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Plans (7) August 10, 2004 CITY OF TIG r • D DULL OLSON WEEKES ARCHITECTS OREGON John Westfal 319 SW Washington Street #200 Portland, OR 97204 RE: LIBRARY TENANT IMPROVEMENT Project Information Building Permit: BUP2004 -00206 Occupancy Type: E -1 Tenant Name: Tigard High School Construction Type: II -1H1 Address: 9000 SW Durham Road Occupant Load: 1342 Area: 39,922 Sq Ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition; and the Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99 -01) 1999 edition. The submitted plans are approved subject to the following conditions. 1. Provide listed product, manufacturer's installation instructions for spray proofing and rated penetrations to city inspector at time of inspection. 2. Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 '/2 hours of illumination in case of primary power loss. 1003.2.8.5 OSSC 3. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. 1003.2.9.2 OSSC 4. Provide one 2 -A rated fire extinguisher in the new area. The extinguisher shall be located so that no usable space has a distance greater than 75 feet to the extinguisher. Standard 10 -1, Chapter 3 TVFR99 -01. 5. Deferred submittals such as Fire Alarm, Fire Sprinkler, Truss Joist Shop Drawings, etc, will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred. The minimum fee shall be $200.00. Special Inspection: Structural Observation and Special inspection is required for item #53 & 54 of the attached "STRUCTURAL PLAN REVIEW #2. The special inspection agency of record shall furnish inspection reports to the Engineer of Record, NISHKIAN DEAN, the General Contractor, ROBINSON CONSTRUCTION and the City of Tigard, Building Division, attention Hap Watkins. All discrepancies shall be brought to the immediate 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 attention of the general contractor for correction. The special inspector shall submit a fmal signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectful , rian Br Seni.," Tans Examiner �,� = *; e * j 111 fi r" '.:. , C-:' - 0.8 . � �l \ • o 800S162 -43 U o STEEL STUDS ©16 "o.c. _'N` ® i 12co I z _ p I 3 0 ._ o _ il " - -;1- p ID > I Lu W r —I • i o In \-\\": i� `� �o Mr a) Ica ( - MO o \ tx 0 . 1 u, . -0- _/< _, 1 <._. / 'Y I 4 EN 1 , t4'-0" 6'- 0 "x8' —O" FOOTING s 2 PLACES 7 . 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ULL OLSON WEEK ES TIGARD HIGH SCHOOL ADDITION / REMODEL PHASE 2 .. project # 03021 i ((111 i -,-'•-:, Tigard - Tualatin School District I 1 • Address 6960 SW Sandburg St. ',.. ' Tigard, Oregon 97223-8039 ,:.5. 319 SW WASHINGTON ST 9200 PORTLAND OR 97204 503 431 4000 -',..., t 503 226 6950 f 503 213 9192 -.149 do. a rtrm ND432. 00 , . , . 1 ,, ... ,,,,r i er - F -- ;: -, :,14R,i7q,,?.;:it:!; , - , -;.17,1t . -Wjet,' ; a4,* , ct'n' '.• — -- • , ',,,*-.:,!' ,;',::• ' tUtt; • . -,. , .. . 7. 4 it.f•q: - 1 7 ::-: . , ': - ,.,. -- .4.,,-.4,-, ,,,,‘ •• • ,,.., , , - -.- -:-:-.'J,. pop -*!..,•-, .: i::••• • i , •:,• . .• , • z•?0-- _ [2 ev ;?7-. let-. : ,. . N, 0G1N.p,p /4.4 . ... . , ( . • PHASE 2 PHASE 1 OREGON CI *l et eis- 0 e• 41 16. i' ' —0" 0 + _ / / 4 40 L Go‘ 4" F.O. CONC. SEISMIC 'EXPIRATION DATE: 6-30-051 JOINT - A / F.O. SHEATHING • SEE 1 /S6.0 FOR 1 21 '— 6"± ADDITIONAL INFO. . t,11 .4 _. T. O. W. ma • 3" STEEL DECK 1 i I , ( 1 , , 1 -4t) ____ ,.....-- VARIES 4 s,_ B .0.D. 1 1 3 1 —.........._ ,_, 1 , t --- - W1 4x22 (E) 8" CONC WALL /- R 1- VI S I D 1 6 9 I-- TA I L _ .:.. I architects pc PHASE 2 MAY 17,2004 ,. .- ULL OLSON WEEK ES TIGARD HIGH SCHOOL ADDITION / REMODEL PHASE 2 • , . . project # 03021 1 Tigard - Tualatin School District --. -- Address: 6960 SW Sandburg St Tigard, Oregon 97223-8039 AS1.4 319 SW WASHINGTON SI #200 , PORTLAND OR 97204 503 431 4000 . t , . r 503 226 6950 f 503 273 9192 1 ..., do wo CO n, ND432.00 :.. ' .si ^1Yt .;...YT•;,. r .`.;. Jy:,. TMY °,1:g5' -,•. V1 U. 7., to ..( .,.RV �' +.n Y .