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SIZE DESCRIPTION LOCK REMARKS DOORS INSULATED GALV. STEEL BEST 7-PIN RBR'G NRP HINGES 2 30 6 � L E C T R I i 8 w/ STEEL JAMB AND w� CONST. PAINT FINISH A L S Y M B O L S WEATHERSTRIPPING CORE LCN 1461 CLOSER r _ DEFAULT .60 U-FACTOR VON DUPRIN 2.2 L PANIC HEIGHT HEIGHT SYMBOL DESCRIPTION TO TOP REMARKS SYMBOL DESCRIPTION TO TOP REMARKS -(C)- SINGLE POLE SWITCH 48" 1440 V.A. PER SWITCH MITF PULL STATION 54" , H I ® Katherine Str. 12325 w�NDows OR Z. SLIDER— DUAL GLAZE r THREE WAY SWITCH 48" 1440 V.A. MAX. LIMIT BUP2001-00 X24, BUP2001-00200 2 46 x 48 PHILIPS--- VINYL FINISH -- MINI BLINDS � PER SWITCH 849• 1/2" RACEWAY ONLY 1 of 4NFRC .51 U -FACTOR- SHADING COEFFICIENT .88 Cc DUPLEXRECEPT. 20" 180 V.A. EACH E A ARM STROBE PAINT SUBSTANTIALLY M H• 1/• A.C. 2 2.,5 TON 10 kW WALL HUNG HEAT PUMP wl COMM. ROOM VENTILATOR ©t""`' WEATHER PROOF RECEPT. 20" x.180 V.A. 84 STROBE A H FIRE ALARM HORN " E C / THERMOSTAT 2 BARD 8403-034 wl M''ROPROCF..SSOR- 7 DAY PROGRAMMABLE T LEI HVAC 50" TO TOP OF J•-BOX S SMOKE DETECTOR C E CEILING ON SITE BY OTHERS DESIGN LOADS AUTOMATIC SETBACK-- DEADBAND CONTROL - HVHC DISCONNECT CLOCK RECEPT. 84" 180 V.A. EACH I EI_ECTRICAL PANEL 1 2.00 AMP SINGLE PHASE- STUB THRU- CONDUIT ----- ------ - -- ---- ROOF...........30 P.S.F. PORCH LIGHT 84" 100 V.A. EACH oS OCCUPANCY SENSOR CEILING 12.00 V.A. MAX. LIMIT „ LIGHTING 18 2 x 4 TROFFER 3- 34 WATT TUBES PER SWITCH WIND............90 M.P.H. EXPOSURE B PHOTOCELL u4" �-_�.1 I 1 1 24" x 48" TROFFER CEILING 10 106E ENERGY MISER FLOOR..........40 P.S.F. or 1000 LB. 1 100 WATT VANDAL RESISTANT LEXAN PORCH LIGHT ON PHOTOCELL Z PHONE/DATA BOX 201• 1 /2" FLEX CONDUIT �__-_� 105 V,A. EACH FIYTURE STUB UP & DOWN - I POWER PANEL 72" SEISMIC........ZONE 3 COPYRIGHT 2000, BLAZED INDUSTRIES, INC. MODULAR CLA55ROOM TITLE' Floor Plan THIS MATERIAL 15 THE EXCLU51VE PROPERTY for : � OF BLAZER INDU5TRIE5, INC. AND 5HALL ■■ ISgue Date: I O- I 0-00 NOT BE REPRODUCED, USED, OR D15CL05ED �� L28 x �'� TIGARD-TUALATIN SCHOOL DI TRICT o..