055 2 I +- 3056 F- I T Ir11LOR (( R. i -- OF TYPICA i j Owner. - Overflow 3 2 1 -' Corporation 8950 SSV $W><lh8ttl Tom, Oregon I Project: Building Remodel I ago SW Bumharn .,-4prd, Oregon 2 ' Sheet TftL- t Second Floor Reflected Ceiling ]flan RriWons Second Floor Reflected Ceiling Plan MILDREN DESIGN CRQUP, P.C., 1993. ALL RIGHTS RESERVED w THESE DRAWINGS ARE THE PROPERTY OF MII.DREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED N ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 30 October 1993 Drawn by: Checked by: TA WEM W Job Number: 930!8 N Sheet of. m {. f, N 6� [3UI'93-0329 Building Permit Set October 1993 A5.2 3 C a 8950 SW Burnham St. $: n 30 of 36-'7' F II' 'TH1� DOCUMENT JS El�l��l �llllll'I IIIIIIII �IIII � I IIIIIII II �IIIllllllllll�mTI�ll�j�l� l� l� �I �I��II�IIII�I III IIIIIII I III IIIIIIIIIQI 1�1�1�1111111;1I1�lll�ll�1� � Ill � l �l�j � Ij � l�l �l� j�l LFGIBI.T' THAN THIS NOTATION, 1 JG� ai�� I 4 Ll I I I }yam I I 0 11 ilr`j 1 IT IS DUE, TO THF QUALITY 01 No 3e THE ORIGINAL DOCUMENT. — - -- - - — - — - - ---- �- --- --- - - — T— - — - £ 6Z 8ti G�9Z 9Z fi�ti £Z S I iZ OZ 61 6i Li 9t 91 fit £i Zi ii i 6 8 L 9 T 1 Ililll11lll1ill�ll�� 1��1 �� j��l24 ) I I I ► IIII�IIIII,I�I��I��II�I��IIIII�II�IIII�II�lllllllll�llllllll��llil�lill�lilll d IIII II�IIII�IIII III IIIII�I ►► II►►III ►IIIIIiIiI� �II All Keynotes �. 1. TS 4 X 4 X ? 96'-40* VERIFY � Z. TS 6 X 6 X 3/4•1 VERIFY 23-7 1/4o& VERIFY 23-7 1 4 t VERIFY 24'-6 3 4•t VERIFY ,3. TSj X 5 X 8 t VERIFY /`5 112 2()'--5 1/4 3-0 16'-0 15'- 1 2" 16'-0• '-0" 20'-5 1�_ 5 1 2�. 8•t VERIFY 4. 4" CONCRETE SLAG WITH W.W.M. 6 x 6 - W 1.4 x W 1.4 AT 1•-6• 7'-7 1 4" 7'-7 1 4" 1'-s• Mu*m Det GR L P, P.C. CENTER OF SLAB IA1901MICrM a SPAU PLAMM 11 —— ——— 118,90 SW Kerr PUk"y,Suft= O I LAS Orw08%Orem 97085 ' EM 24+=2 I I ryJ# A 4 I 3. 2 -1 O OAN 2. I a 1 .... _.. P(D 2.r � Of —� ,: ...- .. c- � r � - C. J :� N I . I i - 10 - �, II `° L Cr I i TYPICAL �o ■ rn I � I ppm I N • _ Q, 16'-4 1/4" ;'-1 112- Ln 2" 71' 1 2' �C� g. �P 3-3 1/4 �........_.. ....__......_. ��.. 15.004 9 3 I 3 3'-0 1/2 — - ._ OR a Q 1 20'-8 3/4 • �1�,9 �Gl Y 25 "J0 Q' L J L 10 /' = Overflow �{ in ■ I 3 in o .►. Coq*ration r I 43 I O 3 SIMILAR 8960 SW Burnham ._ Tom, Oregon -H ' ■ N iJ Proms 10 n - T I Duilding 19'-7 1/2" ■ 37'-9" Remodel .-1 s-6" r 3 I I 4'-5 3/4" DD L LJ .:J:: " 'I Q LJ •H O 1,2210 0 s TYPICAL -H 53.1 S3.1 U I ......�'' S3.2 l O 'CID 8M 511 Btln]h8m TYPICALA4.2 _ _ TYPICAL I T*ard, Oin- on N r �....... -....._.j I r -1 A 2 ....... ..........:<!, I 2 q L _J....... _.._.... Sheet Ttt1e jll l � q . .............. _.......... M! 12 Foundation / I I \A4-2 TYPICAL 4 and Slab I O I Ilan 40'-6 3/4" 15'-2 112" 40'-6 3 4" Remom 1. 12�1�9 ' c t Wall Leemend Foundation and Footin Plan _ 2 '� - .��. Plan cne�h NO ALL WOOD fN PERMANENT CONTACT WITH CONCRETE T 1/8"=1'-0" 2 BE PRE S URE TREAT .__ _--- INEEREEMN 2x4AT16" O/C - SEE KEYNOTES FOR SHEAR WALL NOTES - WITI•1 ?" GYP. BOARD FOOTING SCHEDULE 2 x 6 AT 16" 0/C - SEE KEYNOTES FOR SHEAR WALL NOTES - WITH ?" GYP. BOARD NOMINAL S IZE S TE E L RE INFORCING MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS ONE HOUR RATED WALL, 3?" METAL STUDS � " � .. " A 4 -6 4 -6 1 -0 5 X 4 --0 #5 X 4 J-017- (2 X 4. AT CONTRACTOR'S OPTION) AT 16" 0/C 6 7'-0" 2'-6" 1'-0" 4 4 X &'-P #4 AT 12 O MpAREN DESIGN GROUP, P.c., 1903, ALL WITH ?" GYPSUM BOARD TYPE X EACH SIDE 34 CONT. RIGHT'S RESERVED© C 16'-0" 1'-6" 1'-0" _ 3?" METAL STUDS (2 x 4 AT CONTRACTOR'S D 5'-0" 2'-0" 1'-0" 3 4 X 4 -6 THESE DRAWINGS ARE THE PROPERTY OF OPTION) AT 16" 0/C WITH ?" GYPSUM BOARD E CONT. 1'-0" 1'- 10" 2 4 CONT. NOTTTTO BE USED OR RSIGN EPROOIWCED IN ANY F N.A. 1'-6"0 2'-6MANNER, EXCEPT WITH THE PRlCR WRITTEN " PERMISSION Of MILDREN DESIGN GROUP, P.C. , Date 30 October 1993 Drawn by. Chedked by: TA WEM Job Number 93018 Sheet of.. filaP93-0329 8550 SW Burnham St. 31 of 36 BuildingPermit Set October 1993 X1 . 