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9000 SW DURHAM ROAD-21 2 x 4 x 16". NAIL END COLUMN END COLUMN - TO BLOCKING & RIM 2 FRAME RAIL SHOWN p of TIGHT-FIT BLOCKING —,`, h. 8' - 0" 8 -oil 8 -0 8p--O" 8' - 0" 8'-0" -- Off 4' -0" AS DASHED I, INE 2 x 8 , 16 WOOD PAD TIGHT--FIT BLOCKING 8 x H x 16 CONCRI If fil OCIK—` 0A A 100 1% TIGHT FIT BLOCKINGri rA CfNI[ RID UNDFR COLUMN I- f[-_1l .__I U BFAM 6 x 8 x 2 f 1 . 11. 1 . fIM1*_ R IIGH I FII STEEL. FND MEMBER TIGHT FIT 2 x 6 8 -- 0" If V1 I ING `1 IlMcl 8 0 8 0" 8' 8 8 0 4 0 x H x 3 1 1. 11. 1 . TIMR1,R _4 IJ VEE.-ING SHIMS c 6 x 8 x 2 F I. P. 1. TIMBER 3- P. T. 2 x 12 x 24 -- 00 I OVER P. T. 2 x 12 6 x 8 x 3 FT. P.T. TIMBER P.T. 2 x 12 P. T. 2 x 12 x 24 x 24 BLOCK x 24" BLOCK I-BEAM (6) TOTAL FASTENED WITH 3- F. J . 2 x 12 x 24 FASTENED WITH % 0 A NO wBw H_ A 'hwSPACE DOUBLE ROW OF DOUBLE ROW OF OVER 10d GAL V. BOX 10d GALV, BOX OPTION: 26" Sr). x 10" 3- P. T. 2 x 12 x 24 9" T­ THICK ('Oil(". FOOTING NAILS 0 8" oc. NAILS ® 8" OC. 2 TO I ACH IIMRFR (6) TOTAL TO EACH 'riMBER n \\ W/ 3 #4 t�FRAR F A. GRADE GRADE Im � Z0117 [H BEAM I WAY II! F IHI HH H 111— IIIIII III r t REVISION B Y ao • - 0• ►� 30 , - 0ip' ? . y • • 6 - 0. L �•- - ---�-- Engineering review MIJ I IL i >r; TI1CKk:��')ARO TACK80/1RD CACAO IVIIAE 2327-32f T1ICICB[�'.ROS t 1 1 1 1 � 1 I 1 1 .•r I I I I 1 1 1 1 • I I I 1 I I I I U) d W —' CHALKBOARD r Ir 1 r — ,r r — v — 1 r ,r --_ I I I I I I 1 1 1 I I 1 CHALKBOARD F - t - � N - ♦ - � F - ♦ - � h - ♦ - ♦ I I I 1 I I I 1 1 I I 1 I I I 1 1 1 1 I I I 1 I I I I I L - - - - - - _ J L - - — — — -- - J L — — — — — — — J L - - - - .- _ ..- J 1 . COLIWr '11 ' Of 1*643 � N Q O O U , r — — — — — — — r - — -' — — — M _ t � I I 1 1 1 L — — — — — J L — — — w r w �. J L w — — — — — — J Y Q T . r — T - 1 r — r — � O 1 I ! �� F - + - � F - ♦ - � F - ♦ - 1 F - ♦ - i 1 I I i 1 1 I 1 I I 1 I 1 1 I I L — - - — — — — J L _ w w �. r _ _ J i d r L .. r �. w .w as of ' ' ar�_' `'V , «y , •... Nom' .yN .i� . w s,1; � TACK A� . TACKDOM Fur-r-out we I 1 for e l•ct,r f= pone l P Furr-ou4, or •1•ctr 1 ee t per+•! . Locate panel sip who for ,� Locote ns,l •• shown for 2327-29 end 2931 - 2329-30 FLOOR Co 0 1/46 1 Do to e e to U ]�ID e e to ,,.,,,♦ 0 QTY . SIZE DESCRIPTION LOCK REMARKS EXTERIOR DOORS D 2 115 "0 '� RELIMINAR , APPROVED �- 0 C I APPROVED NOTED x Lo INTERIOR DOORS ® � CALa DEVISED N RESUB AECHA141 0 �g� , �APPROVEb Dane � C\j U 3/32 n• Syms WINDOWS 4 46 x 39 VAM M"f F T I DV HT . TO T� A.F.F, NDTES • � 8-4-90 R!03m- HVAC 2 2 TOS, 10 K.v I NTERTHERA Stmela pet• e•1 EcI, /e THERMOSTAT Oup t er :•oeept i co l 166 wwmmmdmC SFS ERriC�S T A T 2 I F900- 1 --""-- 0M . �0 low T ThorRoff at 10' ")11 ow ELECTRICAL PANEL 1 2W W SING E -",. I+M-CDWIUT """"' WIND . 90 . oftaw 8 DR. W N B Y : .tj Clock •wflrt �J FLUORESCENT T 16 2 x 4 TROFFERS S�As detector .a 111 Ing J-box I rota on 1 1 . Structural dor I an on 1�. J 0 B N Q . � L S . 2����-2�� 2. Foundo�i� totani��,d•E l lorl+dii' PuII *titian 91' J-box I r on1 INCANDESCENT LTS . I KFNN1.: 3663 PORM LIGHT ,. . S H E E T Bell - Fire •1 or•m 82J-bou I rlfatr •rel 3. ®r• I Ore . e l a t end •pec i r i cot l one CHALKBOARDS 2 4 x a MRAC I TE Interco. 54• en1� 1• o! Ore . t .! bac I TACKBOARDS d 4 W s VIWL-VW LF'101 )000 SW DUR.gANI TIGARD SCHOOL, DISTRICT 2-28 BU P2004-00266 `I �- I TICE: IF THE PRINT OR TYPE ON tNNY ! I ( I I I ! I ! I I ! I ( I I I I I I i it 1 1 III I I III I � III ( I III { I I i I I I I I I I I I i I I I IIII 1 � � 1 ) � IIII � II ► I � I ! lllll � ! I ! I ! I I ! � SII I � f ' I I .-. `., .w .: f _ - ._: . IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 I 1iI I I I I I IT IS DUE TO THE QUALITY OF THE - --7L - No.36 0 ORIGINAL. DOCUMENT .__---- -- -- --------- ------- ------ - E L s l(11.� ll�1111 U 11111111t1�11 l FASTENINGREV 155O � BY R 1 A-TO-RAFTERS 11SE 14 GA . x 3 1/4' I SENO I AP '�, A-T- 89' AS 2x6 FLOOR JOISTS-TO-RIAS A I N. OF 3 - I, GA . a 3 1;4 ' STAPLES I SENCO S28 I 111 N 1 ALTA OF 4-x/2x8 Engineering review 6-6 -90 ml j CLASS 'A ' BOTTOA COVER-M-,D I STS 16 GA . x 5/8' STAPLES o 3' EDGES ONLY ( %X0 P15 ) FLOOR Ma I N-TO.2x-,O I STS 1 2' x /8' R ap *as 1 I®' ROOF RIA-TO-TOP PLATE SENO S28 STAPLES • 16' O.C. ASMS PLATES-TO-STIDS AIN, OF 2 14 GA , x 3 1 /4 ' STAPLES I SaC0 M ) W LEDGER TO R1OEAA K11 STAKES • 2 1/2 0.C. 13 a WT .DINTS RAFTER-TO-RIDGEBEAA 3 - . 615 SCREW 9iAN( ADD NAAE 2327-32S 1JaR PANEL I NG-TO-STLDS x 3/4* STAPLES o 6' MCES 1 12* FIELD SEEP.TH 1 NG-M-R� AEABERS 3/4' STAPLES • V EDGES 1 12' F 1 ELD ' (WICKK- 11 ) A,; I TTOA PLATE-TO-FLOOR 14 GA . x 3 1/4' STAPLES a 16' - STAGGERED ISM S281 IAM LINE R I A JO I STS 2- 112" x 4 ' BOLTS o 32' 0.C. R 1 DGAAS 1/2* x 4' 8OLTS a 3 '- 6' 0.C. W J TI - 11 S 1 D I IG-TO•STM & S I DM ILS 8d GALV . BOX NAILS a 4' EMES 1 8' IN FIELD TI - 111 SIDING-TO-STNS a ENVALLS 6d GALV. BOX NAILS o 4' EDGES 1 8' IN FIELD V/ DONE. ROW • RIA ROOF : Roof t n d•� CUMST10S114' f g . . . . . Compo•t ! ton Roofing no 1, GA . x 3 1/4' STAPLES el 6' l SM S281 Sheath t no . . . ?/16 * Vef srboord Sheath t ng ( 24/18 panel index F--am t no . . . . . 2 x 8 D . F . s2 Rafters • 24 ' o Ridgebeem . . . 1 1/2 ' x 24 ' ( 2 . 0 A . O . E . I Continuous Atcrolsm 1� Lodger . . . . . . 2 x 4 Toper Cut T RIQQ 0 Ta � M SI Rime . . . . . . . . 2 x 8 Conk . n�icrole+� rte o C 1 6 FROA E�'1CH Insuletton . . R- 19 unfoced 6 Cetltno . . . . . Suep•nded T-Sw _" Vamt1mo . . . . . Cont . Rados 8 Cont . Eave vent c? 12 12 — 21 2 N �+ R1MEBE/1A INIAC I NG SEE ct . . . . . . . . . . . V8' T- 1 - 11 P l wwood M/oroovs • 8 ' O . C . • Framing . . . . . . . . . . 2x4 Studs • 18' o . c . Top Plate . . . . . . . . 2x4 Contnuous microlem Bottom Plate . . . . . 2x4 Bottom Plate Inouletton . . . . . . . R• 11 Kraft Interior Ftni •h . A/4 ' Panel �r r� CD F. o; • C).r U)1 5 FLQUE LO Covertno . . . . . . 20 os , Carpet .r/en•p dose T-Ao 1 d • marr t eqe lime Deektno . . . . . . . SA' Structuresood UJ .J U Framing . . . . . . . 2x8 H . F . s2 Floor Joist* • 18' C . C . Rime . . . . . . . . . . Stnola 2 x 6 mterolem � Insulation . . . . R- 19 Kraft �••♦ Bottom Cover . . Cles• '11 ' CDLD 1001% X cc) U) 99 1/2' �, 99 1/2MIT ' . - V/2T a 2�Os� ' ' 13 10 13 ' - 10 0 ATE • 8-6 -90 .,- - 12' Transverse Jr . I -Beam From* W/3stach Hitch A Full rear cross member . S C 9 L• E : SHM Floor joist to 1 -Elea* Connection : 5/180 x 3' Lege • 32 ' a . m . alt . side to D R W N BY : Cie R115 s t • of each 1 -0000 . Chassis and member Comm . to end r t m joist J 0 B N ,2327-2332 T-5/11/2 1 0' poor for a11'x 3 ' Leo• plus 2-3/8' Belts SHEET : � 9000 SW DURHAM 2TIGARD SCHOOL DISTRICT 3-28 BU P2004-00266 NOTICE: IF THE PRINT OR TYPE ON ANY JT1 ! 1 C 1 1 1 1 1 1 1 !. 1 1 1 1 1 1 11 1 I 1 1 1 11 1 I 1 1 I - ----- - -- --- ---� __ I I l I -�-_ -- -� --� -- -( _� I1--I--I-I-1-I--I --J-- I 11111 III I I I Jill ! IIIII1 I 11�IMAGE IS NOT AS CLEAR AS THIS NOTICE 2 I 1_ 1 - -- III � 16 I1241 ,-� IT IS DUE TO THE QUALITY OF THE — _ _ NO.:36 ORIGINAL DOCUMENT' IIII IIIIIIIillll11"1111`11119"11l Illlll �ilIT� 1 IIIIIII ili' ll { II11illIllll I1 Ii C T L 94 ' Z T [ lllilllli11 I I . llli8 Ull ,� lllli43 w il REVISION B Y AP84 e o Eng i new- i n0 review e-e-go '"1j i CIM NAAE 2327- 32E ED MI Li Li FRONT ELEVAT I ONi 1 /4001 * - 0 ■ r I FIN_ FLOVR LINE FLAWNG BTA. OF FLOOR JOISTS �1. REAR ELEVAT I ON 0 simm� A 1 /, ' o1 ' - 0' CD NnWALL FASTEN I Ni iiiiillllllllllllllllIIIIIIIIIIIIIIIIIIIII,ll'I IIIIIIIIIIIIIIIIIIIII111111111illillilillililljlllllilliiiI r� 0I Sheath endwalls as fo: low• : - 5/8 T- 1 - 11 plywood L) 0 • Imote II with ell edges supported . Fasten andwa 1 l s as Follow : i - use ed ccrroe i on resistant box �-+-- nails a 40 C . C . edges end e ' o . c , interior . 7oub 1 s row to r A m joist at , ' D . C . CO - Install PSI. 17 straps sE well a• TrIC& corners ( where shown ) with DATE : e-s-90 -- 9-NV nails into etude and JUL 7-N9 mails into ring . S C A L E gem Q R W N BY : Ips J OB No 2327-2332 S I DE ELE\(IAT MS I DE ELEVATS HEET1 . -4 ' - 1 ' • 0 ' ' - 1 ON 9000 SW DURHAM TIGARD SCHOOL DISTRICT 4-28 - - — - - - B L1 P2004-00266 NOTICE: i'= THE PRINT OR TYPE ON ANY �rlr� Il ( ililll ► IIIIIIII IIII Irtlll { SII III � I�, I T � I1 �T -1 � 1�.T I I � I 111 r � I III rII � I ► 11 ► r r 111 � 1 �r �� Ili T-11, 111111 1 I T� 1� I � IILT1 T� IrI III III 111 111 11111 1 ..r._. 1 I l { I � 11 � I ;1-00-5IMAGE IS NOT AS CLEAR ASTHIS NOTICE, 1 � � 4 6 $ 10 11 1 � �L rl --� ---- --rn J IT IS DUE TO THE QUALITY OF THENo.38 ORIGINAL DOCUMENT I '111111011 O Z 6 T 11 T — ,61111111 --- 8 -- - G - - 9 - i I�IIillii lily III IIII IIIII . Ii. . II IIII illlllll �llli,illl IIII IIU IIII IIII IIII. IIII Ilil IIII �Illll. �l IIII Ilil�l.l. IIII IIII I II Iii IIIII IIII IIII1IIII III. III�Iilll IIII III 1l 1l�.�lll illi11111 II Ilill�lll �lll l �lll.�,ll 1.111 lll 1 J-U�lll_I (IIII1�lil� I .i REVISION B Y f' AP •4 P�,. V2 - -N8 e-t-moi r�To n0 t neer• ng review m 1 J AIQRMAA Rt�AA R-e-� � A l CRaM R t OI�M RAFTM Y 2x4 LEOG�t /2 AP. 419 6 V 2x4 LEER STRAP ---------____--. CAM IMM 2321 ago JmR s FASIE?1 2x4 70 RIDGMF1 W/O - X11 ► 2x13T FA RM 14 GA. x 3 ' STAPLES OR EOUIV, 1V I y c t, W CHORD SPLICE DETAIL 1 - S 1 LVI R PSL I? STRAP 7 - N9 NAILS AT EAD4 EW OF THE STRAP CONNECT I NG TK CMAN TO THE FLOOR AND 7W R 1 SAA. FASTEN THE COLUMN TOM�TFfJt V 1 TH WE IJ11 2 24 W 82 2 - SIL" PSL I? STRAP II OF S28 114 GA.* x 3 1 STAPLES CR EOLJ I V. V/V - d (NO 1 NA I LS AT 846' O.C. EACH EPO AC EACH STRAP I 1 ' 44 W SRO V/2 - 2x4 ''E"I ... CDOWINDTO RMI UP NESIM RIDGE". 18 - 14 GA. x 3 ' STAPLES FLOC No 4acmm cmWIIRi t�L12N1 TO RIM. FI18'I!1'! TD EACH OTifR ViTN Its, -- 11 OA, x 3 STAPLE e d I WE 10 ON VIAE FACE 1. �-- — — BOLT S FLAMS V 1 TH 3/e' A.B. e Be FIRM TV I BOTTM AM go-it Is C EN I W 1 1/2° WASHERS. _ .. _ l _ f 2xd 0.F. 82 CL Cr Dm I I QTS IN CmAm CMAIMN AAEA AM T 1 IIT F I T 2x4 91 ING a THIRD NAA 24 t CP EWIV 1 POINTS OF W&L 12T�1. VITH ADJACENT M COUIXNAILS 70 sm !RACES IT'D I !2 N To SEM r - e '-o• e • o• � . STRAP STRAWS • • . . • . • Al M RIA . 1ST FLOOR .JOIST FLS ,�tST , � AtCRQ.AA Rill JOIST --' r WT 1/2 ' BOLTS • S' . 2 ' .5 ' 1 of EACH SIM OF MUM 'R . T1tIH1' F 1 T d..=1Wj NMIND - 0• 30'- 0' A ® C ENO' COLUAN DETAIL A 8SWAM - A� INTERIOR COLUAN DETAIL 8 r 1 • ,, 1 . • 0' 1 0 • � _ �, t C�lTtl RItXi►. VERT INSTALL. 18 CA x l VA!' STAPLE'S a 3' am S t TE � FAS'�'1�1 SHEATH r1� TO 2x2 BLOCK 1�! - W TOP NWF RIA W/6'x 2' V/!e GA STAPLES e 2 1/2' . FASTEN W*12' SM TO AIQVLAA 4 -------- T I - I I SIDING WTCH Is EACH FLAY V/14 !' S'TAPLES a 3' O.C. W 2xe RWTER �» FIUAIk FRIPS I E"M VM 1 w4 i 68 CEW F113„1112 * 8 WINIM AIM" Feemm WTICA MW RIA x C..� FLOOR JO t ST - R t A L � a mommeve eloor• d w�ndsr►e � � � � � e� ,�.e. t 5/b• T-1 - I 1 Pl. 1 Z-FLASHi NG f Refer+ W114000 x !� am NAILS •.e. 11 d2 1 staples • S ' o . e - 16 GA. x ' I/t' VAMM i SKIRTING PW . s° 0. x . I -VA' VNEF11111001110 1 2x2x 16 8= . 24' 0.C. LES V/ T*M alt OR T E FASTENED vtTH SCALE 5d WX NAILS. 9101 G 1 ( 1 , N►AU Ytu ' 2• WA T r _ 5 IRTING PREP DETAIL OF WM RIA W AtsslNG vENr Noma I � +--�- Rt�o. RIO�M DRWN B � 1 1/2 ' . '1 '- 0• JOB No 20V-SSU F e AIL SHEET ===-- R L 1 1/2' 1 0• 4 9000 SW DURHAM 11GARD SCHOOL DISTRICT 5-28 13UP2004-00266 P2004-00266 NOTICE: IF THE PRINT ORTYPE ONANY rl ►-I ► � � � I � I � Ii il � l � li � I � � I � ! I � ili iliilr ..rf� Ali i1.r. .1r�_r1.