• . a ^ '• _ o.:.' • . - . ' • - '- • ' % ."- - -''' 5V44::.4:::'. . ' . OW: ''''' '.-4.,- ''''':". 1 00. : N .., * * Q • ,• •: Q • j . � - p�'9 ��� �Qv 4 LGG (EXPIRATION DATE: 6 -30 -051 GRID 130' -0" , 1 T.O.W. 31/2 8005162 -43 STEEL STUDS 31I2 @16 "0.c. WITH GYP. SHEATHING • 'VERTICLIP' CUT END OF STEEL DECK SLB800 -12 TO FIT TIGHT TO WALL w/ (2) #12 SCREWS 3" STEEL DECK 0 EACH STUD I 127' -3" - Lni- It l..l 1 "I e lI 1 SEE PLAN FOR BEAM SIZE SEE PLAN FOR BEAM SIZE • o 3TAJL—HVJSF3 - architects pc TIGARD HIGH SCHOOL PHASE2 MAY 17, 2004 U L L O O L S O N W W E E K W E E X E S 4:. ADDITION / REMODEL PHASE 2 /,!! ' project # 03021 r Tigard - Tualatin School District • Address 6960 SW Oregon 9 7 Tigard, Or 2 2 3- 039 AS . x ` egon 923-8 :, ':•. - 319 SW WASHINGTON ST #200 1 PORTLAND, OR 97204 503 431.4000 1 503 226 6950 f 503 273 9192 � , ,aw,, rom ND432.00 _ : : -, : :', ?t :4,1:T M-1,' 7^�k�`T' ;; 4 • . . ... • . RUCTU • C,_, IN a ��. 409 0 7 i - At % �iP 16, f ;‘N' P 94 � L Go IG � 'EXPIRATION DATE: 6 -30 -051 I 1 0.8 130' -0" k I T.O.W. 800S162 -43 STEEL STUDS ®16 "o.c. WITH GYP. SHEATHING CUT END OF STEEL DECK TO FIT TIGHT TO WALL ■ 31/2 /,� 31/2 3" STEEL DECK ' _k127'- 3 "_ —��� B.O.D. MIMI } r 3 /16 co I Q1 ' VER TI CLI P'-- ---------- ' SLB800 -12 1 I W/ (2) #12 SCREWS EACH STUD SEE PLAN 18K STEEL JOIST , FOR BEAM SIZE 3 /16 > 5 L1 BRACE , ____\/\__— ft l/4x4x4 r '9 TAIL -RI VISE -9 6 3/4„ =i,_o„ i architects TIGARD HIGH SCHOOL PHASE2 MAY 17, 2004 U L L O L S O N W W E E K E S ,Ta ` ADDITION / REMODEL PHASE 2 project # 03021 1 °11 1 Tigard - Tualatin School District Address 6960 SW ego 3- AS 1 . 5 Tigard, Oregon n 972 97223039 � ' 1�•" 319 SW WASHINGTON ST 4200 PORTLAND, OR 97204 503 431 4000 '< ,. I 503 226 6950 [ 503 273 9 ..wdo.7, corn ND432.00 yr '' 410f, o ip ls, � o ^ r N, L G ° '(G 'EXPIRATION DATE: 6 - 30 -051 0.8 0.8 • 130' -0" T.O. sr I� 5/ 08 L4x3 LLH 3" STEEL DECK AT 4 JOIST BAYS 3/163 -12 3/ 3 -12 \ 127' -3" JP' B.O.D. Ir / 4 I � 18K JOIST BEYOND SEE PLAN FOR BEAM SIZE NOTE: DETAIL APPLIES TO JOIST BAYS BETWEEN GRIDLINES JJ AND GG DI -TAIL 3/4 ,x_ 1 ,_ 0 ” architects TIGARD HIGH SCHOOL PHASE 2 MAY 17, 2004 U L L O L S O N W W E E K W E E K E S ` ADDITION / REMODEL PHASE 2 y_ e. project # 03021 °» ' Tigard - Tualatin School District .ti Address 6960 SW 3- � � s . Tigard, Oregon egon 9 9722 23-8039 319 SW WASHINGTON ST #200 PORTLAND, OR 97204 503.431 4000 • -:`. ! 503 226 6950 [503 273 9192 down con, ND432.00 - , � 't ; ,.. -.- .. ... � : yam` } y. i. - S� N ' ( Z•.c y '• am • 0.1y. ta - . • YR � : ' - - J y � � i � p�� 4 si 1 Y 1 - .. y + f r r ::- : : � a, IVt ' l '- t�i+'�•; fl r . \ IN � e , C ' °•: GON ti �� 416. �� �� LG IEXPIRA11ON DATE: 6- 30 -05! . z 1 1 114' -0" , F.F. L4x4x BRACE ©8'- 0"o.c. MAX. CUT VERT LEG /BEND HORIZ LEG CONNECT TO HANGER ROD SEE 12/S1.2 FOR UPPER END W21 x50 110' -0" $ , CEILING= (2) 3 /8" HANGER RODS AT OPERABLE PARTITION GAGE =4 VERIFY SPACING WITH MFG. 3LTAIL—PVSEID 0 S6.5 3 /4"= i architects pc TIGARD HIGH SCHOOL PHASE MAY 17,200 { U L L O L S O N W E E K E S ;, ADDITION / REMODEL PHASE 2 project # 03021 ` k ii1 i Tigard - Tualatin School District Address 6960 SW Sandbu g St A n _, 319 SW WASHINGTON ST #200 I PORTIANQ OR 97204 Tigard, Oregon 97223 -8039 AS 1 ■ r 503 431 4000 6/ 1 503 226 6950 1503 273 9192 1 w, ,,• d.„wa ram ND432.00 f q as.a.�4,,%1 R9 . r. ^..Y.•: - ` •:., ` % � 69, .�`, • {, ::• : '„ �+ T 'C C� •O�f,�/_ • >. (. : .1,�. .�:� . >•:�.;'; y e�,`y�t`'.�,� '.' " �J: - ;«' r�' 4< .,. ^'�,:. <`r!. :i »;�9 �.: ��!:�. . — fA07, y+'12-evt '=,: `— '- k : ,., :* q,,1 a�.��.4". + yy yy..� -'�, -✓ � =s • (:_:... ''' � � OR) • ^ 4 4 'k/6, P 4 — LGO 1° ''EXPIRATION DATE: 6- 30 -05' 0 • . 4 • 114' — O" 4 4 a a o p r. SV . r Ala AIK - AIL r Alla AIL - (1) S 1® I® ®I - • I0 01 I 0 0 I II 1 3/16 1 \-- 3/16 II II W16x26 II II W24x68 4x4x \ II II II II L3x3x AT W16 \ II I w/ 1 /2 "0 BOLT EACH END " CUT VERT. LEG /BEND HORIZ. CEILING LEG AT LOWER END (3) LOCATIONS (2) 3 /8" HANGER RODS AT OPERABLE PARTITION 1 L4x3x LLH, x3' -6 "± GAGE =4 CONNECT TO (2) HANGER RODS VERIFY SPACING WITH MEG. . W/ DBL NUT (15 9I- TAI L- f�FVISI -9 0 6 . 