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13500 SW HALL BLVD-15 7 PHASE, 3 WIRE + GRGUND 3 PHASE, 4 WIRL + GROUND COMMUNITY ROOM LIBRARY - - (CURRENT CARRYNG NEUTRAL) -- - - - - -- ------ - ------ — - - - — - AMPS MARK CONDUIT SIZE PHASE GROUND MARK i ONDUIT SIZE PHASE, NEUTRAL GROUND CONOUCTGPS CONDUCTORS 20A 1A 1/2" 3-#12 1-#12 1B 1/2" 4-#12 1-#12 30A 2A 1 1/2" 3-#10 1-#10 26 1/2" 4-#10 i-#10 �,HU-1 ANU- 40A 3A 3i4" 3-18 140 3B 1 -- 3/4" 4-#8 �t ] -#10 - 50A 4A 3/4" 3-18 1--#10 46 1" 4-#6 1 -#10 60A 5A 3/4" 3-16 1- 10 5B 1" 4-#610 70A 6A 1" 3-#4 1-#8 68 1 1/4" 4-#4 1--#8 3 3 80A 7A 1" 3-#4 1-#8 1 7E 1 1/4" 4-#3 1 -#8 90A 8A 1 1/4" 3-13 1--#8 8B 1 1/4" 4-#2 1 -#8 ROOF 100A 9A 1 1/4" 3-#3 1-#8 9B 1 1/4" 4-#2 1-#8 _.� ----—---- ------- - - ------ ---- --- - - ---- - --- ---- - - ------- --- - --- - -ROOF 1 1 CA 10A 1 1/4' 3-#2 1-#6 108 1 1/2 4-#1 1-#6 rp 125A 11A 1 1/4" 3-11 1-#6 11B 1 1/2" 4-#1/0 1--#6 T h15K'/A 150A 12A 1 1/�" 3-#1/0 1-#6 12B 2" 4-#2/0 1 #6 , 175A 13A 1 1/2" 3-#2/O 1-#6 13B 2" 4-#3/0 1-#5 16A 14A (56 2A ) 200A 14A 2" 3-#3/0 1-#6 148 2 1/2" 4-#4/0 1-#6 - 225A 15A 2" 3-#4/0 1-#4 15B 2 1/2' 4-250kcm 1-#4 ) 25CA 16A 2" 3-250kcm 1-#4 15'- 3" 4-35Ckcm 1-#4 O 300A 171 2 1/2" 3-350kcm 1-#4 178 3 1/2" 4-500kcm _ 1- #4 1 1 .pL4 350A 18A 3" 3-500kcm 1-#3 18B 2x[2"] 2,([4-#3/0j 2x 1 -#31 400A 19A 242"] 2x[3-#3/,,] 2x[1-#3] 196 242 1/2"] 2x[4-#4/0] 2x[1 -#3] i I 450A 20A 2x[2."] 2x(3-#4/0 2x[1-#2] 1 20D 2x[2 1/2"] 2x[4-250kcrTi] 2x[1-#2 " 6A 500A 21A 2x[2"] 2x[3-250kcm] 2x[1-#2] 1 21B 3x[2"] 3x[4-#3/0] 3x[1-#2] 600A 22A 2x[2 1/2"] 2x[3-350kcm] 2x[1-#1] 228 2x[3 1/1 ] 2x[4-500kcm] 2x 1--#1 t2A 26 600A 23A 3x[2"] 3x 3-#3/0 3x 1- 1 236 3x[2 1/2" 3x[4-#4/0] 3x 1-#1 A 700A 2 4 A 2x[3"] 2x[3-5OOkcm] 2x[1-#1/0] 2d2 3x[2 1.72"1 3x[4-25Okcm] 3x[1-#1/0] 800A 25A 3x[2 1/2"] 3x[3-250kcm] 3x[1-# /0] 253 3x[3"] 3x[4-35-)k_mj 3x[1-#1/ MCC-A L2 P2B 28 30AMP 07A 7A 15B 11A AUTOMATIC 01 PROvIDE K'N/KWH DEMAND SUEMETER. TRANSFER O ("1 SWITCH (D �R DISCONNECTING MEANS WITH INTEGRAL SW" I OR TO AUTOMATICALLY DISCONNECT POWER 0 1,,ACHINE ROOM ,� I 22A 158 158 26 L( SENT PRIOR TO DISCHARGE OF WATER. AHU CONTROL PANEL, PROVIDED WITH EQUIPMENT. 0 PROVIDE 100% RATED SERVICE ENTRANCE CIRCUIT CFF-`,KFR. o SPACES 05 PROVIDE #3/0 BARE COPPED; GROUND CONDUCTOR. (3)225A 80A � 80A � 225A � 125A � 600A � 225A � 225A � 225A � 1 c ^� AHU-3 © PROV DE #3/0 IN.ULA-;�D COPPER GROUND CONDLCT01'. — 800A, 480/277V, 3PH, 4W 2 MAIN 2nd FLOOR E8.1 GROUND BAR \3 3 GROUND BAR IN ROOF E8.1 TELECOM ROOM SECOND FLOOR 6A TP1BA 6A TP1A TP1C 45KVA 45KVA 75KVA lOAJ T _ T _ T TPCR 128 126 15B T 30KVA 256 7B 4� � 0 O) o) o) o) F F PCP, P1BB P18A L1 PTA PTC 7 " MDP-A COFFEE 8COA, 480/277V, 12B SHOP 3PH, 4W. U 5 � — -' SERVING UTILITY METER ELEVATORS (25HP EA) 8880 2CKW EMERGENCY GENERATOR (NATURAL GAS) LIFER GROUND -G- MAIN /480Y/277V) 2 O CROUND BAP, IN CT E8.1 STORAGE ROOM OTO GAS PIPING —G EPM 5 TO COLD WATER PIPE SERVING UTILITY TRANSFJRMER (5 TO BUILDING STEEL a 3 GROUND BAR IN G G - CONCRETE PAD PER E8.1 TELECOM ROOM 6 5 T PGE REQUIREMENTS MAIN 1st LEVEL 2 GROUND BAR E8.1 FIRST FLOOR FIRST FLOOR [ GROUND I I I I I L--------------------- ----------------------------� I GROUND BUS iN MDP -- I f (2) 4" PVC L--- ------------------------------------------------------- -------- ---- ---G--- --------------------------------J /J — , CAP FOR FUTURE EXPANSION 5 GROUND ROD (TYP.) J L-(5) 4" PVC - 4" FVC TO EXIS I ING PGE iULT. SEE SHEET EO.3. � Ih ONE — LINE DIAGRAM — ELECTRICAL E7.1 SCALE: NONE Revisions Date thawing Title 19 May 2003 S R G PARTNERSHIP P INC �� PR Project 2216 ELEONE-UNE DIAGRAM Project N0 T N E R S H ®i New Tigard Library �' 8608 606 S.M. M Aveoue /� Portland. Oregon -� Consultant Protect Nc ARCHITEcrURE PLAN14ING INTERIORS 97204-zeta Construction Documents (�� [ (�/ 603'04-2921 'V' OREO Drawing No /�- P.tE Cansult.ing Engineers Inc. Fax 503.226.2930 Drawn by �C 'c , ��g1`=' ��' TGN 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 ), 1 Tigard,Oregon FRT A S`a Checked by 1 T:503.222.1917 F:503.294.0272 www.srgpartnerghip.com -- OMB 0 ExPIRES 6-]0-04— Flail Blvd.13500 BUP2003.00211 1 of 125 ,..na1L.�.»..sxAkl.uY3'- . a r.. #.•.,awr-. .r - a:.,.,+,q+..- .... .......; NO-1 ICE IF THE PRINT OR TYPE ON ANY III III III 11, 11 1 11 I I I c III I III I I I III IIII III 1 I I l i I III III IIIIIIII III IIII'11 III III III I 1 1 1 1 III IIIIIIII III IIIIIIII III 11 I I 1111 11 111 I 11fiIIII11111111�1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, LI I1� II I �I I I - I _ L. .�1._- . — !L- --- - �- -"�--- — - I I IT IS DUE TO 1 HE QUALITY OF THE _ _ _ _ ""'6 ORIGINAL DOCUMENT S 98 �T B]T LT 9�'11117 4t 11r 8�� L�I Tau« L IIIIIIIII IIIIII 11 lll�llllllllllll�llll IIII�IIII�IIII!IIII Illllllllllllllllll�illf IIIIIIIII IIIIIIIIIIII1 II8IIIIIII IIIIIIIII IIII IIIIIIIII1111 I IIII IIII IIIIIIII!Ill111llllllll�l llll�lllllllu�llil�lill�llll IIII�IW 1l�lul ll►i�llll ullllllllllllllllllllllllllll x: r COMMUNITY ROOM LIBRARY COMMUNITY ROOM LIBRARY AHU-2 AHU-1 AHU— ROOF ROOF ATS P P H I IDE ROOM I ANN FI ECTRIC�. IIi 1 C. F F SECURITY PANEL SE( �' PANEL FIRE ALARM —" • PANEL a I AHU-3 R P = AHU-3 i ROOF SECOND FLOOR ROOF (3)4"C• _ — -- _ SECOND FLOCR T— -- ----— —— - --- — -- _-- - - - - -- — —1 STORAGE ALV ROOM IDF ROOM (3)4"C. { AHU-1 1 CABLE TRAY ! R Fs T, H i R R HT5 H t PROVIDE 11/2" INNERDUCT WITH PULLSTRIP. SECURE TO CABLE TR;", r 4 RACK R F F F F F P _7 1 CABLE TV 1 AHU— 3 CABINET t IR 5 i r I Y (2)2"C. FIRST FLOOR FIRST FLOOR FIRST FLOOR T1 f-1- 1 FIRST FLOOR L_ _J I I I I II I _J I L_ 1 — ------------------� I I I L-------------------------------------------------------J I I I I L ----------------------------------I I (1)4-PVC I I I SEE �------------�----------------------------------J I SITE (3)27PVC TO CABLE TV/PCN SERVICE/SPARE PLAN -——————————-- -----------------------------------� (2)2-PVC TO LIBRARY TELECOM/DATA/PCN SERVICE NOTES: NOTES: �l FOR FIRE SMOKE DAMPERS (ONE PER AIP HANDLER SYSTEM). Ot PROVIDE 12"x12"x6" JUNCTION BCX (FOR CABLE TV SPLITTER). FIRE ALARM ANNUNCIATOR PANEL (IN LOBBY). (3 FIRE ALARM BELL (PROVIDED BY DIVISION 15 AND CONNECTED DIVISION 16). 0 CONNECT TO 120 VOLT EMERGENCY CIRCUIT. f 0 PROVIDE (2) RELAYS AT EACH ELEVATOR CONTROLLER, ONE FOR PRIMARY RECALL AND ONE FOR FOR ALTERNATE RECALL. y. ti ONE - . INE DIAGRAM - FIRE ALARM 2 ONE - LINE DIAGRAM - COMMUNICATION 1 E7.2 SCALE: NONE E7,2 SCALE NONE i I r Revisions nate Drawing Titic 14 May 2003 � PR� ONE-LINE Di.'lG[tAM y Project No +' SRG PARTNERSHIP INC ' v;`� � t N r /L 22t6 SIGNAL Bun S.N ;4d ilvannn New Tigard Library a 608 �y . � - l ou,u{ nl Ptnl Mill Portand, Oregon lb4? ARCHITECTURE PLANNING INTERIORS o;zna Construction Documents k [) h, n02L'-2421 s � n oTd�t'ln2 NO P:1E Consulting Engineers Inc, FAX son3.^216.00s0 TCN 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 , ��Q • 21, v�` I Tigard,Oregon �ipT A. `'J ct1��k�1 try E 2 T:503.222.1917 F:503.294.0212 www.srgpartnership.com 6a — DMB L� � r�5WS 6-30-04 Hall Blvd 13500 — -- BUP2003-00211 r 2 0l 125 NOTICE IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, II_I-I II—1 IIII I—III1J-1 III II—I IIII1II2I111 i IIII-II—I-I-I�I 11111 III I 111 11141[111 1--l— I—II I IIIlI_I I III III 1 1 1 1 1 1 I I I I I I I�jI III III i i i I I III III III I I II I I III III I I III III III V I I I til l M I I61_�. IT IS DUE TO THE QUALITY OF THE "°�0 ORIGINAL DOCUMENT �oS L 8�Zc LZ 9fZ �Z fllZ EZ ��Z 1[Z Z e[ t3[ L�i T 4�1[ tri ST Zt it ��t ��8 1 �8 LU11�1111191111!Li f�rS lllll1111ll111ll�111111111I111ti1111111N11 I30X PANEL, L1 0C DEVICE TYPE, Breaker ENCLOSURE NEMA 1 MAINS(A) MLO BUS RAT INO(A) 225 PANEL, CC OC DEVICE TYPE, Breaker ENCLOSURE' NEMA 1 MAINS(A)l MLO BUS RATING(A), 225 PANED EL OC DEVICE TYPE, Breaker ENCLOSURE' NEMA 1 MAINS(A)i ML.O BUS RATING(A), 30 LOCATION DEVICE FAMILY, Bolt On MOUNTING' Flush WIRING, 3-Phase 4-Wire WITHSTAND(A)I 22000 LOCATION( DEVICE FAMILYi Bolt On MOUNTING, Flush WIRING' 3--Phase 4-Wire WITHSTAND(A)I 22000 LOCAIION, DEVICE FAMILYi Bolt On MOUNTING, Flush WIRING' 3-Phose 4--Wire WITHSTAND(A) 22000 FED FROM, L1 BUS VCLTAGE 480/277 FAULT CURRENT(A) 14119 FED FROM, CC BUS VOLTAGE 460/277 FAULT CURRENT(A) 8839 FED FROM, E1. BUS VOLTAGE 480/277 FAULT CURRENT(A) 14910 CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND - NOTES DESCRIPTION CKT CKT DESCRIPTION NOTES DEMAND VA OC PHASE ❑C VA DEMAND NOTES DESCRIPTION CKT CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION - CKT CODE AMPS P AMPS P CODE CODE AMPS P AMPS P CODE CODE AMP:' P AMP. P COLE 1 EXTERIOR LTS -� �- Nt_Ighting 3245 20 l A 50 1 9184 Water Heater EWH-1 2 1 COMM MTG 100 LTG PNL NLlghtipig 490 20 3 30 l 4592 Water Heater EWH-2 2 1 LEVEL 1 E5RESS ZONE 21 ELlghting 1442 20 1 A 20 1 2542 ELlghting ZINE 15 - LEVEL 2 EGRESS 2 3 EXTERIOR LTS NLight,ng 3245 20 1 B 50 l 102204 Water Heater EWH-3 4 3 1. 490 B 20 1 320 NLlghting FLAG POLE ._TS 4 3 LEVEL I EGRESS ZONE 14 ELlghting 1450 20 1 B 20 11650 LLlghting ZONE 22 LEVEL 2 EGRES` 4 5 YOUTH 148 AREA NLlghting 1008 20 t C 50 1 9184 Water Heater EWH-4 6 5 490 C 20 1 0 SPARE SPARE 6 5 LE'JEL 1 EGRESS COMM MTG RM AR ELIghting 2195 20 1 C 20 1 1080 ELIgh+Ing ENTRY ZONF 11 6 7 LTG ZONE I NLlghting 3984 20 1 A 20 1 64 NLlghting ELEVATOR MACH RM a 7 COMM MTG 100 LIG PNL NLlghting 785 20 3 A 20 1 0 SPARE SPARE 8 7 ELEV EQUIP RM EReceptacles 180 20 1 A 20 1 662 ELioh.tlno EXTF.R117,1 fNlkY LI:: 8 9 LTG ZONE 2 NLlghting 3328 20 1 B 20 1 64 NLlghting ELEVATOR MACH RM 10 9 785 B 110 3 23390 NONE AHU-3 BUS 10 9 ELEV EQUIP RM EReceptacles 180 20 1 B 20 1 0 SPARE SPARE 10 11 LTG ZONE 3 NLlghting 3946 20 l C 20 1 1344 NLlghting YOUTH SER 148 12 !i 785 C 23390 12 11 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 12 13 LTG ZONE 4 NI-lighting 1280 20 1 A 20 1 1664 NLlghting BOILER RM 128 14 13 COMM MTG STOR/TOILET NLlghting 12£3 20 1 A23390 1. 