1 IF' THIS DOCUMENT IS LFSS I f 1 I I I I I I i l l l l l III 1 1 1 1 1 1 1 1 1 1 1 T 1 1 1 1 1 1�-r 1� �LFGTBLF THAN THIS NOTATION, ----_ - - I - — I - - - - - --� _.. yJ — �� 8T O1 _—._� IT 1. DUF TO 'fill', QUALITY F 1'HE ORIGINAL DOCUMENT. -- --. - _ No.�e G I�Ir I O�Z 18i 81 Li `8t 9i 6i £i Z1 ti t 8 8 Illl�ll�lill IIII�IIIIIIIIIIIUI Ilil�llll IIII�(ill IIII�IIIIIIUI�IIIIIIIIIillll IIIIIIIIillllllllllllllllll �� III IIIII�IIIIiIIII�IIIIIIIII�illliliii�iiiilllii�iill iili�iiii iiii�ii i � �nll iil�llll illl�llll ull�llll III IIIIIIII II IIII�IIIIIIIII I ��IIIII+II�� i�l��l� Ilii Iln IIII I�� I��II KeynotesR y Y 96'-4'4 VERIFY 1. TS 5 X 5 X 24'-6 3J4"* VERIFY 23'-7 1/4-* VERIFY23'-7 1/4'1 VEAIFV 21'-6 J/1't VFAIFY 2. WI6 X 40 64 VERIFY -- 2• 20'-5 1/4' J'-0' 16•-0• 15'- 1/2' 16'-0' 3'-0• 20'-5 14' Wit VERIFY 3. 2 X 10 /1 AT 16O/C -6 7'-7 1/4" r-7 1/4- r-e' 4. 4 X 10 /2 MODREN DESIaI GROUP,PC. 5. 16" TJL AT 16" 0/C 6. 16" TJW AT 16' 0/C ARCWnCFURN " SPACE rLANNM 18 Q - -------- 7. SHEARWALL: 2 X 6 DFN2 A7 16' 0/C WITH 16' 11&90 SW Kar Parkway, Satte=' PLYWOOD ONE 0.0FaQan970� OK1e2,Orego SIDE WITH 8d AT 6" O/C .AT ALL PANEL EDGES EXISTING COLUMN (OUTLINE ` AND 8d 12 ' 0/C FIELD NAILING. P.T. BOTTOM Q Lake Q6wt; 44-0552 ti H 8. SHEARWALL: 2 XrY 6 DF 2 AT 116O/C " O/C WITHPLYWOOD ONE -SHEAR WALL - SEE S1.2 2 17 r� I 1) 3• SIDE WITH 8d AT 4" 0/C A7 ALLLL PANEL EDGES AND 8d 12" O/C FIELD NAILING. P.T. BOTTOM Q n 2. WITH %"0 A.B. AT 2'-8' O/C 70 FOOTING )¢'0 THROUGH BOLT 6' /,\ 9. SHEARWALL 2 X 4 DFp2 AT 16' O/C WITH %' GYPSUM BD. EA. -. ' FROM TOP AND BOTTOM OF 16 4 A, SIDE WITH 5d COOLER NAILS AT Y O/C AT ALL WALL AND 24. O/C 3 /' 2 STUDS, TOF AND BOT Q. P.T, BOTTOM Q 53.1 -7 4 16 1 l 61,2 WITH %"0 PARABOLT AT 48" O/C, MINIMUM 1 f , _ _ I e1.y (2) PER WALL. DRYWALL SCREW OPTION: k8 A7 1'-6• 6 13 1 13 m 7" O/C IN LIEU OF COOLER NAILS - EXISTING GIRT � - 2' L _ _� n GYPSUM m - 16 _ 10. SHEARWALL: 2 X 4 DF#2 AT 16' 0/C WITH %' BD. ON NZ7 �- SIDE WITH 5d COOLER NAILS AT 7" O/C AT ALL 1N e - - STUDS, TOP AND BOT QP.T. BOTTOM Q EXISTING SIDING WITH %"0 PARABOLT A' 48" 0/C, MINIMUM (2) PER WALL. DRYWSILL SCREW OPTION: N8 AT 7" 0/C IN LIEU OF COOLER NAILS 11. SHEARWALL: 2 X 4 DFN2 AT 16' O/C WITH %" GYPSUM 130. ON SIDE WITH 6d COOLER NAILS AT 4" O/C AT ALL m STUDS, TOP AND BOT Q. P.T. BOTTOM Q mn _..... ... ....._... -..._.. ... .... .. ..___.._.. 10'-4114* ...`... - 19'-7 i 1• �T TYPICAL ry WITH %'0 PARABOLT AT 48" O/C, MINIMUM �PI�E,�� a 14 u (2) PER WALL. DRYWALL SCREW OPTION: #'8 AT S �G IN EU GV 1 R -_._,_ _�_,-. 12. SHEARWALL: 2 X04CDFN2IAT 24" O/C EWI H NAILS PLYWOOD ONE ✓ 1� _ / 4 J'-31 v - f�-'lµµ LJ Y-01/2• SIDE WITH 8d AT 3' 0/C AT ALL PANEL EDGES Dae00H e (� L- 13 20'-B J 4 AND 8d 12 0/C FIELD NAILING. P.7. BOTTOM Q F,9, �.Y26 '`�PQ� -=_ --_ " WITH %-0 EXPANSION ANCHOR A7 36" 0/C q0 G. 14 �Shearp Wall at Existing Column 3 s3.1 I� 13. SIMPSON H02A WITH (1) % A.B. OR PARABOLT WITH 3- She 1/2 =1 -0 2 - "- d MINIMUM EMBEDMENT WITH SPECIAL INSPECTION AND (2) %"0 D22 g S1.2 11 r + ,i ,� 1 ( M.B. AT STUD �� « , sruauE 7 X� j %' 8 19 _ 14. SIMPSON LTT19 WITH (1) X'O A.B. OP, PARABOLT AND Overflow i TYPICAL TYPICAL AT -- -� .-.. * NORTH wALL " l n (8) 10d X 1)¢' NAILS A7 WALL STUD + m \ -- 15. LINE OF SHEAR WALL ABOVE r> _ -J _ 13 Corporation c 20 5 _. 3 _. 11 i.-. 20 16. TS 4 X 4 )(6 ^' �' R---- . ...-...... .....__..... 