5 3 /4 " =1' -e" arLhf7ec7s pc TIGARD HIGH SCHOOL PHASE2 MAY 17, 2004 UL L O L S O N W E E K E S ADDITION / REMODEL PHASE 2 project # 03021 11411 i Tigard - Tualatin School Distr Address: Tigard, SW rd, Or egon Sandburg St 97223-8039 4 Tigaegon • 319 SW WASHINGTON ST 0200 1 POR� TLAND OR 97204 503431.4000 1 603 226 6950 f 503 273 91 - 92 .,ww dowa corn ND432.00 _�. 1: •. .. •. - , ...w.i'. ` : W,tkQi4 ty:•� „ 4.,,,�..taNst,,a,• °1. l :er =. 7 , l:wr s:re {e.� ",,, : r; , v y.o; r ' gi r ",: - ,• , �/1 ° }. :ar ^ � ", A. 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OR 97204 503 431.4000 r 503 226 6950 / 503 273 9192 ,.ww down cam ND432.00 .�' • l:lF�r - .. _ . iY.:i:,F:1 �� f',^'i.... +.rR . "2! _i.'+ty �. - , - � -f �. �s : ,,i:: -y�Y�J i"r : � }a._ 'W p K-'• -• ..ec .f�:; ^.- vi.�`�;. -1 �.. .ti ,,NNT ' .. -•� c: . ,,'.' ate - 4 ._ . .c::: ::61' u. r *4 f -,,- :L,.• :�.`, 7!'`. � W I V .¢, � :�': :;t - .4 ��`� ist,;•'.. f. "rt�;� `�'• ; r j; � .,�� �•� ' -, _ - `= ^''q.: -.f � i�:'%i r.' ti, �F-e: �e:,,r . �r ;. . T "� :r - '. : is �'. ^-« .. :: S .�.„�7� � t' `�,`pya� it ;�ff,,,.�, � � 1,',2,-"k, , r.� • _ r � � t o .4C: .: t- ` , „ ;;� , • .;� F' , OREGON 19G 4 ° L GO' 'EXPIRATION DATE: 6 -30 -051 0.8 0 l'-8" / 2' -O" / 11" / — HSS 8 COL. W8x28 COLUMN 1 I I 1 /4 CONC. SLAB 8" RETAINING WALL I I BEYOND 1 I 1 1 L _ _ 1 I ioo' —o" , • o F.F. • 1 . � it 1i � - �J I 1 AS Q ' I 2.3 I o 1 1 I n I _ _ _ __......-._...._ O #5 VERT. I �(6) #5 EACH WAY 5' -7" BELOW CONC. PIER 10" -1 ( * FOOTING AT GRIDLINES D/1 AND CC /0.8 AS \ DI- TAIL architect IGARD HIGH SCHOOL PHASE2 ADDENDUM TWO I L L O L 5 O N W \ ADDITION I REMODEL PHASE 2 DATE MAY 21, 2004 pro ect # 03021 b it / Tigard - Tualatin School District = ddress 6960 SW egon 97223-8039 3- � � ■ w Tigard, Oregon 97223 8039 ` ,j 319 SW WASHINGTON ST #200 PORTLAND, OR 97204 503431 4000 503 226 6950 [ 503 273 9192 ,.,.', �� „�, ND432.00 • ''''; ',.., ':,‘:7,:'' - . • , L -,4:- • --I ng.1140:#3LIK,Z, ..,344,,,r,„, , • "' •[.;'-' - ';.:,i 1 7 ' ;-', 1 ,,'',,Ta k sgii 4 4 - 4 . Pi r .,... r , - -1 - : ? ,:• ! --T.1•': ,,'' - "- ' - • .-- ..,-::.; i;:i. -•' t. - ,i : . , '•,:•. • . ..-:: --; , :.: k i• --; i:- ' • . T '-,*r sli1U tilik.p • ,,,,, • •: MgijP:' - ••• • •:::; - .1. :Al;: 3 ::• 7 :i':'. 4,4 V,§:i"%ge: •‘:,:: ' . • .- - - • ' N ois.it• #,i, „i: %;(,,I, , , - , .1 , , , , ." 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ADDITION / REMODEL PHASE 2 DATE MAY 21, 2004 r . project # _ 02054 Tigard - Tualatin School District Address: 6960 SW Sandburg St • Tigard, Oregon 97223-8039 AS2.3 . 319 SW WASHINGTON ST #200 i PORTLAND. OR 97204 503 431 4000 •i 1 503 226 6950 f 503 273 9192 1.mns down corn ND432.00 :,.;4'• :,,7.'2 - •• - • r �� , yI:N .t a ,AfE.. .�.-,G,�y- r'.`.1y1 Y -,.. - ' •,!',''. , &• . `:•r i • a.. i:_ 1"-.-',.,:::-:::16.:%,,,., '�P�( • 1 V • • dr ez e....., ;..,-.,;-,-;!::::.'1, ----,4.- • -7" i O • : ON ' O L GGG [EXPIRATION DATE: 6 -30 -051 • • I 1 ' I I I I I I I I II D4 Di I D4 DI I -. _ I I I - - II_ 1 - - II ( II — H I - - - I I - - 1 I- _ 1 1 E _ , 11 GL 3 "x6" LEDGER . Z_\ I I r - - I E I Tr I 2x10 �� ��� - - -- 16 "o.c. 2xs ©16"o.c. 4� -- - CD I I CD Mir x x o • . 1 7 w W 6 S6.5 PARTIAL ROOF FRAVI \G PLA\ 1 P , 1/899 =1 r - - REF. 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TYPICAL iA STEEL STS 3 EASTE\ I \ G 3FTAILS L x.12 3 /4 " =1' -0" archilecrs pc TIGARD HIGH SCHOOL PHASE 2 'ADDENDUM TWO U L L O L S O N W E E K E S ADDITION / REMODEL PHASE 2 DATE MAY 21,2004 project # 03021 = �' ° K �' ' Tigard - Tualatin School District Address 6960 SW egos Sandburg 97223-8039 �� e Tigard, Oregon 319 SW WASHINGTON ST #200 PORTLAND, OR 97204 503 431.4000 e ^ , 503 226 6950 15 03 273 9192 ..