14 13 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 14 15 LTG ZONE 5 NLlghting 2744 20 1 B 20 1 2688 NLlghting TECH SERV 130 16 15 SPARE SPARE 0 20 1 B 20 l 0 SPARE SPARE 16 15 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 16 17 LTG ZONE 6 NLlghting 352 20 1 C 20 1 0 SPARE SPARE IB 17 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 18 17 -ARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 18 19 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 20 19 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 20 19 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 20 21 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 22 21 SPARE SPARE 0 20 1 B 20 l 0 SPARE ::?ARE 22 21 SPARE SPARE 0 20 1 B 20 1 0 SPARE ISPAPE 22 23 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 24 23 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 24 23 SPARE SPARE 0 20 1 C 20 1 0 SPARE SFARE 24 25 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 26 25 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 26 25 SPARE SPARE 0 20 1 A 25 3 1976 NONE XFMR EP I'R, 26 27 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 28 27 SPARE SPARE 0 20 L B 20 1 0 SPARE SPARE 28 27 SPARE SPARE 0 20 1 B 1876 •' 28 29 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARL 30 29 SPARE SPARE 0 20 L C 20 1 0 SPARE SPARE 30 29 SPARE SPARE 0 20 1 C 1876 " 30 31 A 32 31 A 32a - 33 B 34 33 B 34 ALL. CONNECTED KVA AMPS M PHASE TOTALS VA AMPS BUS TOTALS KVI 35 C 36 35 C 36 TOTAL CONNECTED 16, 89 20. 3 ■ A-N 6658. 3 2 el CONN':CTED 16. r' y 37 A 70 3 7800 NONE XFMR PIA PRI 36 37 A 50 3 5914 NONE XFMR PCR PRI 38 TOTAL. DEMAND 16. 89 20, 3 ■ B-N 5118, 2 18. - DFMAND 16. 8i, f 39 B 7800 40 39 B 5914 40 TOTAL DESIGN 19. 70 23, 7 r C-N 5114, 2 18. 5 DESIGN 19. 7' 41 C 7800 - 42 41 - C 5914 - - 42 - -- - - --ALL CONNECTED KVA AMPS ■ PHASE TOTALS VA AMPS BUS TOTALS KVA ALL CONNECTED KVA AMPS r PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL CONNECTED 80. 45 96. 8 r A-N 2693Z. 6 97. 2 CONNECTED 80. 45 TOTAL CDNi,LU 717D 97. 24 117, 0 ■ A--N 35998. 8 129, 9 CONNECTED 97, 24 TOTAL DEMAND 77. 04 92. 7 ■ B-N 29773. 6 L07. 4 DEMAND 77. 04 TOTAL DEMAND 97. 04 116. 7 ■ B-N 30792. 0 111, 1 DEMAND 97. 04 TOTAL DESIGN 84. 38 101. 5 r C-N 23747. 3 85. 7 DESIGN 84. 38 TOTAL DESIGN 99. 37 119. 5 ■ C-N 30485. 0 110. 0 DESIGN 99. 37 1 PANED PIA OL DEVICE TYPE, Breaker ENCLOSURE NEMA 1 MAINS(A), 175A BKR BUS RATING(A)' 175 PANED PCR OC DEVICE TYPE' Breaker ENCLOSURE' NEMA 1 MAINS(A) 100A BKR BUi RATING(A) - 100 PANED EP OC DEVICE TYPEi Breaker ENCLOSURE, NEMA I MAINS,'A)- 60A BKR BUS RATING(A)- 60 LCCATIONi DEVICE FAMILYi Bolt On MOUNTING, Flush WIRING, 3-phase 4-Wire WITHSTAND(A)i 10000 LOCATION, DEVICE FAMILY, Bolt On MOUNTING, Fiush WIRING, 3-Phase 4-Wire WITHSTAND(A) 10000 LOCATION, DEVICE FAMILYi Bott On MOUNTING, Flush WIRING 3--Phose 4-Wire W I I I 1ST AND(A)1 10000 FED FROM, PIA HUS VOLTAGE' 208/120 FAULT CURRENT(A) 3377 FED FROM, PCR BUS VOLTAGE' 208/120 FAU! T CURRFNT(A) 1777 FED FROM, EP BUS VOLTAGE- 208/ 20 FAULT CURREt ,.J 1386 � PROVIDE ISOLATED GROUND CKT DESCRIPTION NOTES DEMAND- VA OC PHASE ❑C VA DEMAND NOTES DESCRIIII ION CKT CKT DESCRIPTION NOTES DEMAND VA ❑C PHASE OC VA DEMAND NOTES DESCRIPTION CKT CKT IDESCRIPIION NOTES DEMAND VA OC PHASE ❑C VA DEMAND TIC DES,:RIPTI(IN CKT f CODE AMPS P AMPS P CODE CODE AMPS P AM°S P CODE CODE AMPS P AMPS P CODE 1 OFFICE 140 NReceptacles 720 20 1 A 20 1 180 NReceptacles WOMEN 137 2 1 MENS 104 RESTROOM NReceptacles 180 20 1 20 1 720 NReceptacles COMM. MTG RM 100 2 1 FIRE ALARM 2ANEL - EEqulpnent 721 20 1 A 20 1 120 ELlghting ELEV P.11 ' I 2 3 STAFF 132 MICROWAVE NReceptacles 1500 20 1 B 20 1 180 NReceptactes STAFF TOILET 134 4 3 WOMENS 105 RESTROOM NReceptacles 180 2C 1 B 20 1 720 NR ceptacles COMM. MTG RM 100 4 3 SECURITY CNrL PNL EEqulpnert 721 20 1 B 20 1 1440 EReceptacles ELEV t,11 l' 4 5 STAFF 132 COUNTER NReceptacles 360 20 l C 20 1 180 NReceptacles MEN 136 6 5 STORAGE/JAN. NReceptacles 540 20 1 C 20 1 720 NReceptacles COMM. MTG RM 100 6 5 SPARE SPARE 0 20 1 C 20 1 180 EReceptacles I�LEV MACH k-, 6 1111 7 STAFF 132 RE'RIG NReceptactes 540 20 L A 20 1 540 NReceptacles CORRIDOR 129 8 7 COMM. MTG FLOOR BOX NReceptacles 180 20 1 A 20 1 540 NReceptacles A/V SYSTEM RM 238 8 7 SPARE SPARE 0 20 1 A 20 1 360 EReceptacles ELEV CAB PI' 8 i 9 STAFF 132 INSTA HOT (Water heater 750 20 1 B 20 1 540 NReceptacles CORRIDOR 129 10 9 PANTRY 102 COUNTER NReceptacles 360' 20 1 B 20 1 360 NReceptacles CONTROL RM 10 9 SPARE SPARE 0 20 1 B 20 1 120 EL ghting (ELEV I i I ! 10 11 COPIER Copiers 1200 20 1 C 20 1 360 NReceptacles OFFICE 131 12 11 PANTRY 102 GENERAL NReceptacles 360; 20 L C 20 1 360 NReceptactes CONTROL RM 12 11 SPARE SPARE 0 20 1 C 20 1 1440 ERecep•t�cic•s ELEV 1'j'I SUI 12 13 COPIER Copiers 1200 20 1 A 20 1 360 NReceptacles OFFICC 131 14 13 MAIN A/V JB NReceptacles 360 20 l A 20 1 360 NReceptactes MAIN A/V JB 14 13 SPARE SPARE 20 1 A 20 1 -HO EReceptaeles.l ELEV hACH kr' 14 15 CIRC. WK, RM 119 COUNTER NReceptacles 36C 20 1 B 20 1 540 NReceptactes OFF-CE 131 16 15 PANTRY 102 REFRIG, Kitchen Eqp 130 20 1 B 20 1 360 NReceptacles CONTROL_ kM 16 15 SPARE SPARE 0 C-'0 t B 20 1 ;GJ ERecepi• cles. ELEV Cr"k PWI 16 17 CIRC. WK. RM 119 NReceptacles 720 20 1 C 20 1 360 NReceptacles OFFICE 131 18 17 SPARE SPARE 0 20 1 C 20 1 180 NReceptactes 'WAP' RECPT 18 17 SPARE SPARE 0 20 1 C I 20 1 0 SPARE SPARL' 18 19 OFFICE 122 NReceptacles 720 20 1 A 20 1 540 NReceptacles OFFICE 131 20 19 MAIN A/V JB NReceptacles 360 20 L A 20 1 180 NReceptacles PROJECTOR 20 19 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARF 20 21 DCMATIONS 121 NReceptacles 9CO 20 l B 20 1 360 NRecevtacles OFFICE 131 22 21 SPARE SPARE 0 20 L B 20 1 180 NReceptacles ROOF TOP 22 21 SPARE SPARE 0 20 1 B 20 1 U SPARE `(PARI 22 23 NEW BOOKS FLR BOX NReceptacles 540 20 L C 20 1 360 NReceptacles OFFICE 131 24 23 PROJECTOR SCREEN NReceptacles 540 20 1 C 20 1 0 SPARE SPARE 24 23 SPARE SPARE 0 20 1 C 20 1 J SPARC �IARI 25 NEW BOOKS FLR BOX NReceptocles 540 20 1 A 20 1 360 NReceptacles BOILER RM 26 25 COMM. MTG FL❑OR BOX NReceptacles 180 20 1 A 20 1 180 NReceptacles FLOOR BOX COMM. MTG 26 25 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARI �24 26 27 CIRC. WK RM 119 NReceptacles 540 20 1 B PO 1 720 NRWrer,tnrlws HALL 126 28 27 PROJECTOR SCREEN NReceptacles 540 20 1 B 20 1 1681 NEquipnent AUTO DOOR 2fl 27 SPARE SPARE 0 20 1 B 20 111 0 SPARE SPARE 28 29 CIRC. WK RM 119 NReceptocles 720 20 1 C 20 1 540 NReceptactes VENDING 30 29 SPARE SPARE 0 20 1 C 20 1 841 NEquipnent AUT❑ DOOR 30 29 SPARE SPARE 0 eu1 C 20 U SPARE I SPi'P.I 30 � 31 OUTSIDE RCPTS NReceptacles 720 20 1 A 20 1 540 NReceptacles VENDING 32 31 COMM. MTG FLOOR BOX NReceptacles 180 20 1 A 20 1 180 NReceptacles FLOOR BOX COMM. MTG 32 -- - ---- +- --- - P_ --- ` 33 FLOOR RCPT NReceptacles 180 20 1 B 20 1 540 NReceptacles CHILD 143 GENERAL 34 33 FLOOR RCPTS NReceptacles 720 20 1 B 20 J 1200 NLlghting COMM RM 100 LTG 34 ALL CONNECTED KVA AMPS ■ PHh';E TOTALS VA AMPS BUS TOTALS Vl! 35 ' WAP' RECPT NReceptacles 360 20 1 C 20 1 697 NEquipnent CUH-1 & 2 36 35 FLOOR RCPTS NReceptacles 360 20 1 C 1200 36 TOTAL CONNECTED 5. 63 15. 6 ■ A-N 1374. 8 11. 4 CONNECTED ,i, G4 37 AUTO DOORS NEquipnent 1681 20 1 A 20 1 961 NEquipnent BOILERS B-1 & 2 38 37 COMM. MTG FLOOR BOX NReceptacles 180 20 1 A 1200 " 38 TOTAL DEMAND 5. 63 ]5. 6 at B-N 2634. 6 21. 9 DEMAND 5, 6J 39 SPARE SPARE 0 20 1 B 20 1 360 NReceptacles STAFF 132 40 39 SPARE SPARE 0 20 1 B 20 1 600 NLlghting COMM RM 100 l_TG CNTL 40 TOTAL DESIGN 5. 69 15. 8 r C-N 1620. 0 1:A. ' DESIGN 5. 69 41 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 42 41 EF-3 I NEquipnent. 697 20 L C 20 1 0 SPARE SPARE 42 - - -- ALL CONNECTED KVA AMPS s PHASE TOTALS VA AMPS BUS TOTALS KVA ALL CONNECTED KVA AMPS ■ PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL CONNECTED 23. 40 65, 0 ■ A-N 9592. 9 79. 9 CONNECTED 23. 40 TOTAL CONNECTED 17. 74 49, 2 ■ A-N 4954. 4 41. 3 CONNECTED 17. 74 TOTAL DEMAND 19. 91 55. 3 - ■ B-N 7427. 9 - 61. 9 DEMAND 19. 91 TGTAL DEMAND 17. 55 48. 7 ■ B-N 7029. 8 58. 5 -DEMAND 17. 55 TOTAL DESIGN 19. 91 55. 3 ■ C-N 6391. 3 53. 2 DESIGN 19, 91 TOTAL DESIGN 18. 58 51, 6 ■ C-N 5759. 3 48. J DESIGN 18. 58 i PANED PIBA OC DEVICE TYPE Breaker ENCLOSURE NEMA I MAINS(A), 175A BKR BUS RATING(A), 175 PANED L2 OC DEVICE TYPE Breaker ENCLOSUP.EI NEMA 1 MAINS(A), MLO BUS RATING(A)I 225 PANEL, MCC-A OC DEVICE TYPE( Breaker ENCLOSURE, NEMA I MAINS(A) MLO - BUS RA',„I;(A), 600 I LOCATION, DEVICE FAMILY' Boli On MOUNTING' Flush WIRING' 3-Phases 4-Wire WITHSTAND(A)' 10000 LOCATION, DEVICE FAMILY, Bolt On MOUNTING, Flush WIRING, 3-Phase 4-Wire WITHSTAND(A)' 2000 LOCATION, DEVICE FAMILY, Bott On MOUNTING, Flush WIRING, 3-Phase 4-Wire WITH,I, ' I(A), 42000 FED FROM, PIBA BUS VOLTAGE, 208/120 FAULT CURRENT(A) 2922 FED FROM, L2 BUS VOLTAGE' 480/277 FAULT CURRENT(A) 1964E FED FROM, MCC-A BUS VOLTAGE, 480/277 FAULT CURRENI ,� 18924 PROVIDE FEED THRU LUGS CKT DESCRIPT'ON NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION CKT CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA IEMAND NOTES DESCRIPTION CKT NO DESCRIPTION NOTES OC DEVICE STAkIER FEEDER/RACEWAY - %VD - CODE AMPS P AMPS P CODE CODE AMPS P AMPS P CODE HP FLA TYPE( AMPS P SIZE TYPE SP AC STANDARD DESC 1 CHILD PROG. 146 NR>ceotocles 720 20 1 A 20 1 360 NReceptacles ENTRY AREA 2 1 OFFICE LTS NLlghting 2240 20 1 A d0 1 3782 NLlghting LTG ZONE 7 2 1 AHU-1 BUS �.EFER TO ONE-LINE 189. 1 250 3 U. 35`-" 3 CHILD PROC. 146 NReceptacles 720 20 1 B 20 ] 540 NReceptacles 'WAP' RECPT 4 3 OFFICE LTS NLlghting 2688 20 1 B 20 1 3217 NLlghting LTG ZONE 8 4 2 AHU-2 BUS REFER TO ONE-LINE 143. 75 200 3 n. 266 5 CHILD 146 NF,eceptacles 720 20 1 C 20 I 265 NEquipnent EF-2 & 6 6 5 HIST. 201 NLlghting 1792 20 1 C 20 1 1712 NLlghting LTG LONE 9 6 3 EF-1 0. 5 0. 7 MCP 3 3 1 F\I'R 12 . 5'C 3#12-#12G 0 7 CHILD STOR 147 NQeceptacles 360 20 1 A 20 1 720 NReceptacles SECURITY PASSTHRU 8 7 SPARE SPARE 0 20 1 A 20 1 3038 NLlghting LTG ZONE 10 8 4 HWP-1 0. 75 1. 05 MCP 3 3 1 FV R 12 . 5'C 31110-#12G rI 9 CHILD STOR 147 NReceptacles 360 20 1 B 20 1 720 NReceptacles SECURITY PASSTHRU 10 9 SPARE SPARE 0 2C 1 B 20 1 1550 NLlghting LTG ZONE 11 10 5 HWP-2 0. 75 1. 05 MCP 3 3 1 FV14R 1" 5'C 3g1P 11 FAM WC 149 NReceptacles 180 20 1 C 20 1 720 NReceptacles ENTRY GENERAL 12 11 SPARE SPARE 0 20 1 C 20 1 2570 NLlghting LTG ZONE 12 12 6 HWP-3 3/4'C, 3#12 1012G 4. 8 15 3 I 13 YOUTH WK AREA 148 NReceptacles 720 20 1 A 20 ] 720 NReceptocles BOOK DROP 14 13 SPARE SPARE 0 20 1 A 20 1 2250 NLlghting LTG ZONE 13 14 7 HWP-4 3/4'C, 3#12 1012G 4. 8 15 3 15 YOUTH WK AREA 148 NReceptacles 360 20 l B 20 1 900 NReceptacles CIRC. DESK GENERAL 16 15 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 16 8 17 YOUTH WK AREA 148 NPeceptecLes 540 20 1 C 20 1 720 NReceptacles CHILD 143 DESK 18 17 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 18 9 19 CIRC. DESK 118 NRe.