� .r.�r. ili � i ili ili iji il � � I ; ili ili i i � i � i i i i i 1 r i 1 I r r l 1 � ► � 1 ► � ► � i � � � � ! i i � i � i � I I � . I I 1 � III I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE � � � I � � I I I I � �� -- 1 U I �� I IS DUE TO THE ____._.-_._�_ QUALITY OF THE ____.__. ORIGINAL DOCUMENT No. _ 36 ., ... _ E 6Z 7T !ill �6 8 L 9 Iill llll�1111111! II 11 I ' ' ► � � III�IlII III! 1111 ILII III,�LIII I�It LIIIEIII . 1111111 ILLI 11111111 II�i Illlllll�llil IIIc llllllll� fill IIIA I LII IIII. ILII IIII�III� III A ILII lil! ill! l�il��Ll lJli �III�IiII fill Ill! ll.��.l.l.l.l �1I1 L Alf_ ��'' 111 1 I IC I Flu ill ill R E V I S 10 NB Y MP -4 1 TYPICAL CF 16 — r — .- .- r — , r — — — — — — — , ' — — — r — r -- 1 1 1 i I 1 1 1 - - _ _ o _ - I CAM N11AE 23 - I i I I t I I I 1 • ` r r - - r — r J ` r. ►. r Y r Y r J t ..• ..- .. r r J ri fly %a 1 I 1 I f I I 1 1 �J M - + - i I 1 1 I 1 1 1 1 I 1...r 16 1 I I I 1 I 1 I I I 1 1 I I I — — — — — .. J �. r •r r — — J Ur — — Y — , �. — r r — r r , r — — — — — — — ' r — r .0 — •� Li t I 1 t I I 1 1 1 < y 1 t 1 I 1 I 1 I y • = I I I I I I 1 1 = • — Y — — — J ` r r r • r . J ` r — r — ./ -r — J ` — r • r — -- CT � LA L Aft L T � [TV 11v - T - , t 11 I O 7111P 89 X6-8 # I -3 1 I I I I I I I L — Y — — -. — — J L — — r — — . • J ` r .. r — r r r J ` — . • r r — -. J locate panel here f or 2 -30 Locate electric panel fir 82-4 For 2327-20 and 2331 -32 AAA ELECTRICAL PLAN. A B 200 A►gyp MIN BREAKER 2K4 FL TROFFERS — 2x2 AIR D I FTI SM LIGHTS 1 1035 V . A . 5000 V.A. 2 HVAC . U) C) LIDHTS 3 W V .A . 5000 V . A . 4m. HVAC 44C LIGHTS 5 980 V.A. 500D V .A . 6 HVAC 41C_Amvmmmww1w� No f V LIGHTS7 5000 V . A . 8 HVAC 1035 V , A . OUTLETS 91 540 V . A . 10 �C OUTLETS 1 1 72o V A . OUTLETS j � 5,o V . A . 12 14 CD 15 16 C\j DATE :mp e'• l®-� 19 20 TVT-SAP CEILl1� SCALE : I M V, A . 17715 Y.A . D R W N B Y e Nm x'5790 V. A , REFLECTED CEILI % 25 . 8 KVA 1 ", • 1 � - o• J 0 B N o . 2�3�ii 105 , 7 AAPS S H E E T 9000 SW DURHAM q' PANEL SCHEDILLE TIGARD SCHOOL DISTRICT 6-28 BU P2004-00266 NOTICE: IF THE PRINT OR TYPE ON ANY T TIT AGE �S NOTAS CLEAR AS THIS NOTICE 11._ ' 12 12 i ---,- IT IS DUE TO THE QUALITY OF THE --_ - - ----- No.38 ORIGINAL DOCUMENT I—c�F T 6 Z L z e Z s z z z z t z o z s t g I o I 8 L 9 j- i I I '' 1 �I�IIIIIIIIIIIIII�II II. ( IIII ►III 1111 llll Illl 11111 li IIII Ill 1111111111111 IIII. �IIII►�I� !Ill llll llllil I ► I I► 1111111 Iiilllill I.illl,iiilill.li IliII�IIIllilillll� Il III. 1111111Llifl�lllll�(IlIII.I((�II IIII11� lllllLllll 1! lll-IIIIIIj�lll , I �- NEW PORTABLE- TYP. OF (4) ° GLA55ROOM :DN•':'.':'::':': GLA55ROOM \ \° TEMPORARY 27'-10" :::10'–O 27'-10" \ ACCESS G 07 ROAD D \ PROPERTY LINE � :: . 2X FRAMING W/ Q, PLYWOOD SHEATHING, EXISTING v� ' GONGRETE TYP. CURB \ ,0 ° GLA55ROOM GLA55ROOM D� ° \ �\ 102, _6„ 46, FIN. FROOR EXISTING FENCE ° 30I_O„ O / \ ................ -- - �r EW --� •'J ° PO O RAILING, RAMP DOWN: :.:..:.:. O 100 _0" TYP.-SEE -� FIN. GRADE EW cN \ - E - DETAILS POR PORT ° s _ - ;M EW C) G ° POR NEW ° NEW GLA55ROOM CLASSROOM POR 51DEW ' ., NEW RAMP NL'-'–::N STEPS r . .aye '•1 \� GLA55ROOM CLASSROOMf 'yfS3�r.Y•/: .err �. �. .... Koo", Partial Site Plan r2 Floor Plan o AI .01 5GALE: I"=50'–O" A1 .01 5GALE: D U L L O L S O N W E E K E Sblesarchitecarchitects��s p� Tigard High School-Addition/ o four porta-- Remodel - Four Portables date Imay 27, 2004 project# j 02054 Tigard-Tualatin School District '4000 SW DURHAM 9000 SW Durham Rd Phone: (503)431.5400 TIGARD SCHOOL DISTRICT Al 01 Tigard, OR 97224.5539 ■ 319 SW WASHING10N ST 0200 PORTLAND, OR 97204 B T 200,,1-0026` -�� 1. 503 226 0950 /-503 273 91�now.dovva.rom -/IJrL. l�''F ll Oo NOTICE: IF THE PRINT OR TYPE ON ANY III 1 ( 1 I I I I I I III 11 1 1 I 1 III ' III III I �T III 11 h�T r� l 11 � . . 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LLP 24 EA EDD W N8 Ea LEG LX'#" W/ 3 PLAN VIEW STD. RAMP AND LMJING aaxI�EDRs (4) N8 EA. LEG ) — REL)SE OF !.o• - T-0' IDTEi LANDING I RAMP 24' AT M SICE IF BOTH CF 40 &.;mn A� THE �� 5'-I.' LANOW) CAN " T PAIS ARE FREE- RAMP MIEN IS 7/E POM I OF CRI"IONLY BE L 2 A� tOIC x6 ' Skj4 TUSEDWITH STARRING W/ SI PS1f>wl nwJ STAIRS. 2x6 AT 6' OIC 'M=w sxDFs srties. .c LLP 24 Er. EMO I ��� MV�x —2x6 CO LIN. 24' MB USE a FMMI WrTH W/ SMPSOJ — — S/B• P.T. PC YWOOD Gff MOTIM A:"WTKk LLP 24 Ea END -- _ —2x4 CONT Ml NAL6 AT 66*O/ J TYP. _ LANDING FRAMING 2 TYP. RAMP COMMENT FRAMING _ _ _ _ _ n rPJ 8' v4• - r-0' vc• • r o• - IL- iP lad GALV. • • ■ . ■ _ - _ IL AT 12. OIC ■- ■ • _ w • • TYPICAL NOTES >� GKv, ------ V)---- L Vi I -0.� t ALL l MATERIAL TO BE AT ff OIC bats. RAIL a PFESIAE TREATED WOOD GRADE SUPPORT G' •/- LL • 1 V2' DIA. WOOD 2. ALL iad WNL TO BE GAL.VAN20) IN FILED HOLE HANGRAI *413SCREW-%~ 4 STD. RAMP AND LANDING ELEVATION BUILD UP CONC. APRON � & 1 v2• (TUNG DIU BEVEL 2 �• , r-0. 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FROOR EXISTING FENGE ° 30'—O" p 4 \° ry EW POR ': - RAILING, RAMP DOWN:.:.:_:. O 100 —O E1/1,� - TYP.—SEE ..... ..,. ... -' _ cv FIN. GRADE m — Q POR / � ORT DETAILS — E W v �w� Q) cv .... ....... PCXR r` .......... NEW ° NEW CLASSROOM GLA55ROOM POR 51DEW — .......... ................ NEW - RAMP O ; NEW STEPS \ -� .: 000 All : a . Q ........... .................. ................... ,Mlf Ai.y . .1 'Q�y•'c' , ��� �i \� 55800 GLA M ........ ... .. CLA55ROOM oR_ r� K07 Partial SPlanr2 floor Plan , I .OI SCALE: I"=50'—O" Z AI .OI SCALE: 1/16"= I'—O" DULL OLSON WEEKES Tigard High Schooi-Addition/ Architects pc Ifour portables Remodel - Four Portables date I rray 27, 2004 ------ �� __ — _project# 102054 4 Tigard - lalatin School District 9000 SW DURHAM 9000 SW Durhani Rd Phone: (503)431-5400 1SCHOOL DISTRICT 9-28 Al . 0 l Tigard, OR 97224-5539 33 SW WASHINGTON ST. #200 TIGARD PORTLAND. OR 97204 BUP2004-00266 !: 503 226 695C _/ 503 273 9192 www.do%,a.com NOTICE: IF THE PRINT OR TYPE ON ANY r( I� I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r .��� r�1 r1T__� r��r I I I 1 ! 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OR A55UMED PROPERTY UNE REAR: 20' MN. LEFT: 20' M. TELEPHONE : (503) 749-4949 FAX = (,503) 740-4950 RIGHT: 20' MN. I • 9492. � • GENERAL ND P.O. BOX 110 PORTER ER ROAD AUMSV I LLE, OR 97325 I. THE TERM L'B.G. 5HAI.L APPLY TO THE CURRENT EDITCHECK OUT OUR WEB PAGE : www .m b s-m o d u l ca r.Com 5TATEOF OREGON AND 15 ALL aAPPLY TO THE CURRENT EDITION OF THE AMENDED UNIFORM BULDNG CODE FOR PROSECTS N THE STATE OF WASHINGTON. FOR PROJECTS N .ALL OTHER 5TATE5 IT SHALL APPLY TO THE CURRENT EDffION OF THE UNAMENDED UNIFORM BUILDN6 CODE. 2. ALL CONTROLS AND HARDWARE SHALL BE AGGE5SIBLE TO PERSONS WITH 1)5ABN.ITIES (11093) 3. LOCAL JURI611)ICTION TO DETERMINE GOMP1.1ANGE WITH UBC CHAPTER 29, SECTION 2902 AND TABLE 29A WITH REGARD TO ADJACENT FACIL.4T 5. SHEET I OEX NO. TITLE 708 NAME: COVER SHEET T pG A RDD SCHOOL— D9STRIOT I FOUNDATION PLAN. NOTES AND DFTAIL5 — 2 RAMP, LANDING AND STAR DETAILS x'06 5(TE AD's)RE55: 3 FLOOR PLAN, 6GHEDULE5. PLAN NOTES AND ELEVATIONS SW �® AVE. p 4 REFLECTED GELN&FUC/MEGH PLAN AND ELECTRICAL SGNEDULE5 92 TIGAD, ©RE (—� O V 5 DETAI,S OWNER NAME: Toc ARO--TUALAMN SCHOOL DISTRICT 9000 SW DLIRHAM TIGARD SCHOOL DISTRICT 10-28 BUP2004-00266 ------- -- ----- -- NOTICE: 1 = THE PRINT OR TYPE ON ANY 1, I _-- Jill III-Jill 111 11 1II f 11111 ( ilIl I1111 f f.1TjI II IMAGE IS NOT AS CLEAR A THIS NOTICE, IT IS DUE TOTHE QUALITY OFThE � iI - I I I I i I I II II I i .I � ---7-� 11 No. ,��;��; Ice— ORIGINAL DOCUMENT - — - ---- -- - -- .-_�-OR 6Z 8Z LZ 8�Z Z � Z EZ Z iZ OZ 61 8I LT 9I 9T � T E � ZT I1[ 1 6 8 L 8 I ISI► 11111�11111111111111111111111111111111111 Illl IIII IIII IILI_ IIIL ILLI illl.,IIII�IIIi IIII IIII lll� IIII � � I� I. IIII IIII I.II IIII IIII Ilii IIII iill�llil IIII IIII Itil IIII III Llll I Illi ll l.11l l-l�il lll� �. 11.11. IIII{111 c 4 x 6 RIST A. V2* 11 TI W/ Gd V2* 71-11 W/ 6d AT 4* & 8* O.C.- -4 x 6 POST LINE OF FLJLL+EIGHT AT 4 8' D.C. -- BACKING AT CMU PIER - SEE PLM SIDING JOINTS2 x L BACK SIG AT 2 x 8 x b" CAP --P T. 2 x 8 x 16' CAP SIIDING JDINTS 12d AT 6' D.C. 16' x 16* x 4' 04J PER W 12d 0) P.T. 2 x 8 x 12* CONT. P.T. 2 x 111— x 8 x 16' D4J (W. P.T. 2 x 8 x 8, x 16* CK) io AT 2 x 4 mummmav - I I !%-WHjjjf2IIj9F�­ �= _c9 it (III VIII uw� P.T. 2 x 4 - 2'-0* L. AT 6'-(r or- W/ *5 x T-6' (RIVE TILi)OVM STRAP '5 x T-15, DRIVE PIN 7YP. AT W5 PLACES SEE On. WCL*0ffS ic rmm embl3a me m "As PERIMETER FOOTING ALTERNATE PERIMETER FOOTING FOLMATION NOTES me On" Ifewriftift ri,�\ - HwIm a m"w"m SW. r OB13M CONITRACTOR SIVU VERIFY ALL D013CCNS 'M AND COMNTOG ii-As sTRLcTu;F %iki BE ■ law ORM PAff.FOr A1.1 ADEOLIATELY BRACED FOR WIND OR EAR7HxkkKE 01W UN CA IN=, wnw FORCES AM TEMPORARY FORCES W?m SETING WWTM ^111,111111ZATKU AM SECTION LINTIL ALL UNITS WAVE BEEN PEF04ANDIJTLY ATTACHED THEFFTO. -1 2. DESION I.0A[r_,! d w Z ROOF [E,%D LOAD Q PSF F40W SNDW LOAD 26 PSF FLOOR DEAD LOAD 10 PSF VT TI-11 W/ &d FLOOR LIVE LOAD 50 PSF AT 4* & 8' OZ_ 4 x 8 POST OF B x 6 x 3'-6* Ea 4 x 8 POST WIND UM - 90 11" EXP. B > 2 K 4 BACKING AT 4 x 4 POST SEISMIC 20NE 3 SIOND JOINTS 15) P.T. 4XX FLAT x 4'-W 3. DOMPT AS NOTED. D*06ION LLWER FOR P.T. 6 x a x r-r FMMAT06 %4LL BE 11EM­FIR. NO. 2 & BETTER. COW. P.T. 2 x 8 nn FLAT TREATED Luom �stwi HE PFcssLjw TREATED !? IN ACCORDANCE WITH AV#PS STANDARD C-2 TO A 0 AMS OF— zo CA P.T. 6 x 8 x V-W L 12d AT 4' O.C. ► fill MINIMLIM RETV-NITIO14 OF AO KT. Al PIECES IN CONTACT WITH ORD-ND, SAWN END GRAN r+jALL I I BE FIELD TREATED WITH 22 MIN, CONCENTRATION 0 law (M- COPPER MVWH3qA7E. mr_vm PATE sTou( it 0 15 x t-6' IRNWE oil$ S11ALL BE D)W OLIALITY Ahu &r� NOT CON'TAIN ■ PINS EACH END DONTAIN EXCESSIVE SPIATS. GfO(S (A" WARE. III. ED 2 x 4 FRAMING SMALL 13E HEM-FR STANDARD Cfi BETTER. TREATED 2 x 4 FRAMING SHALL MEET 7W REOIJVU�IENTS SPECIFIED ABOVE. END WALL COLUMN FOOTING OLLt1N FOOTING r3---\ C k ALL NALS TO BE GALVAN12M 0 smb V- Hr 5. VENT CRAWL SPACE I Sa FT. PER 15D er- FT. LEE OF RIM AREA OR AS SIONK INSTALL 6 MIL. 1 0 VAPOR BARRRR 21 C3 15A CONNECT STORM WATER FFD4 ROOF CUTTERS AND 20 ODMISPOLITS, AND DIRECT AWAY FROM BLXDW PAD TO AN APPROVED ORANAGE SySTE)oL StIADIND DENIDTES RAL+EW*fr C.MJJ. PER - TYP. AT (a 12d TOE NAIL 0 2d TOE NAIL_ N PLACES I? EACH SIDE 4 x 8 OF 92 EACH SIDE 8 [IF 02 Q, I - %*45 P.7. 2 x 6 x 16' 4 x _Zp 0 15d CIUPLE)(--�-� at 4§ AS FIEDD C4 x Zp CAP C4 16' K 16* x 4* 04J PIER 401009 PRE-FAB METAL ;p P.T. 2 x 4 x 2�-1 0* L O OR P.T. 2 x 12 x x 8* 16* PER 15" x 1b, x 4' AT W-V O.C. 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PIER Ell LOW ENI)WALL RIM I FOUNDATION PLAN NOTE, STRAPS NOT %iDW4 MARRIAGE LINE FOOTING TIE-DOWN STRAP K-7,-N CORNER TIE-DOWN SCALE: V4' V-0 wAz,, r- r-w T wmE. r- T-v k�11) Xli PROJECT KQ, 1 S05 NOTICE: IF THE PRINT OR TYPE ON ANY 1111111111111 F[-T I I I I [T-IT(T j-pJ1111111 1 1111111 vj-� l IMAGE IS NOT AS CLEAR AS THIS NOTICE, 12 4 8I C I1 19L 1 1( I l I l 1 1 IT IS DUE TO THE QUALITY OF THE No.36 8 IL 9 I Hll -1j", 6T 8I uil� "1 I I�IFI ,11 illi illi[,1,1111 si,, 111 1 11,1,1 1'IT:1111 ORIGINAL DOCUMENT ig z —I ,- _ �z III! IIII 1 11 11111111LSII 2x6 CRMf SLVPOR1 (TYP) S#4`SON A35 TYP EA. aa&R L 12'-0' wi-m*ik 12'-0* NOMINIAL 114) M RAW RAW ED-450V­­ RAW C0410EMT SCE EA. I.FiG S IMPSON A35 4 LA. CORNER (MXD.6 SCE EA. LEO II II II II 2wl ILE SUPPORT (TYP) 2x6 AT 16* O/C W/ Swf'SON Rj�7v- LUP 24 EA END 3'-6' 3'-6* 3*-6' S11-V A3 26 AT 16' O/C m 8 TWN RA\L - 5/8" P.T. PLYWOOD TT TYP. EA. SIMIP. A3 W/ S"'SON SUPPORT (TYPJ FtRNER W/ TYP. EA. LLP 24 EA END --,\ PLAN VIEW STD. RAMP AND LADING (4) No EA. LEG W.