17. TS 6 X 6 �(6 .t 1 18. ANGELES 18XH0600 METAL STUDS AT 12' O/C AT STAIR 3 ENCLOSURE WALLS °�y 1 1. � __)� II S1.2 19.CSIMPS CONTINUOUS BETWEEN WIDE ANGE MS. 5 `J y \. \`\ srMfLAR NAIL EACH END WITH (13) Bd AND 8d AT 6' O/C TYPICAL TO y TUBE STEEL - SEE PLAN I �I�- =J YPI 2 z 4 LOCKING BETWEEN FLOOR JOISTS 8950 SW BIUTIbat11 14 1 2 4 "' 2 . 2215 AT ALL TOP PLATE SPLICES TIQar'tl, Oregon SHEAR WALL - SEE S1.2 m 53.1 S3.1 9 - - 5 2 5 10 }' ,1 4 TYPICAL ! �, 1 N •y - !CAL A )J-0 THREADED ROD EACH N_ I m ; Y 4 522 rH w PERM: SIDE 6' FROM TOP AND 807. = ,� - - _ S3. 72 - ]wilding OF WALL AND 24' 0/C �, tR 7 112' - _ - Remodel EXISTING GIRTFF m 11 3 1 13 z 53.1 12 3 S1.2 53.2 - 16 13 1 EXISTING SIDING m 1 Att S3.f 53.1 rnrcAL 3 18 S 9 6 S7.2 « 53.2 0 8950� Blll'nbBill 53.2 53.2 1 4 8 _ 16 2 Q T�, Oregon 53.2 53.2 4 S3.2 A 6 7 7 Sheet Title 17 S3.2 15 Second ]Floor 10 ]Framing !Plan f 53.2 I t 2 Shear Wall at New Column SL2112';', O 023 40'-6 3/4- S3.2 18 15'-2 t z' S3.2 40'-6 3/4• EXISTING COLUMN I R.tV1al0I1S DOUBLE TOP Q ;YP. SHEAR WALL - SEE 51.2 Pricing2 12-"EACH SIDE WITH e Second Floor Framing Plan Plan Chocit HDSA - (2) )("0 MB AT TOP PLATE 1/8"=1'-0' AND Z2 THROUIG "LUMNE%EB.THRADED USE Wall Legend _ SIMPSON LTT79 AT SIMILAR TE: ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO CONDITION 14.0 THROUGH BOLT 6" z BE PRESURE TREATED FROM TOP AND BOTTOM OF j1ff3Ej[jUff]ffM 2 x 4 AT 16" O/C - SEE KEYNOTES FOR WALL STUD AND 24. O/C SHEAR WALL NOTES - WITH %" GYP. BOARD 2 x 6 AT 16" O/C - SEE KEYNOTES FOR NItDREN DESIGN GRGbP, P.C., IDpy ALL SHEAR WALL NOTES - WITH %' GYP. BOARD 1M'1 REViR�EO O ONE HOUR RATED WALL, 3JTHESE ORAMINGS AAE INE PROPERTY OF�" METAL STUDS YNMIFH DEVON MOUP, P.C., AND AAE (2 X 4 AT. CONTRACTOR'S OPTION) AT 16" 0/C NOT TO K UM CN 11EPR000OrD IN ANY NANNFA, EXCEPT TRTH THE PRIM "I"M WITH %" GYPSUM BOARD TYPE X EACH SIDE PERMISSION OF NRDREN OL9Q1 GROIA, PC f -1 3,16" METAL STUDS (2 z 4 AT CONTRACTOR'S Date 30 October 1993 OPTION) AT 16" 0/C WITH " GYPSUM BOARD Drawn by, Charkedbl" BUP93-0329 l(( TA WEM ^^^JJJ 6950 SW Bumhem St. \ Job N111ilbp! 93018 32 of 36 3Shear Wall at Existing Column sheet Of.. ��D[a 2R=1 -O ----- --- - r Building Permit Set October 1993 S1 .2 IE THIS DOCUMENT 1S LESS I r 111 III -�-I III Ijl IyIX SII III IIS _ I 1 I I I II IIIS 11 r�l j 1It 1Ir rl�I �[1rlr 111 Itl1 1111 IJill 11 THAN THIS NOTATION, 6111111111111141 I I O �� 111 IT IS DUE TO THE QUALITY OF N•.ae e,�s^,;, THE ORIGINAL DOCUMENT. - IIIIIII III�IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII Illl�llq IIII�IIII IIII�IIII IIIIIIIII IIII�IIII IIII�IIII IIII�IIII Illl�llli Illl�lui im�llu illllugilllllm tlli�ultiul�nu iul�lnl elllllll un�uu iu�lllll sli�lul 9 ni�nll un�uu ILlllllm 1ui�uu24X 4 Keynotes S3.2 6 TYPICAL S3.2 1. 4 X 10 DF#2 2 TS4X4X6 _ _ 1 2 3. SIMPSON ST6224 STRAP ACROSS HEADERS _L S3.2 4. 2 X 4 AT 24" 0/C WITH 14- PLYWOOD ONE SIDE WITH 8d AT MdDREIV DE51GN GR,oup, P.C. � ARQirrBL'rUR! • 6PACZ i'I.ANI4IINI[s ` 4 6" 0/C AT PANEL EDGES AND 12" A7 INTERIOR SUPPORTS, 11890 SW Kerr Parkmy,Stine BLOCK ALL EDGES 5. PT2X4Q WITH "0A.B. AT 24" 0/C LAM Oswegq OI1loOA 970,E S3.2 7 6. TS 6 Ai 6 z jos M 244'�1IZ" J TOP AN 7 LOWER r100F LINE 'x 8. 12 GA CHANNEL D BOTTOM OF NEW OPENINGS _ _........__..._ I > ..............................._... - - - 3 S3.2 2 6 ::: 9. ANGELES 16T400 TRACK EACH SIDE OF NEW OPENINGS -I Imo. {--- --- - I _._ .---- --- -- . ..__... .. _.. 1 TYPICAL THIS TYPICAL THIS _.. - --1 10. CUT AND REMOVE EXISTING GIRTS AT NEW OPENINGS 11. LINE OF EXISTING OPENING WALL LINE / \ ....-..:: 4 .... WALL LINE 12. EXISTING GIRT TO REMAIN } 13. RELOCATE ASD INSTALL ADDITIONAL SAG RODSTO MATCH I _ . 1�-=-"�= I _ t _ �._.._. _... .....::.�:I� �� ' EXISTING EACH SIDE OF WINDOWS , : ='S L/77 ��,_ _-- or 14. ADD GIRTS IN EXISTING OPENINGS FOR NEW SIDING ' C.