-.eptacles 540 20 1 A 20 1 720 NReceptacles CHILD 143 DESK 20 19 SPARE SPARE 0 20 l A 20 1 0 SPARE SPARE 20 10 l� 21 CIRC. DESK 118 NReceotocles 540 20 L B 20 1 360 NReceptocles SELF CHECK 22 21 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 22 23 1NT, LOB DESK NReceptacles 720 20 1 C 20 ] 540 NReceptactes FLOOR BOX CHILDRCNS 145 24 23 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 24 ALL CONNECTED KVA AMPS ■ PHASE TOTALS V4 AMP'S BUS IOTAL`� K1'l 25 1.11'. LOB DESK NReceptocles 360 20 1 A 20 1 360 NReceptacles FLOOR BOX CHILDRENS 145 26 25 SPARE SPARE 0 20 1 A 30 3 5630 NONE ATS NORM 26 TOTAL CONNECTED 287. 04 345. 3 r A-N 95679, 5 345. 3 CON•" LIED 28/. U4 I 27 NEW BOOKS DESK NReceptacles 720 20 1 B 20 1 360 NReceptacles FLOOR BOX CHILDRENS 144 28 27 SPARE SPARE 0 20 1 B 5630 28 TOTAL DEMAND 287. 04 345. 3 ■ B-N 95679. 6 345, 3 DEMAND 28-1. 04 t 29 NEW BOOKS DESK NReceptoct sl 720 20 1 C 20 1 360 NReceptactes FLOOR BOX CHILDRENS 143 30 29 SPARE SPARE 0 20 1 C 5630 30 TOTAL DESIGN 287. 26 345. 5 w C-N 95679. 6 345. 3 DESIGN 28), s16 6 31 NEW BOOKS DESK NReceptocles 720 20 1 A 20 1 360 NReceptacles FLOOR BOX CHILDRENS 143 32 31 A 70 3 13491 NONE XFMR PIBA PRI 32 ------- ---- - 33 CHILDREN 144 DESK NReceptacles 720 20 1 B 20 1 360 NReceptacles IDF RM PAGING AMP 34 33 B 13491 " 34 35 CHILDRENS 143 FLOOR BOX NReceltacles 36� 20 1 C 20 1 657 NEquipnent EF-4 36 35 C 13491 36 37 IDF RM WALL RCPT NReceptocles 180 20 1 h 20 1 540 NReceptacles EXTERIOR RCPTS 38 37 A 70 3 7775 NONE XFMR P2A PRI 38 39 IDF RM EQUIP RACK NReceptacles 360 20 B 20 1 720 NReceptocles EXTERIOR RCPTS 40 39 B 7775 40 0 41 IDF ISM EQUIP RACK NReceptacles 360 20 L C 20 ] 540 NReceptocles EXTERIOR RCPTS 42 41 C 7775 42 } 43 UNUSABLE 0 0 b A 0 3 5975 NONE FEED THRU LUGS P1BB BUS 44 - 3 45 0 B 5975 46 ALL CONNECTED KVA AMPS ■ PHASE TOTALS VA AMPS BUS TOTALS K '.A 47 0 C 5975 48 TOTAL CONNECTE'i 105, 03 126, 3 ! A-N 38009. Cl 137, 2 CONNECTED 105. _13 - TOTAL DEMAND 82. 60 99. 4 ■ B-N 34195. 2 123. 4 DEMAND 82. 60 ALL CONNECTED Y,';N AMPS ■ PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL DESIGN 92. 72 111. 5 m C-N 32831. 3 118, 5 DESIGN 92. 72 TOTAL CONNECTED 4C. 47 112. 3 ■ A-N 13352. 3 111. 2 CONNECTED 40. 47 TOTAL DEMAND 27. 66 76. 8 ■ B-N 13712. 2 114. 2 DEMAND 27. 66 s TOTAL DESIGN 28. 44 79. 0 ■ C-N 13408. 8 111. 7 - DESIGN - 28. 44 C t PANED P1BB OC DEVICE TYPE Breaker ENCLOSURE, NEMA 1 MAINS(A), MLO BUS RATING(A), 175 PAi\LL P2A OC DEVICE TYPE Breaker ENCLOSURE NEMA 1 MAINS(A) 175A BKR BUS RATING(A)i 175 PANED Pic ❑C DEVICE TYPE, Breaker ENCLOSURE, NEMA l MAINS(A), 225A BKR BUS RATING<A), 225 LOCATION, DEVICE FAMILY, Bolt On MOUNTINGi Flush WIRING, 3-Phase 4-Wire WITHSTAND(A)1 10000 LOCATION( DEVICE FAMILY Bolt On MOUNTING, Flush WIRING, 3-Phase 4-Wirt: WITHSTAND(A), 10000 LOCATION, DEVICE FAMILY Bolt On MOUNTING( Fluc•h WIRING, 3-Phase 4-WIrF WITHSTAFIil(1), 100M) FED FROn P1BB BUS VOLTAGE' 208/120 FAULT CURRENT(A) 2856 FED FROM, P2A BUS VOLTAGE' 208/120 --FAULT CURRENT(A) 3472 FED FROM, PIC BUS - VOLTAGE' 208/120 - FAULT L01�RENT(A) 4935 PROVIDE ISOLATED GROUND PROVIDE FEED THROUGH LUGS PANEL FOR COFFEE SHOP USE CKT DESCRIPTION NOTES DEMAND VA GC PHASE OC VA DEMAND NOTES DESCRIPTION CKT CKT DESCRIPTION NOTES DEMAND VA ❑C PHASE OC VA DEMAND NOTES DESCRIPTION CKT CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC DEMAND NOTES DESCRIPTI("' CKT CODE AMPS P AMPS P CODE CODE AMPS P AMPS P CODE CODE AMPS P AMPS P CODE 1 FICTION 237 NReceptacles 540 20 1 A 20 1 540 NReceptacles FLOOR BOX LARGE PRINT 235 2 1 EF-5 NEquipnent 697 20 1 A 20 1 360 NReceptacles N❑N-FIC FLR BX 2 1 STORAGE RM NReceptacles 360 20 1 A 20 1 0 SPARE SPARE. - 2 3 READING 236 I NReceptactes 540 20 1 B 20 1 360 NReceptactes FLOOR BOX NON-FICTION 232 4 3 TRAINING RM MPIN A/V NReceptacles 360 20 1 B 20 1 360 NReceptacles TRAINING RM MAIN A/V 4 3 SPARE SPARE 0 20 1 B 20 1 0 Si.1PF SPI+RF: 4 5 READING 236 NReceptacles 900 2: 1 C 20 1 360 NReceptocles FLOOR BOX NON-FICTION 232 6 5 EF-7 NEquipnent 697 20 1 C 20 1 360 NReceptact-s TRAINING RM COMPUTER 6 5 SPARE SPARE 0 20 1 C 20 1 0 Sf'ARE SFitiRI 6 7 ELEC. INF❑ 234 TABLE NReceptacles 360 20 1 A 20 l 540 NReceptocl.-s NON-FICTION 231 GEN 8 7 SPARE SPARE 0 20 1 A 20 1 360 NReceptacles TRAINING RM COMPUTER 8 7 SPARE SPARE 0 20 1 A 20 I 0 �F,.RE SPARE. 8 666 9 ELEC. INFO 234 TABLE NReceptacles 360 20 1 B 20 1 720 NReceptacles REF. DESK 10 9 TRAINING RM MAIN A/V NReceptacles 360 20 1 B :20 1 360 NReceptacles TRAINING RM PODIUM 10 9 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 10 11 ELEC. INFO 234 TABLE NReceptacles 360 20 I C 20 l 720 NReceptacles REF. DESK 12 11 SPARE SPARE 0 20 1 C 20 1 360 NReceptacles TRAINING RM COMPUTER 12 11 SPARE SPARE 0 20 1 C 20 1 0 ":PARE SPARE 1 ' 13 ELEC, INF❑ 234 TABLE NReceptocles 360 2C L A 20 1 540 NReceptacles REF. DESK 14 13 GROUP STUDY 206 NReceptacles 360 20 1 A 20 1 360 Nikeceptacles TRAINING RM COMPUTER 14 13 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 14 15 ELEC. INFO 234 TABLE NReceptacles 360 20 1 B 20 1 740 Cop.ers REF, DESK COPIER 16 15 GROUP STUDY 206 NReceptacles 540 20 1 B 20 1 180 NReceptacles TRAIN. RM PRUJECTO 16 15 SPARE SPARE 0 20 1 B 20 I 0 SPARE SPARE 16 17 ELEC. INFO 234 TABLE NReceptacles 360 20 1 C 20 1 720 NReceptacles YOUNG ADLT 202 DESK 18 17 CONE. 224 NReceptac'es 540 20 1 C 20 1 720 NReceptactes TRAINING RM FAX/PRNT l8 17 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 18 19 ELEC INFO 234 TABLE NReceptac,es 3S2 20 1 A 20 I 720 NReceptocles YOUNG ADLT 202 DESK 20 19 CONE. 224 NRQceptacles 540 20 1 A 20 1 720 NReceptacles ADMIN 2221 20 19 SPARE SPARE 0 20 1 A 20 1 0 SPARF. SPARL:- 20 21 ELEC. INFO '34 TABLE NReceptacles 360 20 1 B 20 1 720 NReceptacles GROUP STUDY 200 22 21 TOILET RMS 2229, 2227 NReceptacles 360 20 1 B 20 1 720 NReceptacles ADMIN 2221 22 21 SPARE SPARE 0 20 1 B 20 11 0 SPARE SPARE 22 23 ELEC, INFO 234 TABLE NReceptacles 360 20 1 C 20 1 900 NReceptacles OREGON HIST, 201 24 23 TOILET RMS 228, 226 NReceptacles 360 20 1 C 20 1 740 Copiers HALL 217 COPIER 24 23 SPARE SPARE 0 20 1 C 20 1 0 SIYI.NF. SPARE E4 25 FLOOR RCPT NReceptacles 540 20 1 A 20 1 540 NReceptacles YOUNG ADULT 203 26 25 HALL 214 NReceptacles 540 20 1 A 20 1 720 NReceptacles STOR 218, 219, 220 26 25 SPARE SPARE 0 20 . A I 20 1 0 SPIAL SPf,f'L 26 27 FLOOR BOXES NReceptacles 360 20 1 B 20 1 540 NReceptacles YOUNG ADULT 203 28 227 STCR 213 & TRAIN 209 NReceptacles 540 20 1 B 20 1 900 NReceptacles OFFICE 223 28 27 SPARE SPARE U 20 1 A 20 1 0 SP,RE SPARI 28 ¢ 29 HOUGHTON 236 LTS NLlghting 768 20 1 C 20 1 0 SPARE SCARE 30 29 REF, WRK RM 215 NReceptacles 540 20 L C 20 1 720 NReceptactes OFFICE 222 30 29 SPARE SPARE 0 20 1 C 20 1 0 SPARE SP:^•,'I, 30 31 HOUGHTON 236 LTS NLlghting 960 20 1 A 20 1 0 SPARE SPARE 32 31 REF, WRK RM 215 NReceptacles 360 20 1 A 20 1 720 NReceptacles REF WRK RM 215 32 31 A 32 33 HOUGHTON 236 LYS NLlghting 920 20 1 B 20 1 0 SPARE SPARE 34 33 REF. WRK RM 215 NReceptacles 720 20 L B 20 1 360 NReceptacles ROOF TOP 34 33 B 34 35 HOUGHTON 236 LTS NLlghting 576 20 1 C 20 1 0 SPARE SPARE 36 35 OFFICE 216 NReceptacles 720 20 1 C 20 1 360 NEquipnent TRAINING RM SCREEN 36 35 C 36 37 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 38 37 REF. WRK RM 215 NReceotacles 720 20 1 h 20 1 512 NLlghting CONE 224 LTS 38 q7 A 38 39 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 40 39 SPARE SPARE 0 20 L B 20 I 210 NLlghting CONE 224 LTS 40 39 B 40 41 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 42 41 SPARE SPARE 0 20 1 C 20 1 720 NLlghting CONF 224 LTS 42 41 I C 42 ALL CONNECTED KVA AMPS ■ PHASE TOTALS VA AMPS BUS TOTALS KVA ALL CONNECTED KVA AMPS ■ PHASE TOTALS VA AMT'S BUS TOTALS KVA ALL CONNECTED KVA AMPS ■ PHASE TOTALS VA AMPS BUS '.OTALS KVA TOTAL CONNECTED 17, 92 49. 8 M A-N 5977, 4 49, 8 CONNECTED 17, 92 TOTAL CONNECTED 19. 73 54. 8 ■ A-N 6951. 7 57, 9 CONNECTED 23. 33 TOTAL CONNECTED 0. 36 1. 0 0 A-N 360, 0 3. CI CONNECTED 0. 36 TOTAL DEMAND 15. 91 44. 2 ■ "-N 5953. 2 49, 6 DEMAND 15. 91 TOTAL. DEMAND 16. 81 46. 6 ■ B-N 5964. 3 49, 7 DEMAND 18. 61 TOTAL DEMAND 0. 36 1. 0 ■ B-N 0. 3 0. '' DEMAND 0, 36 TOTAL DESIGN 16. 70 46. 3 r C-N 5994, 7 49. 9 DESIGN 16. 70 TOTAL DESIGN 17. 16 47. 6 A C-N 680913 56. 7 DESIGN 18. 96 TOTAL DESIGN 0. 36 1. 0 ■ C-N 0. 0 0. 1, DES I GN 0. 36 PANEL' P2B ''C DEVICE TYPE' Breaker ENCLOSURE NEMA 1 MAINS(A), MLI( BUS RATING(A), 175 LOCATION, DEV?CE FAMILY, Bolt On MOUNTING, Flush WIRING, 3-Phose 4-Wire WITHSTAND(A) 10000 ED FROM, P2A BUS VOLTAGE 208/120 FAULT CURRENT(A) 3396 'CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION CKT CODE AMPS P AMPS P CODE 1 ELEC INF❑ 208 TABLE NReceptacles 360 20 1 A 20 1 720 NReceptacles IDF RM WALL 2 I 3 ELEC INFO 208 TABLE NReceptactes 360 20 1 B 20 1 360 NReceptacles IDF RM RACK 4 i 5 ELEC INFO 208 TABLE NReceptacles 360 20 1 C 20 1 360 NReceptacles IDF RM RALK 6 dDDD i 7 ELEC INFO 208 TABLE NReceptacles 360 20 1 A 20 1 0 SPARE SPARE 8 9 ELEC INF❑ 208 TABLE NReceptacles 36U 20 L B 20 1 0 SPARE SPARE 10 i 11 ELEC INFO 208 TABLE NReceptacles 360 20 1 C 20 l 0 SPARE SPARE 12 l2. SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 14 1 15 SPARE SPARE 0 20 1 B 20 1 0 SPARE SPARE 16 17 SPARE SPARE 0 20 L C 20 1 0 SPARE SPARE 18 1 19 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 20 21 B 22 23 C 24 25 A 26 27 B 28 --- 29 C 30 31 A �= L1 CC EL 33 B �q -- - -- 35 C 36 37 A 38 PIA PCR EP 39 B 40 - 41 C 42 PIBA L2 MCC-A ALL. CONNECTED KVA AMPS ■ PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL CONNECTED 3. 60 10. 0 r A--N 1440. 0 12. 0 CONNECTED 3. 60 P?BB P2A PIC 10TAL DEMAND 3. 60 10. 0 ■ B-N 1080. 0 9. 0 DEMAND 3. 60 I TOTAL DESIGN 3. 60 10. 0 ■ C--N 1080. 0 9. 0 DESIGN 3. 60 - - - -- -------- --- P2B Revisions Date Drawing Title 19 Nfay 2003 PANEL SCHEDULES SRG PARTNERSHIP INC `"� ��F➢ P,R�Fr ProjectNo 16 New Tigard Library �� G1xt�Q 22L6 ELECTRICAL Ana S.R. 3rd Avenue A, 8608 'f' Consultant Project No Mm Purlland, Oregon 97204-2426 Construction Documents <G ARCHITECTURE PLANNING INTERIORS 50,1.L126 2921 � Dtawmu`+0 PAE Consulting Engineers Inc FAX 5t13.220.2fra0 t)rawn lht 621 SW Morrison Street,Sultr•200 Portland,Oregon 97205 ppb 22.A ' � TCN' Tigard,Ore-on FiQ j A. SJ ('hocked by I T:503.222.1917 F:503.294.0272 www.srgpartnership•coin _ DMB E)SRES 15_i 4 E7, 3 v1 r- SUP2003-002' NOTICE IF THE PRINT OR TYPE ON ANY ill III III III III III III I I III i�l III I I III III III III III III III I I III III IIIIIII III III III 141111111111111111 III III III II�I�III III III I I III III IIIIIII IIII�IIIIIII I I I IMAGE 15 NOT AS CLEAR A5 THIS NOTICE, 4L I I I�1 I - 61 I --I I_ �_ I_..-I I �I I I � _I I�aell -•.-:�=I_ �- l(r�� ?