� BY: J- TO OTHERS EXCEPT A5 AUTHORIZED BY THE IN17usr�c�. INC. DATE: 10- 10-00 DATE REVI51ON . BY WRITTEN PERM155ION OF BLAZER INDUSTRIES. �� P.O. Box 489 ■AUMc�!!l._Er OR 97325-6489 GOLD Mary Woodward Elementary School JOS NO: 1 F 1 I I I NOTICE: IF THE PRINT OR TYPE ON ANY r( I III III III III SII III III IIII III IIIIIIr ilrfril _r1T1T4 6 10 r_I�r11 [i litl.r� i � � il ► � T L � t1tli _� � t Ilt III I t IIS ilI ill ( Ili II ► i ! i- ill � I ► Ili Ali � � tllli I ! � il � tlt � � � Ill � I � tl � lll � , � I I I I ( I I I I I 1 2 3 $ - 11 12 c IMAGE IS NOT AS CLEAR AS THIS NOTICE, --- -- ---- -_ - -_—_ _— _-- -----___- — LC�� IT IS UE TC THE QUALITY OF ';SHE No 36 ORIGINAL DOCUMENT E FZ11 � L � 9ti gZ � � � ti ti TZ U7 6t RT LT 9T 5I fii ET tit iT T 6 8 L 9 9 T ��ai3w IIII. III IIIIIII IIII IIII ILII IIII 1111 (_11.1 1111111 IIII I!II IIII !III. IIII II I li�l IIII 1161111 IIIII IIII flll 1111 IIII III IIII IIII (III IIII IIII IIII I!II I{II 1111 IIII Illi 1111 !III !lii {III IIII IIII Lll_! 11 Illi 1111 Lll' 11 llll ' ' li 1111 IIIII1111 � k CT) .1 I .1.17 u7i I LI l_ -1_x_.1 i__ _1.1__11 11 1 1 — 1 �_ 1 144414�4 �4� —LL 1— 44 — _-4- 41 LL4- 144 — -1, — 44— 44144-1— r--, I -U 4A— - j UA I I i I - - - FLOOR LINE r___w-____-____rr-____-w__________---._______________w____r___.-___.�._.,�_.. ____r___-_____----_____--_----_rr__-_r_-__-r__-_____ GROUND LINE WALL Ef LEVATI 0 ON 1 /4 _ 1 011 CD -� I 0 y� i t —1 71--t— L I [--W —1 :1i LlLu I L I j_ _ _ L 4 IL "Z" FLASHING - - - /'� -_--_--r--. 1 -!zL -LL ----------r---r---r-------------------r-r--------- BOTTOM OF FLOOR LINE to CK) B C Oslo wow wpm —�-- , ENDWALL FASTENING — 1 . INSTALL 5/8" DURATEMP SIDING WITH ALL EDGES SUPPORTED OVER 5/8" TYPE "X" GYPLAP AND STUB . FASTEN w/ .105" x 2 1 /211 GALV. THRu ' NAILS @ 4" oc EDGE, 8" IN FIELD. x AND DOUBLE ROW 0 4" oc TO END JOIST. 2. ST2215 STRAPS WHERE SHOWN w/ ® 5- 10d x 112" NAILS EACH END OF EACH STRAP, ---- ---------------'-.-rr--------- �'----- --s'-----------------------_ _. .� TAG LOCATION TA -----r__r—__r—r____—___a______r_r__ ----------------------------------- p G LOCATION Z H N� N ALL. ELEVATION 1 /4" -- 1 '- 01' Katherine Str. 12325 NI BUP2001-00124, BUP2001-00200 O :'. of COPYRIGHT 2000, BLAZER INDU5TRIE5, INC. T'H15 MATERIAL 15 THE F-XCLU51VL PROPERTY MODULAR CLA55ROOM fTITLE: Elevations = 0f BLAZER INDL13TRIE5, INC. AND 5I1ALL ■■ I55ve Date: 10- 10-00 NOT BE REPRODUCED, U5ED, OR. D15CL05Eo 