-. -:3 5 • S3.2 East Elevation _ - Entry Shear Wall Elevation 2. Entry Shear Wall Elevation S 2 • S2 . 1 i 4 S3.2 12 YPICAL TYPICAL TYPICAL TYPICAL TYPICAL 53.1 13 9 8 12 15,oao r 10 --- - /00�3� --- ` orltaox r G. ''►P 7 1 -/ owner S3.2 -- I�_ - __ _ - - - _ - - $ 6 TYPICAL ~ S3.2 S3.1 Overflow Corporation S .1 S3.1 I SIMILAR 53.1 7 �12 S3.1 MO SW Burnham 53.2 TVard, Oregon North Elevation 1/8"=1'-0• Project Building ]remodel - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - _ M SW Burnharn • � f i i ......._..._._....._m...� i I Shut T_........_...._.. �. c ---- _. . Tstructural .................. iin I- . T� II IE levations 11 11 11 11 11 11 14 TYPICAL • West Elevation F r Prlcf 2. •n2-28-93 - - �- Check /..t RIGHTS RESERD ,YI GROUP, P.C., 1003, All VE _ - - - �\�w, THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP P. AND •�� NOT TO C. u AkE 0 BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN t...., PERMISSION OF Mbl)REN DESIGN GROUP, P.C. Data 30 OcWW 1993 Drawn by: Checked by: TA W'EM South Elevation Job Number. 93018 Sheet Of: HUP93-0329 8950 SW[3urnhan� St. 33of.3Ei BuildingPermit Set October 1993 . X2. 1 IF THIS DOCUMENT IS LESS l�l�llfllllllll IIIIIII VIII I IIIIIil4lllll I III III 111111 I�IIIII VIII I lllllll lllllll IIIIIII Illilll IIIIIII IIIIIII I�111�1 11111 t T�T1111 111 1�1 IIIIIII I�IIIII I�Illll lllllll y�-��`- ""� �`"';,, } LEGIBLE THAN THIS NOTATION, _ I - 11 --I -- 1- I - J -- 4 I I I CI IT IS DUE TO THE QUALITY OF No.3e ��r_w �St /60 THE ORIGINAL DOCUMENT. - - --- - - -_. ----- Ulti II �Z 8rZ IIILZ 9� �Z JJ bZ I t�.L GrL I ijW OT 6i SIL Li �I L I t�1,��•�� VIII IIIIIIIIIIIIII�IIII IIIIII��I illl�llll IIII�IIII IIIIIIIII IIII IIII IIII�IIII IIII IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII IIII IIII IIII IIII �� ! ��l� I�� IIII !�!� IIII IIII !!!� IIII !!�! IIIIIIIIIIIIII IIII �� IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIIIIfJIII "R33 BATT INSULATION PLYWOOD SHEATHING )1" PLYWOOD SHEATHING --R33 BATT INSULATION WITH 8d AT 6" O/C AT WITH 8d AT 6" 0/C AT SUPPORTED EDGES AND 12" SUPPORTED EDGES AND 12' —FIRE SAFING IN FIELD �' IN FIELD c --------2 x 4 BLOC BE T WEE_-N /��`'`� 2 x 4 BLOCKING WITH 16d A 2 x 4 BLOCKING BETWEEN _ --FIR_ SAFING TRUSSES WITH 16 Td T 8' C / MU)REN DESIGN GR", P.C. 2 8" 0/C, MIN.1N. (2) PER PIECE TRUSSES � MIN. (2) PER P1ECL _ 3/4" PL)'WOOD SHEATHING •,�.•-- DOUBLE ROW 8d AT -3/4" PLYWOOD SHEATHING 2� DOUBLE ROW 8d AT A �� » 11890 SW Kerr Pvlcway,S�1f+e 92S WITH 8d AT 6" 0/C AT 6" O/C TYPICAL WITH 8d AT 6 0/C AT 6 0/C TYPICAL 1 �W SUPPORTED EDGES, 12" 0/C SUPPORTED EDGES, 12 0/C UBL- 2 x 4 TOP IN FIELD 2 x 8 WITH )%`0 M8 AT 2'-8" M 24+= IN FIELD JOIST -- SEE FRAMING PLAN 0/C, ALTERNATE SIDES JOIST - SEE FRAMING PLAN TJ TRUSSES AT 16" 0 TJ TRUSSES AT 16 OIC 2., :• FOR SIZE AND SPACING /C - FOR SITE AND SPACING / SEE FRAMING PLAN 2 WITH TOP CHORD FULL DOUBLE 2 x 4 TOP IL DOl18LE 2 x 4 TOP IEW 16 X 40 WIDTH OF BEARING WAiI a2x10DF12AT16" OIC WITH SIMPS-00 JB 210 AT F TOP OF_WALL F7L— I f EXISTING METAL SIDING EXISTING METAL SIDING 2 x 4 OFt2A T 16` 0/C, ALIGN STUDS WITH JOISTS EXISTING COLUMN BEYOND � ABOVE. SEE PLAN FOR SHEAR WALL NOTES 5/80 GYPSUM BOARD WITH 6d5/8" GYPSUM BOARD WITH 6d • - 5/8GYP BO 6d COOLER NAILS AT 4" 0/C 6d COOLER NA/L5 AT 4' 0/C -- 2 x 4 DF,#2 AT 16* 0/C 2 x 4 OF�12 A T 24" 0/C ALIGN WITH FLOOR JOIST SEE PLAN FOR SHEAR \ �n ABOVE. SEE PLAN FOR SHEAR WALL NOTES - _ wai.L NOTES I N jE'�D R19 BATT INSULATION �– R19 BATT INSULATION - SUSPENDED CEILING 15,0 1 Wall/Floor at ,Existing StructureK`2_� sten Wall Truss to WE Beam 3 Wall Floor at Exi a Truss to Beari Wall cF �°�.