� �. ( lJ IT IS DUE TO THE QUALITY OF THE o "ORIGINAL DOCUMENT �E �L till T, IZU�LeTt 9t �4I�IIIIIIIII ►�1�111��1Ill��lll�l�III �IIIIIII��III�� IIIII,III IIIIIII►I�Ilillllll�l �ll�llll�i�llll�llll I►I111�II�ill ��llll�ll�llll II�I��III Illl��l�illl��l�lllllll�l��llll�i►11!11ll11►1�11�111111111W1ll1llll11111111llWllllllllllll►��►NIS s TOTAL SOURCE LOAD SUMMARY LOAD DESCRIPTION UNITS CONNECTED DEMAND DESIGN TYPE LOAD LOAD LOAD Copiers KW 3.1 3.1 3.1 KVAR-- -------Z.3- KVA- _7Y.9-__-S.9-- --EEq U I-pm e 2 ___T2_ 0.9 _TT_ 1.4-- FAULT ANALYSIS SUMMARY ------ EL ghtingKW 10.7 10.7 13.4 BUS NAME VOLTAGE AVAILABLE FAULT CURRENTi KVAR 3.5 3.5 4.4 L-L 3 PHASE LINE/GRND KVA 11.3 11.3 14.1 1 AHU-1 BUS 480. 14559.8 12383.41EIReceptacles KW AHU-2 BUS 480. 1,068.5 12731.41 AHU-3 BUS 480. 8410.4 6076.80 4Q-- ATS .0ATS EM 480, 199.0 198.07 HVAC Systems KW 276.7 276.7-----276.7 ATS LOAD 480. 17533.3 1536.L.17 KVAR 207.5 207.5 207.5 EO mENT-DER-RIPTION ---- I ELECTRICA CRAi:XTM. 1 7�_ ___1_-P`TNT___'T__STA_RTER___ ATS NORM 480 1753S-.-3 - 15363.17 KVA _Y4_5._8_ _14T9_ I HP KW__F_MMP_' MCA -VOLTS PH-_-UNNEC�_ BY DIV 15 OR_TFSY__U1V_155_OR`_T6 ---COMMENTS-- cc BUS 480. 8338.8 6479.77 EL BUS 480. 14310.1 11563.34 Kitchen Eqp KW 0.2 O.1 PI''^SING ELEV I BUS 480. 4395.4 2665.58 KVAR 0.1 0.1 0.1 0.n 0.1 0.1 EWH-1 _UCTRZ__WA7ER`_ HEATER--- 9 277 YES /A ELEV 2 480. '3541,3 102321,88 KVA 1 ELECTRICWATER-HEATER------ 4.5 277/1 _VE�_- N/A cc EP BUS- 208. 1386.2 1385.01 NEquipment KW 1 O.T_ 10.4 10.4 EWH-3 :=ELEMZ_WER__FEATER___ 27 741 YES N� N/A L1- EWHI-4 LLECIRK; WAI LR_F1EATE;Z-- 9 277(1 -----YES N/A 7.1- GEN BUS 480. 200.2 200.22 KVAR 7.8 7.8 7 8 L1 BUS 480. 14119.5 11845.36 KVA 13.0 13.0 13.0 RHWP---_1 RECIRC, HOT WATER_P`U_M_P___--t_--M'5-- L2 BUS 480. 19646.3 19201.54 _MCC-A BUS 480. 18923.6 18163.11 NUighting KN 65.1 65.1 81.3 I 'j41 16 EP 120/1 1$ EP_ MDP-A BUS 480. 20271.9 20141.24 MOP-B BUS 480. 19725.6 19318.44 MECHANIX PlA BUS 208. 3305.2 3377.16 NReceptacles KW 70.0 39.2 39.2 AHU-1 --F-MODULAR AIR HANDLING UNIT 8013 P18A BUS 208. 2691.1 2922.40 KVAR 43.4 24.3 24.3 .1 YES 15 (VFD) 15 (VFD P1 BB EUS 208. 2E�6.9 2856.36 _KVA 82.3 46.2 46L2_� AHU- I MODULAR AIR HAND0_N1� UN_71 __ 143. 1 48043 YES 1! 5 (VFDj MCC-A AHU-3 MODULAR AIR HANDUNZ--UNIT -84.4 cc Water Heater KW 32,5 32.5 32.5 _+ 480/3 YES 1! P1C BUS------- 208. 4582.7 4934.77 �� __1 JEXHAUST FAN 1/2 80/3 16 -MCC-A P2A BUS 208, 3430.4 3472.49 KVAR 6.6 6.6 6. EFS- IEXHAU5T AN -__ -7 P2B BUS 208. 3384.3 3395.59 KVA 33.2 33.2 33.2 1 77- 20 1 __16 16 P13A EF-3 X AUST FAN 1/4 0/ 7 _1 i 6 PCR PCR-BUS 208. 1749.0 1777.16 '-EF-4 IEXHAUST FAN -1/4 U/I 16 1 F______1113A_ 480. 12060.5 8467.73 -20.5 20.5 EF-5 IEXHAUST-FAN 120/1 P2A _VAR__ 15.4 1 A 15.4 F-6 --EXHAUST FAN 120 1 16 P18A XFMR EP SEC 208. 1421.7 1446.37 KVA 25.6 25.6 25.6 16 XFMR 480. 13494..-9--- 11008.97 XFMR PIA SEC 208. LARGEST KVA MTR --KW-- 18.6 1$.6 23.3 3357.4 3468.36 G WATER UMP 480, 3 16 16 -XIEMIR A PRI 4375:$ VAR 14.0 14-1) 17.5 WATER-PUMP 480/3 16 -5 2680.53 M -WAT�F 480/3 15 (VFU - XFMR P I BA SEC 208, 2726.1 ____Z9a1.54 KA 23.3 23.3 29 9 15 MCC-A �HLAIING WATEil% ib (VFD) XFMR PIC PRI 480. 7452.4 043.41 - B-1 BOT[ER`____ I ...................... _101 XFMR PIC SEC 208. 4716.1 Fj 190.46 TOTAL LOADS KW 512,3 481.5 505.1 4 YES PlA CONTROL PO - BOILER4 120[l YESP1IA CONTROL POWER .4 XFMR P2A PRI 480. 18816.7 1/815.29 KVIR 324.9 305.8 315.6 XFMR P2A SEC 208. 3477.7 3552.92 KVA 606.6 570.4 595.6 # I -- CUH-1 CABINET-GR[7HDiTER----- 12 1 YES PlA XFMR P_QR2_R_1__. 480. ____ 8104.95792,91 - CUH-2 CABINET UNIT ER-- I 120/1 N/A XFMR PCR SEC 208. 1781.4 1834.78 MECHANICAL EQUIPMENT SCHEDULE 2 BUILDING FAULT SUMMARY K�3BUILDING LOAD SUMMARY 01 SCALE: NONEE7.4 SCALE: NONE �.4 SCALE: NONE � Revisions Date Drawing Title 19 May 2003 PR( Project No EQUMMENT SC MDULES SRG PARTNERSHIP INC �Ir' I.NZ 2216 ELECTPUCAL 808 S.W. 3rd 0 nue New Tigard Library 4+0 8 08 C"Mullant PTOICCI No Portland. Oregon 07,204-.426 ARCHITECTURE PLANNING INTERIORS 59:1 '021 Construction Documents ZN ;A4E Consulting Engineers Inc. -L aLr 10 111.2�2280.2030 Drawn�y 621 SW Morrison Stmet,Suite 200 Portland,Oregon 97205 � - 22. TCN �5rRl T op Checked by all Tigard,Oregon VMS T:503.222.119`17 F:503.294.0272 mmstuartnership.corn E764 EXPIRES 6-30-04 Hall Blvd.13500 BUP2003-00211 4 of 125 111111 Jill Jill 1111[1 11111111 1 141 NOTICE: IF THE PRINT OR TYPE ON ANY l __ I _jIII I�f_I 1l_lI ljl--I I�IIII I�I I I�I I111�I�I Ijl II�I I 8 - 1 - I it _ -jl _ j( � IMAGE IS NOT AS CLEAR AS THIS NOTICE, N.36 0'!:_:,Wtr7 IT IS DUE TO THE QUALITY Of THE ORIGINAL DOCUMENT T'- IIIIIIIIII�IIII IIILIIII�II'I�I!II IIII�II I IIII IIIIIIIII II I IIII!Illllllllillll 1TII li1111111 IIIIIIIII IIIIIII�I IIIIIIIII IIII till IIII II IIIilIl111►��I��111��►�1��IIIIIiIll 11Il�IlulWllllulllu>u>llllllllllilll'�1►��1�1�►N�1 30X a x Li L2 L3 i I , l I 0F i F rr-n r-3/0 TO OTHER BUILDING X3/0 TO EQUIPMENT ROOM ABOVE GROUND BUSBAR I F 120V SUPPORT RODS TO STRUCTURE 1X2 X 1 XC1/4"X4"x20' COPPER CHATSWORTH 10622-20 PLYVJCOD BACKBOARD _ H 0 A - =OLGR EQUAL I ° 'S T 3 M 1 X-0-0 M M M J SUPPORT RODS AND UNISTRUT HANGER M lA 2 G \ 0-0–X 3/O TO IDE °° ° ° UNISTRUT HANGER I ° ° °° REMCTE START OL OL OL GRCUND BAR —� 1° °° ° 3/0 TO BUILDING, GROUND—� A. CONTACTS / ° °°� ir 3/0 TO GROUNDING –� OR EQUIPMENT ROOM BELOW � ° \ CABLE TRA'( ELECTRODE — '�� qX4qx20 q (TYPICAL) SYSTEM 1/4 COPPER CHATSWORTH ---� T—BAR CEILING 12" M M 3 13622-020 OR T1A/EIA-601 OR T1 �1 � Q WATER SYSTEM 3/0 TO MC-P EQUAL 0 51 60 61 T2 T3 0 TO COLD M M 3/0 TO GAS PIPING—� 52 53 62 63 N PIAN VIEW SECTION 1 TYPICAL STARTER WIRING DIAGRAM 2 BUILDING GROUND BUSBAR 3 IN ROOM GROUND E8.1 SCALE: NONE U D BUSBAR 4 CABLE TRAY HANGER E8.1 SCALE: NONE Eg,1 SCALE: NONE E8.1 SCALE: NONE 1 r c t 101 (TYP. 4 LUMINAIRES) NORTH SIDE f BUILDING EXTERIOR 2 2 TIME SWITCH, 24HR FORMAT PROGRAMMABLE ELECTRONIC --WITH BATTERY BACKUP, 120V. PARAGON MODEL #EC11 OR EQUAL L N TS ZONE 18 DMW EL — 277 VAC g. EMERGENCY 120V SUMP PUMPCR1 SOURCE TO PATCH PANEL 13 PATCH PANEL TO PATCH PANEL CKT 38 � I EMERGENCY MOTOR IN IDM IN IGF ROOM IN IDE ROOM SPDT CENTER OFF r L ON--OFF—AUTO PANEL CKT 40 CIRCUIT ROUTED BYPASS SWITCH. P1BA TO EXTERIOR MOUNT ADJACENT CKT 42 RECEPTACLES I 1 CAT 5E CAT 5E CAT 5E --CAT 5E TO CONTACTOR DATA DATA DATA PHONE L — SUMP r CONTACTOR PUMP ELECTRICALLY HELD, 20A CONTROLLER CONTACTS, 120V COIL, -- — _-_.___-----__—_- -------- --______..._____-----.-- DISCONNECT FIELD ADDER CONTACTS. PE SQUARE D 8903. SWITCH PROVIDED UNDER — PANEL CKT .31 I DIVISION 15 p SOUTH SIDE — — -- P1A ? -- -----� CIRCUIT ROUTED 2 BUILDING EXTERIOR DATA ETHERNFT SWITCH PHONE L —. J TO EXTERIOR RECEPTACLES S02 (TYP. 7) OUTLET OUTLETET OUTLET � V V 1� Q SYMBOL SYMBOL SYMBOL r NOTES: �1 PAYNE SPARKMAN HID RIDE THRU REMOTE BALLAST FOR (2) 15OW MH LAMPS. I INSTALL IN STOPAGE 103 ROOM. 1 �2 PAYNE SPARKMAN REMOTE MOUNTED INTERFACE (IF) MODULE. INSTALL IN LUMINAIRE WITHIN 15' OF LAMP. i 1 K-5- EXTERIOR RECEPTACLE- CONTROL DIAGRAM r6 SUMP PUMP CONTROLLER ENTRY LIGH i ING CONTROL WIRING DATA/ PHONE" E8.1 `:GALE: NONE SCALA.E: SCALE: NONE E8.1 NONE OUTLET WIRING DETAIL E8.1 E8.1/ SCALA: NONE Revision Date Drawing Title 19 May 2003 2216 SRG PARTNERSHIP INC � ��Fc Project No DETAILS 60a S.N. ^r.1 Avenue New Tigard Library ��'�e�oa d �f-s. ELECTRICAL Portland, Oregon l msultant Prorect* ARCHITECTURE °CANNING INTERIORS tavzoa laze Construction Documents (/,(n/ IS 0.1.R2a.2021 � LXX I 7642. PAE CunsuLing Engineers Inc. FAX 505.225.2930 ` ORBG Drawti by Drawing v0 t 621 SW Morrison Street,Suite?.00 Portland,Oregon 97205 J �O TCN 4, 22, �v� i A,Oregon �FkT SJR Checked by T:503.222.1917 F:503.294.0272 www.srgparinership.cOrn TigardDMS E80 I' f xPIRES 534 04 Hell Blvd 13500 -_ — BUP2003.00211 5 of 125 )IMAGNOTICE IF THE PRINT OR TYPE ON ANY �IIIII IIII_I IIII�II-I-111I11111 tIIIIIIIIII _` 1I ( I 11 I 11 I I 1 11 1�1�1�.�1�1 Is1_1-1_I_1 11_1 _--1 E IS NOT AS CLEAR ASTHIS NOTICE, 4� IT IS DUE TO THE QUALITY OF THE N„M ORIGINAL DOCUMENT llA11 Ii1111�11111 II11111 IIll�lll � I9 9z llllliT1111111111 (IIIIIlI � lI8I � � I 111111N11 _ „-nrtaM�lpa.wh`�+-�-•IJ ._,� ,Lw„_,,-1;,.,C..,• ;,.. ' LEGEND VIDEO DATA PROJECTOR, 5000+ LUMENS, 1024 X 768 OR PROJECTION SCREEN NOTES: HIGHER NATIVE RESOLUTION COMMUNITY ROOM — MAIN SCREEN: FLOOR BOX CONNECTION LOCATION MOTORIZED WITH TA8 TENSIONING, CEILING MOUNTED ABOVE FRONT WALL WITH A 9'-0"H X 12'-0"W IMAGE AREA PRESENTATION LECTERN WITH MICROPHONE AND LIGHT; LECTERN TO HAVE SPACE FOR TOUCH SCREEN REMOTE COMMUNITY ROOM — SIDE SCREEN: CONTROL PANEL AND LAPTOP COMPUTER OR PRINTED MANUAL SCREEN, WALL MOUNTED AT 11'-6" AFF, WITH AN 84"H X 84"W MATERIALS IMAGE AREA ! ® CEILING SPEAKER I CHILDREN'S PROGRAM ROOM: i mom FRONT PROJECTION SCREEN MANUAL SCREEN, WALL MOUNTED AT 9'-6" AFF, WITH AN 84"H X 84"W i IMAGE AREA PROGRAM AUDIO SPEAKER ENCLOSURE MOUNTED TO THE PRESENTATION WALL a° WALL MOUNTED VIDEO CAMERA WITH PARI/ TILT HEAD 0.9 1 1 .6 2 1 .7 3 4 5 6 7 8 �y E ® AUDIO VIDEO EQUIPMENT CABINETS AND CONTROL I �--�g-� CONSOLE I OVERHEAD TRANSPARENCY PROJECTOR ON A CART © VIDEO DATA PROJECTOR ON A CART WITH AVCR/ DVD PLAYER AND LAPTOP COMPUTER CONNECTION CABLE ® PAGING SYSTEM CEIL ING SPEAKER 0 PAGING SYSTEM IN—WALL SPEAKER 17_ ® WALL MOUNTED PACING SYSTEM AMPLIFIER ACCESSED I \ I L THROUGH THE PHONE SYSTEM WITH THREE ZONE OPTIONS: I I I I I I ( I } 1. COMMUNITY ROOM ONLY I 2. LIBRARY ONLY I e 3. ENTIRE BUILDING CHILDREN'S 4 X �. NOTE: `/�•2 PAGING SYSTEM IN COMMUNITY ROOM TO USE THE I \ SAME CEILING SPEAKERS AS THE AUDIO VIDEO \ SYSTEM \ + I I I I I I S. A — —' — -- ri.�- �. — — -— _ acv :•se—sr .— --_— _ ^ PRESS FEED FLOOR BOXES \ "��r1 - OFFICE - - SPEAKER CONE OF AUDIO v A 8 DISTRIBUTION, 90' \ I I I I i VOLUNTEER ( DISPERSION AT 48" AFF 1 I I CHILDREN'S I NEA I OORDINATOR I I WITH 16'—O"H CEILING A.9 ® BOOKS/ STAFF AV ROOM I .. - �� WORLD u III LANGUAGES COM MUNI"! JAN ..�TI N6 \ 1 ROOM / ( I GHI.DREN'S STAFF x` . I PROGRAM I I I I I TOILET I I I I I ROOM \ \ AV/ I CHILDREN'S W O Q I R EW TECH. ® ® ® I R 1 (D 5®GS 1 J ® 60GK5/ � I VIDEO DATA I AV 1 0 M M I I I 1 �� PROJECTOR o � \ MOUNTED IN I 8p0 ® �. 