28 x 64 TIGARD-TUALATIN SCHOOL DIS'T'RICT DRAWN 13Y: JaR TO OTHERS EXCEPT A5 AUTHORIZED BY THE INDU5TRIM. INC. Mary Woodward Elementary School DATE: 10- 10-00 DATE REVISION BY WRITTEN PERMI5510N OF BLAZER INUUSTr�F�. �� P.o. Box 489 ■ AUMSVILLE, oR 97325-0489 GOLD JOD No: I� I I I III I I VIII IIIIIII IIII111 VIII -T r11� I1 D1-�.� �( . 1 � r � llr rll .r iii rl � rll ill I ; � Ili 111 i r Ili � l � � lr � 1 � I � r �� �� i � i i < < � i iii i1i � ili ilI Ili i � ililil � li iji hili Il E' IF THE PRINT OR TYPE ON ANY � ( � � III I I , 1 1 II I NOTICE: i I + I ' IMAGE IS NOT AS CLEAR AS THIS NOTICE, � �-� - 4 _ _-.. _—_ _ 8 �. ' _. �_. 10 _ --__ 11 1� jd4L c� IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT Z i z O Z 6 t 8 T L & 91 r8 I 1� 9 9 E �Z I [ �Ibi3w Ilii llil�llll lel II Ilil l lI II 11!11;111! !III !III !III !III !III III lI II !III LII ! IIII�IIII !III Illi Illi 1111 llll iill llllil�ll l� il 1111 l� il 1111 l lll�lll Illi llll Ill! 111 1111 III !III Ilii lll!� IIIIiIIIII�I~�l �l ll�i l�ll���l1 i l llll 1111�1�1 ll il�ll s RIM AND OFFSET RIM S�aucruRq� PER BUILDING �Eo s 1 -- � II MANUFACTURER �� PRaF� ' r` I N h ►-R CAST CONCRETE BEARIN6 PAD, PRO�iDE 28-DAY COMPRESSIVE STRENGTH m MACHINE BOLT WITH 3-INCH t I ;,4 J 7 �= OF 'o500 PTI, MIXED AND PLACED IN EMBEDMENT IN PREGA57 PAD ! ? ACCORDANCE WITH THE UNIFORM BUILDING CODE ___ - 44 HF#2 POST R Y -* - / . ' LIN ,, ' SET ON 2x MUD51L �'y 19 i99A5 9 9 u _, AND ATTACHED TO �K E ,,�S �i 9 (2) #'3 BARS EACH DIREGTICN, - -' 2x4 TOP PLATE WITH BOTTOM BARS TO BE Ili4" CLEAR OF BOTTOM i2) ibd END NAILS EXPIkATION DATE. 6-30-2001 I .' BARS SHALL BE ASTM A615, &RADE 60 - OR (4) 8d TOENAILS � I ( ,-> 4 I - -- 2x4 P.T. MUD5ILL, ANCHORED V � BSER 4 ( TO BEARING PAD Yr/ BOTH EN G I N E E R I N G _ T_ 2 6 5'S6r:+0 OM16N LOAD ' - --------- -- ---- 2x4 TOP PLATT: BEARING PAD BOLTS 115000 SCAR PANE.CAPACITY NAILED TO BUILDING 9g0O0 FRICTIONk BASE CAPACITY �? ' RIM W/ ibd AT 8�'oc PRECAST BEARING PAD 141062 5E 20 STREET ' WITH FULL BEARING ON KENT, WASHINGTON 418042 AS AN ALTERNATE, EXISTING GRADE VOICE: (253) 630-4530 PROVIDE (2) 2x12 HF#2 PT FAX: (253) 630-8151 e2880 16�1b0 82880 PAD5, 24" LONG BEARING 8 - 5 —' 7 NG PAD HAS 55000 CITY APAC PRECAST 8EAR1 NG PADIN 2000 PSF SOIL BEARING PADS ACCOMODATE b'-3"SPAGIN6 5 PERIMETER PO5T5 2 5 ,- . 