�,� 53.1 D1/2 =1'-0`218A1 D3 53.1 53.1 A 1 1/2 =1 -0 9gAQ Q. NP.IPQ, ) I � 18A2 SIMPSON MST126 I I 2 x BLOCKING -- EXISTING GIRT I I CUT EXISTING GIRT AT Overflow 2 x 8 NAILER - SEE I NEW OPENING DETAIL 2/s3.1 CorporationJOIST - SEE FRAMING PLAN ANGELES 167400 TRACK FOR SIZE AND SPACING EXISTING METAL SIDING I I EXISTING COLUMN (OUTLINE APPROXIMATELY AT FLOOR BENT IL }�" x 4" x 4" WITH LEVEL) 2" 2X '} - - +J I (4) #10 TEK SCREWS AT SW BUT 12 GA CHANNEL fi EO.82 SHlM TRACK AND (2) 1 �' X" x 3 x COLUMN 89Burnham1 1/2" I SCREWS A7 GIRT _ WIDTH PLUS �", FIELD 1' Oregon #10 SCREW WITH NEOPRENE 1B� BEAM SEE FRAMING PLAN WASHER AT 12' 0/C I V'ERFIY 4 x 6 I 12 GA CHANNEL 2}j 1001 6 Project— — 0.82 x 7" x 7" WITH I CUT EXISTING GIRT T + + 1Buildin 3/16 (2) -X`0 A325N --------- g NEW OPENING + _ + Q Xs" x 4' x 1'-4" WITH -- }¢"0 THREADED STUD AT 6" SEE 7/A4.1 FOR FINISHES (4) J6`0 M.B. 1t ,�lYlodel I Ai4D WINDOW SECTIO FROM TOP AND BOTTOM SEE 5/A4.1 FOR FINISHES AND WINDOW SECTION — _ — 2" -I" #f0 SCREW WITH NEOPRENE I � OF COLUMN AND A7 24' 0/C � - - - � WASHER AT 12" O/C INTO I TS COLUMN -- SEE FRAMING I' PLAN EXISTING METAL SIDING I II 8950 SW Burnham ANGELES 167400 TRACK AT I + Tigard, Ot�Cg�R I OPENING, BEND WE13 AND SCREW TO CHANNEL WITH (2) I 2 x NAILER i 110 SCREWS, TYPICAL LA- I SEE PLAN FOR SHEAR I ` - - - - Sheet Title WALL NOTES YL #10 SCREW WITH NECPRENE Structural WASHER AT 12" O/C INTO ri" Floor at Interior BearinaWallr6 '� Window Head � Window Jamb EXISTING METAL S1DI G I Detaits 11,2"=1'—O" 3" 1._D ,_ . s Channel at Exist.ng Column D4 •� D16A1 �•� 316A3 0 •� 1 1 2 =1 -0 �> 1/4" 7 I/2" r- I I/4' � — - D I I I EXISTIMG METAL SIDING + + SEE PLAN FOR SHEAR EXISTING COLUMN BEYOND CUT EXISTING SIDING FOR - - WALL NOTES 1 -6" FLASHING �1 - R19 BATT INSULATION _� � "I>f THREAD T A " GYP BD EXISTING COLUMN FLASHING PHCty ED STUD T 6 _ _ 12-" FROM TOP AND BOTTOM --- 2 x 4 DF#2 AT 16" O/C - METAL ROOFING 70 MATCH Plan Check -fn1 OF COLUMN AND AT 24' O/C ALIGN WITH FLOOR JOIST + EXIST NG GIRT EXISTING OVER 15# FELT ^� ABOVE. SEE PLAN FOR SHEAR TS COLUMN - SEE FRAMING WALL NOTES + --- 20 GA BENT F TRACK PLAN - - -- PT 2 x 4 ? WITH X"0 �--- EXISTING SIDING --- ------ R X 10" X 10" WITH `— PARABOLT EXPANSION ANCHOR ---~~ -_.--ANGELES IBHDS400 AT (4) j("0 PARABOLT � � • • - — "-- AT 4'-0" 0/C 24" 0/C -- 1 1/4" EXPANSION ANCHORS a x ' R33 BATT INSULATION 1"0 HOLE AT SCREW TS 6 x 3 x CONNECTION 0 GIRT ifs -- - 3/Is ' . i - - (2) #10 TEK SCREWS 02 20GA BENT CLOSURE AT EACH GIRT TRACK WITH X10 SCREWS A wILDREN DESIGN GI P, P.C. 1993, ALL • - EXISTING 6" SLAB ILDR . � , 5 E4ERVED 2" O/C TO TS " SID114G TO MATCH EXISTING THESE DRAWINGS ARE THE PROPERTY of EXISTING 6 CONCRETE SLAB — TS 6 x 3 x Xs MIIDREN DESIGN GROUP, P,C., AND ART: CONNECTION AT VERTICAL M�rTiriER,BE p w°RiTMmePRIOR i ;r"�+ NON-SHRINK GROUT TS SIMILAR TO 31S3.2 PERMISSION OF MILDREN DESIGN dt0i1P, P.C. � EXISTING 8 WIDE FOOTING TS fi x 6 x JW OR Date: 30 October 1993 3_" CLEAR SEE FOOTING SCHEDULE –� ~^� by:----EXISTING GIRT FRAMING _ _ 13END FLANGES OF STUD Drawn Checked by: _ ----- -- - -- T AND NEOPRENE WASHER AT TJK WEM TTACH TO 12" O/C TYPICAL --- -�` (2) #10 ACRE WS TS WITH -- -- --- -- -------------METAL SOFFIT PANEL Job Nwnber. 99018 " Sheet ot: rq` Column Base at Interior Bearing Wall to Wall___at E-xistingStructure r Facade Feature Plan __ 12 Cana Section �S3.1)3/40@=10-0" HUP93-0329 S3.1 ' 1 2 =1'-0 1 1/2 -1'--0 1 112"=1' -o" - - D i •� D20 •� Building ,°S D21Permit 8950 S W Burnham St. Set October 13 X3. 1 d 34 o0v � MM,n;nnN,vwMNm'., .r.,.,,,.:,. . -•„^^„yya.,�in«..._ .. .,..... ... ;.,,s.rnbn:,:. .:, .. .:.•,. _. .;.'