1 THE SOFFIT 5 PAGING SYSTEM AMPLIFIHILDREN' ER I I PROGRAM EMILY ON THE WALL, PAGING STORAGE l� I THROUGH PHONE SYSTEM I I I I MEN I VESTIBULE -`-- C L nOR � < �` �LLMAY GORRI ® I I ® I Ci 1':� I YOUTH \ SERVICE ® STAIR rr -- � -- VESrIBUL _ �"= ®A� — � � -�� A COMPACT FLOOR � , / �► � � T1 I EL j 5r®�E BOX Ev. I ,2%.0 IyJ UNDER �� I INTERIOR OFFICE LECTERN / STORAGE LOBBY C� - - 1 L CIRCULATION ELEV. pp t, \\ . MACH IPF WORKROOM H LL MACH. S I COFFEE 1113 I I I C�1 — Lam. 17724 —`' ra:R I aQ ;�Y X•` , \ PANTRY i--' ,,1\1 LOBBY� I HALL CSL u, vEST IBULE ® /� CIRCULATION BO LER 11 DESK DONATIONS �/ ROOM —Ep _ _ — — --EpLAN �� 0 l� \\ I.IERARY LIBRARY � T. .2NTRY 1 vEST161'LHE �1\1 I 1 I I I II \ \ I L HALL OE a X 2 1 .6 , 1 .5 23 4 5 6 7 R E 1 OOR PLAN — FIP'�_ST FLOOR A2.1 SCALE: 1/8' = 1-0. E. Revisions Date Dran ing Title f 19 Niay 2003 1 SRG FARTNERSHIP INCFLOOR PLAN kc DOISPECTRUM �oje2zt6 FIRST FLOOR New Tigard Library SYSTEMS DESIGN Consultant Njectyo A;V LAYOUT ARCHITECTURE PLANNING INTERIORSConstruction Documents 937 S.W. 14th, SUITE #101 =06 PORTLAND, OREGON Drawn by Drawing No 821 8W Morrison Street,Suite YOU Portland,Oregon 97206 (503) 248-0248 E SHANNON T:603.222.1917 F:603.294.0272 www.ergpertfterehip.cov Tigard,Oregon Checked byAV261 # LLM Hell Blvd.13500 y. BUP2003.00211 8 of 125 F I I F : i NOTICE: IF THE PRINT OR TYPE ON ANY T1 I III III III 111 111 I I I I I I I 1 Jill I I I I I I 1 1 1 1111 11.1 1 i1.. l 11 111 1 11 1 1 l I i 111 III III 1(l Iii i i i l i l 1 i l 1� I I I l t l I i III i 1� 1 l l 11 III l 11 l l l i i l l III l 1 l III i 1 1 1 11 1 1 1 III I I I I I I I I I i II I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11. IL _ I — I 41 ___. I---- I ----I�— I �f —! � --I I �b ! Z I ��IL `3' IT IS DUE TO THE QUALITY OF THE — No.38 0 ?- ORIGINAL DOCUMENT et et t,t 9t sIt t+t st zt t>< I t I 8 s II�� II��I�111►III►I� IIIIIIIII I►�iiII�IIII��Illlll►��III►TILIIIIII��III► 11�-i-1►l�I��I�I��il►��i��ll�l�l��llll�►�li11�111�►�IIIIII IiIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIiI IIIIIIII� ► �I � I: 1:111� 11 14 r� LEGEND PROJECTION SCREEN NOTES: CEILING MOUNTED VIDEO DATA PROJECTOR, 4000+ TRAINING ROOM: LUMENS, 1024 X 768 OR HIGHER NATIVE RESOLUTION MANUAL SCREEN, WALL MOUNTED AT 8'-10" AFF, WITH A 69"H X 92"W IMAGE AREA ® CEILING SPEAKER HOUGHTON READING ROOM: ' FRONT PROJECTION SCREEN MOTORIZED SCREEN, WALL MOON QED UP HIGH UNDER BEAM (COORDINATE TO CLEAR PICTURE RAIL AT 8'-0" AFF), WITH AN 84"H X 84"W IMAGE WALL MOUNTED PROGRAM AUDIO SPEAKER ENCLOSURE AREA AUDIO VIDEO EQUIPMENT CABINET TO HOLD VCR, VIDEO DATA SWITCHERS, AMPLIFIERS, ETC. WALL CONNECTION PANEL FOR CONNECTIONS TO THE AV 0,9 1 1 .6 `/ 1 .7 3 4 5 6 7 8 E) AND CABLE -V ACCESS CONTROL ROOM ON THE FIRST FLOOR ® PAGING SYSTEM CEILING SPEAKER { PAGING SYSTEM IN—WALL SPEAKER I I I I I I I I I I _I 8 I HOUGHTON READING ;i ROOM \ X.GJ I I I-�1 ` I I I I I I • - - - o o �-'� - - - - - - - - - - — - - Li 1 NOTE: PAGING SYSTEM IN THE COMMUNITY ROOM TO USE \ A.8 NON-FICTION 'a THE SAME CEILING SPEAKERS AS THE AUDIO VIDEO \ I I LARGE I ® I I I CONFERENCE PRINT SYSTEM \ A 9 I a o® --- _ - - - - - - - - - - -- - - - - - - - - - — - - - - - S - I LLH ADMIN OFFICE ® I ELECTRONIC, INFO TOILE i NON-FICTION JAN a SECURE 1 \ ® gT0¢A6 r � PERIODI ALS F'� MEN CORRIDOR STORAGEI STAF I TOILE - I ® VESTIBULE t C� 6 I \ I J PAGING SPEAKER IN o CEILING MONITOR CORRIDOR 1 I I I I I ELECTRONIC I � ® I I \ _ FICTION INFO = 5TORA6'E \ REFERENCE DESK REFERENCEIOF "a. " F-27� X TRAINING REFERENCE YOUNG ' I \\ ADULT ROOM ® ELEC. STAIR WOROOM `\\ - - - - - _ - - - - - -- - -CSI - - - --Ep }— - - - - - — - o YOUNG r \\ rfi-- --_ _ \\ I ADULT _ - _ - - - _�- - OREGON f� GROUP GROUP I r T-- HISTORY STUDY STUDY / 1\ I I ® I ® � I I ® D.GI I OFFICE I ;, / \\ C�7 ROUP AV S UDY NOTE:PAGING IN ' ROOM TOYUSE�THE SAMIEI CEILING ' \\ X•E `� ;,;:•=� I� SYSTEMRS AS THE AUDIO VIDEO a I I I I I I I I 1 .5 1 .6 2 3 4 5 6 7 8 4 tl FLOOR PLAN — SECOND FLOOR 0 A2.? SCALE: I/8.- = 1-C). Date Draving Title Revisions 19 bisy 2003 FLOOR PLAN Poject No SRG PARTNERSHIP INC SPECTRUM 2216 FLOORNew Tigard LibraryUSYSTE�IS DESIGN CuaaultantProccto AN OUT 937 S.W. 14th, SUITE #101 02106 ARCHITECTURE PLANNING INTERIORS Construction Documents PORTLAND, OREGONDrawn by Drawing No 8. SW Morrison Str46t,Sults 200 Portland,Oregon 97206 IM (503) 248-J248 M E. SHANNON Tigard,Oregon Checked by j T;503.222.1917 F:$03.294.0272 www.erDpartnenhip.com9 I-I- AV242 !{ , Hall Blvd.13500 1{', BUP2003-00211 701 125 li �E i NOTICE: IF THE PRINT OR TYPE ON ANY Tlr Ill I'I III Ill III Ill I I Ill Ili III I 1 Ill Ill 1�T "fi( Ill ISI Ill 1 I I�I III III I IIII�I I�I I�I I I III III Ill t VIII 111 Ill I I I�I III I�I I I III Ill IIIlI�I III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, - --1 � 3 1 _ 1 1. �L._�� _ l_ _ J,94L No. It IS DUE t0 THE QUALITY OF THE _ ORIGINAL DOCUMENT iillllllll IIII I!II�IiII IlUill � - 9 wue ll6lL�l�llll�llll�Illf ��lsllle toI��IiII�till-I� II�It�II�IIIT>�I�IIIJII►� l�l► l�►►lt Ul ��I►�► ►��►llUl �IIII utI1IIII Ia II1I llitllM1 1 1317n1m1 �� _ 12 5" 9.75" 11.755) 15ft-3.75 [318mittl \ 0 0 (248mml 298IT111 � 0.75' 11.75'TI 2. 119mm1 1298rnml 151rnn11 0 0 14f1-10.75 e 11.50" [292mrn] THOMAS & BETTS AFM-BPAR- - TOP VIEW VOLTAGE SEPARATOR 0.811 0.5"113rnJ MountingHoes LVC Controller m a e THE LAYOUT SHOWN IN THE TOP VIEW WILL ALLOW THE MOST ROOM FOR LOW VOLTAGE 12n PANELS. POWER WIRING BETWEEN THE FLOOR 3.25owER OWER �N �N �N " / 1831nntl Junction 6cxus BOX INSERT AND THE ROUGH IN BOX WILL NEED TO BE IN FLEX CONDUIT FOR VOLTAGE SEPARATION. POWER, PHONE AND DATA WILL 10•1.50" 15ft _ NEED TO LEAVE A SERVICE LOOP BETWEEN THE POWER TO THE ROUGH IN BOX AND THE FLOOR BOX INSERT TO 9ft r LOW VOLTAGE DRAPERY PROJECTION SCREENS ALLOW THE INSERT TO BE REMOVED FOR CABLE AN AN AN AN AN MOTOR CONTROL PULLING AND SERVICE. INTERFACES PROJECTIGN SCREEN CONTROL INTERFACES Viewing "� ! �r--- Side / I 6.25't1Gomm)Dust Cover ' 3/4" CONDUITS 1ft-2" 12.3" 11.73 ` , �,� �- / 1318mrnj 1298mrnl I i TO LUTRON FRONT VIEW THOMAS & BETTS AFM-8 SIDE VIEW 161rtr•tl / ! .. I LIGHTING CONTROL FLOOR BOX INSERT LPOWER TO THE _ �_ ` - L '- - J MOTORIZED DRAPERY /-LIGLUTRHTING CONTROL 2 FLUSH WITH -�- 3P. � _ r , J f 14ft-6" 1 6"1152nn11AccesSParci G"11521rtm)AcceSsPanel 3/4 CONDUIT ON LOW INTERFACE SLAB ' (by others) (by otters) VOLTAGE SIDE OF THE CONTROL INTERFACE MAIN 3/4" CONDUIT i COM MUNI TY ROOM PROJECTION SCREEN N SI NOT _ ASV O O O O O A6.1 SCALE: NTS � J—B 0 X 0 o 0 CUSTOM ROUGH IN BOX BY D & S ELECTRIC �:3 ❑ WATER TIGHT FOR CABLE PASSTHROUGH 7 7 O 6 /5\ CONNECTION / NORTH LOCATION Oe / 0 E) /1B OUU t 3 AV CONTROLS ROOM ELEVATION AT MAIN A V J— BOX4 0 F OOR X I GOMMUN I TY 6,1 ASCALE: 1/2' = 17' 6.1 ALE: , 4 B1DETAIL MEETING ROOM 10 10o p 8 GENERAL NOTES: LEGEND: �\ 1 . USE EMT FOR CONDUIT. AVOID USING FLEX FOR CONDUIT UNLESS SPECIFIED. DUPLEX POWER OUTLET CABLE TV PHON 11 4 AV/ 2. PROVIDE PULL STRING IN CONDUIT. +FOURPLEX POWER OUTLET DATTAE t GONTR 3. PROVIDE COVERS FOR ALL JUNCTION BOXES SPECIFIED. PAINT COVERS TO 1 MATCH FINISHED WALLS. DI DUPLEX POWER OUTLET WITH DEDICATED 3 4. POWER, PHONE AND DATA ARE TO USE OTHER CONDUIT AND NOT THE CIRCUIT AND ISOLATED GROUND I DI FOURPLEX POWER OUTLET WITH DEDICATED D p` CONDUIT SPECIFIED HERE FOR A/V USE. + CIRCUIT AND ISOLATED GROUND 1 \ � MAIN A/V JUNCTION BOX: Provide a 24"H X 36"W x 8"D junction box Circle AW Nema Type One with screw cover mounted with the bottom at 24"AFF with 4" inside the wall and 4" outside the wall. Provide two (2) 1" conduits to stub out above the t-bar ceiling of the room. Provide two (2) 1" conduits to stub out in 9 p1 the phone data room on the some floor or at the accessible low voltage cable tray to the phone data room. Provide three (3) fourplex power outlets on the wall 3 1 with three (3) dedicated 20 amp circuits and an isolated ground, outl ,t to have 20 Amp connection type with one horizontal prong. Provide phone, four (4) data and cable TV connections on the wall p 1p 2� VIDEO DATA PROJECTOR: Provide a Video Data Projector cavity in the soffit, minimum size of 30"W Y. 18"H X 36"D. Provide an air return in the back of the p cavity. Provide a pull-out shelf for mounting the video data projector. Projector specifications: 5C.5 Lb.s, 2457 BTU's per hour. Provide a three gang junction box with a three gang mud ring flush mounted in the back of the Video Data Projector cavity. Provide two (2) 1" and one (1) 3/4" conduits to the Main A/V Junction Box. Provide a duplex power outlet next to this junction box with a dedicated circuit and isolated ground on the same phase of power as the Main A/V Junction 8 Box power outlet. Provide a data connection in this junction box. 1p DPRESENTATION FLOOR BOX: Provide a Thomas & Betts AFM-8 floor box (verify color with architec`) with two (2) AFP-8A power panels, eight (8) AFP-8B blank panels, an AFM-8PAR voltage separator panel, and a custom rough in housing to hold the AFM•-8. Custom rough in housing is manufactured by and can be purchased through: D&S Electrical Contractors, P.O. Box 549, Clarkston, Washington 99403, phone 509-758-6642 fax 509-758-8446 ATTN: Dick Flerchinger. Provide six (6) 1" conduits from the rough in box to the Main A/V Junction Box. Provide a fourplex power outlet with a dedicated circuit and isolated ground that is on the some phase of power as the Main A/V Junction Box power outlet. Provide two (2) phone and two (2) data connections in the floor box, phone/ data contractor to provide cabling, connectors, and punched panels for the AFM-8 floor box. All conduit entering rough in box must be located in the bottom 2 inches of the box. Power must be in flex from rough-in box to the floor box insert. The custom rough-in box is not an electrical box but rather houses the AFM-8 floor box and allows cable passage. 6 ' 4 LIGHTING MASTER CONTROL LOCATION: Provide a lighting control dimming system capable of 4 lighting presets. Provide a low voltage control interface. Provide - one (1) 3/4" conduit from the low voltage interface of the Lighting Control System to the Main A/V Junction Box. Provide light fixtures in the ceiling with dimming capabilities. Recommended system: Lutron Grafik Eye with Lutron GRX-RS232 low voltage interface, I NOTE: D MOTORIZED PROJECTION SCREEN: General Contractor to install the Motorized Projection Screen in the ceiling. Provide one (1) 3/4" conduit from the low voltage i CEILING SPEAKERS8 Interface of the screen to the Main A/V Junction Box. Control of the screen will be by the remote control system. Electrical Contractor to install the low voltage VESTIBUL interface above the Main A/V Junction Box, Electrical Contractor to wire the power to the screen motor through the low voltage interface. IN THE ro 8 108 6C�j> WALL CONTROL PANEL: Provide a double gang junction box with a double gang mud ring flush mounted centered at standard light switch height. Provide one (1) �� 3 4 conduit Main AJunction x. COMMUNITY ROOM � / to /v eo WILL BE PROVIDED -,`� �! 