-. dower C ND432.00 om „p • : t it, . • - • . _ �� .. - t7f ^' ' ••^Xs.`.,.' .;jt i� CONCRETE BLOCK MASONRY 1. BLOCK WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 21 OF THE 1998 EDITION OF THE "OREGON STRUCTURAL SPECIALITY CODE ". • 2. STRUCTURAL DESIGN BASED ON F'm =1500 PSI AND WITH SPECIAL INSPECTION 3. GRADE N, TYPE 1, MEDIUM WEIGHT UNITS 4. TYPE S MORTAR 5. COARSE GROUT - F'c = 2000 PSI 6. REINFORCING STEEL - ASTM A615 GRADE 60 7. PROVIDE #5 DOWELS FROM CONCRETE •AT ALL VERTICAL REINFORCING. ANCHOR DOWELS A • MINIMUM OF 26 INCHES INTO BLOCK. 8. MINIMUM REINFORCING - EXCEPT AS NOTED A. VERTICAL #5 C 32" 0 /C. B. HORIZONTAL 8 x 8 BOND BEAM WITH 2 - #4 © 4' -0” 0 /C. C. AT OPENINGS -- 2 - #5 VERTICAL EACH SIDE, EXTENDING FULL HEIGHT OF WALL.. -- 8 x 8 LINTEL OVER OPENING WITH 2 - #5 AT BOTTOM. D. PROVIDE CORNER BARS AND 65 BAR DIAMETER LAP SPLICES. STAGGER HORIZONTAL LAP SPLICES. 9 ALL REINFORCING BARS ARE TO BE IN PLACE AND HELD IN PROPER ALIGNMENT BY PREFABRICATED WIRE BAR POSITIONERS, BEFORE THE GROUT IS PUMPED INTO THE WALL. 1 u. ANCHOR BOLTS A. 5/8" DIAMETER WITH 5" EMBEDMENT B. A307 QUALITY WITH CUT THREADS C. BOLTS SHALL HAVE STANDARD HEAD, BENT BAR ANCHORS SHALL HAVE 90- DEGREE BEND WITH INSIDE DIAMETER OF 1 -7/8" AND EXTENSION OF 1 -1/2 ". 11. PLACEMENT OF PLUMBING AND ELECTRICAL LINES IN MASONRY WALLS A. MAXIMUM DIAMETER OF EMBEDED ITEM SHALL BE 1 -3/4 ", EXCEPT MAXIMUM DIAMETER OF ITEM EMBEDED IN LINTELS SHALL BE 1". B. VERTICAL ITEMS SHALL NOT BE IN SAME CELL AS REINFORCING. C. HORIZONTAL ITEMS SHALL NOT BE LOCATED IN BOND BEAMS OR LINTELS. 'v, S. AUCTUR,k � I PR OFF ss o • a 7159/ / OREGON (I 9 G lr ■ 16, �° Q y Q L GOC G� EXPIRATION DATE: 6 -30 -051 D U L L O L S ON WE E K E S TIGARD HIGH SCHOOL PHASE 1 MARCH 25, 2004 ADDITION / REMODEL PHASE 1 project # 1 03021 - 1011` Tigard - Tualatin School District Address. Tlga SW S rd, Oregon 972 2 3- 8039 �1 ■ o Tigagon 9723 - v 1 319 SW WASHINGTON ST #200 PORTLAND, OR 97204 503 431 4000 I 503 226 6950 f 503 273 9192 www dowel coin ND432.00 ' ° 22' It h4 o S \ ) cn � c f r , 0 , o o o D r a' 0 z . = - r ° co c ° °z r . ,.1 m O ti - a 2.8 m • o m 2 x " . m 10d o.c. 8" CMU WALL EA DGE 5" SCREW SHANK NAILS ®6" o.c. (4) SCREW SHANK NAILS AT BLKG -~ � 2 H 5/8" PLYWOOD EACH JOIST SPACE 3 1/8 "x9" LEDGER w/ LSL SPLICE JOINT ' I�I 5/8 "0 BOLTS ®4'- 0 "o.c. 1 "x5 LSL BLKG PLYWOOD OVER `. 16d ®12 "o.c. 1 PLYWOOD FILLER (E) SHEATHING 1 2' -O" `' I � SEE 3/S2.21 2' -0" - - -- *7.1 ii-t = �_ -- _: :_= a =:-........-===:,.......-=:==_...-.. ► �molii..maiiiu _-o�i�iiin►Tiiummemw� AA F.F. )gy �� ��� ■���•U•IUU U., sa� =�a=a�� �NI■ — ■ N (Q 2x6 LEDGER w /(2) ROWS "'• S:1) D 16d 012 "o.c. STAGGERED 3 1/8 x12" LEDGER ' II Z = (2) 16d EACH JOIST CEI 1' -0" EEO C83 CE) ° O m 1 1/2 "x5 1/2 "x8' -O" LSL 1 1/2 "x5 1/2 "x4' -0" LSL „ (n a, ". C) (3) 16d EACH JOIST SPACE = 0 C) SIMPSON HTT16 04'- 0 "o.c. O = (18) N10 NAILS O rn 0 5/8 "0 THREADED RO • . C Ir- 0 1 1/2 "x5 1/2 "x4' -0" LSL r- w/ (6) 1L SL SPLIC C) _ • > Cl) z m o N 20� DETAIL - REVISED 0 52.21/ N.T.S. o D CD 2 m cn Cn O E N RESPONSE TO RFI #10 .... 0 * 0 li' 0 A (E) JOIST LOCATED ABOVE (E) STUD WALL . .4 �t • • I , ,r � ✓ n ' i 1 til (E) 2x6 STUD WALL (2) 16d EA STUD' SPACE 2x6 BLOCKING BETWEEN JOIST TOP CHORDS s 5' -0 "+ A.F.F. (E) 2x 12© 16 "o.c. •" (E) 26" TJL JOIST (E) 2x6 STUD WALL CORRIDOR CLASSROOM e lpt UCT UF a P ROF NG 7 9I - TAIL RI - VISES 3 / 4 „_ CIO st OREGON v 2x6 BLOCKING NOT INSTALLED 9 .94 0 L GO ��, ` - AS SHOWN IN CONSTRUCTION DOCUMENTS FOR EXISTING BUILDING (EXPIRATION DATE. 6 -30 -051 REFER TO RFI 036 U L L Q O r` L h S it W E E K E S PHASE 1 Y r TIGARD HIGH SCHOOL May 05,2004 O ADDITION / REMODEL PHASE 1 1"11 / project# 103021 Tigard - Tualatin School District Address: 6960 SW St �� . Tigard, Oregon egon 9 9722 23 -8039 ".' 319 SW WASHINGTON ST #200 PORTLAND, OR 97204 503.431 4000 • }. / 503 226 6950 f 503 273 9192 nww dow, con, ND432.00 �� C '''''''''AF''.."'''' �,.. • N _ /. 