-R W/ r3 ) () N8 EA. LEG WBXE OF DOCUMENTS NONE: 318* - T-O' 24' AT 3 SIDE IF BOTH rAg DXLbW *0 ref UM 16 [q,6END OF AD 01304 IMMAIM1114TED CRIPPLE 5'-&* LANDING CAN RAILS ARE FREE- RAW M13M 6 714 FIRIWOM CF 15. ox (VtY BE USED WITH STANDING mmm exam 66164. w- 2xfi AT SJTORT " IF NDT 70 0 LGM N W/ S6101PSON I[TYPJ STAIRS. 24 AT S' O/C mu cm N pmr.Fat Aw Q-- LLP 24 EA. END W/ S*PSON I MAX M CONTIN. W P.T. PLYWOOD 24' 97101 UK 0 Filem WIN LLP 24 EA. END LIXR 0"M XANWAT!t_jJ 2x4 CONT K W/ 6d !ZREWSHINK MAL t7\ TYP. LANDING FRAMING t-2 \ TYP. RAW COWONaw ENT FRAMING lAT 6' OX V4* 1�2) N ;w—GZV. � AT 12' OIL 14 12d > TYPICAL NOTES 12d GALV. 00C V LANDING AT 12' ------ 5' -101t 12k (0 Zdk,S'--/ ? % V-W RAW I ALL 1( MATERIAL TO BE TYP. ON EMBED RAIL PRESURE TREATED WOOD GRADE SUPPORT ID' -/- • I V2' DIA. WOW I ALL 2d • NAILTO 13E GALVANIIZED S T 0. RAMP IN FILLED RU- WADRAIL NO SCREWSK4kW AM LAMING ELEVATION BUILDUP CONC. 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SECTION 6 STAIR AGAINST BUILDING t-7-"\ PLAN VIEW RAMP, LANDING AND STAIR a RAW PROJECTING SrA.Et 3/4%t4r RAW AND STAIR OPTION SCALE: W%"' QI/ CE SCALE, V4%1-W -B—EYOND DO OF SM SCALE Vt.*-t-T Ci ZBULD06ALL %') OR 24 SUPPORT %D I V2" DIA. WOW HAND RAIL Nr !c M � (rut 010 E 0 ON TO' OF 45 M. mm iMM OF Wi FIMSH LX41)m x SCREW AND GLUE WALL SEE RAW WIL", TO I Yr DW WOOD 144NERAIL SEE W1 BRACKETS TO WALL WMJ 2e c2) b6 TFE%IX I V2* DIA. WOODRAIL 2A, VERT EA. W1 W 12d To ry ISUPPORT 011 SUPPORT EA. END I Al-'�RAIL WIRAP CARPET WRAP TREAD RETURN AT LANDING CARPET OR USE T-w DOWN 8B*Q NOWSKID PAINT bu wm (4) 12d I NOSING 1D TYP. HANDRAIL RETURN 2wS DATE', W 2PLAN VIEW TREAD SCALE, 3'•r-0' LAND" RAW RAMP 24 CONT t�IILL mw A I RIM DRAWN BY, KAM V2* P.T. PLYWOOD ir T-0. RISER DESIGN APPROVAU sm- P.T. PLYWID we* P.T. T-O' T-w 2.6 FILL SALLS APPRDVAL: PLYWOOD W/ (4) BTWN POSTS 12d TO 12d b(V STAIR -CUT REVISIONS! Wt (4) 12d STRINGER AT CTR LEVEL 2 x 12 TO 2x'12 END OF EA. END 10" ^ L.EXISTING GRADE PAW r-Lu J L J L or— /--LET IN L u —Z44- CLEAT FILL AS RED D EXISTING b(4 W/ a) Qd (TYP) 043ED RAIL SUPPORT GRADE 2x1? STRINGER L :j U*- IN F LLED HOLE bt BLOCK Sifl-T (-13- RAMP HANDRAIL AT BUILDING SEC AT PROJECTED TYP. STAIR SECTION —r"\ INTERWDIATE STRINGER 2O OPTIONAL HANDRAIL AT BUILDING SCALE: 314%r-W ALDS WMtA& IA'-(r WOO SCALE: 314%1'-0* 2 ) SCALE: 2 FOR STAIRWAY SCALE: 3/4*-T-O' SCALE; 3/4'-r-40' OF 5 ',TD. 14'-0" LANDING 105=1 NOTICE: IF THE PRINT OR TYPE ON ANY ­7 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 12 IT IS DUE TO I-HE QUALITY OF THE No 36 Dial]" ORIGINAL DOCUMENT I 6Z 61 L 1 6 I I 11111 111111111111 1111 1 111 ij 12 11 ild 11 la lid Fi,it,I I I 1 11 Ili,, '1111 11111 It I 1111_'-'1111 111'1 '1111 11,11 '1111 1111 11 111111111911 :1111111 1111111cl, 1111, 11 Illi IIII 1LII 2111 Illi[tu, 111114111 FLOOR W,6TRITT MON -- _� �._._----------_----- —.._.-. — FNISit CA IT THRLp-QIT _— __ D®PMR SCHED EDWR IRE _-- BASE, 4' VINYL THRVQ/T c BB) A WIDITI FfKi}RT THICK. 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INTERIOR EXTERIOR REMARKS (ACTS AS 1 PERM MAX VAPOR BARRIER A 2 4LW N-0• xo VINYL QUAL LOW E'I x 4 OF 02 LATCH W. Ai 54• AFF MAX BEN6` 1-V2' x 24• x 2.0 E CONT. LAMINATED Q Q„691 Ec} VENEER ILFgETR N Tt 126 OR 1C80 34FaLL 5 2 N • FATE: CALAX NO SEAL ALL EXTERIOR WINDOWS ONEARAN3 IDLE 5 5 5 5 �� ROOF PITCH0 2112 �+ --BANE BOARD TYP. RQOE VENT ---' S• W. x 8• H RD. 2 r 2 - CF1J ING RTES 80T. OF RO AT TYP. NSIOMA LOCATION 40' AFF CEILING HEN�?iT: 9'-0' 4(r � SUSPENDED T-0RID W/ .ACMUSTMCAL TILE ROUGI+IN ((� W, HIM INSTALLATION DATA) � ONLY 11"" BATT INSTALL SUSPENDED CEtLW PER LBC STD 25-2 - 8'-0' ria• 17 B `I v� • " �J Q __—M[JO BATT W/ Q1 ROWS ATTAR LIGHT FIXTURES TO CEILN�G GRID W/ u w lug oil OF 6d AT6' OC _ W '6 x T STSM SCREWS 0 X O � o o ATTACH HVAC D TO CELIFIG GRID W/ K) '6 x P STSM SLREWS 0�-� BOVE iSTtiP A L017 FIXTURES SHALL 1E *CEpEFCa4TLY SEE DETAIL SLAFH CTED BY 12 GA. 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W/ W 12d - LSBW/ 0 3/5' x6• x9' L �7 4C ND's EACH END____4* PLATE - WEED TO __T � Q BEARIN i PUTS 2x4 xt rx3• x IrSTL 2x 4 -- BEARING PLATE W H- SMp501 A34 W/ (X N ND's EACH LEG Sw CSB W/ 01 Nin AT WALL PLATE o 0 A b� 2 x f x 30' BRACESTAGGERED �— bAT FIRST RAFTER EA.- u; R SILT OF CDLLEN eo • 4 SECTION A DATEr F-6�94 a scALE` r • r-0' aRawN erg ICAh1 3' x3' x WE• •— 4 x 4 13F SAB TUBE STEEL COL,FN DESIGN APPROVAL., COWIN 20 GA. x 2' x 12' r��r SALES APT'RWAI: STRAP W/ (m ND's < wap BATT PA41 CLIP REYISION!<,: -TYP. S/8• x 3' x D' STI`. 2 CSB W/ IW _ WiW1U G PTS -- ` Mrs EACH FND RAI BEARING IRIM-- � ING RIM- OR BLOCKS) PLAN VIEW SCALE: r • 1b• 5 END WALL COLU!IN DETAIL _ CENTER COLUMN DETAIL 9000 SW DURHANI SCALE: v2 . r-o- TI C A R[� OF 5 _���__ - �__� SCHOOL DISTRICT 15-28 I 'Mos r,, _ 100-19 BUP200400266 - NOTICE: IF THE PRINT OR TYPE ON ANY � ; �_Ii �! i i ! � ii.� � LT TT1� �1�� �-� I f -�_I t_fT1j�.1ii i IMAGE IS NOT AS CLEAR AS THIS NOTICE � 10 1 . . 1 12 -57 .7-00.5 IT IS DUE TO THE QUALITY OF THE _ � r�o.ss ���,'w�W��'• ORIGINAL DOCUMENT E 6Z gZ Ti �li 8'1111 iIII IIII IIII IIII Illi II III! III 11 �I11 Ill! ll! ILLI IIII. Illl IIII IIII Ilil IIII IIII IIII Till IIII Illi IIII Illi Illllllll Ilil IIII IIII IIII IIII IIII IIII _llJl 1 '�� - IlllIll IIII Illl lil�..11l ll �l.l 11 Illl��kll i h f F 7113431 ). f i,l�iiCN �+ tiFTH A. R kclo EXPiRESs 12rM DESIGN CRITERIA CONSTRUCTION TYPE 5-N `�'� - ' ►A�� OCCUPANCY GROUP 5tz v"' ,UPANY LOAD (T ICA) 18 f, VENTILATION CCCUPANY LOAD 9 ;t5" o PLUM51NG OCCUPANT LOAP 9 AL ROOF ROOF LIVS LOAD 25 P✓F EXPIRES= 'In= � FLOOR LIVE LOAD 50 P5F WIND LOAD 90 MPH - EXP. B 5515MIC ZONE ZONE 3 GLMATE ZONE ZONE I N B 0 N Om'm�' Yem""' I� r\\A -'O� p ELECTRIC LOAD 200 AMP i Ph. DIaTANCE TO PROPERTY UNE r=RONT: 20" MIN, OR ASSUMED PROPERTY LINE REAR: 20' MIN LEFT: 20' MIN TELEPHONE * RIGHT: MIN � 03 GENERAL NOTES: P .O . BOX 110OR � � E . 97325 TP .,RM THE T.R►'N U.B.G. SHALL APPLY TO THE CURRENT OUT EDITION OF THE 0.5.5.6. FOR PROJECTS IN THE CHECK OUR WSTATE OF OREGON AND SHALL APPLY TO THE • CURRENT ED1TI0ly OF THE AMENDED UNIFORM BUILDING CODE FOR PROJECTS IN THE STATE OF WASHINGTON. APPLY TO THE CURRENT EDITION OF THE IT SHALL APPLY TO THE CURRENT EDITION OF THE UNAMENDED UNIF=ORM 5U10NC7 CODc 2. ALL CONTROLS AND HARDWARE SHALL. 55 ACCESSIBLE TO PER50N5 WITH P6A5UTIE6 (iloq.3) 3. NOTE: ACCESSI51.-E RE✓TROOMS ARE AVAIL4LE IN THE M851 ADMIN OFFICE ON THE SAME PROPERTY HEET MNOEX S NO. TITLE I FOUNDATION PLAN AND DETAILS C: 2 RAMP, LANDING STAIR JC8 NAME: 3 FLOOR PLAN, NOTES AND SCHEDULES DOE COMPONENT BUILDING 4 EXT. ELEVATION 5 DETAIL J05 SITE AVDRE55: b DETAILS MA DERV BU0 LL DD NG SYSTEMS �N 7 REF. G;,G., HVAC AND ELEG PLAN AN 9493 PORTER ROAD AUMSVLLE, OREGON V OWNER NAME: , JO�NT PR OJECT BETWEEN MB34 DOE s TTY i)F TIGARD Approlied lJl�•p N(r h, ►nditlonally Approv�a ..... ----- - ) F .)r only thfs wjtrI o,E OMIT N0.ill Soo !,stty to: Follow. ....... ...•. I I " OFFI�:' Y 9000 SW DliRHAM TIG ARD SCHOOL DIS'T'RICT 16-28 131112004-00266 - o PROJEOT N0. MINIM x��,,12.u•,.x+rn-..nhpn;.^�..nq,s,.�MiE�l�l!^a+Mr!e''i+, 'i�x.ye.,.w..•r�wd�rAllr....+1�.t - .ti NOTICE: IF THE PRINT OR TYPE ON ANY Ilrllli IIII ! IIIIII � IIIIIIII�IIIIIIIIIIIIIIII II!11!Ilrlr�r1rfrlrlrlrlllrlr I�rIIIIIrlllil!I! rlll!I!i!Irl!Lrlrl! I!III!III !IiIII!I! III! lili !I ! ! ! lil! I!lililililili ! !II !Ilili ! lilili il !lili ,� � IMAGE IS NOT AS CLEAR AS THIS NO TI.,E, - .- - - ---- - — - ---- - .. - --- - --- -- --- - S� -- -- .1 - - � S" �C L IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT241 E s z e z L z 9�z �z r z sII z �y ill z o1z s[ e11 i L i a11 T a t t°l t S i z t [ i i s 1� lL 9 1s 11� I is �z �T�,Yl� lil lilllllll IIII IIII IIII�I!II IIII IIII IIII I!IIIIIII�IIII�IIII�IIIIIIIII IIII�IIIL�IIIIIIIII�IIIII!III Illlllill IIIIlIIII�IIII�IIII�IIIIIIIII !!1111111 IIIIIIIII IIII IIII�IIII�!Ill�lllllllll�lilllllll IIUIIIII�IIIIIIIII�IWLIII�IIII�IiII ll!l�lllllll�lll111111lll!I 1111111hillIII�IN11� ; � N ' 13.431 C B A 27'_8„ ars 13'-10' 13'-10" A RPS 2,_8„ n, 2.. 2:_8. ExPIRc.= 12M98 1/2' T1-11 W/ 6d --- - AT 4' & 8" O.C. I xQ 2 x 4 BACKING AT z SHADING DENOTES SIDING JOINTS f `�' FULL-HEIGHT C.M.U. �v PIER TYP. AT 2 1g� ay tA' �f 1 (6) PLACES 1 x � CONT. P.T. 2 x 8-------� 1 12d AT 6" O.C.— I AT 2 x 4 4 � - DcPIRES= 7,7i00 I i P.T. 2 x 4 x 2'-0" L. TIE-DOWN STRAP AT 6-0" C.C. W/ ' TYP. AT (12) PLACES 85 x V-6" DRIVE PIN _ SEE UTL. 6 REUSE OF DOCIa'�ENTS 'H • IS DOCI-NM AND THE UEA:5 1 • - - - - - - - - - - - - - AND DESG EI CORPORF HEWN RATED OF PERIMETER FOUNDATION NOTES 4 - - - - - - - - - _ - - - - - - - - _ - ----- ►•,�N gu;LOING SYSTEMS, INC. `t �' , ' \ `\ AND 15 SOT TO BE USED. IN 1. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS W+-+OLE OR IN PART. FOR ANY SWEt 1' t'-0' ` OTHER USE OR r%.ECT Y11TH AND CONDITIONS. THIS STRUCTURE SHALL BE m - ,� OUT WRITTEN AUTHORIZATION" ADEOUATFIY BRACED FOR WIND OR EARTHQUAKE 180 R-8 FORCES AND TEMPORARY FORCES DURING SETTING �'� F 12d AT 4' O.C. DUCT AND ERECTION I INT I L ALL UNITS HAVE BEEN PERMANENTLY Al?ACHED THERETO. C4 ' U* UNISULATED ' I I 'r► --� FLEX DUCT 2. DESIGN LOADS: L- ;, — ROOF DEAD LOAD 12 PSF ROOF SNOW LOAD 25 PCF 40, 00 I w i I FLOOR DEAD I.OAD 10 PSF FLOOR LIVE LOAD SO PSF 4 1/2' T1-11 W/ 6d AT L` 8 8" Q.C. 4 x 8 POST OF 8 x 8 x 3'-6' — (2) 4 x 8 POST WIND LOAD - 90 MPH EXP. B • SEISMIC ZONE 3 2 x 4 BACKING AT 4 x 4 POST Z I ' (6) P.T. 4 x 8 3. EXCEPT AF. NOTED, DIMENSION LUMBER FOR I L SIDING JOINTS N FLAT x 4'-0" —' - —' FOUNDATIONS SHALL BE HEM-FIR, NO. 2 & BETTER. c,ONT. P.T. 2 x 8 �• x16' x 4" CMJcn � TREATED LUMBER SHALL BE PRESSURE TREATED 4 5 4 A Lr, IN ACCORDANCE WITH AWPS STANDARD C-2 0 A , , •t (3) ROWS OF - (2) 16' x 16" x 4" CMU - MINIMUM RETENTION OF .40 PCT. AT PIECES IN \ �Q i ` 1 I I 1 �► CONTACT WITH GROUND, SAWN END GRAIN SHALL ; BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATE. TREATED PLATE STOCK SHALL BE GOOD OUALITY AND SHALL NOT CONTAIN ® i - TO ROOM CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. �` , DIFFUSER c19 I •• 2 x 4 FRAMING SHALL BE HEM-FIR, STANDARD OR ; , BETTER, TREATED 2 x 4 FRAMING SHALL MEET , TO R/A THE REQUIREMENTS SPECIFIEt7 ABOVE. N WA COLUMN FOOTING COLUMN FOOTING 4. ALL NAILS TO BE GALVANIZED. 3 END LL 3 EXHAUST 1 sty= r • r-0' 1 SCALEt r • T-0' 5. VENT CRAWL SPACE 1 SO. FT. PER 150 SQ. FT. OF FLOOR AREA OR AS SHOWN. INSTALL 6 MIL. I / 1 VAPOR BARRIER. 6. CONNECT STORM WATER FROM ROOF GI.;i TERS AND 1 2 �- DOWNSPOUTS AND DIRECT AWAY FROM BUILDING PAD TO AN APPROVED DRAINAGE SYSTEM. .01 am �J (2) 12d TOE NAIL x 0) 12d TOE NAIL_ EACH SIDE x 8 DF "2 EACH SIDE 4 x 8 OF 02 Is - m zca WEDGE AND SHIMS -- -- ° P.T. 2 x 4 x 2'-0' L. P.T.P.T. 2 x 8 x 16 (2) 16d DUPLEX f AS REO 0 — CAP ' AT 6'-Q" O.C. W/ �? • tO 4000" PRE-FAB METAL cO "5 x 1'-6' DRIVE—�� ! ca 16' x 16 x 4' CMU PIER 8" x 8" x 16' PIER `� 16' x16 x PIN SUPPLY OR P.T. 2 x 12 x 2'-0' �_. GMU _ CMU PIER z OR (3) P.T. 2 x 8 x T-0' 4 I z M Q� h 4 ( V IL 4 MID-SPAN FOOTING 4A ALTERNATE ,•IID-SPAN FOOTING SG•_ t' C' SCALEt 1' 1'-0' Q N 1/2" DIA. M.B.'