7 _� MOTORIZED DRAPERY: Provide one (1) 3/4" conduit from the low voltage intelfoce of the Motorized Drapery to the Main A/V Junction Box. Control of the �� V' drapery will be by the remote control system. Electrical Contractor to install the low voltage interface in an accessible location above the ceiling, Electrical AND INSTALLED 1 ; .- Contructor to wire the power to the drapery motor through the low voltage interface. BY THE A/V STORAGE �8� VIDEO CAMERA: Provide a 4"H X 6"W X 4"D junction box Circle AW Nema Type 1 with screw cover flush mounted in the wall with center at 7'-0" AFF. Provide CONTRACTOR. l- " " 11\ �-��' � 103 ` 111 one (1) 2 and one (1) 1 conduits from this junction box to the Main A/V Junction Box. Provide a minimum of 18 X 18 wood backing in the waif below the PAGING SYSTEM IN junction box. THE COMMUNITY ` O �1�` 9 � SPEAKER ENCLOSURES: Provide a single gang junction box with a single gang mud ring flush mounted in `he wall with center at 5-6" AFF. Provide one (1) 3/4' ROOM TO USE , ` conduit to the Main A/V Junction Box. Provide a minimum of 24" X 24" wood backing in the wall below the junction box. THE SAME CEILING \ 1 \\ 10 PRESS FEED FLOOR BOX: Provide a Thomas & Betts AFM-8 floor box (verify color with architect with two 1 AFP-8A 11/ ` � 1 L�BS`r ( y ) (' ) power panels, eight (8) AFP-SB blank SPEAKERS AS THE \ PANTRY �1` 109 panels, an AFM-8PAR voltage separator panel, and a custom rough in housing to hold the AFM 8. Custori rough in housing is manufactured by and can be a purchased through: D&S Electrical Contractors, P.C. Box 549, Clarkston, Washington 99403, phone 509-- 58-6642 fax 509-758-8446 ATTN: Dick Flerchinger. AUDIO VIDEO � ' VESTIBULE 102 WOMEN 1� �1�` Provide two (2) 1" conduits from the rough in box to the Main A/V Junction Box. Provide a fourplex power outlet with a dedicated circuit and isolated ground that �. SYSTEM. ` 1 5� 05 ` � \1 is on the same phase of power as the Main A/V Junction Box power outlet. Provide two (2) phone and two (2) data connections in the floor box, phone/ data ? 1 contractor to provide cabling, connectors, and punched panels for the AFM-8 floor box. All conduit entering rough in box must be located in the bottom 2 inches of the box. Power must be in flex from rough-in box to the floor box insert. The custom rough-in box is not an electrical box but rather houses the AFM-8 floor ' 1 box and allows cable passage. 2 F OCR PLAN — FIRST FLOOR L LCC AUDIO VID C E TRI A RE IRM T 5 AUDI V DEO ELECTRICAL REQUIREMENTS NOTES A6.1 SCALE: 1/4' = 1'--.0" A6,1 SCALE: NONE { Revision Date Drawing Title 19 May 2003 SRG PARTNERSHIP INC SPECTI�U Project No FLOORPLA�1 2216 FIRST FLOOR New Tigard Library SYSTEMS DESIGN consuhentrr0)ectxo An' ELECTRIc,ai • 937 S.W. 14th, SUITE #101 0710 I ARCHITECTURE PLANNING INTERIORS Construction Documents PORTLAND, OREGON DmvingNo (503) 248-0248 021 821 SW Morrison Street,Suite 200 Portland,Oregon 97205L E. SHANNON Tigard,Oregon Checked AV601 T;503.222.1817 F:503.294.0272 www.argpertnenhip.com Hall Blvd.13500 BUP2003.00211 eat 125 A�. 1 MMNh-HIrP- .1,'-.rWwswwN.MarNNui.v -R'rs !rM.rp�MM1!hMiM•IH4iYvryryWd.(1^ _ _ _ _ _ _ _ "'dk�!'F:4F.:�'t: .r - _ "•�,.l.C" .-.ar.:. . -. u.. .... - u.nww,... ..r•. - �....., r. .,r ,.rrr;; .w.,.nez:wm ;,... . 'ItlrX"gwr . •.. . ........ ..... _ ..: .,....._,.r.:r - _-,Y>'..;. Y"M>y.°71!T^IfLP4Nh!..nf'h .:.... : inwrr l trrcw: r..,. -. ..,.. ...•Yv ;w.MVN!'r r ,fb.rir. - NiY,1.TrWR ":uWYh."...:r.K.mIZ•• A 'Mre'.:PMMsiR.xn-• , NOTICE: IF THE PRINT OR TYPE ON ANY l �I �qLIMAGE IS NOT AS CLEAR AS THIS NOTICE, 41 F1111 s Silo ,1i� ' Jt IT IS DUE TO THE QUALITY OF THE _ _ _ _ ORIGINAL DOCUMENT (�s t B�G tz 9�L t3 t+L s $ [t; G eft 8t tt��9t st tt t;t gt tt t e� TL Tg 9 f t; jL �Ttret�01 ' ill llllllilllll IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII�Iflll IlllllllllllIII I Ilillllll IIIIIIIII lillllllll�llll�l�l�l�lll�llllllllllllllilillll�l illilllii Illilllli lllilillllllllllll l�lluIIIIIIII IUIIIIIiIiIIIIIIIUIWuIIuIWI u1111llI1u1lluulilill��ll i i f 9 t Y THOMAS & BETTS AFM-8PAR—,, TOP VIEW VOLTAGE SEPARATOR \ THE LAYOUT SHOWN IN THE TOP VIEW WILL ALLOW THE MOST ROOM FOR LOW VOLTAGE — PANELS. POWER WIRING BETWEEN THE FLOOR POWER POWER A/V A/V A/V BOX INSERT AND THE ROUGH IN BOX WILL NEED TO BE IN FLEX CONDUIT FOR VOLTAGE SEPARATION. POWER, PHONE AND DATA WILL i _ NEED TO LEAVE A SERVICE LOOP BETWEEN THE • ROUGH IN BOX AND THE FLOOR BOX INSERT TO A/V A/V A/V A/V A/v I ALLOW THE INSERT TO BE REMOVED FOR CABLE PULLING AND SERVICE. •_J j FRONT VIEW /—THOMAS & BETTS AFM-8 � SIDE VIEW FLOOR BOX INSERT \ CENTER OF PROJECTOR, FLUSH WITH ALL THRE.Ar' ATTACHED MOUNT, AND SCREEN ._ SLAB TO STRUCTURE --�— SYSMCC BRACING IS AT-ACHED TO /r-c4LEARANCE TOa. STRUCTURE 1 1/2" X 1 1/2" UNISTRUT GENERAL CONTRACTORPROVIDE 6 MSTALL — I MUST SUPoORT 200 LBS. O 0 0 �/ � � C� CE!L!NG w 0 AV CONTRACTOR PROVIDE—�� ' II MOUNT LEVEL ON ALL PLANES INSTALL POST AND �� 36" MOUNT TO PROJECTOR JUNCTION BGS —DUPLE, POWER OUTLET BRACE THIS ASSEMBLY CEILING I AGAINST SYSMIC n10VEMENT CUSTOM ROUGH IN BOX DISTANCE TO SCREEN a BY D & S ELECTRIC CONFIRM WITH `. 36 3 LBS 6„ 5„ FOR CABLE PASS THROUGH � A/V CONTRACTOR SIDE VIEW FRONT VIEW WATER TiSHT- CONDUIT CONNECTION LOCATION 610) (09 ~ D/ GE� s M U(�! I �vr DETA 2 UN STRI_IT FRAME DET , I_ 3 FLOgPROJECTOR OR BOX DETDETAILSCALE. 1/2' = 1 -U A6.2 SCALE: 1/2' = 1 —0 A6.2 SCALE: 1747 = 1 I NOTE: CEILING SPEAKERS IN THE TRAINING ROOM WILL BE PROVIDED AND INSTALLED BY THE A/V CONTRACTOR. PAGING SYSTEM IN THE TRA!NING ROOM WILL USE THE GENERAL NOTES: LEGEND: SAME CEILING SPEAKERS AS THE AUDIO VIDEO SYSTEM. 1 . USE EMT FOR CONDUIT. AVOID USING FLEX FOR CONDUIT UNLESS SPECIFIED. CABLE TV DUPLEX POWER OUTLET PHONE ` - 2. PROVIDE PULL STRING IN CONDUIT. +FOURPLEX POWER, OUTLET DATA - 3. PROVIDE COVERS FOR ALL JUNCTION BOXES SPECIFIED. PAINT COVERS TO - - . MATCH FINISHED WALLS DI DUPLEX POWER OUTLET WITH DEDICATED STORA�E CIRCUIT AND ISOLATED GROUND PO�vER PHONE AND DATA ARE TO USE OTHER CONDUIT AND NOT THE 4. DI FOURPLEX POWER OUTLET WITH DEDICATED CONDUIT SPECIFIED HERE FOR A/V USE. `�- CIRCUIT AND ISOLATED GROUND I 'N A/V JUNCT!ON BOX: Provide a 24"H X 36"W x 8"D junction box Circle AW Nema Type One with screw cover mounted with the bottom at 24' 4FF with 4" 9 F the wall and 4" outside the wall. Provide two (2) 1" cor i+-s to stub out above the t-bar ceiling of the room. Provide two (2) 1" conduits to stub out in 9 11 tiie phone doi:a room on the same floor or at the accessible low voltage cable tray to the phone data room. Provide three (3) fourplex power outlets on the wall wirh three (3) dedicated 20 amp circuits and an isolated ground, outlet to have 20 Amp connection type with one horizontal prong. Provide phone, four (4) data ' anti cable TV connections on the wall. - 2 VIDI-U DATA PROJECTOR: Provide a three gang junction box with a thre? gang mud ring flush mounted in the ceiling. Provide two (2) 1" and one (1) 3/4" - r I next to this 'unction box with a dedicated circuit and isolated round on the some phase of 1 conduits to the Main A/V Junction Box. Provide a duplex power out Et j 9 i3 9 tilt/ — power as the Main A/V Junction Box power outlet. Provide a data connection in this junction box. Provide structural support above the ceiling to support Vi 4 p`. DI projector; see details 1 & 2. r3\> PRESENTATION FI-OOR BOX: Provide a Thomas & Betts AFM-8 floor- box (verify color with architect) with two (2) AFP-8A power panels, eight (8) AFP- -8B blank I I \ I panels, an AFM-BPAR voltage separator panel, and a custom rough in housing to hold the AFM--8. Custom rough in housing is manufactured by and can be purchased through: D&S Electrical Contractors. P.O. Box 549, Clarkston, Washington 99403, phone 509__X58-6642. fax 509- 758-8446 ATTN: Dick Flerchinger. Provide six (6) 1" conduits from the rough in box to the Mein A/V Junction Box. Provide a fourplex po,Ne, c�,Itlet with a dedicated circuit and isolated ground that is on the some phase of power as the Main A/V Junction Box power- outlet. Provide two (2) phone and two (2) data connections in the floor box, phone/ data TRAINING contractor to provide cabling, connectors, and punched panels for the AFM-8 floor box. All conduit entering rough in box must be located in the bottom 2 inches of the box. Power must be in flex from rough--in box to the floor box insert. The custom rough--in box is nct an electrical box but rather houses the AFM-8 ROOM floor box and allows cable passage. I HOUGHTON I 209 xp11 READING EI 5� MOTORIZED PROJECTION SCREEN: General Contractor to install the Motorized Projection Screen, wall mounted up high under beam, coordinate location to clear 2 C t-' picture rail mounted at 8'-0" AFF, General Contractor to paint the the projection screen box black (verify color with architect before painting). Control of the I _ _ _ _ _ __-- I I ROOM I _ screen will be by the line voltage wall switch provided with the screen. Electrical Contractor to wire the power to the screen motor. I 6 WALT. CONTROL PANEL: Provide a double gang junction box with a single gang mud ring_ flush mounted centered at standard light switch height. Electrical 236 I Contractor to install the screen control switch provided with the screen in this junction box. Electrical Contractor to wire the switch to the screen and validate operation. 9 SPEAKER ENCLOSURES: Provide a single gang junction box with a single gang mud ring flush mounted in the wall with center at 5'-6" AFF. Provide one (1) 3/4" conduit to the Main A/V Junction Box. Provide a minimum of 24" X 24" wood backing in the wall below the junction box. WALL CONNECTION PANEL: Provide a 12"W X 6"H x 4"D Junction Box, Circle AW type 1 with screw cover flush mounted in the wall centered at stgndard nutlet height; coordinn'.e location with millwork. Provide >ne (1) 1.5" conduit and four (4) 1" conduits to the Main A/V Junction Box in the A/V Controls room on the i first floor. Provide phone and data lines inside this junction box. Provide a fourplex power outlet next to this junction box with a dedicated circuit and an 10 I isolated ground that is on the some phase of power as Main A/V Junction Box power outlet. /�- r1� MANUAL PROJECTION SCREEN: Manual Projection Screens to be wall mounted by General Contractor. Verify location and mounting height with Architect. _ 1 V 1 GL05ET I: ------ -_F O U _ _ _1 _._ - [�2> PACING SYSTEM IN-WALL SPEAKERS: Speakers and speaker back box to be provided by A/V Contractor. General Contractor to mount the Paging System In-Wall - - - �I - _ - — - -- - — - — - - -� - — - -- Speaker back box in the wall, verify mounting hei,,it Witt•, Architect. Provide one (1) 3/4" conduit from the back box to stub out in the t-bar ceiling area of the first floor. 