/d�o•.gr+a...rrvrtk..yrtp•,«.w „a...:r:raa aMk�+!r1F'i?.'l;fk28 IF THIS DOCUMENT IS 1.FSS rlr�ilrl,lilili ► lilili hili i iii iji ili�i�j� lililili1��r�7 �III� I� � I� li i il �lll� tl� l�l � Ili Ili hili i Ili Ili ilili�� 1��> >��1� ��lll�� 11� ��1 il�l�l� �I� �� il � l�li � I� LFGTBI,F T11AN THIS NOTATION, 1 I J i L� Ij I 6 I �J I $ �� 1_ � �_ _____1_ _ 1T 1S DUE, TO THF QUALITY OF TIiF O1tT G]NF.i, DOCUMFN'i', -.-- --_- - 11-_-____ _ l J 1 j T rNo.�e IIIIII�IIIIIIIII�IIII III�IIIIIIIII�IIII IIII�IIIIIIIIIIIIIIIIIII�II�I�IIIIIIIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIII Illlllll�lllllllll�llli ill��lilll�iii�l £iiiiii iiilllll�llliliiii�iiii L �ii��i� �l�� n�� VIII 3 ANGELES 18T600 TRACK A4 WITH 110 TEK SCREWS A L L ANGELES 18XHD600 AT 12" 0/C PL WOOD 12 0/C TO TS COLUMN STUD BLOCI OPEANGELES 187600 TRACK MumtEN DESIGN GROUP AND TO WALL + CUT FLANGE AND SCREW PREMANUFACTURED ROOF . �� i P.c. (2) #10 SCREWS TO TS COLUMN WITH (i) TRUSS AT 24 0/C, ALIGN PLANN94G (2) SIMPSON CS150 (1) #10 TEK SCREWS EA. S10E WITH STUD BELOW 11890 SW Ilett Pi kwq,Suite X26 A EACH SIDE, ATTACH WITH — 1/2" PLYWD SHEATHING Lake OsoveQ%OrftOn 970 2 x 4 A T 24' 0/C #10 TEK SCREWS AT 6" 244-M WITH 16" PLY. ONE SIDE 0/C WELD TO TS COLUMN 8d AT 6" 0/C I WITH. 8d AT6" O/C AT PANEL EDGES AND 12" 0/C INTERMEDIATE MEMBERS, BLOCK ALL EDGES ANGELES ISXH0600 AT 24" 2 X BLOCKING BL A ANGELES 18XHD600 AT O/C* BETWEEN WINDOWS 12" 0/C SIMPSON H2.5 AT EACH TRUS 2 x 4 8 WITH 16d AT 2 x 6 WITH #10 SCREWS AT 12" 0/C STAGGERED 12" 0/C, STAGGERED � ---- STUD BLOCKING A7 STRAP g /--- --- SIMPSON CCO (ECCO AT ANGELES 187600 TRACK WITH END CONDITION' S3.2 (2) ,�10 TEK SCREWS (2) ,#10 TEK SCREW TO TS AT EACH STUD PREMANUFACTURED TRUSS COPE WEB FOR SCREWS -�' AT 24" 0/CL_i ANGELES IBT600 TRACK WITH 110 TEK SCREWS •�— TS 2 x 6 x )(6 ANGELES IBXHD600 AT X4h- X4jj AT 12 0/C 12" 0/C TYPICAL wo V N AL `7 1 2" GYPSUM SHEATHING (2) �' X6" x 3" x 4", (1) TS COLUMN - SEE PLAN ,^ / we - TS 4 x 4 x �f 6 EACH SIDE ' 7S 6 x 6 x ANGELES 18XHD600 AT 12" 0/C -- �6 TYPICAL � L LINE OF EXISTING BLDG �� L 2 x 2 x�g x 4" v �`',5,r,�,.l � 1° RETURN 4 , - e EACH SIOE s TS6x6x �(a 1 Stair Enclosure Roof at ExistinaBuidi 2 Stair Enclosure Shear Wallr3'�Stair Enclosure Window FramingStair Enclosure �4 at Eave q , D11 2 =1'-0 Vy. 316 I#.= =I -0 D10 2 -1 -OVy- D6 1 112"=I#-0 F'0 G NR• \@3• , jj" PLYWOOD WITH 8d �y�; AT 6' 0/C AT SUPPORTED FACE OF EXISTING BLDG PANEL EDGES AND 12" 0/C Overflow 4 TS 4 x 4 x6 IN FIELD ANGELES 18T600 TRACK Corporation 2 x 6 WITH #10 SCREWS I I WITH (2) #10 TEK SCREWS ' AT 12" 0/C STAGGERED I I TO EACH STUD TT 1 1/2" 7" 1 112 I I I I NOTE: ANGELES 18T6C0 TRACK WITH SECTION I I I AT CENTER COLUMN, SET (2) #10 TEK SCREWS I I TS ON EXISTING FOOTING AT EACH STUD I 8960 SW Burnham T I I WITH (2) -X-0ANGELES IBXIID600 AT 12" 0/C"4 PARABOLT PREMANUFACTURED TRUSS I I #QBrd, Oregon L I EAXPANSION ANCHORS AT 24" 0/C I T ANGELES 18XHD600 AT 24" A ---#10 TEK SCREW TO EACH I I 0/C± BETWEEN WINDOWS I TRACK, COPE WEB I I BEYOND Projwk I ANGELES 18XHD600 AT TO TRACK I 12" 0/C WITH )¢" GYPSUM + + I I BOARD EACH SIDE ..-- I.uildin WITH 8 DRYWALL SCREWSLINTEL.GC ES 18TA800 TRACK I I OPE LLE AND I I IRemodel I EXISTING CONCRETE SLAB AT 7" O/C + + ATTACH 70 DOUBLE STUD I TS 6 x 2 x AND F00 i ING -_-- __--__ _- _ WITH (2) #10 TEK SCREWS AT I I6 �!' t. ''' �' * ,r 'i• • ' '�• SIMPSON CS150 WITH BLOCKING. EACH STUD I I (2) 110 TEK SCREW TO TS r SEE DETAIL 2/S3.2 I I AT 12" 0/C t• " x 4}�" x 10" W,7H A (2) :�'�•;� (2) 0 A.B. ANGELES 187600 TRACK ..�. . . ,• WITH (2) #10 TEK SCREWS DOUBLE STUD EACH SIDE OF TO EACH STUD Tigard, Oregon 1" NON-SHRINK GROUT OPENING -. )4" GYPSUM SHEATHING ., (2) 4 x 4'-6" ANGELES 18XHD600 AT Sheet T� 3 CLR. - - — 12" O/C 2#-0" e ELEVATION Structural 5 Stair Enclosure Footingat ExistingBldg Stair Enclosure Shear Wall Stair Enclosure Lintel Elevation s Stair Enclosure Window Section Details 3/4 =1 -010 1 1/2"=1 -0 1 112"-V-00 1 1/2"-1'-0 D15 VY109 011 # - 2 x 4 A T 24' O/C ANGELES 18XHD600 AT ! W1TH PLY. ONE SIDE 12" O/C WITH )J" GYPSUM WITH 8d A7 6" 0/C AT BOARD EACH SIDE PANEL EDGES AND 12" 0/C WITH #8 DRYWALL SCREWS I AT INTERMEDIATE MEMBERS, AT 7" 0/C - " GYPSUM BOARD BLOCK ALL EDGES )j" GYPSUM SHEATHINGlona PLYWOOD I 1. 