6 6 35500 DESIGN LOM 4x8 HF#2 MIDSPAN 44 HF#2 MIOSPAN —� _ 2 nb 0 115000 SHEAR PANEL CAPACITY T�CATTO FRAMING AM SUPTOEPORT OEAFRAMIN6 — --- - 54000 FRICTIONAL BASE CAPACITY 4 4 4 ABOVE W/ (2) 8d COMMON ABOVE W/ (2) 84 COMMON ® 48110c ® 48"oc TIE-DOWN EARTH ANCHOR, 1/4 BUILDING LENGTH1/4 BUILDING LENGTH ILDIN.S LENGTH 1/4 BUILDING LENGTH JAGKSTAND W/ 4000# 44 HF#2 P05T FACTORY-INSTALLED � SELEGTEC IN ACCORDANCE- WITH " MINIMUM CAPACITY SET ON ASPHALT 5HIN6LE TIE-DOWN STRAP MANUFAGTUR.ER'5 CRITERIA 64'-0 — — � INSTALL PER MANUFACTURER'S AND ATTACHED TO BEAM I FOR THE GIVEN SOILS CONDITION INSTRiJGTI0N5 WITH EITHER A 51MP50N PG44 I FOR AN ULTIM\TE CAPACITY _ _ OR �" PLYWOOD GUSSETS / OF NOT LE55 THAN 4700 PCVNO5. PROJECT CRITERIA: 2000 P5F A55UMED ALLOWABLE FOUNDATION 5GHEDULE BEARING SIDE, NAILED TO BEAM AND Q PERIMETER POSTS AT 6'MAXIMUM SPACING,PER DETAIL 2 ASSUMES ROOF DEM LOAD: 12 PSF _ POST W/(4) 8d EACH PERIMETER POST AND PAD Q 4x8 MIDSPAN SUPPORT WITH POSTS OR STANDS AT T MAXIMUM SPAGIN6,PER DETAIL 5 A95UMk'D FLOOR DEM LAM: 10 P5F .00 TIE DOWNS PER DETAIL 4,TIE-DO"MAK BE LOCATED WITHIN 9'OF SWIMId_LOCATION DESIGN RCr SNOW LOADI 25 PSF WITHIN 4° OF TIE-DONN ® MARRIAGE LINE SUPPORTS AT 8'MAK SPACIN6,PER DETAIL 6 DESIGN FLOOR LIVE LAM: 40 PSF © PER WMR SHEAR PANEL PER DETAIL b 51620 LONG. TRANS. CENTER TRANSFER 611M AT ROOF BFARING POINT,PER DETAIL 1 DESIGN WIND SPEED: 8 MPH EXPOSURE$ (1 O psP x II') 11 0 END 6IRDER AT ENG BEARING POINT,PEP,DETAIL 8 _ WIND BASE SHEAR: 1116000 / PRECAST BEARING PAD PRECAST BEARING PAD - -� SEISMIC,ZONEI 5,R = 55,Ca = 0.36 (W47 LW) WITH FULL BEARING ON WITH FULL BEARING ON SEISMIC WEIGHT: 60" EXI5TIN6 GRADE FA15TING GRADE SEISMIC BASE SHEAR: 91000 ASD : ALT: 2x12x 2-0„ PT HF PAD i M 4” C 1'v, BEARING PADS ACCOMODATE 8-FOOT SPACING,MIDSPAN BEAMS ACCOMODATE 9-FOOT 9PAGIN6 SHOWN TIE DOWNS CAN RESIST A 24500 MAX.LATERAL LAAD FOUNDATION PLAN Tigard Tualatin School Dist. 23J, 64160 5W 5andburg 5t., Tigard, OR. 11223 MID5PAN SUPPORTS TIE-DOWNS 4 P.T. 4x6 HF BLOCK 2x4 HF THRUST BLOCKING It Ibd COMMON ® 8"oc Al (2) '%"0 A301 BEARING AGAIN5T THRUST 2x6 TOP MARRIAGE L!NE RIMS MARRIAGE