1 — C - RLMENI-� F R T R T 5 AUD O VIDEO ELECTPIC'AI REO ! RDVENTS NOTES 4 PART A _ FLOOR F �_�� SECOND ILO .�R A v" F�_ECTR CA R U A6.2 SCALE: NONE I A6.2 SCALE: 1/S Date Drawing Title Revisions t9;Vtay_003 FLOOR PLAN . SPECTRUM Proje�t�Nb SECOND FLOOR SRG PARTNERSHIP INC New Tigard Library SYSTEMS DESIGN Cun,ul,Aa,PmJeclNo A,'V ELECTRICAL . 937 S.W. 14th, SUITE #101 02M ig ARCHITECTURE PLANNING INTERIORS Construction Documents PORTLAND, OREGON Drawnbv Druw•ingNo (503) 248-0248 E. SHANNON 621 SW Morrison Street,Suite 200 Portland,Oregon 97205ChcckcJ b� LIN Tigard,OCe011 LLM AV602 B T:003.222.1917 F:503.294.0272 www.srgpartnersllip.corn Hall Blvd.135C0 BUP200?-00211 9 of 125 NOTICE IF THE PRINT OR TYPE ON ANY l i' 1 I I I I I 111 11 I I I I I I I I III I I I I I(I i l( I I I I I f�7 1 i 1 I I I I I I III I I I I I I I I � 8 I III I I l �" I I No 36 I —I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I I I I I� I I I I — ITIS DUE To THE QUALITY OF THE _ ORIGINAL DOCUMENT ( a�S L 8G LE 9TG s�L� 1rL t; I L iG�OL 8t 9t Get I t� Sft ii 8i Lt it i �8 G 9 9 - �1r'I�8 I LSI t>,u. , IIIIIIIIIIIIIII�IIII IIIIIIIII IIIIIIIII IIII IIIIIIIII�II►IIIII�IIIII III►I�III IIIA IIII II IIIII��IIIIi��I�I ►ILII►!II IIIIiIIIIIIIIIiI��iIIIIIII►I11��I�IIII IIII I�IIII►II��IIII�IIII��II�IIIIIIIIi�I�ll IIII�IW �llll 1►u�llll W 1111111illllillill l►II�N11 I 1 1 GENERAL NOTES: LEGEND: � DUPLEX POWER OUTLET 1 . USE EMT FOR CONDUIT. AVOID USING FLEX FOR CONDUIT UNLESS SPECIFIED. CABLE TV I I ! PHONE - -- _ 2. PROVIDE PULL STRING IN CONDUIT. POWER OUTLET DATA T 3. PROVIDE COVERS FOR AL!_ JUNCTION BOXES SPECIFIED. PAINT COVERS TO _ MATCH FINISHED WALLS. DI DUPLEX POWER OUTLET WITH DEDICATED CIRCUIT AND ISOLATED GROUND INTERIOR I 4. POWER, PHONE AND DATA ARE TO USE OTHER CONDUIT AND NOT THE DI FouRPLEx POWER OUTLET WITH DEDICATED CONDUIT SPECIFIED HERE FOR AV USE. / CIRCUIT AND ISOLATED GROUND 9fi 14 1= 1 1 - PAGING SYSTEM NOTE: STAIR _ PAGING SYSTEM SPEAKER WIRE TO BE PROVIDED AND INSTALLED BY A/V y ! 51 ! CONTRACTOR. SPEAKER WIRE TO BE FREE- RUN PER CODE ABOVE T-BAR CEILING 1 ,� 1� CIRCULATION WHEREVER POSSIBLE. A/V CONTRACTOR TO PROVIDE AND INSTALL SPEAKERS. o DESK A/V CONTRACTOR TO PROVIDE IN -WALL SPEAKER BACK BOXES FOR THE GENERAL ! 118 CONTRACTOR TO INSTALL IN THE WALL. - - - - - -- - � - - - - - - - - - - - - - - NOTE:EEE ,Wr -- LJ PAGING SYSTEM CEILING S,"EAKERS WILL BE PROVIDED AND INSTALLED BY THE A/V CONTRACTOR. A/V CONTRACTOR TO CUT THE MOUNTING HOLES IN THE T-BAR CEILING FOR SPEAKER ' INSTALLATION . L I BRARY - ',' ENTRY ! I 12 PAGING SYSTEM IN–WALL SPEAKERS: Speakers and speaker back box to be provided by A/V Contractor. General Contractor to mount the Paging System In–Wall D .' M 1 16 I Speaker bocack box in the wall, verify mo��nting height with Architect. Provide one (1) 3/4 conduit from the back box to stub out in the t–bar ceiling urea of the first floor. I 13 PAGING SYSTEM DESK I MICROPHONE: DELETED I n ��r PAGING SYSTEM AMPLIFIER: Provide mounting support on the wall for a wall mounted amplifier, anticipate 100 pounds. Provide a four gang iunction box with a — four gong mud ring flush mounted in the wall at this location. Provide one 1 S/4" conduit to the Community Room Main A/V Junction Box. Provide one (1) – – -- 3/4" conduit to the second floor Training Room 209 Main A/V Junction Box. Provide one (1) 3/4" conduit to stub out in the ceiling area of the second floor I I I Group Study Room 200. Provide a duplex power outlet and a phone connection at this location. y 1 PARTIAL FLOOR PLAN — FIRST FLOOR 5 AUDIO VIDEO tLECTRiCAL REQUIREMENTS NOTES1, I A6.3 SCALE: 1/4 = 17 A6.2 SCALE: NONE I I I \I I I I I I --, - - - - - - Li - - - - - - - -- - = - - - 77 - - - - A I NON-FICTION I LARGE I ® I I ! CONFERENCE PRINT AREA OFFICE — -- — — I — — �— — — —T — - -- — T- ---- — — — - — — — I — --- — I — A® I I ••� OFFICE e I I ELECTRONIC INFO i ® OTAFF TOILET O h \ / NON-FICTION SECURE 1` �� \�• I� O STORAGE PERIODICALS r% O MEN MEN / \\ STORAGE / STUB OUT IN � ® CORRIDOR FIRST FLOOR STAF T–BAR CEILING - TOILET 421 \ VESTIBULE– – ___0C 12 ROUTE ONDUIT DOWN SOFFIT TO THE W THEN DOWN TO FIRST FLOOR CORRIDOR / ELECTRONIC ± FICTION INFO I I CEJ C1�7 _ 12 STORAGE REFERENCE I DESK C� I E,� REFERENCE i ® 07 LLYOUNG TRAINING REFEREN(-EE ADULT ROOM WORK ROOM CEJ I ® ELEC. STAIR ® ! -- - - - t- - - o YOUNG - ---- - -- -- - - — ! ADULT OREGON � k15TORY GROUP GROUP STUDY STUDY I I ! I I I I I _ ® L AV OF I I S AUY CLOSET 2 PARTIAL, FLO R PLAN — SECOND FLOOR A6.3 SCALE. 1 8 -- 1 -0 Revisions Date Drawing Title 19 May 2003 S R G P A R �' H E R S H I P INC T Project No j PAGING SYSTEM SPECTRUM . 2216 FIRST & 'SECOND FLOOR New Tigard Library SYSTEMS DESIGN C0t=ItantPMJtC1N0 ELECTRICAL. LAYOUT 937 S.W. 14th, SUITE #101 02k* y ARCHITECTURE PIANNINO INTERIORS14 Construction Documents PORTLAND, OREGON Drawn by Drawing No ! 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 (503) 248-0248 E. SHANNON T Tigard,Oregon Checked by A / T:$03.222.1917 F:503.294,0272 www.srgpartnership.com LLM 6 . 3 1 Hall Blvd.13500 BUP2003-00211 is 10 of 125 I �l ' ) I -II-I I Jill I iIII IIII IIIIIIIIIII I I I a III IIII V I LIIIINOTICE: IF THE PRINT OR TYPE ON ANY I Ill 2 IMAGE Is NOT AS CLEAR AS THIS NOTICE, I fT IS DUE TO THE QUALITY OF THE No 3e �'��- L.•..-,rte .- .- -- l Illllllll�lilil�l�lll�lll�llll�l!II 1111111111141111 �I�i� ,ORIGINAL DOCUMENT llIJ-1111 III1Ia�o�tI 8 lIIali�lllllla11 �l111Ill lll1ll�� l�lll1II �L 1I1l l 111 l��Illlll IW111U11i11�IIIII lifllllllli!IIIIIIIIIIIIII! II I, n; 7,Pa; Ay; v: :1 I SHEET NOTES: F'. A. INCLUDE ALL SECURITY DEVICES IN BASE BID UNLESS OTHERWISE NOTED. O DOOR CONTACTS MONITORED BY INTRUSION CONTROL SYSTEM. I O DOOR CONTACTS MONITORED BY ACCESS CONTROL SYSTEM DOOR CONTACTS SHUNTED LOCALLY BY PANIC EXIT BAR SWITCH KIT SHUNT DURATION CONIROLLED BY PROGRAMMABLE TIMER. O INCLUDE IN SECURITY SYSTEM BASE BID 1 +' CHILDREN'S I O INCLUDE IN SECURITY SYSTEM ALT #12. INCLUDE IN SECURITY SYSTEM ALT #13. 1 __T 00 E11 CONTACT ' - OFFICE FTO To • L�� 112 8D B •• i 'GOOR.,iNATCK ••••. ■•••• NEWIa t [( G 1LREN'S ECG'KS RCOM AV a E09 _ ® I I - — — (6EI ONTACT TO I I .....• 112 .•, •••••• N, ALE COD LANG^VASE,B \ JAN I : DEJCE 0 CHILDREN'S \ 1 EOa� ; c'c D( E07 I ,a �a ••••• •••••• \ E CONTACT CHILDREN'S ^ CCTV �� TOILE' 1 TO FROCvRAM _ t 13-✓ 112 ROOM CCTV DVR LHN DROP RECUIRGG © , %OETAIL N A3DT �AL 1 7D AV/ 1 TECH. CONTROL: D B AtL �e_��c. NEW r� a :ER`/ICE: _ A'/ I =1 DC De"tcE , A`/ nEnLE BURG ..Ims 1 IIN'r. MASTER �1 t BURG PANEL DEDICATED PHONE LINE REQUIRED DE.I.E / Df � cMEh — I a � TD TO / I O -N -A l rKEYPAD IP 2 - - AIL N 119•• _ CR DOOR CR DOOR _to • • L= FAMILY DrocE + 112 112 =6 UoEIei— • • 14'1 HILDREN'5 IL 12 : ,',■■r••• 5 RA�<M WG1 ACP 2 20AMP 120VACABLE •• •• / 6 E06_ 108 • ' • C� AL AI CONTACT ' : C `• VESTiEULE �� O : •� CR DOOR 9L D n t� I 14 ACP PANEL DEDICATED CIRCUIT REQUIRED 8B H C ASD t I "—' ,Ms TO . ' . . L -�J�-- _--- TO COMMUNITY 112 � �t -- — - � LAN DROP REQUIRED � r •. � ••. ..•• •• • �c_ AI io rr n •• ♦11 ,• •• _ CR ES L CR ES �•• ■., •• •• • •• i `� ••• : / • AIL N112 L R® 8H H •••••••• \� I-FB - HALLWAY AL DC RX : �: • SE B # \ : i CORRIDOR • CR EP •••• •••• � DE ACE ,r • . � 100 46 — — �` --- -- � .••'""'••, '=_ ® :, ,•••-. • oc oc • I � P \ ; •♦• :• "OUTH CR DOOR ___— - - � .—� • • — STAIR DS I �'' J • / •.•• • SERVICE 6 TO i : / `� 7N� ,y COMPACT q • ••�-:' . ■ WORK AREA 112 C � • E ll--�� 5TCR4GE '••' •••..••••1 KP I p I—t SL—.t 1�J. A L r �---� IMV 2 •••y�r �•: \ � i t ..., \ CE ICE • .• ••' 8B H 'jINT. MASTER j_ // � IDS 1 �,• •, . - + OFFICE INTERCOM '• V® E CR ES ELE INTERIOF, IMS i ••, ♦+• L _ DE.I E i ` •....• _� L© MLN CIRCULATIONLgr ELF-1 KP 1 n ro STORAGE ; I F �` 9L G WORKROCM MACH. KEYPAD s IMS-16LE TO MLN ABLLCI tt • 1. • ... •�\ 1_055'T' E t 4 MACH G 1`- I 6 �11� HALL I^�A ( 4� .••• 3 112 9L F DE'dCE N COFFEE •• •• CONTACT + • [fit] �� gl D PANTRY WOMEN DencE n TO HALL m n ¢ CIRCULATION I EOILER ♦•.... '•• GE,,ic M /C 11?_ - . LJ DESK DONATION.. ROGM L••••• vE5TILMULE Z CM2 A - ; ,.•y C ••, CM4 ®•�� 10 CAMERA 8F ID IIIA ••,•• •.•. ♦,,..■,, ;'__ • CAMERA •••• •• 112 DC DC V=,� TEE ,� •.. W�- � U Il' ••♦,.■.. -T- _ :• 112 to JAN • • iA En • m � OUAIL NO rABLE - 9K E CB TM i f. �� •• .,■■r,,Y ••• •••• i r cI LIERARY % cj ■■.• : 1SRARY :, 7g..,, ♦• ■.• : 4' •. • T —ICE T 3 ENTRY • •i�• ENTRT\ • ■..•_••� i ■■• lVE571BULE 11 : •■ • •. I t HALL E �� ••••,■.,•••`�`'-\ DE eMEN E1L0 IT J •,•■.,•• i : i i ,r,tcE E-)'6 \ .• •. • 115A . CM3 •••. C� s •• •�•• — ••• �••''•••• (�� CAMERA CONTACT — ` — —'-_--_-'� -- —' —_ '-- =5_ _ —.____� ,"r—� =1� L N 11Z 1 ••••••• DE ICE E e ,It N E05 A 112 8F D •♦,•....•,,. CR DOORKE �5. .II.�o L• To F Dc DC DC ,.•••••••• !� OENCE / OfviCE y DE'dCE/ DENCE d 112 ES RX ( '-} % •' ..., 115A 115 _ E03 E04 A'L N' A — . CB TM � i o. : e�. •• _ CONTACT CONTACT CR DOOR CONTAC I" T° TD 8A A O .■.