-• Wi WASHERS AT 'r 3'-4" IN EACH END AND 8'-0' G.C. 1 . 00 OD ___ 2 a DATE: I0-W-17 � I � —GALV. STRAP JOIST �! � 1 — - ---j I DRAWN BY: _._. a11 1-1/4" x 0.031 0AL.V. STRAP W. 1 h (2) 12d TOE NAIL I i - . - - - - - j x I BUCKLE LOOPED AROLAND LVL �— - 4 EACH SIDE -- w x POST �I 2 x 8 BLOCK 1 --5/8" DIA. STRAP Sr_, L.V.L. RIM T. 15' 6„ � 1 �� 1 � t � DESIGN APPROVAL: LINE OF FULL-HEIGHT F'.''. 2 x 8 x 16" s `1 0D _ - _. 1 3 r -„ 3/4' DIA. x 30" W/ 4' DBI. \ SALE. APPROVAL: G�1U PIER SEE PLAN CAP HELIX AUGER ANCHOR (DRIVE 12 x — GALV. STRAP \ 16' x 16" x 4" CMU PIE` _`�" x 8" x 16" — IN GROUND AT 45 DEG. TO SKIRT "�I I , _ r. ?.'-0" CM - � U ALIGN W/ STRAP - DRAW OR P.T. 2 _ VISIONS: CR (3) P.?. 'l x 8 x 1'-d' "f — STRAP TIGHT & LOCK BOL T) Q 1 s a& . f F 11110 7R`� �� ' a: 1mr C.M.U. PIER BELOW u ENDWALL RIM c n � IJN LAN (NOTE.: STRAPS NOT SHOWN) Sl",ALE= U4" 1'-0" 5FEET MARR i AGE LINE FOOT 11 T I E-GOWN STRAPCORNER TIE-DOWN r 9000 SW DURHANI SCALE, 1 r-0" SCALE: 1' V-0' SCALE, 1' 1'-0' ] CARD SCHOOL DIS7'RIC7' 17-28 11111'2004-00266 OF PROJECT NO.: No riCE' IF THE PRINT OR TYPE ON ANY ► II�� II IIII ' ll III � � IIIIII + 111 1111111 IIIA 11111111 1111111 1111111 VIII 111111 !1 1111111 1111111 III I 11111111 11111111111 III III I IIIIII111 I �IIIIiIIIIIIII 1111111 111 � ' Il VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I � I � 4 I � I 6 I I $ � I In I i l � 1�� �-�-�1 . �vU� IT IS DUE TO THE QUALITY OF THE No.39 ORIGINAL DOCUMENT E 8Z 8Z LZ 8Z �Z ib 7. EZ Z iZ UZ f3i 8I Li 9t 9t 6i £I ZT it T 8 R L g 1Q b E Z 211 ,111.i13MIiIIIIIIIIilllllllllllllllllllllll !!!Illil IIII IIII IIIIIIII IIIIIIII Ilillllllllll !III IIIIIIIIIIIIIIIIil,llllIIIIIIIIIIIIIIIIIII' IIIIIIIIIIIIIIIIIIIIII�IIII�llllllllllllll�llll�l!IIIIIII�IIII�IWIUII�lllilllllll: 'I�IiWl11ll111J1111 'liullll k FASTFIIIw1SCIfDIIE - MINIMI,M NIA�R OF WAILS FOR W0M NE)� fl.4'st _ro BaR C'FII II�C t�'ITFS DcCEPT AS NOTED ON ORAWIwS) FINISH: v OZ COMMERCIAL'LEVEL LOOP --- — CARPLARE T. IN CLASSROOMS. SHEET VINYL CEILING HEIGHT: 8'-0", U.N.O CCNPECTION N0. I SPACING ROOF 3 STTO BE INSTALLED SUSPENDED T•-GRID Wi ACCOUSTICAL TILE RIM JOIST TO FLOOR JOIST 3 PER JOIST 5 ,1 FTURE DATEVCT ATRM "105. OU: MFR'S INSTALLATION DATA) JOIST To JOIST 2 ROWS AT T2. OJ-. 6 ��"FLOOR�� ^_..� ._..�.�- (I,IBC-STG 15-2) eLOaclw 2 EAa+ EWA C B 5 �! � A. RASt� BASE: 2 1/2` VINYL THRU-OUT, O O EXCEPT 6" VINYL IN RESTROOM, UNO, ATTACH LIGHT FIXTURES TO CEILING GRID W/ _ EXPIRES. 92/r/s STLOS TO PLATES - END NAIL 2 EArH ENO AT 2x4 27'-0" (4) SCREWS M6 x t" SMST. AT E NAIL 3 EACH T'LpS To PLATES - EK1 EACHNJ 2r6 1 IJ�ERLAYMENT• 3/8' CC-PTS AT s SHEET VINLY AND VCT AREAS ONLY ATTACH HVAC FIFFUSERS TO CEILING GRID W/ ELOOKIND 2 EACH EIC 13'-6' (4) SCREWS "6 x 1' SMST. J*e STUD To 4x HEADER MIN. 4 �AD4 END Sl1t3FLO0R: MIN. 3/4' APA RATED T8G SHEATHING 9 JAMS STUD TO 2x HEADER MIN. 2 EACH END (ACTS AS 1 PERM MAX. VAPOR BARRIER) LIGHT FIXTURES SHAL BE INDEPEN IENTY SUPPORTEC 3 OVERHANG * ,. -TYP. �a V`•''V-V'�" '��-�✓�/'� BY (2) 12 GA. WIRE AT OPPOSITE (�1RI�R$ 5Tlq TO :,TW CRIPPLE. ETCJ 8' O.C. `r .�Isrs 2 x DF �2 BTA r 1s° O.C. ��pC BL I k AT S i� T�ATOP TE PLATE TO LOWER 2 EACH SIS OF STIR BOTTOM PLATE TO FLOOR - 2 EACH SIDE OF $TIO o O - 1347 RIM JOISTS: 1-1/2" x 7-1/4" CONTIN. LAMINATED SEE SCHEDULE VENEER LLMEER INER 126 OR lCBp 3575) RM JOIST TO RAFTER 3 PER RAFTER ` . 1p111►L � ]� M JOIST TO TRUSS MIN. 2 PER TRUSS � � OFFSET RIMS: 2 x 4 OF •2 8, BTR RI SEE SCHEDULE RAFTER TO RAFTER ? ROWS AT t2' OZ. r iv INSIEAT ION: R-19 U sm1w 12 EACH END 7 EXPIRiEz$+ 712/00 2 M BOTTOM CLOSURE FS-25 2 x 4 LEDOER 2 ROWS AT 6. O.C. 0 5 REUSE OF T CORNER BATTS: 1 x 4 CEDAR 2x ERACE To RAFTF4 4 AT RAFTER O.C. A caE OOCUNEN S Ex Id2 WA_ LI .__,,CMT r-Tiy O IH15 QOCLArENT AND TI-E ICE.AS ANt] OEFI�itVS INCFElPORATEU ✓-�V--�"�'�.,�1,-•� MODULE BATT: i x 6 CEDAR NOTE= ALL FASTENERS ARE 12d I.t�p i I HEREIN Is THE PROPERTY OF SIDING: 19/32" Tr1t HARDBOARD AHA-808 W/ FASCIA: 1 x 6 CEDAR STANOAFao oc4,mu�; FACTEN,Ar;�: - MODERN BUILOIW� SYSTEMS, INC. 8 VERTICAL GROOVES (SMART CHOICE)3 FROM NER-272 FEB. t9e9 I ANC ED IS NOT TO EE US . IN 1h'}•gl.F_ � IN PART. FOR AN'r BARGE: 1 x 6 CEDAR ^.r�.^u tir ��- _`vim'y Y-�^ - OTHER USE OR PROJECT WITH STUDS: 2 x 4 DF STUD OR BTR AT 24" O.C. V' ,{4 f� �T' I I� �� CUT WRITTEN AUTHORIZATION. INSULATION R-11 U CRITTERS: BY OTHERS p clan �A���/��,�I ��' - _ �CC pp � " INTERIOR FINISH: 5/8' VINYL COVERED GYP. �. DOWNSPOUTS: BY OTHERS 314• COX OR OSJ3. OR 6' a1GE 6d (M) 2-1/4' 1 2 QF F I L,C= C7 '- (ACTS AS 1 PERM MAX. VAPOR BARRIER) �,f�TES CTLRDI-FLOOR T&G 10• FIELD 5 6 SKIRT: MATCH SIDING NONE 6D cern �i K]Y�c a>c�naTFn� e"v Cp ( � 19/32' 'T} EDbE 6d tl SMART CHOICE 4' 4• IJ)9'9� 1-31 Il�(TERIItxt WALL CONSTRUCTION Q 8' FIELD GALVANIZED STUDS: 2 x 4 HF STD $ BTR AT 16" O.C. (U.N.O.) AooF SW,TN , AM„ 5 2 � INTERIOR FINISH: 5/8" VINYL COVERED GYP. BD. 7/76• osa 61 EOM 15 GA. 2•12• F7El.D STAPLE � n j 5 INSULATION: R-11, FjTWN CLASSROOM 4 .-. WALL s�►T>+wG �rrTn N AND OTHER ROOMS 5/6' GYP. SHEATHING 7' OIC 6d 1 314• ? r� R� Cd�ISTRXIION EA. WAY allIR .o I I O p ry4 in LL f•.�.�� ...�...��.� '-v-�r-1 5/8" PLYWOOD � ,JL • =(2) LAYERS, 15" FELT (6 STAPLE AND HAND TAB) UNDER 5/8" V.C.G.B. 7. NOP IN 1st 2'-0" INSIDE WALL LINE AT CAVE ROOF SHEATHING: 7/16" WAFERWELD 24/16 al 4 � c FRAMING: 2 x 8 OF 01 8 BTR. AT 24" O.C. h a �wr� , INSULATION: R-30LJ W/ FS-25 VAPOR BARRIER 3F (ACTS AS 1 Ff-RM MAX. VAPOR BARRIER) I 1+ I 0'-7 3/4• I *? BEAMS: 1.1/2" x 24" x 2,0 E CONT. LAMINATED o � (L 2'-6' L 3'-4 3/8' L Ln VENEER 1-043ER MR 126 OR ICBO 3575) Ln , � - � OVERHANG: 12" ,�- ROOF PITCH: 2 1/32 IN 12 DRAFTSTOP A80VE RiOGE VENT � SEE DETAIL II��' X RIA GRILLE 30 x tG 8 >: 5 1 0 2'-0" DLR. 4 d c� I STUD BAY 77INSU-AqTION F + t LA ' FULL L & — I I HEIGHT i ODOR SCHEDULE _ I I W� � a � '< ryI�y�} FIRE HEADER REMARKSCfl �' W.IDTH HEIGHT THICK. HAND CORE_ FACE FINISH SIZE TYPE MAT'L FINISH THROAT' ROU' RATING �- ' 7'-4 7l - 0'-3 1/4" DBL KING STUDS _ �.r 8 611/8 1 3'-0" 6'-8" 1-3/4' LW INS MTL PF 1/2 TNI- WD PT/CO 4 3/4" 1 - 4 x 4 ( $fig ! Q O AND SILLS TYP. CD I ALL EXT. OPENINGS �°' 2 3'-0" 6'-8" 1-3/4' RW I NiTL PF 112 TMP WD PT/CO 4 3/4" _ 1 - 4 x 4 DF S&B I OVER 4'-0" IN WIDTH p� (� 3 T-0" 6'-8" 1-3/4' RN _SI: WD co - WO CO 4 3/4" 2 2x6 ,O 4 Z 4 3'-0" 6'-t;" 1-3/4' LH SC WD I CG WD CO 4 3/4" 2 2x6 q FILLED R.O. FOR 6040 I Q W/ 2040 INSTALLED S 3'-0" 6'-8° 1-3/4' LH SC WD CO WD CO 4 3l4' 2 2x4 - ���._: _ " � � L6 3'-0" 6'-8" 1-3/4' LH SC WD CO WD CO 4 ?/4" 3 2x4 + I FILLED R.Q. FOR �,; (I � �► SW W/ 2040 I A INSTALLED 1q,; S tO` A � 2 4 � v NOTES: 1) CAULK AND SEAL ALL EXTERIOR DOORS. 3) ALL DOOR LEADS 4-1/2" U.N.O. 7/16" OSB SHEATHING 5 5 2) ALL EXIT DOORS SHALL BE OPENABLE FROM THE 4) ALI. DOORS TO HAVE A OPENING FORCE NOT TO c� o ! I W/ 15 GA. x 2" STAPLES x INSIDE WITHOUT THE USE OF A KEY OR SPECIAL EXCEED 8.5 POUNDS. AT 6 A I - KNOWLEDGE OR EFFORT (U.N.O.) I N I � _ HAP.Dl1 ARE SCHEDULE I 3 �� GROUP #1 GROUP "2 GROUP "3 GROUP *4 -- GROUP *5 - GROUP "6 - GROUP "7 GROUP "8 � I I s FF I CE, A. FU? PAIR BUT �S -1 tl2 PAIR BUTTS i 1/c FAIR BUTTS Q I I f -- I / D�o-��'�'r© AL4u5 Al-105 FILLET] R.Q. FOR 6040 CATS: 10-W-17CONCAVE WALL STOP CONCA vE W, OL[ ..LEVER LOCKSET <, (LEVER PRIVACY) (LAVER PASSAGE) ( I � W/ 2040 INSTALLED 5 , hof FtHST uI s ruY I + DRAWN BY: DOOP BOTTOM OCCLPIED IDICATOP V I I I > "RF LDESIGN APPROVAL: ABBREVIATIONS Ln z � � 3 SALES V I aPPRo AL: m o REVISIONS: AL ALUMINUM CS CAULK & SEAL. INS INSULATED NRW NARROW (LITE.) SC SOLID CORE TTP TAPE, TEXT, PT [� 72MAFF ABOVE FIN. FLR, FGL FIBERGLASS KD KNOCK DOWN PF PREFINISHED SF STOREFRONT VWS VINYL WRAP SURR ELECT. PHASE1 6 10-28-97. ECH BA. BRONZE ANODIZED HB HARDBOARD LH LEFT HAND PT PAINT STN STAIN wo WOODA METERAM MA57 5 FLOOR 7 CDR CEDAR HC HOLLOW CORE LHR LEFT HAND REV. RH RIGHT HAND TiM TIMELY FRAME WLD WELDED 12'0 BECH CO COLONY CAk HM HOU 00, METAL MTL KETAL RHR RIGHT HAND REV. TMP TEMPERED STN STAIN 3 ELEV. 5 ROOF c-? T?/WW. CH I WINDOW SCHEOL A..E D MARKER B FLOOR P A � 11-12-98. DAO I_ -• y IIVD4W T�R, QTY. HEADER REMARK_; WIDTH HEIGFI? TYPE FAaME GLASS SC MAX. U MIN. INTERIOR EXTERIOR C SCALE* 1/4" V-0" SHEET ? 6-0" 4'-0" XO BA DUAL, LOW 1=' .51 .50 VWS 1 x 2 CERA. 4x6 OF "2 FLAT LATCH AT MAX. 54' A.F.F. XO rs� �f�SAL , LOW .5' .50 VWS 1 x 2 CEU4,1 4x6 DF `2 FLAT ALL WINCJW5 HAVE MINI-BLINDS -- - 9000 SSV DURHAM AND SEAL. ALL EY r l WiNQO v5 `- ^�_1 _. TR;ARD SC'11-11100L DISTRICT l I � 13U!'2004-00 266 QCT N0. NOTICE' IF THE PRINT OR TYPE ON ANY III ' ill 111 1111I111 III III III III Ilillll I l III III IITT 111 III I!I I I III III ! II III III III IIII ! III !I ! II! II! ! + II III III !II ! I ! III 1111! 11 II! II ! IIII ! I! !!I II! hill ! �, CLEAR AS THIS NOTICEI-_11 �- I-- I ( � I I 14 I I LL_ I I ( • I I I I g I I I lU f 11 I 11 I �--! S. ,ZDD IMAGE IS NOT ASC , , a/yk� ---__� ------�-----------� - IT IS DUE TO THE QUALITY OF THE IIII ilIIIBI ZIlli 8I�IZIIIIIIL�ZII1111111 It _ Zlll+1116I1Z � QTZ i�T B T 9T I tb,T. i I 11j111111111Z1(�11�11TIIItlN�illEORIGINAL DOCUMENT l�lllI1l�III1Z11IlIII - FASTEN4&SQfDLU - M%KH "BIER OF NAILS FOR WOW MEMOS C' FLOOR CONSTRUCTION III NOIES IEWFT AS NOTED ON DRAWWSI 13431 FINISH: 26 OZ COMMERCIAL LEVEL LOOP CEILING HEIGHT= 8'-04, U.N.O CC/14NEC' ION NO. / SPACING ` ROOF 3 CARPET, IN CLASSROOMS. SHEET VINYL -- --- 5 AT RESTROOMS ONLY, TO BE INSTALLED 1 SUSPENDED T-GRID W/ ACCOUSTICAL TILE RIM JOIST TO FLOOR JOIST 3 PER JOIST 1 AT A FUTURE DATE. VCT AT RM 0105. : MFR'S :NSTALLATION DATA) JOIST To JOIST 2 ROWS AT 12' O.C. 6 (REF (UBC STD 25-2) i 4Ns END OB 5 A �tiF ' ` ��BASE. 2 V2" VINYL THRU-OUT BLOCK 2EACH rH A. RNS� EXCEPT 6' VINYL IN RESTROOM. UNO. ATTACH LIGHT FI,(TURES T 0 CEILING GRID W/ STUDS to PLATES - END MAIL 2 EACH END AT 2x4 � w� _ 27'-0" o(PIRES, 12/W96 ti (4) SCREWS "6 x I" SMST. STIRS TO PLATES - END NAIL 3 EACH END AT 2Y6 Q F- UNDEHZLAYMENHT: 3/8" CC-PTS AT SHEER VINLY AND VCT AREAS ONLY ATTACH HVAC FIFFUSERS TO CEILING GRID W/ 14OW!IND 2 EAa END 13-6' 13'-6" �_�. (4) SCREWS "6 x 1" SMST. JAMB STUD TO 4x LEADER MIML 4 EACH END (�(�� 0 4 - QOF�HANG � oA' �`�G SUBFLOOR; MIN. 3/4' APA RATED T&G SHEATHING �S (ACTS AS 1 PERM MAX. VAPOR BARRIER) LIGH-IT FIXTURES SI AL 8E INDEPENDENTY SUPPORTED JAS sTw To 2x HFJ�LFR MW 2 EACH ENl IBJ w �� # T " BY (2) 12 GA. WIRE AT OPPOSITE CORNERS sTUD TQ sTUD (cIaIPPLE, ETca a• o.c. -TYP. �,�� JOISTS: 2 x 8 HF "2 & BTR A 16 O.C. UPM TOP PLATE TO LOWER 2 EACH SIDE QF STUD DBL, 2 x 8 AT ENLTS5 r -- ----- ---- BOTTOM PLATE TO Fi OOri 2 EACH SIDE OF STUD M Q I - At RIM JOISTS: 1-V2" x 7-1/4' CONTIN, LAMINATED SEE SCHEDULE -- -- F6-4 --- O 21543 VENEER LUMBER (NER 126 OR ICBG 3575) , RIM JOIST TO RAFTER 3 PER RAFTER 4 _. 181 ' �I'l'SVmy�■'w,y.yIG Ji�Y.