1 io W16x26 (24) .-.( // _ = I 18 ° S6.3 OH ,S1' c ii �._ 7 , i W16x31 1(24) Q — \ 2v a HSS14x6x /4 l ~ ,� ;�� �� 2 HSS14x6x /4 N `S� Cv b CD \ d \ x � Ox `, �' x x x O k & cx �1 x\ - (E 3 "x18 GA. -W S6.3 ! \ti . / ROOF N � m ; i II) DECKS 23 __ �'(� 0 ,. ____ HSS14x6x HSS14x6x W1 C • /iv ® BU, II (11) 6. MY I S6.3 CA\OPY ROOF FRAVI \G PLA\ 1 p 91RUCTURgk 1/8 „., f _ 0 „ \/ REF. S2.22 ��' PRD �� ti * SHEET S2.22 DATED 05.03.04 DID NOT PROVIDE ai �' &I I COMPLETE ROOF FRAMING PLAN AT CANOPY. • , 4q'� OREGON G, 0 G CY 16, �gn� Qy .ep 14 O L GG EXPIRATION DATE: 6 -30 -051 ar`h`re`rs pc TIGARD HIGH SCHOOL 21 CONSTRUCTION U L L O L S O N W E E K E S Phase 2 CONSTRUCTION ADDITION / REMODEL PHASE 2 date 1July 06, 2004 . j project # J ND432 y�„11!�' 1; Tigard - Tualatin School District j /� Address 6960 SW Sandburg St RS ■ 319 SW WASHINGTON ST i200 ' PORTLAND OR 97204 Tigard, Oregon 97223 -8039 503 431.4000 503 226 6950 f 503 273 919 w.,.• dol.,' cam ND432.00 • . 7+, . "l cvo, g r.-{ n�;, -�2k6 '8 % a?7`5. � e' k; ,: . i - SRC' R 3:. "' r ,: r' . r r .1 • ' ^ '‘- i : .0 .ii, . . ' , . . • ,''' '. ' ; ':: 4 :;,' .§' .. ': " ' .. : ..' . 0 .?n '��_ < "rtF '�fa,tmT, �i`' - -!'� ke:.`;hg'.'L��' � �wr. }`c'��:'14; -• ^'3' .. ''":':1".1' . ' M ', L :f,-+: -. d` f , ' ��: -.�'� •E:Ki'uk.�baw, J`."..�.r.�t3 -�,i.: ,: :t ... 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G n 1)- 16, �°' G Q 4) 16, r 14 ° L G (EXPIRATION DATE: 6 -30 -051 archr WEEK D U L L O L S O N Es TIGARD HIGH SCHOOL Phase2�CONSTRUCTION ADDITION / REMODEL PHASE 2 date�July08,2004 �,. project # ND432 4 Tigard - Tualatin School District g RS.05 Address. 6960 SW Sandburg St. Tigard, Oregon 97223-8039 019 SW WASHINGTON ST 9200 ,PORTLAND, OR 97204 503 4314000 7 503 226 6950 1503 273 9192 1 »: d� om ND432.0 ' - .'c,1S'4;T1%•YArs'• `y3'�t.1� .'�.^�' i r'^.S� v.--::''''"-',- 4': :- <: :-,', -. ,;,:,_�.,, .,p- - .3 •„ �., ;�N: :; ';:...; >-:. , - . ,p�. ;�. ae�1 ,�'.�1G;�IF _•,l�4�y .*x,'§'"57{- � .{ .:.�.. - .l a .r.z „ . ”. .. - �F i"7..'�jL''%�,'bT `yy��jj.��.... yy�'a4N ' • 9 W16x26 (26) C = U) cD ■ ri) X D x 6 ., .eIcT x I k - a) w � 9' -6,t i 1 �W16x26 ( ,),0°0� _ lb i — I CI 1--.. 1 '1 _ t a) a) 6 .. 6 .. 7 , E io S N N N W12x19 (5 \ M W16x26 (26) C = _ .,1/4.___...„,\\_ I x OPENIH\ I - o W16x26 (26) C =3/4" c\J t7 x (D PARTIAL PLA\ - REVISES 1 p 1/8„=1 P —0 11 REF. S2.22 q \/ 99 RUCTUR,g . PROT * ELEVATOR DIMENSIONS REVISED �� NE4,, ** 7159 OREGON 74 O L GOIGx� (EXPIRATION DATE: 6 -30 -051 architects pc - D U L L O L S O N W E E K ES TIGARD HIGH SCHOOL Phase 2ICONSTRUCTION ADDITION / REMODEL PHASE 2 datej July 08,2004 �j�j,_ p roject # I ND432 � � � II' Ti gard - Tualatin School District ti //� - Address 6960 SW S ^ S ® ® �1 Tigard, Oregon gon 97223-8039 ,R 6 319 SW WASHINGTON 5T 6200 1 PORTLAND OR 97204 503.431 4000 lso3 273 9192 ' ww. a 503 226 6950 o ND432.00 M da � m f i • k . 0.4 6 i CD ® TS 3x11/2x1 ® m m m i �T -o`t TOW ®SIM. ® ®6' -8 "o. c. MAX. ® L6x4x NS L6x4x NS 4a , U.O.N. L8x4x /2 FS V' +I - L8x4x /2 FS ! - - , XII � ,-, r — 18' -s "t row _ -- -- - -• - -- - - -- ® ® - - - -- c co ca c� - — — c� 5 ca c5 ca c� 1 -1----- ` I - I c� I C c• , U ra a.+ v . ca v .. . .I. v . •I• . v (E) OPENING r41 ' -p` • CEILING LINE 1 ' -0 00 5 -6� , ' 8� (' TYP AT 1 �( � OPENINGS O INFILL (E) OPENINGS 1 (E) FLOOR BEYOND ▪ (E) PI TYP i Q w/ NON- SHRINK ;ROUT I °q ---c- - - - r - - - - - - - - - - - __<,..> - - - - - - - - - - - - - - - - - - - - - - - - - - 5' -0 "t A.F.F. - - - - - - - - - - - - - - - - - - - -- -, - - 9- -M HJ - - '� -S "-MIN - - - - - - ; ez, (E) 8" CONC WALL J ' /- a . t f I I 0• -0 " / FIELD VERIFY (E) REIIJF. 