12-1-93 WITH Ad AT6" O/C AT - ANGELES 18XHD600 AT INTERIOR SUPPORTED EDGES AND _ --- - - TS 4 x 4 x 12" 0/C � s WITH 2 12`-2893 12" 0/C IN FIELD _ WITH X-0 THREADED STUD P18AOCIC LINE OF EXISTING 2 x 6 WITH (2) #10 AT 24' O/C WELDED TO COL. EXTERIOR BUILDING SCREWS AT EACH STUD -ANGELES 187600 TRACK WITH - TS 4 x 4 x X6 WITH 14"b P.B. AT 4'-0" 0/C WITH )�"0 THREADED STUD I -- 12 GA x 1 BENT R WITH (2) 110 TEK SCREW AT AT 24 0/C WELDED TO COL. (2) 10d EACH SIDE 1N EACH STUD - ANGELES 187600 WITH 90TTOM THIRD OF HEADER j #10 TEK SCREW A7 12' OAC » » N--x—x-4-x TO TS COLUMN � )� x 4 x 4 a " GYPSUM BOARD WITH #8 DRYWALL SCREWS MILDREN DESIGN GROUP. P.C.. 1993. ALL RIGHTS RESERVO AT 7" 0/C o -----'� ' GYPSUM SHEATHING •I THESE DRAWINGS ARE THE PROPERTY OF - •. � ��__ " MILDREN DESIGN GROUP, P.C., AND ARE Ke 2 ♦ 4 CONCRETE SLAB WITH NOT rO BE USED OR REPRODUCED IN AMY W W.M 6 x 6—W.14 X W1.4 MANNER, EXCEPT WITH THE PRIOR WRITTEN WITH #8 DRYWALL SCREWS a • _-___ PERMISSION OF MR.DREH DEEM GROUP, P.C. A T 7 0/C ANGELES 187600 TRACK 4 x 10 DF#'2 _ 1 • AT CENTER OF SLAB Date:WITH �r10 SCREWS AT -------- ___ 30 October 1993 12 0/C - - (2) #4 CONTINUOUS Drawn by: ChwJwd by: BUP93-0329 9950 SW Burnham St. i,. TJK 1fl -0 Job Number. 93018 TS6x6x6 rq_'� Stair Enclosure at Existing Building rio*"� Stair Enclosure Shear Wallril� Stair Enclosure Framingat Exi8tOng- Bld Stair EnclosureSt1 `u \$3.V g.•._. 12 Stud Wall Base 1 1/2"=1'-0" 1 1/2 =1 -0 1 112'=1 --0" _ 1 1/2"-1'-0' — D12VWD17D14 D8 Building Permit Set October 1993 X3.2 as^-•.........._.._ .,.._. ..__-......-�._ .3 .. wY -^,_ �_:_-.as -s`s:c^t:+-.�;,�� ... -:..=.u;p.adC::.ff7�li':S.i�"7"�dC7'K . 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W 1 �" I ;�• I w�Ci - I VTR o SH2 I FD 1 �� D F 1 - VI�i 1 VTR I T ? wi1 I 1 � � - k E– Ips 1 CW UP TO 2no FLOOR . WC1 ` •t i ( z Q " r F- I L1 SUTURE 2 CW R ISE UP L- —( [:DF1 I CJS d ' - C 2 INTO CEILING y , �aoM 5, SPACE . I L 1 ,.��.. - L 1 L 1 I N■■■4 'Co_ W • C ~ lo Z W WASTE Down - C V = N " FROM 2nd " 1 WASTE DOWN cis cr) m FLOOR FROM 2nd FLOOR . r I " • W to r J* ` N �d Q • z a V m s ; C QCL J -41 0 � T L +,_�, - n �� a ,1_7'. � +Yj- , � '1 O W CONNECT TO EX I ST TNG WASTE , VERIFY CONDITION IN THE FIELD . �4 HB1 _ + r I � O r u --J W � O/D LLJ O ry Of O O L� o O a- Q 1� cr— F R S T FLOOR PLAN PLUMB ING _ SECOND F_LOOR _PLAN PLUMP ING O U z 01 ' 5 ' 15 ' 25 FEET 01 ' 5 ' 15 ' 25 FEET a � 6 2 ' 10 ' 62 ' 1 0 ' [� - __J o P IP ING LEGEND – PLUMB ING – — O NOTES TH I S SHEET ' SAN I TARY WASTE BELOW GRADE W � _...__ � O VENT V - - - V - - - - - V - - - VENT BELOW GRADE V V - -/-- - --� V -- -� - 1 . COLD WATER, R I SE UP TO SECOND F LOOR F I XTURE. SEE 2/Pl . I 1 � 1 2,/9 . COLD WATER CW -- 2. VENT P I PE, R I SE UP TO SECOND F LOOK. SEE 2/Pl . DATE: COLD WATER BELOW GRADE CW ---T - -- -T--- HOT WATER HW - - SCALE: AS NOTED STORM DRAIN ST ST PLASTIC FIRE BELOW GRADE F F — ---- -- ---- �_.____ ��__ __--� -_ --- __-_� DRAWN BY: ___ _ HOT WATER RETURN HWR - - - -- - CONCRETE SEWER P IPE CSP JOB NO: 9338 CAST IRON CI CLEAN OUT TO GRADE CO WALL CLEAN OUT WCO SHEET NO. EX IST ING (E ) NEW CONNECTION TO EXISTING (%0 �j 13111193-0329 895'J SW Burnham St. 36 of 36 1 OF I f l l I I ► I I I I l l � I I �I l 1. I I I I I I I I T1 1 1 1 l I I l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l i l l l I I I I I l I l I T 1 1 1 1 1 T1Tt? 11 111Llir..111111111111 11II I 1 1 1TF THTS DOCUMFNT TS LFSSI�' ITII1,FGTBI.F 'THAN THTS NOTATION, ___--_-.