�iL.4iL RIM JOIST TQ TRI155 MIK 2 Phi TRLlSs CNAL OFFSET RIMS: 2 x 4 OF "2 & BTR • SEE SCHEDULE RAFTER TO RAFTER 2 ROWS AT 12' O.C. fV INISULATION: R-19 U 13LOU(INO 2 EACH Flo 7 12 �Q'ER IDR NOjES � BOTTOM CLOSURE: FS-25 2x �iA1.ED(ER ER 2 ROWSRAFTei AT ' o.C. 4 Q COL. A 5 REUSE OF DOD-HI lTS CORNER BATTS: 1 x 4 CEDAR � �c AO EXTERIOR WALL CONSTRUCT IQNI MODULE BATT: 1 x 6 CEDAR NOTE; ALL FASTENERS AAE IM (.cio EXT. DOOR CALL-OUT I THis ESIG ENT AND THE IMAs SIDING 5/8' Tl-ll HARDE30ARD AH W-8O8 W/ ' 7'-8 5/a" TRIM.R�6'.8 3V4" AND IN IS T PROPgRATED HI;I2EIN IS TIS PR�FRI'Y OF FASCIA 1 x 6 CEDAR STA nARD SHEATHM Fa�i� - Win- MCOEW BUILDING SYSTEMS, iNC. 8' VERTICAL GROOV-S (L.P. SIDIING) - � 4%-272 FIS ties � STUDS HDR- 4x4 OF S&B AND Is NOT TO 43E USE). IN STUDS 2 x 4 OF STUD OR BTR AT 24" O.C. B 1 x 6 CEDAR M` Q -TYP. WHOLE OR IN PART. FOR ANY ----- sphcum I OTHER USE OR URHORI WITH INSULATION R-11 U GUTTERS: BY OTHERS ROM g f-K � M I 11 11 l r- OUT WRITTEN AUTHgRIZATION. INTERIOR FINISH: 5/8" VINYL COVERED GYP. BD. DOWNSPOUTS: BY OTHERS S!8' COX OR o.S.S. OR 6' EDGE 6d (JOS 2-V4• °D 6 6 I CLAS�RC� M B I � (ACTS AS 1 PERM MAX. VAPOR BARRIER) STuml�ooR Tao �. Fl� IdIF81QE��lQIE� SKIRT, MATCH : DING NOIE S inx�rt u� c cipvts�TEDt � INTERIOR WALL CONSTRIX:Ti'JN '�• T}" HARD �D e� FI�9.D o6'ALv IAN�D }'3r4• �` � I r wlNDow ca.L-ouT STUDS 2 x 4 HF STD & BTR AT 16" O.C. (U.N.O.) R.O.- 6'-0"x4'-0^ � INTERIOR FINISH. 5/8' VINYL COVETED GYP. BO. V2' 13X P aR 12 6IEL S oA r 5 2 `� TRIM. 6 8 V4 v2' cox PLYWOOD tt• F4I3D sTAKE 5 5 HDR- 4x6 OF "2 INSULAT iON: R-11 FOR SOUND, BTWN CLASSROOM Q AND OTHER ROOMS • A i 4 } . ROOF CONSTRUCTION cG ROOFING: FIBERGLASS COMP. SHINGLES OVEN 5/$ PLYWOOD CC LL- (2) LAYERS 15" Fri:LT UNDER 5/8" V.C.G.B. R/A GRILLE MOP IN 1st 2'-0" INSIDE WALL LINE AT EAVE 14"BT MAT 6° 2x4 8POCKET ROOF SH-EATHING: 7/16" WAFERWELD 24/16, H=RAMINIG: 2 x 8 DF "1 & BTR. AT 24" O.C. 1 3 i �B - F11T COL. 4x8 DF "2 -- INSULATION-• R-30U W/ FS-25 VAPOR BARRIER 4 ,- " - O 1 - 9RG PL-1'x1 V2°x12' ` (ACTS AS 1 PERM MAX. VAPOR BARRIER) I 1 0'7 3/4' M BTM OF L.V.L- I " " o FUTURE 2'-s• 4 3/e in BEAMS 1-1/2 x 24 x 2,0 E CONT. LAMINATH� 4 _ _ _ _ " 8-� AFF VENEER LUMBER MR 126 OR ICBO 3575) iii Q `n co � I� R� �i k OVERHANG 12" Ln °0 DAsr® WALL' II �` 103 T ' �� DRAFTSTOP ABOVE INST&L AT ',' II; SEE DETAIL ROOF PITCH: 2 1/32 IN 12 o FtlTURE DATE ' II 1 ``ri�� "�r 11 RIDGE VENT I �/ ' Lr' ,1/; I WA 01411E q, r�--'-i '- -�.- I 30x14 � l STUD BAY 3 ,T - Ty-r I I1/80 8 COL. F ILLER a, <� L 11 FURN. `-� 0 I •� - -' . I I I 1 •Z R-11 INSt�ATION , I ill �,IFUTUREi I, FOR SOUND 3 a Ill ,/ D I `� 8'-10" I - - -- - - _I_ ; L42 2x4 POCKET ,� G Z5 � °° I ` 104 - Q 1OOR C.O. I 3'-2" I In r �j I 6'-8 3/4" I; 1 4 - y I2x4 DOOR SCHEDULE � -- SIZE ITE FRAME f-IDV1/R FIRE �' 4 I /� " —� --� �' [WIDTH HEIGHT THICK. HAND CORE FACE FINISH SIZE TYPE MATL FINISH OAT GROUP RATING HEADER REMARKS '^ 7'-4 7/8" .4 6'-1 V8' I 0 3 V4 DBL KING STUDS uj 1� B� AND SILLS TYP. � '� 1 3'-0" 6'-8' 1-3/4" LHR INS MTL PF 1/2 - WD PT/CO 4 3/4' 1 _ - 4 x 4 OF S&B "' I ALL EXT. OPENINGS N 2 3'-0' 6'-8" 1-3/4" RHR INS MTL PF 1/2 - WD PT/CO 4 3/4" _ 1 - 4 x 4 OF S&B 4 Q Q ! I OVER -AV" IN WIDTH \ I 3 3'-0" 6'-8" 1-3/4' RH SC WD CO wD CO 4 3/4" 2 2x4 I ® 4 3'-C° 6'-8" 1-3/4" LH SIC WD CO WD CO 4 3/4" 2 2x4 `-' `� I FILLED R.O. FOR 6040 _ n�n 5 3'-0" 6'-8" 1-3/4' LH Sc WD CO WD CO 4 3/4" 2 2x4 '' 1 W/ 2040 INSTALLED Q u } 6'-8" 1-3l4" LH SC WD CO wD CO 4 3/4" 3 2x4 I FILLED R,O. FOR 6040 W/ 2040 I B A INSTALLED 2 4 NOTES: 1) CAULK AND SEAL ALL EXTERIOR DOORS. 3) ALL DOOR LEADS 4-1/2" U.N.O. 6 7/16" 0-% SHEATHING 2) ALL EXIT DOORS SHALL BE OPENA'BI-E FROM THE 4) ALL DOORS TO HAVE A OPENING FORCE NOT TO Q ( I W/ 15 GA. x 2" STAPLES X I I NS I D1;: W I THIOUT THE USE OF A KEY OR SPECIAL. EXCEED 8.5 POUFS. I AT 6 AND 12 .�. KN)\V'LEDGE OR EFFORT (U.N.O.) I C L. A 9'-9' a Q l 4x4 OF S&B (V 4 I NO BRO. PL. I c BTM OF L.V.L.- W-110" .V.L- HARDWARE Sc,�l�-°�EDULE 1 e-10" AFF 4 3 CLASSRO M "A" GROUP #1 GROUP "2 GROUP "3 GROUP "4 GROUP 115 GROUP #6 GROUP 07 GROUP #8 t-1/2 PAIR D,UTTS 1-V2 PAIR BUTTS 1-1/2 PAIR BUTTS 00 DATE. �Q}•�- D-BEST CORE4;2HG i AL 40S AL 105 4 � � • ( i , FILLED R.O. FOR 6(140 7 - ..._. ,_ • x OSEt� I LEVER PRIVACY) a�vER �AssACE) Q1 `-'* W/ 2040 INSTALLED ' WEATHERSTRIP I CONCAVE WALL STOP CONCAVE WAIS. STOP 5 1 DRAWN BY E,�'rN '-i I [XXJk 30TT0 : OG�IJPIED IDICATOR 1 DESIGN APPRIIVAI � a\no Z I , J `- - _ 0 SALES APPROVAL ABBREVoA- ONS t _ - _co m REVISIONS: 4L. ALUMINUM CS CAULK & SLA1. INS INSULATED NRW NARROW (LITE) Sc SOLID CORE TTP TAPE. TEXT, PT I ` ' — 200 AMP. 1 PHA 10-28-97, ECH I METER ANIO MAST 6 FL03R ASF ABOVE FIN. �l_R. FGL FIBERGLA'��ti KD KNOCK ()OWN PF PREFINISHED SF STOREFRONT VWS VINYL WPAP SURR. a ` BA BRONZE ANODIZEL HB HARDBOAR[.) LH LEFT HAND PT PAINT STN STAIN WD WOOD A � A 1� 5 I "OR CFDAF HC HOLLOW CORE LHR LEF r HAND REV. RH RIGHT HAtJf) TIM TIMELY FRAME WLD WELDED 3 F CG COLONY UAK IN HOLLOV. '4ETAL MTL METAL RHR RIGHT HAND REV. TMP TEMPERED STN STAIN 5 ROOF MARKS MN00W SCHEDULE FLOOR PLAN S f ZE -- --- WINDOW TRIM _--- - �-- f OTY WIDTH 1HEIGH-T TYPE TFRAME_ GLASS Sc MAX. U MIN. _-_INTERIOR EXTrRIOR _HEADER_ REMARKS o SCALE: 1/4° 1' O" �E 6'-0" 4'-0' XG EIA DUAL, LOW 'E' 51 51� VWS 1 x 2 CED 4x6 DF "2 FLAT LATCH AT NIAX. 54" A.F.F. I E+ 3 2'-0" 4'-0" XC, QA DUAL, LOW 'F .51 .5G VWS 1 x 2 CED 4x6 DF "2 FLAT ALL WINDOWS HAVE MINI-BLINDS 9000 '; 1' UIIRHAN1 I�rjTE: r AULK 4N-1 LAL ALL, EXTERIOR �ti INDOW-; �,�... _ TIGARD SC11001, DIST RIC"I' 19-28 PRODUCTIO i MARK-UPS �uNzoo.�-uo2r>,e ,. PROJECT NO.- .. o r.>ua.«,wen ,..esn,.++aa�.e.+,r.... ...+.n,"..+®..�•..a..�.......—s......�".r.. _.__ _ -___. �� '".ei° �.�++��e+°—tea. ,.. iYr irir��er " .: .. Eldle IFJ-LIf-�J/ yy t' NOTICE' IF THE PRINT OR TYPE ON ANY III illll � llllllIlllllll IilIIIIIIIIIIIIIIIIIIII I IIIIIII IIIIIII IIIIIII IilIiIIIIII III IIIIIII IIIIIII III I I IIIIIII IIIIIIIIIIIIiiI VIIIj�IIIIIIiII I�IIIII IIIIIII Iilllllll � IIIII VIIIA -- IMAGE IS NOT AS CLEAR AS THIS NOTICE, I -I IL ---1 L ---- -I_ ?1 1' -- -- I 4L.... II-- L- --5J ----L-- -- ---I- - �- I _gl_ IT IS DUE TO THE QUALITY OF THE "°�' ORIGINAL DOCUMENT �U e1z t�Z LZ 9(Z s1Z 4biZ tillil- Z�Z ilOZ 8�tf3L9t 19t i�lt EI Zt 111111141 t 0t 111111111 8 8 [. ( ZIIiIII iIIIIIIIIIIIIIIILII �IiIIIIIIIIIIII,IIIIIIII �Iililli I►IiIIIiI IIIIIIiIi IIIIII�i�III���I►Iiilllli1IIIiIIII1iIIIi�IlJill Ill�I II�� ��III��� I��I � �i�1Lu� �u�lll ull�lul �; �� �I��li���► I�II r■ r�r rte■ _ _ -men 71. ''F .431 C B A q` �3� C � r �? BARCE -- TYP. INSIGNIA LOCATION T N� 12 h A. R P� ' 2 1/32 F-- �.�► EXPIRES: c2r)V98 t� p. Req AM MOD BATT W/ (2) ROWS OF 6d AT 6" O.C. Nd i EXPIRES+ 7;�= - CARPER BATT REUSE OF DOCIKNTS - THIS OOCUP-ENT Aho THE ICEAS i I AND DESIGNS INCORPORATED HMiN IS THE PROP-7TY OF MODERN BUILDING SYSTEMS, INC. AND IS NOT TO BE JSED, IN 'M-CLE OR IN PART. FOR ANY OTHER USE OR PRB,EiCT WITH OUT WRITTEN AUTI-IRIZATION. END SIDE 'C" 6. 1 3cp FASCIA AIj I I I FFOORR6604OX0 W Li WINDOW I I -TYP. (3) PLACES i I I I I METAL 0. -- CORNER HARD BOARD 16" x 24" AIR INTAKE GRILLE SIDING 6'-0" SCREENED WARM t h DARK COLOR AIR INTAKE SIDE "D" METAL SIDING _ ca C1C �- Z �- 3 2 1 Q z CN o L I I I � I •\ CJ Li I I I I i ' I I I I E -i- - - - - - - - - - I - L - - DATE: b-W-17 ILL L_ DRAWN BY:• t'I DESIGN APPROVAL: 2 x 8 IF 02 x 7'-0' CENTERED SALES APF'RUVAL SIDE "B" UNDER DOORS IN LIEU OF SKIRT RIM REVISIONS: As awn EXTERIOR ELEVATIONSSHEEI r�r rrr■rirrr�. � i - - SCALE 1/4" 1'--O" ()000 Sw DukNAN1 JrI(;ARD SC11001, DIS•URIC•r 20-28 OF 7 Bl I I'2004-00266 PRO.iFCT N0.• 1767Jim" t ■ I ! I I I_ l _ I I I I+I I I 1III II--I -I=I-I I I-II I I g _I_I_I_ I_I_I I V_I1II IIINOTICE: IF THE PRINT OR TYPE ON ANY 6MAGE IS NOT AS CLEAR AS THIS NOTICE,I IT IS DUE TO THE QUALITY OF THE No 35 ORIGINAL DOCUMENT _ -T--- 6 18Z SZ GZ 9Z Z iE Z EZ Z T OZ 8T 8i GT 9ji Qt 6i f' t ZT T�T i 8 8 L 9 Si ib £ Z Ta1.i,e II1I1 IIII 11II II1�IIIII11IIilllll lllllllll lllllllil 111llllii 1f11 llll 111111u1 lllllllll llllllll11ll111111 ........1.111111lll llllllllllllll illl�llil liil�llll llllilllllllll I11ILI1J Jill IIIIII� I�1 IIIIIII�III11�� --1-9 � uu�il�lllli � RAFTER 2 x 2 FILLER x 9" L. AT RIDGE VENT 13.431 24" O.C. W/ 12d EACH END - - - - (2) 1-v2° DIA. VENT HOLD PLYWOOD & ROOFING 7/8" ASPHALT COMP. SHINGLES /� BACK EACH SIDE OF RIDGE w��'� �'�� ��'- - V���,--Y�-- .•��-• --,�--��, -�-.i-- 1 fF � 3A HOLES. SCREENED / _- `� PER RAFTER BAYA1 RAFTERS CONT. BUTYL STRIP CEILING 1 H . R PS SIMP CS18 W/ (4) LAG DUCT EXPIRES, 12r3V% 12dE^. END AT Ln O.C. SIMPSON CS18 W/ (4) Nil's EA. 4'-0" , O.C. END - L.V.L. TO END RkFTER (3) 12d SCREWSHANK IN ATION - R-3U TYP. AND ___ ___ _. 12 NOTCH SIDING & RIM •12 WIRE 1 ,�� WRA COMP. SHINGLES EACH SIDE of h� 2'-0' OF R-19U AT ,.OW END _ -"— 2 ROOF SHEATHING (2) -AT OUTLOOKERS -TYP. PSE ROOF SHEATHING---� LAYERS AT EXPOSED INSIH-anON BLOCK - - - - - - -- - - - - - - - - - �'-" (31 12d SCJ�E'':SHANK r - - - - 12" /-� CUTLOOKER TO RAFTER r--� COMP. SHINGLES _ 1" MIN. SHEET METAL DUCT HANGER STRAP AS 2 x 4 RIMS W/ 4 x 4 - - —r - REOL BY DUCT MANUFACT fav Lr ' OUTLOOKERS AT 4'-0' W/ E--- l3) 12d DUCT SUPPORT (4) 12d SCREWSHANKS ENE ` _ _. i EXPIRES) 7r2Ip0 NAIL EACH END 12d SCREW SHANK _ I , INSULATION W/ FS-25 - < THIS DOC OF DNEI THE TS AT 8" O.C. ` (8) �/8' DIA. ALL-THREAO W/ BARGE - �----RAFTERS Hls Docu�rT AAL7 THE �CEAS FASCIA - --� 1dCT1'S AND WASHERS 1'-0' IN 2x 4 DF LEDGEATED R W/ (2) ) AND IN IS 5 �NPROP RTY FROM END & E0. SPACE ROWS OF 12d AT 6" O.C. HI:REEIN IS THE KATY OF 2 x 4 OF SUB--BARGE- MooE�l NO TO o BEYUSED. IN TRIM - t �' - WHOLE' 0R IN PART. FOR ANY 2 x 8 RIM W/ (3) �---BEVEL p OCK ( CIDr�, 2 x 6 °2 OUTLOOKER OTHER USF OR PR(JECT WITH 12d END NAIL TO - � _ _ _ -._��- - L.V.L. BEAM FLAT AT 48" O.C. INSULATION W/ FS-25 •/- 3/8" OUT WRITTEN AUTHORIZATION. EACH JOIST - 12d AT 24' O.C. WIRE VAPOR BARRIER AAT EACH TEE 4 1/"+) r� FIELD INSTALL ACOUSTIC CEILING 1/2" OUTLOOKER TRIM STUDS W/ INSULATION - METAL & BLOCKING � � THIS RAW ONLY 1 & � • 12d AT 8" O.C. FS-25 a R AT SIDING JOINTS•AT - -� FS-25 ABOVE CEILING ' i WHERE OCCURS 4'-0' MIN. PLATEACOUSTICAL- ACOUSTICAL SPLICE (28) _ © h — TYP. cEIL�NG TIIF: GABLE E ND DETAIL STUDS W/ INSULATION _ �_ SIDING -- INTERIOR FINISH I m d - VARIES 5 n SCALE 1-1;2* 1'-0°' ACOUSTIC TILE W CROSS TEE S TYP. SIDEWALL SAVE DETAIL 2 ROOF MARRIAGE DETAIL TET -- ILL 5 SCALE: 1-1/2' SCALE: 1-1/2" 1'-0' LAST RAFTER 1'-0" 7/8" x 7/8" x 0.02 -TYP. ANGLE WALL TRIM - CS18 W/ l N EA. UZ CEILING GRID AT SIDE WAL 5 SCALE: 3• • o' 5/8" DIA. ALL-THREAD W/ �Ij7S a _ AND WASI-ERS AT 8'-0" J.C. & © •• STUDS WITH INSULATION 3'-4" FROM END (ADJl;ST I I "12 • "WIRE AT INSULATION SPACING AS REO' TO AVOID JOISTS) SUBFI- 4-0 O.C. 8 MAX. (> x SIDING SUBFL00R •/- 3/8' 6d BOX NAILS- L.V.L. BEAMS 6d (0.092 x 2-1/4") AT 4' O.C. AT EACH TEE 90 . 10 PLAN VIEW AT CORD TI E 4 I I co i~ ISCALE: Z METAL �t 5 d - M 2x4 SKIRT RIM W/ .� STUDS WITH f p 12d AT 8' O.C. / INSULATION SKIRT — FS-25 BOTTOM CLOSURE INSULATION ACOUSTIC TILE - SIMPSON LUP26 FLOOR JOIST — SIDING - RIM JOIST SUBFLOOR MAIN TEE BLOCKING AT_! EACH POST RIM JOIST INSULATION SIMPSON LUP26 6d BOX NAILS � RIVET ONE END AT 4' O.C. Iw ROM FL,OAT END) z f r LOOK MARRIAGE DETAIL `� i'' 7/e' x 7/a" x 0.02 s._ I 4 TYP . SIDEWALL FLOOR DETAIL 5 ANGLE WALL TRIM Z METAL ca ( 5 SCALE 1-1/?" � 1'-0" 5 SCALE 1-1/2" 1'-0" _ SKIRT RIM-- r13 CEILING GRID Al END WALL I B 3ICIRT--- -� ALE: 3' 0" V DBLd Z . END JOIST _ '��-�1 � �.