1 x w� yr XW� D t ILL (E) OPENINGS - 1 IS #4 ®12 " a - st INF o.c. EA- WAY a w/ 2x6 ®16 "o.c. TYPQ' PER ORIGINAL. DWGS .03 xcn3 i 6 =wo 0 / � , I ` -7-6 "t F.F. S ED TYP Q Q HSS1Ox4x /4 NEW DOOR OPENING TYP. EACH SIDE OF WALL 13 -6 » t I 9 EXISTING CONCRETE WALL ELEVATION REVISED S3.0 3/32 " =1' -0" GRIDLINE E -8 S -c RUCTURA Q PROF / 4/73L ORE•ON • 44 0 LGO .cG 'EXPIRATION DATE: 6- 30 -05' Q architects p` TIGARD HIGH SCHOOL D U L L O L S O N W E E K E S Phase 11 CONSTRUCTION ADDITION / REMODEL PHASE 1 date 1July 08, 2004 j project # 103021 b it / Tigard - Tualatin School District Address: 6960 SW Sandburg St. RS ■ ® 7 1 i 8 ard, Oregon 97223 -8039 319 SW WASHINGTON ST #200 PORTLAND, OR 97204 '•03431.4000 P 503 226 6950 f.. 503 273 9192 i w..w eowa..om ND432.00 .; . ,-1 93 HOLE' i • 'W4 1 , , . • - AT HSS FACE , r , • 1"0 HOLE AT ROD C.:17. I. no r ... . , E_B 1 I�I TYP. (E) 8" CONC. WALL • 3 SIDES 1 /4 I SECTION A -A PL 1 /4 CAP 1/4 V <TOP & BOTTOM \rzz 1/4 k <EACH SIDE 4 I I W W I I lV U U L L I I 1' -0 "f I- F- I I 2'' CEILING Ct D I .( / 2 ° A I I A HSS 10x4x Ai I I + _ EACH SIDE OF WALL O c 0 1 1 N I N I _ _I I �— \ 0I 1J0 \ 1 1 -- - N L4x4x1/4 1 I w/ 5 /8 "0 EXP. ANCHOR 1 I 1 I U IV I HSS 4x4x 0 1 1 EACH SIDE OF WALL II I I 5 /8"0 THREADED ROD I I THRU CONC.* WALL I I ;; ii s - RUCTURA I I It 1 /2x4x0' -6" PROFFs \ 1 1 NON- SHRINK GROUT �1G1 NEED 0 1 I I ` 7159 /41/ 1 1 o k S.O.G. q< L Goci 3ETAIL _ (EXPIRATION DATE: 6 -30 -051 3/4"=1'-o" architects pc TIGARD HIGH SCHOOL I D U L L O L S O N W E E K E S Phase 1 CONSTRUCTION ADDITION / REMODEL PHASE 1 date 1July 08, 2004 project # 103021 II 41 ' I- Tigard - Tualatin School District �j Address 6960 SW Sandburg St Tigard, Oregon 97223-8039 RS . ® 8 319 SW WASHINGTON ST N200 1 PORTLAND, OR 97204 503.431.4000 f 1 503 226 6950 f 503 273 9192 www ND432.00 ll . `II 111 1 . E —B PHASE 2 PHASE 1 • (E) 8" CONC. WALL f2 3/8x8x1' -0" • EACH SIDE 1 /4 1/4 L. HSS 1 ox4x TYP. 1/ V EACH SIDE • i ♦1? 3 /4x8x1' -8" TYP.> \ ,( CEILING 6" 8" 6" ±I N GRIND WALL EDGES TYP. FiUCTU� DETAIL I \ *o PROFF 3 /4 _1 411-___2411 w � 0 GI NE. 715• 4 /. OREGON J ‘‘.3s G4 Y 16. \-c' Qv -9� L GO 'EXPIRATION DATE: 6 -30 -051 architects pc TIGARD HIGH SCHOOL D U L L O L S O N W E E K ES Phase 11 CONSTRUCTION ADDITION I REMODEL PHASE 1 dateJuly08,2004 �� /i project # 1 03021 1,014c I. Tigard - Tualatin School District Tigard, Oregon 97 2 St. �� ■ Tigard, Oregon urg St. 39 319 SW WASHINGTON ST #200 1 PORTLAND OR 97204 Address. SW Sg 503.431 4000 ND432.00 ( 503 226 6950 f 503 273 9192 1 www dowa com - LLV .; fie' .t t wsiS 3 " F Lr 4i� - :K*;:fi 1 Z., ° {.. t = x^ , ` 1- q• . g,,. - . . . - ' iii ". . :�".'� .s :� ' t Gw...�"�C 47 ..,r �' °� .:'w , :.:�.:���.�'.r f �:�s',� �'� ;'���` ➢ �� '4 ;�' ,�'�;k�'i r'�;,, r�;•;.�r,:.. "�r . • 1 EACH END. L8x4x1/2 L LV. ,'r-; . . B + • .:, g 1 :' : L8x4x °` 4 ,4; r ., .41 . 4; , , ,, . , 8 .. T.O.W. L4x4x3 N 2 „ •�' Z /8 _ (7.2: 'I _\_ -:. I E -B 4 \ \ - A N 2 SIDES - w EDGE OF _ 1/4 V \ L6x4x LLV TYP Q OPENING \ COPE HORIZ LEG 1 /4 d ! 1' -O" '1 N (3) 5 /8 "0 EXPANSION ANCH ELEVATION B -B PLAN RS 1/4 , 11 E -B 1/4 I TYP AT MIDDLE OPENING L8x4x LLV • �� L6x4x LLV A _� I / $ y � 1 1 �� . T•�•W• \ 1_ 1 \ 1 1 1n I L c0 -I- I. \ -H C::;:. I 1 1/4 TYP + 1 It 3 /8x4x8 NS _ I ' \ 1 It 3 /8x8x8 FS I I It 3 /4x8x11 SECTION A -A (2 LOCATIONS) -\-- 101/0 40 1 - cRUCT 7 _ H SS Q�� ` SEE 12/S6 0 4 / EQ / EQ / EQ / � ���1GI N� 1 -0' S -0"± OR 7 -0"± 1 -0 " 1 9�, 7159 4e, / / / / OPENING 11 11111111 - ` / NORTH ELEVATION OREGON (3 LOCATIONS) 0 Je'4) -- 19n~ Pv 1413 L 00 -s° 3 - _ TAIL EXPIRATION DATE: 6 -30 -051 3/4"=1'-o" architects TIGARD HIGH SCHOOL D U L L O L S O N W W E E K E S Phase 11 CONSTRUCTION ADDITION ! REMODEL PHASE 1 date I July 08, 2004 \ //. project# 1 03021 1/4 i Tigard - Tualatin School District j � j Address. 6960 SW Sandburg St `p�� Tigard, Oregon 97223-8039 y 1 319 SW WASHINGTON ST. #200 PORTLAND, OR 97204 503.431.4000 r 503 226 6950 j 503 273 919 www dowel corn N D432. 