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Plans • UCTU L-14,5-0 c77 PROO7 /C/ a / 71// `r • O 8" WALL PANEL 'EXPIRATION DATE: 6 30 -05 \ 2' -0" ANCHORS @24 "o.c. 1' -6 LAP 4" SLAB w/ SEE 16/S4.0 / / #3 @18 "o.c. EACH WAY 5" SLAB w/ #4 ©24 "o.c. EACH WAY CONSTRUCTION JOINT • NOTES: FOOTING SEE 16/54.0 1. JOINTS IN 4" SLAB PER ARCHITECT. 2. SIZE OF JOINTS IN 5" SLAB PER CONTRACTOR. JOINTS TO BE COORDINATED WITH PANEL DIMENSIONS. NO JOINTS UNDER: PANEL. � A D TAI � S AT P- UE F R 2 3 /4 "= 1'" -0" D U L L O L S O N W E E K E S TWALITY MIDDLE SCHOOL phase' architects pc ADDITIONS & REMODEL 2004 date 1July1,2004_,_ ,_ praiect f ND433.00 _ bill Tigard - Tualatin School District Address 6960 SW Sandhurg St. RS 12 Tigard, Oregon 97223 -8039 are SW wrssir , crcD sr /UEL , ORn,nrvD oR e7a64 503431.4000 r 5G3 126 6450 1.503 3'3 519 `um ./. ss RUCTUA, k P P'RD FFss i , 0 4 1$f ' . ECON Qo f ° < r 16 1 9` ` ~ �Pti 4140 L G, T (EXPIRATION DATE: 6-- 30--05 (2) #4 TYPICALN ( JOINT 2" GRAVEL FILL \ . -KEYED JOINT N N N N VAPOR RETARDER 4" CONC- SLAB w/ #3 018 "o -c. EACH WAY • • 7 ------\ \__ / 8 ,. ,. / 8 / 5" CONC. SLAB w/ #4 024 "o.c. EACH WAY NOTES: 1. JOINTS IN 4" SLAB PER ARCHITECT. • 2. SIZE OF JOINTS IN 5" SLAB PER CONTRACTOR. JOINTS TO BE COORDINATED WITH PANEL DIMENSIONS. ' NO JOINTS UNDER PANEL. /'--\ RS R \ S_AB DiTTAI S 13 3/4",1'_Q" � � O L S O N WEE K E S TWALITY MIDDLE SCHOOL PnaseI ADDITIONS & REMODEL 2004 datelJuly 1, 2004 kin 1 Project q ( N0433.00 Tigard - Tualatin School C O istrict Address: 6960 SW egon 972 3 - 3:9 SW WASHINGTON ST. 4270 � PORTLAND, OR 9720•; 5 0 3 43 , Oregon 97223 -8039 02 220 0950 so 272 9j ' 503 d31 4000 �_ Ju i. . c rr ' `<< : ,c"r �= (� ,; _ . , w ,W,,, , L� , S 2739192 ,..0. , 9 Y 20 0, , 0 9 ' 2 A 1;' ` 18 r.., ;.s"':- ', - � ` , "J 503 P.02 /02 o o �,' ,, r� X- I R7 .DEAN ���, 4 , , ,. j D�WA �J 003 3'- O "o: c, L6x3 /2x /16 LLV I 4" MAX L4x3x LLV Y li 5 /8 "0 EXPANSION I ANCH J /i6 AT OPENING -- - - No -- WHERE REQ • 6" 2'- 0 "o.c. 1 2'- .O "o.c. 8" 8y In TYP MAX ' MAX MN MIN NOTES: ANGLE LENGTHS MAY VARY. it USE MINIMUM 2 ANCHORS PER A GLE (E) OPENIN CO WALL WHERE NG I OCCURS NC • S% A -A (E) 2x6 WAIL 1 "x20 GAGE B- FORMLOK VERCO I STEEL DECK w/ 3" TOPPING SLAB #3 @18 "o.c. EA WAY 4" SLAB w/ 4 PER SHEET> 5/8 U #3 0123 "a.c. EACH WAY 4 1 00' -0" --.11 0.1 A , 2 „ , ,S - a v 3, 1 / M NOTE: USE DETAIL SHOWN A �4" SHOWN AT OPPOSITE SIDE BEYOND STUD WALL L6x3 /16 LLV ``� #3 EPDXY DOWEL5. \\ i w/ /8 "o EXPANSION ANCH 018 "o.c. 5 ® .c. MAX. 8 " ■ EMBED = 51/2 ( 8" CONC WALL - \ 4'-D"± $" , 0.0 PROi: : 1,0) ! . 1 n 0 REG 100:k. _ �Q�0 I (E) TUNNEL / V � I 1 111 T. 1) - I '� 'EXPIRATION DATE: )2.31• -05 RS SLAB IDETAIL AT TU \ \EL 1 4 I /4"=i'-O" D U L L O L S O N WEE K E S 1 TWALITY MIDDLE SCHOOL ,_ phase architects pc ADDITIONS & REMODEL 2004 __ daze {July 13, 2004 • 1 lect # it0433.00 : if Tigard - Tualatin School District _ 1 TOTAL P.02 r' RUCTUN,g PROT • C oRfiGOTS t 9 �4h e, ti��, Q v ° L. G , O .G ) !EXPIRATION DATE: 6 -30 -051 (E) L3x3 ANGLE AT PIPE HANGERS 3' -0" MAX L6x3 LLV 1 Y2 5 /e "0 EXPANSION ANCH 1, 6 2'- 0 "o.c. 2'- 0 "o.c. 6" I — \ / 8" Jr TYP MAX MAX MIN # \ L 8" (E) OPENING IN CONC WALL MIN z x — Q ° o CV L3x3x 3' -6" w/ (2) 5 /8 "0 EXPANSION ANCH * \ COPE LEG 6" AT TOP 14 NOTE: SEE RS.14 FOR ADDITIONAL INFO Rs LEGER DETAIL AT TU \ \EL. 1 6 3/4.._1._0" 01111DULL O L S O N W E E K E S TVVALITY MIDDLE SCHOOL phase !CONSTRUCTION architects pc date�July19,2004 ADDITIONS & REMODEL 2004 ✓ /jam. project# ND433.00 Tigard - Tualatin School District Address: 6960 SW Sandberg St. R S 16 Tigard, Oregon 97223-8039 319 SW WASHINGTON ST. 6200 PORTLAND OR 97200 503.431.4000 '' 503 226 6950 f 503 273 9192 ww...down tom