� RAFTER W/ (4) - BLOCKING AT- � Q RAFTER - 12d E.N. TO L.V.L. ,4) 12d EACH POST hiAN3ERS TO 6E 'Q GA. GALV.. SOFT-AN�ALED. MILD STEEL. WIRE AT 4'-0' O.C. AND MAX. S' FROM END WALLS - ATTACrfD W/ MIN. (3) TRANS TO LEDGER PA ram-5i ME1�'RS AND TO N4 x 3 LAG t TYP. ENDWALL FLOOR DETAIL �15T. WIC WIRESL.V.L. BEAM - ATTACH L.Vl. EiEAM - ATTACH 6TO COL. W/ (4) 12d _ . TO COL. W/ (4) 12d THAN '11 IN 6 OUT Q�' PLIC. PROVIDE C011h11'ER SLOPING WIRES. Cf SCALE: 1-1/2" • T-0' `0 Lu CS250 W/ (6) _ __ _ _ j 5T2215 WI (12) 2 x 4 x 30" BRACE nd TO RAFTER x 412 GA. $pLAY-WIRE BRACING IN PLANE OF N10's EACH EIS~ - N10's EACH END '--- AT FIRST RAFTER EA. SIDE OF COLIJNA) © < \ I ALL IFIES . ACII- ID ANGLE 45 �G. .- l '3' 12d — -----<� — � 1" x 'h1/2" x 12".�// � ALL WIRES AITACFED TO MAIN RUNNER N ' BEARING PLATE SIMPSON C518 W/ SPACE MAX. 2' AG T INTERSECTION - TYP. � U4' DIA. x 3" LAG TO � MISERTED PARALLEL (4) N10's EA. END To DIRECTION of WIRE SIMPSON A34 JN/ (3) N10's EACH LEG LLI u., U9 LL. l ' AT 6" O.C. �'j a 1/2" DIA. M.B. a <, `- ~• "~� ` ;' TYP. - RAFTER ,f�A.GGERED rn l W/ WASHERS ` , g -m i DATE: !� 10����'17 �' - - - --- DRAWN BY, EGh + PONY < � C-- -J 7/8' x 7/8' x 0.02 DESIGN APPROVAL: � � I WALL �.. 3 WALL Arm FOR VERT, STRUT AT -. SPLAY LOCATIONS %FMTYP. SALES APPROVAL* ` 4 OF S&B 4 8 DF "2 - $ COLUMN _ '8 STSM SCREW---�""" -, •REV I S I ONS= I -C� o COLUMN 1 'K1*28•-97, ECW , --� MAIN TEE �. 44 rat�t 12-04-97. ECH 1 TP37 / 2oRAu. 9RAPCE 12-18-97. ECH I �- -,, ST22'5 W/ (12) -'' �1� V JEW --_ 1 a� rent __ � WIRES :S`18 Wi (6) - . !d'10's EACH END j _--_ NIUS EACH END - ---- - --- 6 -_... - _ . . - -� CROSS TEE /� FULL BEARING (RIM------ - FU BLOCKS)L BEARING (RIM ----- FIELD INSTALL FINISH SHEET OP BLOCKS) OR AS REQUIRED - - DRAFTSTOP DETAILruCEILING BRACING DETA�� ND WALL (.ULUMN DETAILCLNTER COLUMN DETAIL 9 - - _ SCALE: 1-1/2' - T-0' 5J NO SCALE OF 7 a SCALE. 1/2' 1'-0' 9000 SW DURHAMt ... !..� .f PROJEt:T N0.' R•i�7 r ✓._�-�_ •I'IG��4r.D SCHOOL DlS'I'ItIC"I' I-2K • - [3l t 2001 (10266 ry =1 JIM { NOTICE: IF THE PRINT OR TYPE ON ANY f I I III I I i III III 1 1 III 1IIIIIIE11111 III1 1111(I III III III III III III III Iir II III III III III 11 ! I I 111 I I ' 111 1 1 11I I 111 1111111 IIIIII I IIIIII 11 ll 4I � � � � 10� I 1121IMAGE IS NOT AS CLEAR AS PHIS NOTICE, l - .�. � - ----- 1` ��_L------ -- ----- -------- L - ---- - ---L 1 -- ---� _---- .J IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL. DOCUMENT E 61Z 8Z L3-917,- 711111, 9Z Z i� L 8l[ 8T Lli 9T >Tt ibt ST Zt it I T 8 8 I L 9 I 9 £ �I � �I l l T;T- l 1 °l l 1 1 it ll Illullllll�llli IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIII 1111 IIII11111111� IIIIIIIII 111111111 IIIIII111 lllllllll 11f111111111111I1 Iillluu 111111 llllllll Illlllll 11111111 ��I III 111111 IIIIIIIIIIIIIIILIIIIIII I�I1111 Nil I u �� IIIII�IIIIIIII iIIIIiIIII A COMP. SNItiC:.ES — INSULATION - R-30 TYP. AND 4iA31 2'-0' OF R-19U AT LOW END ROOF SHEATHING (2) 1-1/2" DIA. VENT INSUL AT ION BLOCK aurmo HOLES. SCrREENED, -- — PER RAFTER BAY Th A. RAS'�J� 2 x 4 RIMS W/ 4 x 4 EXPI Sj OUT LOOKERS AT 4'-0' (4) 12d SCREWSHAWS END ----� I NAIL EACH END ----''" _---� 'o,Akr 12d SCREW SHANK AT 8' Q.C. FASCIA -��/ �` 1 21543 TRIM ----- / 2 x 8 RIM W/ (3) BEVEL BLOCK d END NAIL TO EACH JOIST r`_ E I< 7/m 12d AT 24" Q.C. /W IRE. �--w REUSE OF DOCLKNTS Z METAL BLOCKING 12' 12d AT 8' O.C. FS--25 THIS pOCtJNENr ahp THE I(�AS AT SIDING JOINTS ----� WHERE OCCURS AND CESIGNS INCORPORATED 4'-0' MIN. PLATT I ACOUSTICAL °° — HEREIN IS THE PRQQWrY OF SPI. ICI= W/ (2a) 12d MOCE_RN BUILOING SY;TEMS, INC. -- _ STUDS W/ INSULATION — TYP. CEILING TILE ANO IS NOT TO EIE USED. IN 12' x 20" wHOIE CR IN PART. FOR MY U T AIRPTC.N AUTHORIZATION. INTERIOR FINISH FIBERDUCT F;EF USE OR PROJECT WITH SIDING OVER SHEATHING -- WARM OUTSIDE . , , AIR INTAKE TYR SIDEWALL SAVE DETAIL 24 GA. 6 SCALE: 1-1/2' - 1'•-0' START COLLAR c� SOLAR WALL STUDS WITH } INSUI.AT ION 4p .. IN5ULAT ION �• SIDING OVER SHEATHING LSUBFLOOR 6d x 2-1/4" BOX NAILS AT 4" O.C. rh Z METAL ' 2x4 SKIRT RIM W/ •• 12d AT R" O.C. SKIRT ECONOMISER — BLOCKING AT SIMPSON LUP26 DAMP EACH POST �--- RIM JOIST OUfS12DExAIR �� QQx m INTAKE GRILLE 1 �'� g 2 TYP. SIDEWAL'L FLOOR DETAIL � 12" x 2 � 6 SCALE 1-1/2' a 1'-0" FIBE T COOL OUT IDE HIR INT E HARDBO LARDSKca x ? 5,8' SCREW BUILDING SECTION �-- AT 2.' 0/C INTO S i UD a 1^ �[ K r. "12 x 3/4" HE:-HEAD � SCALE 1"�1'-Q' SCREW AT 12.' O/C pf _jL 25 GA. 'Z" FURRING (1) "12 x 3/4' STITCHV�RTICAL AT Q SCREW AT 12" O.C. i 2 C. rr 3 uL x `r. 5/8' GYP. SHEATHING i r- J 3 ,I 1 v2" 4 3/8' 25 GA. "Z" FURRING DRAWN BY: 1 � CHANNEL HORZ. AT TOP 112" -� 6ND BOTTOM AND HBM DESIGN APPROVAL.: MID-SPAN B M FLASH SALES APPROVAL, , T SCALE, 3%V1 V I REVISIONS: METAL SIDING •I I 2E GA. HI-RIB II n ?'2' x 3' STEEL ►ase 12-4-97 ECH } STI,G xt! 12118/97, ECH °A 3 OUTSIDE AIR I N -AKE _._ SEEN SOLAR WALL SEC i ION _----�- __ 6 SCALE, 1 •1t! ►�1'-©' SCALE: 1-112" - T-0' 9000 SW I)(1RHANI OF 'FIGARI) ��('HCO1. DIS'1-Rfur 22-28 BUI120114 (1112( >'6 .. ,.., �.�-�..�.�.._. E'ftOJECT NO, 170 ,. - .r.• _,...r.o.. .. ;� - 1.�.�...+�..,".,�...._......� �-_--z-_-- s---=a-�-,�— *--_. 4. NOTICE- IF THE PRINT OR TYPE ON ANY 1 1 ! ! I I III III III III VIII I III III III I I III III 111 I { III III III 1111 1 111 I1 1 11I 11 II ! 11I 11 11111 III I I I' I I I III III 111111 1 I I f 11 III 11111 1 1 III III 11111 1 ! III III VIII I -^ � I I1 � 1a � �1 IM;"GE IS NOT AS CLEAR AS THIS NOTICE, ----� ,�� _.,� ___ _ --- IT IS DUE TO THE QUALITY OF THE No 36 g�,w•wr ORIGINAL_ DOCUMENT £ 8��7, 8((�► L7, 9Z _ ..'7 + b7, + E? �Z 1iZ O12. 6�I BSI G�T t 9�1 -6I - ell ---7,1-- I T Y 6 to _ L�A 9— 4 — i<' �11�Illlfllillllll�lll111111�1111 III I I I I I I I ! I� III�IIII�IIIIIIIIIIIIII�Ullfllll�IIII�IIIIIIII<<IIIIIIIIIIIIIIIIIIi III III I I I I� i I Ilflll► I I�IiI II►1111111111111111.11111111 VIII I I ; I L I I I I I l I I L I I l l�ll�lll�u I I,I I I I I i I I I (( . III �I I IIIIIUI��II fill Ill .Illllllll�lllll�IIIII�►hllll w N ' 13.431 4 ,a UCON SYMBOL LEGEND R* l 2' x 4' FLUORESCENT LAY—IN FIXTURE EXFIAESf 4/3V'9B a 3 TUBE F32-T8 ---0 4' FLUORESCENT WALL MOUNTED FIXTURE � o 2' x 2' LAY-IN SUPPI Y DIFFUSER LN 2 •x 2' LAY IN RETURN GRILL r— EXIT BOX ONLY �= �1 ® CEILING MOUNTED EXHAUST FAN FLUSH MOUNTED ELECTRICAL PANEL it WALL MOUNTED LIGHT FIXTURE - I _-- X I , 711I/gQ PC - PHOTOCELL - - - - WP WEATHERPPOOF - - REUSE OF DOCLfENTS t VD 300 THIS DOLUW,47 AND THE iCEAS r( EXIT LIGHT W/ BATTERY BACK-UP & W/ I r� FM �1N IS HE PROPERTY OF INTERNATIONAL SYMBOL OF ACCESSIBILITY —� � MCT7FRN BUILDING SYSTEMS. INC. DUPLEX RECEPTACLE AT Tl' A.F.F. (U.N.O.) 8 DIA. TYP. �.\ AND Is NOT To RT uOR IN �,J, i WHOLE �t IN PART, FOR ANY GFI - GROUND FAULT INTERRUPTER ' ._ OUT V ITT PTHM4T WITH I � I (xJT WRITTEN AL1T►�i�ZAT10N. WP • WEATHER PROOF ! 1 SINGLE POLE SWITCH DL n DAYLIGHT ZONE ��\ VD M OCC • OCCUPANCY SENSOR _ $3 THREE-WAY SWITCHX u- Q JUNCTION BOX n .-BOX W/ COND. UP (RACEWAY ONLY) ---�--- — ---; $ > F� FIRE ALARM (RACEWAY ONLY) ' lz:7 77 VISUAL ALARM ALARM (RACEWAY ONLY) l VD . LL ' •82" TO CENTERLINE EFM A/V • AUDIOVISUAL ALARM T THERMOSTAT AT 52" A.F.F. TO CENTERLINEI IL I O 10D0 M A CLOCK RECEPTACLE (11OV) •80" 0 GRIL 14 W L ' '-Q DISCONNECT N>t ' CFM .. EMERGENCY LIGHT W/ BATTERY BACK-UP VD ELECTRICAL NOTES GFIC ' _ T ZIaTD ' UNIT �.�►;1A. o CONDUIT: I Q ❑ METALLIC AND M."'. CARE 0 NON-METALLIC SFEATHED CABLE � MAIN DISTRIBUTION I � y I qp PANEL A ❑ SUB-PANEL ' -,---d�+ECH. , AMP P CIR�TTS CIR WATTS UNIT � NO A B AMP P NO A B � T LIGHT -- 20 1 2 soy MECHANICAL _NOTES ( ', rli1�U MECH, UNI 60 2 1 6600 V 3 6600 LIGHT 20 1 r 4 805 MECH. UNIT 60 2 5 6600 LIGHT 20 6 192 o MECHANICAL UNITS) 30 FM R L Z 30 x WILL � � 7 6600 OUTLET 20 1 8 900 HVAC UNIT: LENNOX BLOWER COIL GPILLE CFT1 ' Z 9 _ OUTLET 20 1 10 900 UNIT (CB29M-41) W/ 10 KW 11 OUTLET 20 1 12 540 ELECTRIC HEAT. I � 13 14 L (:v) - I _ 15 16 o r'HERMOSTAT(S): WR IF-91, Q cc 17 1 18c 19 1 20 o DUCT MATERIAL: I 1" FIBERGLASS W/ 26 GA. SHEET 300 01 z TOTAL PHASE A - '5097 WATTS TOTAL PHASE d • 15445 WATTS ' La -- — METAL R011CS VD CFM PANEL TOTAL WATTS - 30542 TOTAL AMPS • 127.26 -- — o ECONOMISER(S): I �� BUSS SIZE - 200 AMPS MAIN BREAKER _ 200 AMPS 1 ❑ ECONOMISER(S) f93 CONTROLS ' VOLTAGE - 120/240 1 m P FLUSH ❑SURFACE MOUNTED ❑ NO ECONDMISEP;S) -J O 0 . v - v La ow - o x i VD VIOM 1 � I 1 I � � I I � � �-•--8 DIA. - 1�YP. ' 1 200A 10 - 3W V M F V D PANEL A OPTIONAL METER SOCKET 120/240V OR BY OTHER. - - X DRAWN BY: ®GPI DESIGN APPROVAL: - - r L _ 24 BARE CU TO I R. By 01HERS: SALES APPROVAL WATER PIPE IF----*� i ``' 2' CONDIJII W/ REQUIRED � � _ _._ (2) 30 rTHHNI-CU 200 AMP, 1 FNASE REVISIONS: (1) 10 HHN-CU W/ METER BASE AND MAST : N BARE Cu TO---- ELECT. PANEL. GROUND ROD Q vp cern 12-4-97. ECH 'ALFRED LOCATION HVA�. I.AND IC PLAN SCALE 1/4" V-Ort SHEET -- �� ONE-LINE DIAGRAM '7. - .!r SCALE 9001) SNN' DLRHANl OF 1 TIGARD SCHOOL IMSTRI(A' 23-28 BI1I12004-00266 PROJECT NO.- 'I NOTICE-. L, � IF THE PRINT OR TYPE ON ANY Ir�rlli �Illlllll IIIIIIIIIIIII I ; ! VIII III I IIIIIIIII' II"rIT 111IIIII111II IIIIiIllllll !Illil III 111'111 I t IIIIIIIIIIIIIII 111111illllli tIIIIIIIII111ll11 Illllillt !IIII11IIIIIIIIj ' IIl� IMAGE Imo, NOTACLEAR AS THIS NOTICE, l 1-1 IS DUE TO THE QUALITY OF THE "°.38 ��II rI EI I I I I I I 8I I�Z I I L I I 8II�Z II I II'IGI�► Z1111�Il8lll Z!!II II6 Z ! i � BTTii IG T I4I lT!Illlllil�T1liTll!!III6IIf(!iIIII IIEII 1TIIIIIIIIZI�II TIIIllllli'ITllilIlll(lllillllllll�l_I8lllllllll�fl1lllIlllll G llll 9llll�l 4 !l 1ll>`lllI ll E llI Z L t111:r1ia1i�1wIZ8ORIGINAL DOCUMENT th l� I1IiZI111,111 11,1111 11111I 1I —'-r■rrr� r � __- - �rrr � rr�� ' � N Eooq'lr`�N r%r=`,.��F`RVTERIA CONSTRUCTION T`iPE 5-N (NON-SPRINICLERED) Lu �� �? OCCUPANCY GROUP EI' Q �, r�-' A RPSM`'�y 4 OCCUPANCY LOAD (T IOA) 8`� EXPIWSI luml% o VWi'L. -TION OCCUPANCY LOAD 45 - - p• �►q PWM31NC7OCCUPANCY LOAD (T 29A) 35V, w ��°' w" P � / L °, > ROOF U1 E LOAD 26 PSF Q r p000 FLOOR UVE LOAD 100 PSF 3 '� WIND LOAD 90 MPH — EXP. B "S" '5 5E15MIC ZON5 ZONE 3 � +►�. ' C UMATE ZONE ZONE 2. > ��s= 7/2A)D ELECTRIC LOAD 200 AMP I Ph, aQ� f IST 7831 � ,r�, ,�P �cV •p� OREGON APPROVAL STAMP A, OFoMr=� I; PLAN REVIEW WASHINGTON APPROVAL STAMP EXPIRES+ 7/3V98 • -V TELEPHONE 503 749 - 4949 FAX * (503 ) 749 - 4915-0 6 ROAD P . O . BOX 110 9493 P 9� CHECK OUT OUR W PAGE # www . mb sm odu [ar . com r DMP SERIES: SHEET �NOEX C KAI r_-a 2 8 6 4 NO. TITLE DMP MODELS: I FLOOR PLAN, PLAN NOTES, EXT. ELEV. 2 ELECTRIC PLAN, NOTES 3 MECh. PLAN, PLUMBING DIAGRAM BUILDING ENVELOPE NUMI ER OF S.F. PER WINDOW TOTAL GLAZING WINDOWS x AREA DMP MODEL: _ "P" 4 6� 77— �� FT OF DMP SIDE WALL AREA ENO WALL AREA TOTAL WALL -' 1• , r Ids•�� .