00 :, E —B FILL VOID WITH NON- SHRINK GROUT L8x4x LLV L6x4x LLV I I 1/ I I III 111 3/4x8x10 2 PLACES name i C 1/4 , 1 /4 V I � SECTION A -A NOTE: SEE RS.10 FOR ADDITIONAL INFO 5 - TRUCTURq PROF F ss i t yGl NE,4, , 7159 DETAIL OREGON 3/4"_i J G iY 16 N.9 Qv yZ L GO �G� (EXPIRATION DATE: 6 -30 -051 I architects pc D U L L O L S O N W E E K E S TIGARD HIGH SCHOOL Phase 1 CONSTRUCTION ADDITION I REMODEL PHASE 1 date July 08, 2004 project # 103021 . \. r y 1- Tigard - Tualatin School District Address. 6960 SW Sand burg RS .11 Tigard, Oregon 97 972233 039 319 SW WASHINGTON ST #200 PORTLAND. OR 97204 503 431.4000 ND432.00 a , - 503 226 6950 j 503 273 9192 wwry do wa.com 1 f , ,t P f. N ® RS • 13 STEEL JOIST TOP CHORD - 1 /2" SHAPED f1' (2) 1 /2"95 ERECTION BOLTS SEE RS.13 3 /4x4x0' -8" CAP ft I 3" STEEL DECK }/4 l 127' -11" BOD \ .a ?N . ra ro as ci A 2" W12x26 I it 1/4 V 3 /4x6 1 /2x0' -8" CAP ft • 1/ D • 2 SIDES> 1 / 4 > 1 /4 Cr:: it 3 /4x8x0' -8" NS © JOIST I —I it 1 /2x4x0' -8" FS , o ` 40 JOIST GIRDER W8x31 COLUMN 3 /4x4x0' -8" STABILIZER it DO NOT WELD TO GIRDER 6I RUCTURA4 k0 PROF ` � NE4, ,0 a 75An DETAIL f r. C - OREGON 3/4"=1'-0" J 0 ..p G l P 16, 1�� P" 4 4° L G OG j * IN RESPONSE TO CONTRACTOR RFI # - IF_XPIRATION DATE: 6 -30 -051 architects TIGARD HIGH SCHOOL D U L L O L S O N W W E E K ES Phase 2 CONSTRUCTION '- - • . ADDITION / REMODEL PHASE 2 date July 12, 2004 . / project # 03021 1 1/11 , 4 1; Tigard - Tualatin School District Address: 6960 SW S St Tigard, Oregon gon 972 23 -8039 R S ■ 319 SW WASHINGTON ST 0200 PORTLAND, 00 97204 972 503.431.4000 r 503 226 6950 f 503 273 9192 www do wa.com ND432.00 ,141,' . g .VPI *ys`; ;;Y Q'Ci�+ g , ', :,�'-`' i ✓- ' q^?.. .,�. T .< r as aa� - 3'x;�y' ; ,5tw:^ t 5?,"r, -_. ' _: ° ;" , '''' ..- fi t -.',•-•••.•' 1, ..�`� �.+� -. ; W S }�• i }.. ,'�a?:t'.. �fis �+',':P. �t- „n n�. �s��`,;. d =*.t`.n,1M'!�ry'�: .'.• - 12X26 }' : •�::;r -', tr., - a,tL:.,<r< fir, ' ,, : -,,. ' ,, , , • re T . -..■=1 MEZIEWP 410 - 16K STEEL JOIST III \ WI 2x19 PLAN 40” JOIST GIRDER 3 " 127' -11 "� 3" STEEL DECK BOD 4 ■ k „ ii m mj I W12x19 C 16K STEEL JOIST w /TOP CHORD EXT SHAPED ft CUT FROM ft 1 /2x9x1' -0” w/ 3 /4x8x0' -8" STABILIZER Ft (3) /s "� BOLTS DO NOT WELD JOIST (2) 3 /4" ERECTION BOLTS GAGE = 5" W8x31 COLUMN Y. StRUCTUR4 40" JOIST GIRDER ���D I 75! /_.: ,... DETAIL • — OREGON 3/4 "_ 1 ' _ Q " • °9 1 Q v 414 ° L GO,G * IN RESPONSE TO CONTRACTOR RFI ## - (EXPIRATION DATE: 6 -30 -051 architects p` D U L L O L S O N W E E K ES Phase 2 TIGARD HIGH SCHOOL I CONSTRUCTION • ADDITION / REMODEL PHASE 2 datelJuly12,2004 \ - � j; project # 103021 1 4 - r Ti and - Tualatin School District � j/ Address* 6960 SW Sandburg St. Tigard, Oregon 97223-8039 RS .13 319 SW WASHINGTON ST. #200 I PORTLAND, OR 97204 503 431 4000 50 1. 3 226 6950 j 503 273 9192 I www down coat N D432. 00 -::,-.2;:._ ` �3LiPs' � '} �'`ti � _eyt3 . t t �, t ���,1„w��s�l�+��' g M� . i { ���. 5E4 . 4.- '�f,4�['a -- '- - . O c : 5.4 ,>R S?b . �4 S 1 • ., - nom_ - a .; l. } � �'� •e' - • :3 x - .Mi 0.1 0.8 0 0 0 4 " 4.7 ® 6 6.8 U. 8 9 / : - W16x26 TYP t 1 —STEEL JOIST TYP S6.0 118 —5 II - II - EL - � " 3" STEEL DECK B.O.D. W16x26 1 W16x26 I W16x26 1 Y I W16x26 w W16x2 W16x 6 a 26 ilk .gyp C3 C3 C3 C3 , CO S6.0 c. I,. • . "" 4 C_3 C 3 c_ �D r_3 c 3 N c_3 j i , RS 3 S6.0 - " co S1 co RS18 - 16 ao S6 0o co 800S162-43 STEEL STUDS ©16 o.c. N 13 •R7 N N I N I N 3 / S4.0 3 © ® NEW 3 ' 3 BASEPLATE 105-0" Tom• 3" STEEL DE K w 3 OPPING SLAB F.F. _ — — - — — — it, 10" CONC WALL I w ' I W16x26 :1 W16x26 W1Ex 6 .16x26 co 100' -0" F.F. 4" CONC SLAB _ . $ 99 —0" T.O.W. I I +�` LS‘ X c., A o0 I x +� 8" CONC WALL 8" CONC WALL I I I S3.3 sr 3 I I 92� -6 "f _ 4" CONC SLAB iii I - - - — RS.14 1 1 , I I\ 'I I " GRADE BEAM 3 © 7/23/04 I I 1 —6 r ✓ INF1LL 15 ®SIM S4.1 I / " I I / \ I I (E) OPENINGS S 3.3 SIM TYP 4 86' -6 "± I . I I I . f I ,� �, „ I f(5) #5 BEYOND EACH 3 3 FACE 2 WALL - LEVATI O N - G R I D LI \ E AA- REVISED 7/23/04 . I 1/8 " =l' - o" BF -10 3 S tRUCTUR,4 4. 