LINE RIMS FROM 2x TOP It TO P.T. bx8 OF POST TOPOSTS AND BOLTED TO MACHINE BOLTS TO GIRDER. PER BUILDING PER BUILDING BEAR AND CENTER ON PADS II P.T. 2x6 HF BUILDING RIM JOIST MODULAR BUILDING MARRIAGE LINE ABOVE. MUD5ILL W/ (5) � 0 M:B. MANLr-AGTURER MANUFACTURER _ BY BUILDING MANUFACTURER BOLT TO TRANSFER BELOW. a Toe, W/ 5V2" MIN. MUD5ILL ANCHORED / GIRDER WITH (4) %10 END DISTANCES TO EACH PAD TEE EAI 00# EACH A301 MACHINE BOLTS. (� ) 3 L 6 FOR APP'L / ,# �— - PLYW00D SHEAR WAL 6, FASTEN BEAR AND CENTER ON a Igo �I�'� GALLOUT5 { JAGKSTAND W/ 4000# 4x4 HF 2 PG.T1 � MINIMUM CAPACITY, � � SET ON ASPHALT SHINbLE �� W/ GALV. Ibga x IV STAPLES ® 4 oc PAD BELOW 2x4 HF STUDS ® 24 oc AT ALL PLYWOOD PANEL EOGE5, AND MUD5ILL TO BE CONTINUOUS INSTALL PER MANUFAGTURW5 AND ATTACHED TO 6EAM AT 8 oc TO INTERMEDIATE 3UPPORTS. FROM THRUST BLOCK It INSTRUCTIONS WITH EITHER A SIMPSON PC44 1 TO THRUST BLOCK 3 I „ PLYWOOD IN CONTACT WITH EARTH a � 0 m SI PLYWOOD GUAM AI OR GONG. SHALL BE TREATED °� E �--- PRECAST BEARING PAD I SIDE, NAILED TO BEAM AND �- P05T W/ (4) 8d EACH P.T. MU05ILL, ANCHOR TO 1E F .� 3y I !^!!TH FULL BEARING ON PRECAST PAD BOLTS PRECAST BEARING PA 7 \-- PRECAST BEARING PAD f 3 �q� EX15TING 6', .ADE EACH MUDIL °IEGE SHALL AT PERIMETER POSTS WITH FULL BEARING ON \ SPACE ® I$ oc ENGAGE AT LEAST ONE u EXi5TING GRADE ANCHOR BOLTVERT. 4x4 HF#2 P05T PRCGAST BEARING PAD HPNE BOLTS ®- PRECAST BEAR!Nb PAD - SPACE ® 18"oc CENTERED ON BUILDING hf NOTE: SPACE MAG4x4 HF#2 THRUST P05T5 COLUMN, ABOVE U WITH FULL BEARING ON WITH FULL BEARING ON (2) G 10.8 x 6'- -y III FROM VERT. P05T TO �STAPLED SHEAR PANG'HAS,220 MY 5HE,�R BL EXISTING GRADE EXISTING GRADE TRANSFER 61RDER BL oc, AND CENTER ON P05T, CENTER OF ADJACENT PADS ALT: 2x12x 2'-0" PT HF PAD BLOCKS AND GIRDER, A5 APPROPRIATE. GAPAGITY PER APA REPORT 154,MAY,IAg3. BEARING PADS ACGOMODATI!8-1OOT SPA1I16 PANEL SHOWN CAN RESIST 160 PLF OF WIND OR SE151416 SHEAR ALIGNED WITH ROOF POST ABOVE,TRANSFER 61R17ER HAS 17,9000 GAPAGITY ALI6NED WITH ROOF POST MOM,TRANSFER 6IR17ER HAS 44400 CAPACITY MARRIAGE LINE 5UPPORT5 EXCEPT A r ROOF BEARI v6 PO1 NT5 � SHEAR PANEL SECTIONCENTER TRAN EER G 1 ROER END TRANSFER G 1 RDER — _ - - -- - - NO. OATS !' REVISION RIM AND OFFSET RIM PER BUILDINr; MANUFACTURER .