--......_ _ ---.__--- ____ _ -.-- _ - _ _ _._ -_�- _�-__ __ -_ _ _._ _ ____.�O - I__� � IT IS DUF TO THF QUALITY OF �(Jt 16t No 38 THF ORI GTNAL DOCUMENT. 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CONTRACTOR TO PAY FOR ALL REQU I RED PERM !ITS AND BALL VALVE, TYPICAL WATER SAVER TO ! LET. AMERICAN STANDARD #2108. 408 INSPECTIONS. PROVIDE ONE YEAR WARRANTY ON ALL LABOR AND MATERIAL, AND O -- INCLUDE ANY MANUFACTURER' S EXTENDED WARRANTIES. 0 �l PRESSURE TEMPERATURE -- I. 1 LAVATORY 1 . 5 1 . 5 0. 5 0. 5 COUNTER MOUNT, V I TREOUS CH i NA, AMER I CAN B. PROVIDE THREE (3) APPROVED COPIES OF 0&M MANUALS AND DELI VER TO THE LLI J Q ENGINEER THREE (.3) DAYS PRIOR TO REQUEST FOR FINAL OBSERVATION AND/OR z 0 RELIEF VALVE -- STANDARD #0476. 028 WITH #2385. 463 FAUCET. PAYMENT. 0&M MANUALS WI LL BE BOUND AND INDEXED. INCLUDE RECORD DRAWINGS PROVIDE P-TRAP;HW PROTECTION COVERS, TRAP- GUARD OR EQUIVALENT. PRODUCTS : m �' - -- O PIPE RELIEF VALVE FULL ECLRLC S1 SINK 2 1 . 5 1 0. 5 0. 5 COUNTER MOUNT, SINGLE COMPARTMENT, STAINLESS PIPING : W —f STEEL SINK, E LKA,Y LR-2522 AND LK 1 8 STRAINER, A. WASTE AND VENT, CAST IRON STANDARD NO HU DISCHARGE SIZE TO OVER WATER B F I TT I NGS. FLOOR DRAIN (OR DRAIN I I EETEAMERICAN STANDARD #4205. 453 FAUCET._TER _ B. DOMESTIC WATER; TYPE L HARD DRAWN COPPER, CAST BRASS OR WROUGHT COPPER D O PAN IF REQUIRED), PIPING MS1 MOP SINK 3 2 0. 5 0. 5 ENAME LED CAST IRON, 24x 20, AMER I CAN STANDARD FITTINGS AND SOLDER. JOINTS (NO LEAD) . U m rn INDEPENDENTLY OF RELIEF I N SU LA�f I ON : ( W � VALVE + - #7695. 018 WITH #8341 .-075 FAUCET. HOSE BIBB DRAIN - A. INSULA TE HOT WATER PIPING AS REQUIRED BY CODE. INSULATE COLD WATER SAME �' CONNECTION DF 1 DRINKING 1 . 5 1 . 5 0. 5 --- E LKAY EBF SA-8, 8. 1 GPH. 265 WATTS AT 120 V. -'-y TYPE AND SIZE AS HOT WATER. UNION, TYPICAL -�� FOUNTAIN -- SH 1 SHOWER 2 1 . 5 0. 5 0. 5 F I BERFAB NOMINAL 36x36 SHOWER WITH AL I SON EXECUTION : FLOOR -� 7 SHOWER HEAD AND MIXING VALVE. - -- '�- A. INSTALL EQUIPMENT PER MANUFAC TURE' S INSTALLATION REQUIREMENTS AND DATE: I I 12 93 RECOMMENDATIONS. SET FIXTURES LEVEL. SH2 HANDICAP SHOWER 2 1 . 5 0. 5 0. 5 A I SONAB NOMINAL 36x36 SHOWER #WALL B WITH B. I DEN T I F Y ALL PIPING SYSTEMS WITH ADHESIVE PIPE MARKERS, INCLUDE DIRECTION AL I SON #1 521 HAND SHOWER HEAD, WALL BAR, AND ARROWS TO INDICATE DIRECTION OF FLOW. Al N _ _ � scALE. oTEa FOR WATER HEATER INSTALLED MIXING VALVE. _ C. REMOVE TAGS AND CLEAN ALL FIXTURE S. ADJUST WATER FLOW AT EACH FIXTURE TO ABOVE A FINISHED FLUOR SPACE - - D 1 FLOOR DRAIN 3 ---- PRIM - JR SMITH 200 5-A PRF:VE N T SPLASHING. PROVIDE APPROVED WATERTIGHT DRAIN PAN, RUN DRAIN PIPE E -- - —i - _ ---- --V DRAWN BY: TO OVER NEATEST FLUOR DRAIN. -HB 1 HOSE B I BB ---- --- 0, 75 ---~ JR SMITH 5610 -- - -- - JOB N0: 9338 3 TER HEATER DETAIL WH1 ELECTRIC WATER --- ---- 0. 75 0. 7 52 GALLON, 4. 5 KW, 30 GPH RECOVERY AT 60 DEGEE WATER 5 F TEMP RISE. SHEET NO. �P2 DIAGRAMMATIC ONLY PROVIDE FLEXIBLE STOPS AND SUPPLIES, 1 7 GA. CHROME P-TRAPS, ESCUTCHEONS AT WALL PENETRATIONS. ILP IF THIS DOCUMENT JS LESS I I 1 1 I T 1 1 1 1 I I l l i III III I I I I I I I I I I I I I I 1 1 1 1 1 1 i 1 T T T 1 I l I I I I l I i 1 1 l i l i l 1 1 1 i � l � ll1I � I � � > ISI ISI ISL I � I ISI � I > > 1l � � � 1 ISI ill I � I I , 1 I 2 I I 4 15 I 6 I 7 18 9 1� 11, 12 LEG T 6L7. THAN THIS NOTATION, �----------_ - �_ __ ----_---___-__ _�_— --_--� IT I. DU_ TO THE QUALITY OF � J No. GUST /6f im THE ORIGINAL DOCUMENT. �- x`- / �"� `� IF I ISI IIT; 8� �B �L 9 I Jig", II Illlllf IIII II IIIIIIIIIIIII�IIIII�I�I�II II IIII ull IIII IIII Int IIn�IIII Illl�ull