•i'L'-• ,r '(HT. x WD,) x 2) (H' WD.) , 2)) (WO. x HT) AREA ANDh ((8'-0' x 64-01 x 2 A 0 281 x 2)1 (2P'-0' x T-0'1 r. • J APPROVED: 1024.00 u 53?'l(` .r $56.00 FT? EXPIRES "- ! •. — MAXIMUM ALLOWED PERCENTAGE & S.F. OF GLAZING PER LONG WALL MAX. ALLOWED AFTUAL PERCENT OF GLAZING 25,00 i 'A n i S.F. OF GLAZING i 352,00 FT ri4.00 FT A. FACTOR BASED QV OREriON La TA&F 13-G 'B. F!ASED CN STMOARD PLAN WITES. SIfXT CLASSROOM DESIGN OPTION SUMMAR ES: d NOTE: A N,AWE; BOX ( 0) INDICATES USE OF DESIGN OPTICN IN PARTIC-t AP. MODEL STRUCTURAL: DOORS WINDOWS: ❑ D.C. "6E CHANGE. ELECT. PANEL TO 400 AMP/3 PH, PANEL (120/208V) slolNcii � ❑ D.O. *IA CHANGE F'CJF LOAD TO 31 PSF ® D.C. "3A OMIT ANY INTERIOR DOOR IN ANY INTERIOR WALL ❑ D.O. "6F- CHANGE ELECT. PANEL. TO (1) 200 AMP/1 PH. PANEL AND SEE DMP SPECIFICATIONS ON SHEET ONE OF 7 FOR SPECIAL REGUIREMENTS. E] D.O. 1113 CHANGE ROOF LOAD TO 40 PSF ❑ D.O. «38 INSTALL ACCORDION WALL/DOOR (1) 100 AMP/1 PH, PANEL W/ 300 AMP/1 PH. SERVICE (12O/240V) ■ D.O. "9A CHANGE SIDING TO 1/2" HARO30ARD COTTAGE LAP ❑ D.O. "6G CHANGE ELECT. PANEL TO (1) 200 AMP/3 PH, PANEL AND MUST USE DESIGN OPT 9G, OR 9H ❑ D.O. "1C CHANGE ROOF LOAD TO 5� PSF ❑ E.O. "3C ADD OR LOCATE EXTERIOR DOORS PER NOTE (1) 100 AMP/3 PH. PANEL W// 300 AME 13 PH. SERVICE (120/208V) 0 D.O. 09B CHANGE SIDING TO 1/2' HARDBOARD LAP F C.J D.O. "1D CHANGE ROOF LOAD TO 75 PSF, MUST USE OPT. 1J & 11 IN SPECIFICATIONS SHEET 1 OF 7 ❑ D.O. "1E ADD OVERHANGS TO EXTERIOR OF BUILDING (6" TO 18"1 9 D.O. 3D LOCATE WINDOWS PER NOTE IN STANDARD SPECS., SHT 1 OF 7 El D.C. "6H CHANGE TO SURF=ACE MOUNTED PANEL MUST USE D.O. 9G, OR 9H ❑ D.O. "3E REPLACE BOTH INTERIOR RESTROOM DOORS WITH EXTERIOR ❑ D.O. 061 CHANGE TO RAIN TIC44T EXT. PANEL Al 0 D.C. 29C CHANGE SIDING TO .019 METAL SIDING ❑ D.O. "1F CHANGE COLUMN LAYOUT FROM ONE CENTER COLUMN TO TWO RESTROOM DOORS. ON EXTERIOR WALL MUST USE D.O. 9G. OR 9H COLUMNS AT APPROXIMATELY 1/3 POIN-IS. CREATING (3) APPROX.- EQUAL SPANS ON THE RIDGE BEAM, N D.D. "9D CHANGE SIDING TO 26 GA. METAL SIDING D.O. "16 CHANGE INTERIOR COLUMN TO STEEL ❑ D.O. 44A CHANGE FLOOR INSULATION TO R-111) MUST USE D. 9G. OR 9H 5- > ❑ D.O. "1H CHANGE EXTERIOR COLUMN TO STEFl « 0 D.O. "9E ACC "15 FELT -� ❑ D.O. 4B CHANGE ROOF INSULATION TO F-38 V/ R-19 m LOW EDGE: VENT AREA « ❑ U.G. "11 CHANGE ROOF FRAMING TO 16" G.C. ■ D.O. 9F ADD INFII. rRATION 81AFtF21EF K) ❑ D.O. "61- 'JMIT SIGN URCLIIT ❑ D.O. "1J CHANGE ROUE BEAMS TO G.L.B. D.O. 44C CHANGE ROOF INSULATION ENTIRELY TO R-21 D.O. "96 ADD 3/8' MIN. RATED SI-EATHING (APA) — x ROOMS A WALLS: ❑ D.�O.� y"4D CHANGE ROOF INSULATION ENTIRELY TO R-19 MECHA ICAI : ■ D.U. "9H ADD 5/8' GYP. EYTERI�3R SUB-SHEATHING 0 ❑ D.O. "2A ADD CONNECTING HALL IN FRONT OF RESTROOMS. P L7 D.O. 17A CHANGE WALL_ HUNG HVHP UNIT TO CLOSET MULhTED NLEA RECD J MUST USE D.O. BE OR 8F a ❑ D.O. "213 ADO RECESSED ENTRY ❑ D.O. "5A ADD SINK & CABINET TO EACH CLASSROOM SPLIT SYSTEM HEAT PUMP W/ 10 kW MEAT STRIPQ, ELOOR ANQ RQQF: ❑ D.O. -2C OMIT ANY OR ALL INTERIOR WALLS D.O. -5B OMIT (2) DRINKING FOUNTAINS IF NO OTHER ❑ D.O. "713 ( -IANGF 10 kw HEAT STRIP TO 15 kw FEAT STRIP NLEA REIafl ❑ D.O. 10A CHANGE ROOFING TO 30 GA. WTAL PLUMBING IS PRESENT, IF DRINKING AT WALL HUNG OR CLOSET MOUNTED UNITQ -7 4 D.O. "20 OMIT BOTH RESTROOMS NLEA REO'D FOUNTAINS ARE PROVIDED IN AN ADJACENTji D.O. "106 CHANGE ROOFING TO 26 ,;A. METAL (� BUILDING ON THE SAME PROPERTY WITHIN 200 FEET D.O..O. «7C ADD RETII AIR PLENUM TO STD STANDING SEAM (n ® D.Q. "70 ADD ECONOMISER AND CONTROLS C] D.O. "2F ADD INTERIOP CABINETRY D D.O. "10C MIN, 3/8" UNDERLAYMENT O [1 D.O. "26 OCCUPANT LOAD OVER 50 PERSONS. ANY ROOM, CHANGE WALL C�N�������� U D.O. "lW CHAW3E ROOF PITCH TO 2 1/242 O DOOR HARDWARE TO INCLUDE PANIC DEVICE, ADU EXIT ELECTRICAL ElD.O. "8A CHAiNGL EXTERIOR WALLS TO 2 x 6 ;IGNS AND EMERGENCY LITE. W/ R•-19 INSULATION ® D.O. "10E CHANGE ROOF PITCH TO 2,12 D.O. 6A CHANGE ELECT. PANEL TO (2) 200 AMP/1 PH. PANELS ❑ D.O. "2H DIVIDE BUILDING INTO 3 APPROXIMATIVELY EQUAL W/ 400 AMP/1 PH. SERVICE (120/24OV) ❑ 0•0• "8B CHANGE INTERIOR FINISH TO 5/8" GYP. BD. ROOMS. ❑ D.O. "68 CHANGE ELECT. PANEL TO 400 AMP/1 PH. PANEL (120/24OV) TAPE, TEXTURE AND PAINT El D.O. «6C CHANGE ELECT. PALL. TO 200 AMP/3 PH, PANEL (120/208V) ❑ D.U. "8C CHANGE IN7. FINISH TO 1/2" VINYL COVERED TACK BOARD ❑ D.O. "6D CHANGE. ELECT. PANEL TO (2) 200 AMP/3 PH. PANELS W/ 400 ANP/3 PH. SER'/ICE (120008V) [J D.C. «gD ( RANGE INT. FINISH TO 1/4 WOOD PANEL INCA -P [] D.E. "&E ADD 5/8" GYP. BOARD INTERIOR SUB-SF O 9000 SW DURHANI � C] D.U. 'flF 4DD 3/8" MIN. APA RATED SHT'r, TIGARD SC'H001, DlS7'121(' I 24.2N FOR INTERIOR SUB-SHEATHING BLIP2004-00206 , M -A7-0407D 17) 77 8-87-040 'WASH NCMULTI-STATE28' x 84' M CL SS G-4238 NOTICE: IF THE PRINT OR TYPE ON ANY I I 1 1 1 III I I III III III I I III I I ' III I I III III IIf I I f III III III I I III III III III III III III I I I I I ii I I I III III III III I I I J I I I I I ) I I 111 1111 I i l l 1 1 1 1 1 1 1 1 1 III III I III 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I I 4 I IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT o�� elZ E1 Z L1 Z giZ 9lZ 0 Z 6 T 8 T L t 9 z 9 1 6 i E L ZIi 9I I� II�II IIII II I I► IIIII I► II.IIi I I I►IllU� 1 r 1 � 11I�,I� l111.1�I,II11N111 GI FASTENING/SCkE(>l.}.E MINI" N IQER OF NAILS FOR WOOD MEMHERS ( EXCEPT AS NOTED 'IN DRAWINGS) - _- --- 27,_8. CONNECTION NO. / SPACING . ._— -.----- - – FLOOR GONSTRU[_:T ION "�"'' RIM JOIST TO FLOOR JOIST -1 PER JOTS' �ti.1 p �� (O JOIST TO JOIST 2 F40WS Al 12' O.L FINISH'. CARPET THRL)-LX J f _.._ _..._ __._ BLO(,xING 2 EACH EJ+C' r� A. RPS STUDS TO PLATES END Nail 2 EACH EPO Ar 2x4 BASE. 4" `VINYL. THRO OUI 8'-b 1/2' 2' 7" 2'-8 1/211 CW_2�_STG ExFIREs r1rJv9e O I4016 _.._---_ _. ___ . _ ___--. CN!_2864_STO -4 STxs TO PLATES - END NAIL I EACH EW AT 2x6 ` -- 10O 6 RAS C7 r R'l-r ,�I BLOCKING 1 EACH ENO Al FL-OOk �pF M1A3y,N"'7G tfm 1. /U'](�'LUOR: MIN. 5/8" ANA RATED r&U `HEA,rHINl;v—' _JAh� STILI TQ 4x FEA[�R MIN. a EACH EAC I�ECN(ACTS AS i PERM MAX. 'IAPUR E�ARRIER) 4 T T MIN. 2 EACH EW UNIT 1 JAW 5 UD 0 2x HEADER I I R ,� `�1 t " ,¢>f'�,,; STUD TO STIR (CRIPPLE. ETC.) 8' O.C. UNDERLA FN NONE R/A PLENUM ` r1 a lyr�y-a '� UPPER TOP FLATS TO LOWER 2 EACH SIDE. OF STUD t". TOP PLATE JOISTS: 2 x 8 HF &` BTR Nl 16" 01 R/A GRILLE _ �FR�O,sTeK�° BOTTOM PLATE TO FLOOR 2 EAG4 SIDE OF STUD—-- DBL- 2 x 8 AT NDS T NLE.A REO G W/ MIC SPAN SUPPOR C._ _ 14 x 36 I a 7C)NAL ' C �c.:�� r�;r, a Irk- i r wax.. • J kw ?t ` 1 ;1 RIM JOIST TO RAFTER 3 PER RAFTER 1200 l.Fh �\ Rr • F I I I . „ I JOIST 'r0 TRUSS _1' _ 4 •'��� � '', '`A `' 1 � ' ' R M q S MIN. 2 PER rRUss RIM JOISTS: 1-1/2" x '1-1/4 .;ON 1 IiV, LAMINA I•f•�: EXPIRES; 7/2100 ` IS AlVENE1r.R LUMBER (NER 12F OR ICBU 3575! 8' 3 6„ 2'- - A rn. ► ,., �` `! b , RAFTER TO RAFTER 2 ROWS 11 Q.( BLOCKING z EACH EN I OFFSET kIMS 2 " DMP HEADER C.O. SIUNAL �ti CD ✓ DF tl�' ' ' N 2 x 4 LEDGER 2 ROWS A 6' a.L I �G EA,c 'L�c ,, .8 h +.'a. rp , r'yrl. • +, , r , A4- r "1 d I_ 4x4 \ i bt* � 1 IST T 4 AT RAFTER � BRACE 10 RAF I T I - �\ � � J NS A ONS �t 1y y•!� x ` < , «• r :'' ji'ti1•,A rt'.'' c1" ��N? r `' •, � ! .y 4i'; NOTE; ALL FASTENERS ARE 4d 1.1311 BOTTOM Cl JSLJRE f �- 8 O O �t 7831 7 ,.r< STAf1Af BATHING FASTENING U�tQ, EXTERIOR WALL CONSTRUCTION WE, FROM NER-272 FEE. 1989 SIDING 1/2' T1-11 HARDBOARD AHA-808 Vvi y� TE O�� ti5P9C1d(i IYEE �1(N�1F�i]K8" VERTICAL GROOVES�' 1� ��. x � �. ''& I EX 7/31/98 x'.p^ { s "� , ,n' r"`,`'f ,• I ��` r;.; ;,, " � p7`- E100E BATHING nln��p) STUDS: 2 x 4 OF STUD GRADE Al 16' �,C. RES IL 5/8' C7]X OR O.S.B. OR 6' EDGE 6d (.099) 2114" ! INSULATION R-13 U STURDI LUCK T&G 10" FIELD SCREW SHANIK REUSE OF DOCUMENTS INTERIOR FINISH 5/8' VINYL COVERED GYP. 87. CLASSROOM tcb o THIS !,1�p�1 IA ;+5�`„F .`,.v ���� -'1 t k{ I' r Si''' .J-a '�T' f.( '?�-Sc• t,r l.rr'�• (�{Mlt- 7'(w�. t1 ,i' T 1 ANL+ DESI(AS NC R"rORAT W Z !4• cDx aR o.s�. aR 1/4" 1 PERM MA. VAPOR ARRIER DcJcur�tiT ANo THE IoEAs 3 6' EDGE 6d1 W91 2 (AC S AS X. B I I TSTIROI-FLOOR T&G 10" ELC 1'Z pq- D0: •ntt� '-,, ,ns�. 1 S':' r�y,�, ..k {1�..?.•r, _ ..y� ,I'Ri. ' ' `A'. y_�:'6;:'� , :w.,t.:.1...'"T' ,^�•' _ r•"'4R '!. " .4�.. ��Y, i• ,T!FS• , t S, 1..�.. L '(..rt.) Yee- .S. 1.. .� I�1 •. _ ... ._ HERE IN I NE PROPtRT Y OF '`� �`NK SKIRT: MA TCH SIDING O� MODERN t3uIL,�ING SYSTEMS. INC p G �� o M ANO 6 NOT 70 BE USED. IN a► 3/8' OR 112" UhOERI.AYMENT 4' GRID 16 GA. 1-1/2' INTERIOR WALL CONSTRUCTION PARTICI.E BO. OR PLYWOOD STAPLE N 1D 4 2a 5 ow OTHER DP Ir, PART. FOR ANY O (GLEE & STAGGER JOINTS) � I OTHER USE. UR PROJEC' rAIIT►-, � STUDS 2 x 4 HF STD & RTR AT 16" O.C. (U.N.O.) `� y CW r),;-r ,•/R17TEN A�-1THOPZ2 Toj, acrr� aTHINc nlrB(mcFr11 INTERIOR FINISH: 518" VINYL COVERED GYP. BD. ow 7/16" O.S.B. OR 6' EDGE h GA. 2' CW 2864_STD DMP LEDCER SUPPORT C.O. t 1/2' COX PLYWOOD 10' FIELD STAPLE ROOF CONSTRUCTION 2 x 4 DF LEDGER W/ 19r32• COX OR O.S.B. 6' EDGE 6d (0.99) 1-7/8' ROOFING: FIBERGLASS COMP. SHINGLES OVEP (2) ROWS OF 12d tT 6" O.C. -- 10" FIELD SHAW (2) LAYERS 1511 FELT (6) 5 i NPLE AND SCREHANDTAB I �) 12' COX OR O.S.B. 6' EDGE 5d (0.99) 1-7/8' o I CY 10" FIELD MOP IN 1st 2'-0" INSIDE WALL LINE AT EAvE n O SCREW m ROOF SHEATHING: 7/16" WAFERWELD 24/1E > 1— �oI a I EWES �>PPORT.ED FRAMING: 2 x 8 DF 01 & BTR. AT 24" O.0 DMP HEADER 4DF n2 1/2' TI-Ti HARE) BOARF' 4' EDGE 5d (.099) i-•3/4' �- 8• FIELL' GAL.VANIZEU INSULATION: R-21 I Wi FS 25 VAPOR BARRIER \� `� �' xx• _ OVER SU&SFEATHIM) ;/z' (ACTS A5 1 PERM MAX VAPOR BARRIER) �' - Q A DNP y - — r LL 6' EDGE 8d (099) ? 1/2' CW _2864_STD a 12' FIELC; GALVANIZED BEAMS 1-1/2" x 24' x 2.0 E_ CONI. L,AMINA I'F..D O N OVEd SU&SHEAIHINxi ---- 1/2._ I `�FNEER L.UM>BER (NEP 126 OR ICK, 357`0 -_•_.- I J I � > FXT>~Rlorl SA-�-aTHIr� --- � OVERRAN(; NONE � � / 318' D.5.& (MIN.) 6' EDGE b GA. 2' m ROOF PIT(,N 2 IN STAPLE 1r2PlYwoa: 6 EDc< n GA. 2' RIDGE VEND -;1 ._;�_ _—_ �� O STAPLE CEILING NOTES �RAFTSTOP $ i '7 / vc 7JC# Pxi .OGLER i i'l8' ABOVE ry 5 8' HFA"Hhh ELu E::: LING HEIGHT= 8'-0" LJ.N.O = 7 i SGSPENDE3 T-GRID W/ ACOUSTICAL TILE ow (REF. MFR'S INSTALLATION DA-TA CW_2864_STO J (UBC-STD 25-2) & (TALC'S IN LIEU OF ).212.5 � � w x STEEL. COLUMN, SEE N I ~ ATTACH LIGHT FIXTURES TO CEILING GRID '�Vl DETAIL 23 ON SHEET - i I L; o (4) SCREWS #6 x 1' SMS-! OF DMP SERIES CM 2864 i ' CL A-I TACH tiVAC DIFFUSERS `10 CEILING GRIL) W/ (4) SCREWS "6 x 1" SMST. � NOTE: DOUBLE KING �T.1GS LIGHT FIXTURES SHALL BE INDEPENDEN'r( '4)PPORTEJ & SILLS Al WINDOW BY 1� GA.. WIRE AT EACH (,,DRNER LOCATIONS AT 2 x 4 WALLS ONLY EXTERIOR NOTES � T;ORNER BATT: 1/2' x 3-1/2" HARD BOARD I OC I � MODULE BATF 1/2" x 5-1/2 HARD BOARE: CLASSROOM IBI ' FASCIA; 1/2" x 5-1/2" HARD BOARD ` r > ►. Lu ' BARGE: 1/2" x 5-1/2" HARD BOARD �-- Q , 31 GUTTERS BY OTHERS I < � J Lu r—MECH. UNI. i.)UWNSPOUTS: BY UTHER`r � p � r (Ej a INTERIOR NOTU B A I �j g CL !NSIGNIA LOCATION NONIF 12 MIN. 1 '� -�... _ I DMP CDI.a�M�l CALL-OUT ,p v 1i 11i Ii 17 i2) 4x4 JF' r'D. & BTR. MOD BATT W/ 12) ROWS (t OF 6d AT 6" U.C. I YP. BOTH END COLUMNS L I I I eAn� s. r CORNER BATT 200 AMP 120/240V f I I I ! I I I I I I SINGLE PHASE I' PL DATE: —^b•-30-99 Er 61 1 MECH. win —--- - DRAWN BY: � h — �''� T s �• - • - P rc _ __co LRVI l 10a DESIGN APPROVAL ' 1_i I 7 MECH. UNIT - TYP. a„f, 5 SALES APPROVAL Ti'} CW _2864_STD k�ow VISION� i i i j ( I CW._28fiI TQ I ... I- • II I' � i ! ! I I I 'i � i, I I li �, j I I�•, I i � �T�V I I I I ! I S I I I I ' I ^� - I BOR PLAN � _ ..