0 PROFF oGI N • 4 , 4 111. C : 4 c"< OREGON C JG4k/6. V:3 i l !EXPIRATION DATE: 6- 30 -051 architects D U L L O L S O N W pc E E K E S TIGAI D HIGH SCHOOL Phase2ICONSTRUCTION ADDI / REMODEL PHASE 1 datelJuly 23, 2004 I project # 103021 • • 4/11 1 Tigard ; Tualatin School District Address: 69 rd, Sanburg 3-8039 - RS.1 A Ti ar o 9723 R f. 319 SW WASHINGTON ST #200 I PORTLAND, OR 97204 503.41 4000 I 503 226 6950 J 503 273 9192 1 www d awa cam ND432.00 9 - cBUCTUnk �,. _ - \*!, PRO, - ' AA c, • A, .... , / 1 ' ," 4" m OREGON --„ w X0 9 X 4 /6, L`6 Pv - #4x1' - 6" EPDXY ANCHORS =4 44 b L GOIG I ®12 "o. c. ALL AROUND EDGE OF (E) OPENING \r 'EXPIRATION DATE: 6 -30 -051 1 4" CONC. SLAB o (E) 8" CONC. WALL \ 100' -0" , 0 #5 ®16 "o.c. VERT. I • EACH FACE I I I � . . I " " _ 4 // // #5 ®16 "o.c. HORIZ.- �� EACH FACE Q J • " I / 8 / (E) CONC. SLAB 4" CONC. SLAB N / 8„ / I \ 1 92' -6 "± 4 . .. j.. . g.... jc • #3 ®12 "0. c. 15 -(4) #5 S4.1 SRS 3ETAIL • 5 1/2 „ =1,_0„ archrtects pc D U L L O L S O N W E E K ES TIGARD HIGH SCHOOL Phase 2 'CONSTRUCTION ADDITION / REMODEL PHASE 2 date 1July 23, 2004 project # 103021 /OH / Tigard - Tualatin School District Address: 6960 SW egon 9 rg St RS .15 319 SW WASHINGTON ST #200 PORTLAND, OR 97204 Tigard, Oregon 97223 -8039 1 I 503 431.4000 l r” 503 226 6950 [ - 603 273 9192 wxw doo.o con, ND432.00 s ac F UCTUf V , • O 1 AA L '4/ OREGON /1' —CI, 9 0 - ° Z p• . vzg1 Q y ___\/\___ �4 L GQ,� (EXPIRATION DATE: 6 -30 -051 • 4" CONC. SLAB (E) 8" CONC. WALL • J 100' -0" i F / 6" EMBED • #4x1 - 4 " EPDXY ANCHORS ®12 "o.c. LOCATE AT MIDDLE OF PIER WIDTH • (E) CONC: SLAB 4" CONC. SLAB —\ 'i ti e , —m 92' -6 "±4 . #3 ©12 "0.c. 15 / i(4) #5 S4.1 (:' 91— TAIL 6 / 1/2 „ : ___, , _ O „ • architects pc DULL OLSON WEEKES TIGARD HIGH SCHOOL Phase 2 'CONSTRUCTION ADDITION I REMODEL PHASE 2 date Jul 23,2004 project # I 03021 • If)" ' Tigard - Tualatin School District Address: 6960 SW St �� ■ /'e Tigard, Oregon egon 9 9722 23 -8039 319 SW WASHINGTON ST #200 i PORTLAND, OR 97204 503431 4000 1 503 226 6950 [ 503 273 9192 www.dowo co,,, ND432.00 „. " :. ' 9-�RUCTUIgq� Ar ;. ,..1 AA ' � PROT ' /1, -0 -4, �� S 1y 'a 4" CONC. SLAB --v'-- (E) 8” CONC. WALL `C .- 4 / /-/ • ' EG •�� \ 100' -0" 9 6‘,.$) `6 4 ° �/ 16, 41110 I 44 O L GO,G� (2) #4 CONT. \ (EXPIRATION DATE: 6 -30 -051 (2) #5 AT T.O.W. • • FILL VOID WITH STYROFOAM (CONTRACTORS OPTION) 8" CONC. WALL , • #5 ©16"o.c. HORIZ. I 4" / / lo . -- (E) CONC. SLAB \ 92' -6 "± e i o #5 ©12 "o.c. VERT. • #5 ©12 "o.c. VERT. ' 10 a � - Q #5 ©12 "o. c. . , TOP & BOT cD (7) #5 CONT. N 0 • 86' -6 "f 1 / 3' -8" 8" ///'- 1 9ETAI L- REV( SiD q . 1 /2 " 1 - 0 " RS17 O architects TIGARD HIGH SCHOOL I D U L L O L S O N W E E K E S Phase 2 CONSTRUCTION ADDITION / REMODEL PHASE 2 date Jul 23, 2004 bill /r project# 03021 Tigard - Tualatin School District Address. 6960 SW rg St ■ Tigard, Oregon egon 9 97223 -8039 319 SW WASHINGTON ST #200 I PORTLAND, OR 97204 503.431 4000 I ND432.00 1 503 226 6950 f 503 273 9192 1 www dowa com ( , ...'�... ...- r.. r: x. uh;!. tf4," u. Sw' 3d?SrdS4 >•.t,Ra�::: «:.4x.,;• ri : Fx�....,,+;, •;.- �.�eR „. .. ' ■ ''' '1, ' * .'' 1 )'V'`. li; 'u';{ ! : r ; r:, ' "F. ' „ r /.iP*tN. . ;•r• 1 Vp� • ., � : AA .,�,fi( w�,. t.,. �� •• W8x28 COLUMN — l' ii' ♦ — \ 100' -0” i 4 ,/ . /, S I - OREGON 40 O I °1) l Yls . i Q. T ` T G� iii \ �Z b L G G'( • 'EXPIRATION DATE: 6 -30 -051 A j +^ SEE 13/S4.0 FOR BASEPLATE 1 . (E) 8" CONC. WALL • NOTE: SEE 1/S4.1 FOR ADDITIONAL INFO. 1 (E) CONC. SLAB • 92' -6 "± / 1 ' - (8) #5 VERT. 2 #3 CROSSTIES k CLR. ©12 "0. c. , TYP. Q i #3 TIES ®12 "o. c. I N SECTION A —A �— 0 \ • 86' -6 "± . ir 2 DETAIL —R —VISES 4.1 1 /2 „ =1 - 0 „ RS18 .`. arc ltects pc DULL OLSON WEEKEs TIGARD HIGH SCHOOL Phase2ICONSTRUCTION ADDITION / REMODEL PHASE 2 date I Jul y 23, 2004 project # 1 03021 1"11 ' Tigard - Tualatin School District ' . Address 6960 SW Sandburg St. RS a 18 egon egon 9 97223 -8039 " "- n 319 SW WASHINGTON ST #200 I PORTLAND • OR 97204 503 431 4000 ' Sc,,,, I. 503 226 6950 f 503 273 9192 www aowa cam ND432.00