{ P.T. PLYWOOD NAILED PER SHEAR /� >'fwT TmE WALL SECTION 2x4 P.T. HF STUDS ® 24"oc MODULA '� I END NAIL EACH TO TOP AND BOTTOM PLATES W/ (2) Ibd GRADE - '� �'� CLASSROOM FOUN�AT I O - UPPER BEARING PAD -- ,� I i ' �-- 2Xb P.T. MUD5ILL .� -� W5M3250I I , I I I , ,i I �- JOE R0: TOENAIL UPPER RIM TO POST NSA,� ,� / 1 I I I �' I I I r .- I I , , , r ; W/ (3) 8d COMMON MDV W I r ( l r �- r -� r , 1 r - 2X P.T.PTRUNNER NAILED TO b WIDE GALVANIZED SCREENING - ' MUD5ILL WITH Ibd NAIL5 ® 6"oc I ' r f MESH FROM 5KPRTIN& TO GRADE. �`�-- LOWER BEARING PAD MDV SECURE MESH TO 5KIRTING WITH 05-15-01 ' STAPLES AND TO GRADE W/ GALV. STAKES I<a-00124 str. 12001 DATE � r � BUP2001-00124,BUP2U01-00200 OWNER TO SELECT OPTION DESIRED 3 of 4 OmT UlER: DETAIL -R05T RESISTANT SKIRTINCDETAIL STEPPED MUD51LL 5ECTION5� ANDARD SKIRTING DETAIL BLOG �ED SKIRTING DETAIL SCREENED SKIRTING 10 �-- I riIIIIIIIIIIIIIIIIIIIIIIiI � IIIrTrlllllllllllllllllllilll(lllllllllllllllllllllll' iIIIIIIIIIIIIIIIII1I �,,..,_ NOTICE: IFTHE PRINT ORTYPE ONANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ - _ I I 4 I I I 6 I I I I I ' —�1_. —__15� - - - .__7._L___.��1_ J ___.__i0 ________ it _ ! 12 ; ��� IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT £ I OIG 18 7. LI�Z 9 Z 9 Z M Z E Z �Z T Z O Z E3 T 8 T G I 9 T 19 T �Ib T S�t Z�T I iIo�i hl,�11��� 11111111111111,11I1IIIIIIIil�llll�llll ����� �� III ���� ���II i��� �I � I i���� �� (1� �1 ��� � �I ���IIIi� �� uN11 1 80 70 60 50 40 90 20 10 p SELIG/LEE i RUGD U LT �UJo o � . 1 MARY WOODWARD ELEMENTARY SCHOOL 11 TIGARD-TUALATIN SCHOOL DISTRICT °IL OF-TiGA a CCTV ) roved...... ...( ............•`n.. ` _— _ -- - - - -- APP a11y AP'p r ./ oonddion as de r por only the Work ...( 1• I�— � I z PEFMtT N0' Fo1WW.... .. See J-etter to'. Attach aj• IJob Address3• j: I ii I d N 6Y'_.✓ - I I I I � I I Ili I I J a II II I � q CRA KEYSTONE WALL O JL II II II tl II II I I �� ii i I II II II II II II \ \ \ rTl -' \\ a / METAUC COPPER ROOF II I! I! 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DOCUMENT L�s. -eIS gT Liz 9fz 9TL 6(z E�L �ZL_ [L 0�>� I 61 eft G�T eft 9Tt ib�t t�t t t�t I Iti 11,11 I ttl­ ORIGINAL. IIII IIIIlllllllIIIII�IIII IIII fill l�Ulll�lll U 11 ll!� I�IIINII