>�.._... SCALE I. 0.. , 2 x 8 DF '�2 x 14'_0" C'r:NTERED STETdon - — --U14MR CORS IN LIEU OF SKIRT RIM �� t DATA L I;;>T� ��----J SO. FOOTAGE. EA. CLASSROOM 885 S.F. OF 4 TOTAL 1770 S.F. -- " 'y 14r N �t EXT WALT- L!N. FOUTAGE ATI 184 L.F. I"'• NO. ••P -- 9000 SW DURHAM ;NT. WALL LIN. FOOTAGE 28 L.F. DP'P SERIESi Cm—MA TIGARD SCHOOL DISTRICT 25-28 PRO,IEC ED ROOF AREA 1792 S.F. MBS) N0. , 11('112004-00266 r , 'P,f A,3H i'W, UBC-4238 - kA1 n 1..L'r A rr _>� AA r)KAP I A�SROOM RT A TF COP% MnDEL P M18-97 0407D MIS-97-0407D li m ^:^.rt+(I�MMM1A!!lM1MIr�p,RrEre,fuww..M"M.^'�n•+v,..n.a,.,....x...�vn,•y.owwr+.mm+rrovrv.N!a,wa. . . .. ?w. .. NOTICE: IF THE PRINT OR TYPE ,JN ANY 1 1 1 1 1 I III III III III III I I III III Ili III III I l l l l l l Ill III III III I I III III III III ill III lit I I III III III IIIIIII III III I I III III Illllil III 1111111 111 111 1 VIIII i IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 I � I 6 _ I � $ � � I lU I 11 12 IT IS DUE TO THE QUALITY OF THE Nr,3e ORIGINAL DOCUMENT til off z S z L11 z 9 z 9 Z tlz E z �z [ zo 8 T �Ill st L>< i t '< e B L 9III11111111I1'tlI IIIII11111III I I I I II11lil IIIIIII )III 1111 II .II III IIIIIIIIIIIII III I I II 111111 VIII IIII�III �II III 1 � III ILO IIIII I�I►I,�I II 11iIIliII�IlII�1111�11►II1►I �Il�llllll�lllllllll�l 11 1 lI u l � I r I ll . jll III Illllllll 11 111 11 ll�llll�111� d, SYMBOL L _bEN[_'I ELE TRiCI=' NOTE 2' x 4' FLUORESCENT LAY-IN FIXTURE o CONGUIT: (3) TUBE 32W EF T8 W/ ELECT. BALLASTtiF`\ U J v ■ METALI-I( AND M.C. CABLE N q Rp,S , — 4' FLUORESCENT WALL MOUNTED FIXTURE. 11NOWMETALLIC SHEATHED CABLE _XPIRES3 12131,1%H `-` (2) TUBE 32W EF T8 W/ ELECT, BALLAST O '�] v 2' x 2' LAY-IN SUPPLY DIFFUSER -- �'(w`E ,If WASH 4 MECH. UVF �' ,�P cep tS� 2' x 2' LAY-IN RETURN GRILLE .1 r ECI 43 U, �y r; z T� ­77— Y z ® CEILING MOUNTED EXHAUST I=AN (110 CFM) os CEILING MOUNTED OCCUPANCY SENSOR 19 F DIST CSG. CONAL ' CD CEILING MOUNTED EXIT IIGI-I! W/ BAT•IERY EXI'IREs 7i2/fA --, (1)BACK-UP AND INTERNATIONAL. SYMBOL OF / _ ACCESSIBILITY , NA- L Qo S\U E,y I 18 ST I,/ % � /C,E�E'\G� � } WALL. MOUNTED LIGHT FIXTURE CLC' '/ II a���� PC PHOTOCELL WP - WEATHERPROOF EMERGENCY LIGHT W/ BATTFRY BACK-IJP (OF 4�Wl DUPLEX RECEPTACLE: AT 1?' A,F.F. (U,N.O.) A T - E*IWS- 7r3v98 GFI GROUND FAUL. INTERRUPTER �// % WF = WEATHERPROOF �. � L � .., •_ � L .. -.. � .� ` '.1.. _' .l . '_ I _ � REUSE OF DOCUMENTS � 4-PLEX OUTLET �� THIS DOCUMENT AND THE ICEAS 1 AND DESIGNS INCORPORATED \\ HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, INC. n SINGLE POLE SWITCH DL DAYLIGHT ZONE II �CS ,` AND IS NOT TO BE USED. IN .a OCC OCCUPANCY SENSOR , ' / OTHER USE ORE OR IN PAPROJECT WIRT. FOR T O ,\ I CUT WRITTEN AUTHORIZA71ON 0 FROM + • THREE-WAY SWITCH ELECT. 'r� /. o � � PANEL T /�/ /r.� "�/� ,-- -� O JUNCTION BOX FU FIRE ALARM (RACEWAY ONLY) PAINT BOXES SUBSTANTIALLY RED IN COLOR. cc ck VISUAL ALARM (RACEWAY ONLY) � (,/ /,� 8?." TO CENTERLINE /•'�/ rn .. PAINT BOXES SUBSTANTIALLY RED IN COLOR } j u (D HERMOSTAT AT 52" A.F.F. `0 CENTERLINE Q LIGHT FIXTURE LEGEND _ a PHONE CUTLET 4 ft. FLUORESCENT RAPID START T12 ENERGY'-`SAVING (34W) MAXIMUM ALLOWED LIGHTING WATTAGE '.INTERIOR) I LIGHT A I (2) LAMP F32T8 W/ (1) ELECT. I 62 ( CLOCK RECEPTACLE (11OV) tFiCl" �" LIGHT B (3) LAMP F32T8 W% (1) ELECT, 93 1 .145 V - ' � D CATION OCCUPANCY DESCRIPTION ALLOWED 2 AREA IN FT 2 ALLOWC:D x AREA LIGHT C (3) LAMP F32T8 W% (2) ELECT. 94 �1 GISCONNECI F` PC 13W COMP. Iw- � WATTS PER FT _ LIGHT D (4) LAMP F32T8 W/ (2) ELECT. 124 - r'. FLUOR. J h t3�ILC1ING I CLASSROOM — 1.35 _--f"O —�2389.50 LIGHT E (2) i AMS' i=»0�'2/ES W/ (1) MAG. EE 12 F 86 M n --� Ir,l-pL�T SMOKE DETECTOR ..APABLE OF '. SIGN C'RCUIT FROM TABLE b•-1 TOTAL ALLOWED WATTS I 2:+A9.50 I LIGHT F (31 LAMP 40'12!ES W1 (1) MAG. EE 105 p—'- SHUTTING HVAC UNIT(S) DOWN WHEN V PROPOSED LIGHTING WATTAGE (INTERIOR; I LIGHT G (31 LAMP r4oT12/E5 w/ (3) MAG. EE 112 SMOKE IS SENSED m LIGHT H i (4) LAMP F40T12/ES W1 (4' MAG. EE 144 NUMBER CF , ~ �� INCANDESCENT K Y T� • LOCATION FIXTURE DESCRIPTION WATTS FIXTi�f7E , WATTS PROPOSED I Q A�,10-SHUTDOWN RESET IEE. SWITCH FIXTURES LIGHT I , (21 ,_.AME' INCAND (60 W EACH) 120 CLASSROOM LIGHT -B � � 93 1488 I 'r.— — — �- � I I � X _ 2 ft. FLUORESCENT RAPID START T8 (17W) I -� CEILING SEISMIC BRACE. (BRACE MAY MOVE ,'' _ �L- '- j ,j d _-.------L_-- ----.----._---- I — _-- — LIGHT J I (1) LAMP F17T8 W/ (1) MAG. EE^ 24 2' TO 4' IN F'THER DIRECTION IF NECESSARY) � ;' •�,' /� %// :/ !-• 'OPAL PROPOSED WATTS 14$$ 1 /7 r Teio f/•/1 low M' C' yy k'.. •,. >.� ' •',:, FROM Q a r' k � } i r M: I 1" } ,r- 1 -.v` , T ELE g � s tL1 10,�, :'"'fit , a c a,` 41. I'` W 4 1 A. 11 5 i 'i a �' A� f P a u.: AN L •suo FL 3 P 'n. 4 I w7 � 1 r- v • '�,• '' 1.i' N. _ l ;.,;. •+ti — tom. ._. ._ d I J / Cu �yy� � 1 JJ r f• // r \ L` r / t r � / Q • yor '.�i.. :�� r .1 1.r' ' ,, •i may- I F� c 1'SRVG�� . -i r y. "„' a ' '%kf , t .r 1 /✓'i./ , .% ' ,. ,r �.' n// , I'C'S it. .�.. ' '1. r ,t ` e...4� 1� v•: l 1 - ✓ /- //'"•7` /��f /%f f ` J C11►6A i(J(?QO - mol'oiis, Gtr 1 z'OTAL►V ► (• ! ,.,,�. CLv• CLC. t8 ' LARGEP I ' DATE: H -tlrry [W" ?1 x L-110f zcilip� 6-30-99 OD DRAWN BY: — - n MECH. ach QTY APPI.IANCES � 1JF-MAND FACT08 -�-} UNIT "2 CFC! --- APPLIANCES ,. . �t .._� L ..J DESIGN APPROVAL Ix IIqq,�IIcCii A. SALES APPROVAL: ' ...:.....wu+.► .� T iNi1. r .' f s ,,i. l� . ' "'"'""' "'°"'w"' c 200 AMP 120/240V-- - -� REVISIONS: SINGLE PHASE pie. �i � ��_."", ..j -...•+..'-+ili.q a "j. •,5�. 1 Ar ?`, ,- r: ' '..' + 1 �I I }n 4 } r, F ; Cl L NELEC PLAN U I d r �M , ; P2 SCALE: 1/4' = 1'-0' SHEET .. .,.,,..... �,•...'em.,.m,w.,,.,..oa•.«w»�,• * ;� ., '� �.�r ii��.r s7x r r,_ 3 4 :�; _ f r._.� I �. 1 KWTT�, ......C'.w.r..w-,-.«No-. ",�r...w.r".."n..+we. ".j•.rwr.n:w y •-YIGI ` ' OF 4 > Ir ?? w yY ,. MODEL NO.: �....N. �.: ► , 4 r y. 901111 SW DURHAM -- mw TI(.ARD SCHOOL DISTRICT 20-28 DMP SERIES: GM-2854 BUP2004-002661 MBS I NO.: - _,�, _MULTI'-STATE ?8' �3-4' r)MF' " ,ASSROOM STATE.-COPY - MODEL. ..P.. -- �,,,�I�, : � . _ r,� . ['-f ���I M1.5-97-0407D MIO-97-0407D �l.��r�� UBC-4238 NOTICE: IF THE PRINT OR TYPE ON ANY r11 II ! III III III II ! III I ! I � I III ! � ! , ! (I! Ii1 IIIIIII III ! �I III ! ! III III ! II III I I III III I ! ! �! III IIIIIII III ! � ! 11111 ! III III IJIIIII IIIIIII III �111 ISI I � I VIII 1 I i I I 1 1 ► I I I I I I I I I I TL yk s IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I �I I 3 4I I �I I 6I IT IS DUE TO THE QUALITY OF THE "°'e ORIGINAL DOCUMENT ( !� 8Z fIZ LZ f!Z 9Z iE'7, >jZ Z iZ OZ 8I BI Li 9t t� 111 � ' T � � 119 l _ �iiii� i�ii.ii,�liiiiiiiiiiii�il�iiiviiiiliiilii �ii��iiiilliiiiiiiliiliiiiiliiiiii��liiiliiiilii �iiililiiiiiiiiiiililliiilIiiii�� ��IlliliiI��Iliiii11111111Iliil�l►iI«<lu�l1111I, IIIIhI1� �►II�I ��lul����lll�ll �.� u�u►-� II��INII i s t3.43S f. aFEoo+ �. TH A. RASA 4 ESQ 12/?119H MIN. 667.5 CFM O.S.A. A Ri! Of WA9ly IT IT 01 �j 1200 CFM R/A 30 x 14 WALL CLG. L GRILLE QD VD 300 E)PkV.S= 7.120 .a. CFM C. —8" �uNAL cNC CLG. —8" DIA. - TYP. 4� r,IS . Q � 7831 s 4� > - 300t` . rf of y CFM y A, Rig E)V%SS 11 7r3V% C� _ O0 REUSE OF DOCUMENTS THIS DOCUMENT AND THE. IDEAS AND DESIGNS INSZVORATED HF_R-IN IS TME PROPERTY OF 'V _ MODERN BUILDING SYSTEMS. INC. C7 I M WK)LE OR IN PART, FOR AN'r AP[I IS NOT TO BE USED. 'N OTtf_R USE OR PROJECT W i TH OUT WRITTLN AUTHORIZATION. VD 300 \ CFM / A i VD n � 300 �D CFM LLcni u U s --I en �. CFM 300�- Li Lim o a. VD MECHANICAL NOTES _ o MECHANICAL UNIT(S): /' CFM (2) 3.0 TON WALL HUNG HEAT FUND VD 300 WITH 10 kw ELECTRICAL HEATcz o THEPMOSTAT(S): WR IF-94 OR T7300 F 0 DUCT MATERIAL: _ 1" FIBERGLASS W/ 26 GA. SHEETr v METAL ROUNDS X LL 0 ECONOMISER(S)- 0 ECONOMISER(S) AND CONTROLS i ❑ NO ECONOMISER(S) KCFM 300 ,--8" DIA. - TYP. x � � N vD CFM / r 300 >< GRILLE 19 4 30 x 14 WALL CLG. CLG. D 1200 CFM RIA --A m DATE: b- �- n� OC► 1 I DRAWN BY: X UNIT "2 E;Gh k' DESIGN APPROVAL �°' v �----MIN. 667.5 CFM O.S.A. SALES APPROVAL.: RcVISIONS: In rl- CEUNG/ MECH. PII_A`�N P3 SCA'_E: 1/4• , T-0° 0 SHEET ^� _ �3 G- OF 4 IL 1� 91100 `«' DURHAM ori sous= 'I IGARD SCHOOL DISTRICT 27-28 _ Bt;1'2004-00266 MBSI NO.: ._._..._..�.w... ._... ..,.__�_�_ ._._._._.. MULTI-STATE 28' x 64' OMP CLASSROOM IDMI� SHFF.Y'� EL "P" !gym A, NU - .. - STATE_COPY OVI�I� � ,RS OR � 0 7D I . � � � WASH. (�®.� 423e ` Ile. � ... ,M�RPIlNM�P.'R+'Ign..h.QPM!ltmMwrvmMnAM'M'�"��^•J.yiN'YY(r.,5'�L9Kn'.ibe•ny.F�I+g�Mi �C:... NOTICE: IF THE PRINT OR TYPE ON ANYI l f I l f III III IIIIIII III I I ' I I I III III I I III III III 111 III III I l l i l I III III III 1111111 1111 ! 11 I I III 1111111 III III III III I I I 1 1 1111 I l l l i l l III 111111111 11 IIIIIII VIII I — r IMAGE IS NOT PS CLEAR AS THIS NOTICE 11 I I I - I I I I I I I I I -6 - -I __ I I g I- -I- I I Q -- -- 11 I 1 •...! 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PLATE SPLICE ACOUSTIC CEI !NG TILE INSULATION W/ FS-25 W/ (28) 12d - TYP. - ROWS OF 122dd AST 6" O.C. Z META!_ --- f U ` R EUSEF DOCUMENTS BEVEL �O(�( INSULATION BLOCK - IS MENI AND THE E IDEAS Z META_ & BLOCKING — L.V.L. BEAMS AT SIDING JOINTS—- - '12d AT 24" O.C. (10) 5/8" DIA. ALL-THREAD W/ I OFFSET RIP THE PROPERTY OF NY ERE OCCURS) NUTS AND WASHERS - 1'-0" IN MODERN- 12d AT 8' O.C. FROM END & EO. SPACE -__--_FIELD INSTAL-I ACOUSTIC WHOLE `IN PART FOR ANY AND NOT TO 8E USED. IN ,. CEILING THIS ROW ONLY E OR PROJECT WITHSTUDS W/ INSULATION -- RIM JOIST - INSULATION W/ FS-25 EN AUTHORIZATION w' --- INTERIOR FINISH SIDING �,y�� SIMPSON LLP26 HAWk-R �yY:'•., ask TYP. SIDEWALL EAVE DETAILo �I 2� ROOF MARRIAGE DETAIL TYP. SIDEWALL FDETAIL SCALE: 1-V2' V-0' y 0 ------- h SCALE: 1-V2 1' O' SCALE: 1-V2' - 1'-11' SIDING INTERIOR FINISH -- 5/8" PIA. ALL-THREAD W/ NUTS o, - STUDS W/ INSULATION - AND WASHERS AT 8'-C' O.C. & er ►, 3'-4' FROM END (ADJUST SPACING AS RFOID TO AVOID JOISTS) SLIBFLOOR v, 6d BOX NAILS AT 4" O.C. --sueZOOR ZETAL 'f W x No OFFSET RIM O FLOOR JOIST — SIMPSON LLP26 HANGER DBL. END JOIST INSULATION W/ FS-25 INSULATION W/ FS-25 -- -- RIM JOIST TYP . ENDWALL FLOOR DETAIL 5 FLOOR MARRIAGE DETAIL w - SCALE: 1-V2' 1'-0" KH�) SCALE: 1-V2' - T-0' V^,1 RAFTER W/ (4) A J 12d E.N. TO L.VL___..._ ..---- C�U�► A .. 1 RAFTER _ (4) 12d 0 LEIkER I BEAM ATTACH LVL (LEDGER/BACKING) '`• L.V L. SEAM - ATTACH 1 1/2" TO COL. W/ (4) 12d -� x 24' LONG Cq_. W1 (2) 3/4" W/ (3) ROWS OF Qd Al �V DIA. CARRIAGE 301_TS 6' O.C. STAGGERED (12 NAILS MIN.) Q i CS18 W/ (6) W's EACH END 3/16" x 6" x 9" 1-. PLATE - WELD TO--- (3) 12d HEARING PLATE -- - . 1" x 3' x 10" 1 x A, SIMPSON A34 W/ (3) BEARING PLATE ---- N10's EACH LEG W SIPP CS18 A'1 (3)- N10's AT WALL PLATE 12d AT 6' O.C.------ ! I 0 0 STAGGERED 2 x 4 x 30" GRACEI AT 1st & 3rd RAFTER --- EA. SIDE OF 07LUMN _ DATE 6/ 7/g4f SECT ION A BRAWN BY 3' x 3" x 3116" ------ .- -. SCALES i,-o- 4 x 4 DF S&B -- --- TUBE STEEL CCLLA,,I I - COLUMN I ;HFCKED I20 GA. x 2" x 12" i,F . SIONs STRAP W/ (12) N10's----- WELD�• � BATT -r -PANEL CL.IP CSi8 W1 - --��_-____ 314" x 3" x 10' STL.- N10's EACH END _ —_- BEARING PLATE _ - FULL BEARIW: (RIM- FULL BEA'o?ING RIM-- OR RIM —OR BLOCKS) OR BLOCKS) PLAN VIEW - S1 SCALE= 1" p_O• �-- CENTER —END WALL COLU �1N DETAILo � 9000 SW DURHAM 14W OF. SCALE: TIGARD SCHOOL DISTPI(' I' 28SCALE: V2' � 1' 0" � SCALEI 1/2' 1'-O' PFq,IECT--- �i� t BUP2004-00266 NL SAB C T J 4 ' Y -, ... ... ... _ `F�? 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