■••• T° To 1 12 2 •s y' 112 112 LEGEND ABLE DEFINITIONS 112 1 3 CM 1 AI A L IL N ABLE AIL A3 SAIL NVrAELI 'OC ~�•••••• CODET TYPE —� WIRE 8A A 8Di B CAMoERA 8E B 8E B ACCESS SY$TEM I�OMPUTER _— _ _❑_ (RUST OR SLAVE) 112 DC [D C1 Dc DC ACR 22/6 AWG. SHLD cR Dc Dc DETAIL NO -ABLE 9K E ACCESS CONTROL PANEL EL 18/2 AWG. SHLD ES RX TT DC 22/2 AWG. SHLD T °ECCE � MOUNTED ON DENrE N T 0 RX 22/4 AWG. SHLD �--' IMS INTERCOM MASTER S?'A T ION O E01 COLUMN E02 2 C,R DOOR U CONTACT Orr✓ CCTV HEADENU B DC 22/2 AWG. SHLD F To F TO 112 112 A Lc COM CA.T. 5 6UF•_� INTRUSION CONTROL PANEL G A 8F D IM D AUX 22/4 AWG. SHLD CR DC D1� DC FIXED POSITION CAIMEP.A E VID RG59 COAX EP DC TM CB TM L"J CARD READER PWR 1812 AWG. SHLD 1 3 3 LD MAGNETIC DOOR CONTACT F IDS 1612 AWG. NON-SHIELDED EIx REQUEST-TO-EXIT DEVICE G IMS 3 - 22/6 AWG, NON-SHIELDED ES ELECTRIFIED STRIKE LOCK H CR 22/6 AWG. SHLD EP EL E:TRIF'ED PANIC WIREX EL 1812 AWG. SHLD 9 EGRESS CRASH BAR W/REX M PROGRAMMABLE TIMtR TYPICAL WIRE i 1I 2v [M] MAGNETIC LOCK MARKER DETAIL _ I 111111111m KP INTRUSION CONTROL KEYPAD D31-COM CL to 0 8 0 'S 01 2'' AL ALARM SOUNDER E IDS INTERCOM DOOR STATION DEVICE # CABLE IYPE En Date Draining Titlr 19 May 2Co3 FIRST FLOOR S R G PARTNERSHIP!: R S H I P INC Pro'e2ii6 ACCESS CONTROL r New Tigard Library 7 cDE>sY71ta,T Pm1ect.D LOCATION S ARCHITECTURE PLANNING INTERIORS _ Construction Documents >DExx Drawing No E 821 SW Morrison Street,Suite 200 Portland,Oregon 91'105 � "• ° z SE * I o T: 503.222,1917 F: 503.294.0272 www.srgpartnership.coni Tigard, Oregon C Hall131vd 13500 O 13UP2003-70211 11 Z)f 125 NOTICE: IF THE PRINT OR TYPE ON ANY rI- IIII III1III IIII IIII I JillI II1 I I IIII IIII I I III III I I1 I 4 6 II III III III I I III III III III III III III I I III III 'I I III IIIIIII III III III III IIIIIII III III III III III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE. 11 _ �jl I I I I I I I I I I I I I I' I I I I I,�I I I iQl I I iil l I �J J 7Z ��LLL -— L. -- 1 IT IS DUE TO THE QUALITY OF THE IIIIIII I � ILli�lTllll9ORIGINAL DOCUMENT O 8[ R1 IIFH11141111 I�I � III1111IIIII! IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII�IIII IIII�IIII illl�llll. illllllll l ILII,IW lllllllllllllll Illlllllllllllllll 111111E 11111111 I SHEET NOTES: A. INCLUDE ALL SECURITY DEVICES IN BASE BID UNLESS OTHERWISE NOTED. DOOR CONTACTS MONITORED BY INTRUSION CONTROL SYSTEM. O2 DOOR CONTACTS MONITORED BY ACCESS CONTROL SYSTEM - t iCUG HTCN 2�� 30 DOOR CONTACTS SHUNTED LOCALLY 9Y PANIC EXIT BAR SWITCH KIT READING— SHUNT DURATION CONTROLLED BY PROGRAMMABLE TIMER. FROOMt CRDecoR _ I 112 1QbETA 40 'OLE ^M H R L' ry ' I NON-FICTION ti LARGE ® C:ONFEFENCE t PRINT •••� ••••w• OFFICE AREA •• •i one ADMIN. ELECTRONIC INFC STAFF G TOILET NCN-FICTION / �t '7 FJAN I 5ECJRE FERICD IGALS STORAGE p I J /777, E WOMEN MEN 1 I \ 214 ® r coRD oR Cj7Ge s CR DOOR 5TAF _ F TO TO® T a 112 2:8 AIL n .A c 'JE3TIEULE I I �• ( \ C2 CR ES �••••• •••••�•L J AL DJC RX : : GGRRIDOR / I FICTION =.� —• REFERENCE E DESK L ® ...,,... -/ � REFERENCE - ® 212 � � Com❑ ' � I ELEGTR.^NIG INFO TRAINING REFERENCE YOUNS ® WORK ROOM ® ADULT �, STAIR - - - - - - - - - - - - — — — O YOUNG I Q' 201 O � I 4 — � ADULT r r 1 O t ELE�. 211 OFFICE `\ GROUP GROUP GROUP STUDY STJT Y STUDY l © ® - LOSCT — J :r_16 , 1, LEGEND CABLE DEFINITIONS i ACCESS S''S R S COMPUTER CODE TYPE_— WIRE -_/ ❑ (MOS'OR SI_:CVE) CR 22/6 AWG. SHLD. A® ACCESS CONTROL PANEL EL 18/2 AWG. SHLD. iMS INTERCOM MASTER STATION DC 22!2 AWG. SHLD.RX 22/4 AWG. SHLD, CCN CCTV HEADEND B DC 22/2 AWG. SHLD. 6URG INTRUSION CONTROL PANE_ C COM j CAT. 5 D F!XEC POSITION CAMERA AUX 22/4 AWG. SHLD. E VID RG55 COAX CR CARD READER PWR 1812 AWG. SHLD. 0 10' 20' DC MAGNETIC DOOR CONTACT F IDS 16/2 AWG. NON-SHIELDED I I I I 1 011121 RX PIR REQUEST-TO-MT DEVICE G IN1S 3 - 22/6 AWG, NON-SHIELDED ES E'_ECTRIFIEO STRIKE LOCK I-{ CR 22/6 AWG. SHLD. EP ELECTRIFIED PANIC WIREX EL 18/2 AWG. SHLD. TV PROGRAMMABLE TIMER ML MAGNETIC;LOCK TYPICAL WIRE KP INTRUSION CONTROL KEYPAD MARKER DETAIL AL ALARM SOUNDER D31-COM IDS INTERCOM AND/OR CALL BOX 1 DEVICE # CABLE ki TYPE Date Drawing Title 19 N.ay 2003 SECOND FLOOR SRC PARTNERSHIP INC Project ACCESS CONTROL New Tigard Library LOCATIONS y Consultant Project Vo ARCHITECTURE PLANNING INTE11ORS Constriction Documents �`x" Drawing No 62.1 SW Morrison Street,Suite 200 Portlanr„Oregon 97205 T:503.222.1917 F 503.294.0272 rvww.srgpartnership,com Qf Tigard,Gregon SE02 Hall Blvd.13500 b'IP2003-00211 { 12 L 125 .. ., ....,;."it.`-SY.'�M'r.'!Ss�!'sd'-,. ... -.-..."$X,,>. Tom..-,.�: Y'x', '1:^... .,� w•�..w ...0 rt wa .w .:+v+k,«mi ....... ,.,,T.. . ... III NOTI'^E IF THE PRINT OR TYPE DIN ANY Ilt IIt IlI III III Ilt I tlllt III Ilt i , I(tr�rTTr�TjT(r;t 111 111'1 1111 III III IhtlItll ISI tlt f IIII'I111 II. II1 III 111rllf I�I�f11111t II 1L1 IIIIf Cjl I�Tlill III IIIIIIIII�I� IMAGE IS NOT AS CLEAR AS THIS NOTICE. —I �.1 I - -I �- I ! I I I �� - I-_ _ �..�L_ I • I Il I I gl-- I - I -I✓L 'I j�L �-- IT IS DUE TO THE QUALITY OF THE _ �� N.3e ORIGINAL DOCUMENT ��$ �11 �9GLll9�P. � ►� s� �E ",,I, . A�l �B 'I' 9�t I �t �1bt1T tY r£IIIIIIIII� IIIIIIIIIIlllllilllllllllllllllllllllll�ll IIIIIIWIlllllllilllii III,111111l1111111111 IIIIIIIIIIIIIIIIIIlllllllllllllllll!!IIILII IlllIlllllllll IIII IIIILll111lIII�IIIIIIIIIIIII! IIIIIiWllllllllllllllllLll I� 1111 Il�llllllllllllllNll� ' I e; SHEET NOTES: �1 EACH DOOR TO BE ON INDIVIDUAL ZONE 0 PROVIDE (4) INDIVIDUAL ZONES FOR WINDOW CTATUS TO INTRUSION CONTROL PANEL. O INTRUSION / ACCESS CONTROL SYSTEMS INTERFACE. REMOTE VIEW PROVIDE (SIX) ZONES IN INTRUSION CONTROL PANEL TO WORKSTATION AT ACCEPT ALARM CONDITIONS FROM ACCESS CONTROL SYSTEM. CITY HALL FIBER OPLAN DROP i r-------- TIC TIC-LAN AN----------- PC ACCESS CONTROL 6 WORKSTATION AT CITY MALL POWER i LAN DROP �Px pc ' SUPPLY 18/2 AWG. LAN DROP rn 24V 120VAC CCTV CAMERA in 12V 120VAC (TYPICAL) LAN DROP ES CRFIBER OPTIC LAN -------------------..-----------------J ACP 24V 120VAC DVR 120VAC CARD READER ACCESS CONTROL DIGITAL VIDEO CONTROLLED DOOR 0 ENCLOSUF;E FIRE ALARM STATUS RECORDER (TYPICAL) (TYPICAL) (TYPICAL) r --- — -- DEDICATED PHONE LINE -- --- CCTV SYSTEM DIAGRAM D: HVAC KP BURG I XFMR 120VAC y KEYPAD —� INTRUSION MONITORED INTRUSION CONTROL DOOR (TYPICAL) E (CLOSURE (T)PICAL) 1 ACCESS CONTROL / INTRUSION ALARM SYSTEM DIAGRAM e CIRCULATION WORKROOM TECH SERVICES DOOR E06 INTERCOM MASTER INTERCOM MASTER INTERCOM DOOR STATION + I TXFMR IDS 'i 1 120VAC 120VAC i 1 I f 1 1 C 1 INTERCOM SYSTEM DIAGRAM 4 -- — Date Drawing Title 19 May 2003 ACCESS CONTROL Project No SRG PARTNERSHIP INC '` 1:. 2216 SYSTEM DIAGRAMS 4 New Tigard Library CamulcentPmjectSo ARCHITECTURE PLANNING INTERIORS Construction Documents xxxx Drawing No 621 SW Morrison Streot,`'uito 200 Portland.Oregon 97205 's •' Tigard,Oregon SE03 T: 503.222.1917 F: 503.294.0272 www.srypartnership.com Hall Blvd.13500 BUP2003.0021 1 I; 13 of 125 i NOTICE: IF THE PRINT OR TYPE ON ANY III I f III III I I III V I I I I I I I I I I I I I�1 f l l f('f T(l 1 1 1 III III 'I ( I I I III III III III III III V I I I III III III III !I I III I I I t l I I I I I I I I III III III III III V I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I 11 I I I I I I I I 1 4 I I I I I I I I I I I I I I I I _ I I 11 I I l �1_ ��r �z_ IT IS DUE TO THE QUALITY OF THE _ _ _ 1 _ _ _ ORIGINAL_ DOCUMENT30X g L 8G Ll8 E Z 4L S �G ilZ OIL 8li BII GT T 9T 6t St ST iT I t �8 L 9 9 lfi E S TMUM , ' II►Ilillll Ill��ll�litlllill�lulluil�lll�lu�lu�u�ulllull�uu IUL�IIIIIiIIl�lulluu�lllllllu�lulluu�lluluu�ill Il�l�lul Jiu�uu ��ulll��il�llu lul��u� uu�uu ulllu��l�llllll��u�ll IIIIu �ll�ullllllu�l�ll ll iu�Nu 6"x6" COVERED GANG BOX 6"X6" COVERED GANG BOX 5"x6" COVERED GANG BOX MOUNTED ABOVE CEILING LINE MOUNTED ABOVE CEILING LINE_ MOUNTED ABOVE CEILING LINE ON SECURE SIDE WITHIN 6 FT. ON SECURE SIDE WITHIN 6 FT. ON SECURE SIDE WITHIN 8 . OF DOOR. OF DOOR. OF DOOR I ' r I- 1/2' CONDUIT INTO DOOR FRAME , 1/2' CONDUIT INTO DOOR FRAME , , \ 1/2" CONDUIT \' / \ \ 1/2" CONDUIT / X1/2' CONDUIT INTO DOOR FRAME i t /1/2" CONDUIT INTO DOOR FRAaE �) i/:" CONDUIT INTO DOOR FRAME PASSIVE INFRARED DEVICEPASSIVE NFRARED DEVICE MOUNTED ON \' / MOUNTED ON SINGLE GANG BOX / (\ SINGLE GANG BOX ON SECURE SIDE CENTER OF' �\ \ DOOR 6" MAX FROM FRAME, T, l ON SECURE SIDE CENTER -r.. DOOR 6" MAX FROM FRAME. DOOR iI I I f/ DOOR iii 1/2' CONDUIT j CONTACTS I Ili I CONTACTS / 1 III i �rr;iUi1 1 IiI 1/2" CONDUIT ! III /2" CONDuIi ALARM SOUNDER ON SINGLE GANG BOX IN WALL 90" N 'if I I NTER TO KNOB SE'r LOCKED iii I II K ON PUBLIC SDE, rt, ✓�FROM CER KNOB PUBLICO SIDE, II I v ON SECURE rSIDE. ON PUBLIC SIDE, n, FINISHED FLOOR ELECTRIC i ELECTRIC ELECTRIC FREE TURN ON III , FREE TURN ON I, STRIKE �� FREE TURN ON i I, STRIKE STRIKE (SECURE SIDE. f SECURE SIDE. , (SECURE SIDE. I I I l ' 1 11 I ,d I I ' PROXIMITY CARD III PROXIMITY CARD l, I READER MOLNTED I I III READER MOUNTED It ii I I I II III + , ' 'I , PROXIMITY CARD III ) IIII ON SINGLE GANG f 33 I _ ON SINGLE GANG Jy i 1�_ READER MOUNTED BOX IN WALL 44" III 1 y I BOX IN WALL 44" I!! i ! ic'-I I `'`-•- ON SINGLE GANG FROM CENTER TO l I i I BOX IN WALL 44' II t III I I FROM CENTER TO I I I FROM CENTER TO III I I FINISHCD FLOOR �``yT I I I I FINISHED FLOOR u I ON PUBLIC SIDE. 'iP I i I y! ON PUBLIC SIDE. r Ay FINISHED FLOOR ON PUBLIC SIDE. I I I NOTES NOTES NOTES 1. Conduit may be required from the device to the control panel depending on site 1. Conduit may be required from the device to the control panel depending on site 1. Conduit may be required from the device to the control proel depending on site TYPICAL FOR DOORS: y q p P 9 rYPiCAL FOR DOORS: TYPICAL FOR DOORS: conditions. Plenum wire must be used where the wire will be exposed to the return air. conditions. Plenum wire must be used where the wire will De exposed to the return air. conditions. Planum wire must be used where the wire will be exposed to the return air. E03, E05 119, 146, 224 125, 214 DOOR SEQUENCE OF OPERATION — CARD IN—FREE OUT _ DOOR SEQUENCE OF OPERATION — CARD IN—FREE OUT DOOR SEQUENCE OF OPERATION — CARD IN—FREE OUT The door is equipped with a card reader on the public aide of the door to control entry The door is equipped with a card reader on the public side of the door to control entry The door is equipped with a card reader on the public side of the door .o control entry into a secured area. Contact switches monitor the position of the door Uof the Into a secured area. The door knob is locked on the public side of the door and Into a secured area. Contact switches monitor the position of the door. Use of the cord render or activation of the REX bypasses the door contact switch to allow entry or unlocked on the secure aide providing FREE exit. No door props are to be installed on card reader or or knobstion of the REX bypasses the door he dot switch to allow entry or egress. The door knob is locked on the public side of the door and unlocked on the security doors. egress. The door knob is locked on the public side of the door and unlocked w the secure side providing FREE exit. If the door is held open, a DOOR HELD alarm will be secure side providing FREE exit. If the door is held open, r DOOR HELD alarm will n generated. If the door is opened without use of a CARD or activation of the PIR, an generated. If the dour a opened without use of a CARD or activation of the PIR, o alarm condition will be generated. No door props are to be Installed on security doors. alarm condition will be generated, No doer props ore to be installed on security doors. ACCESS CONTROL DOOR DETAIL DETAIL NO. ACCESS CONTROL DOOR DETAIL DETAIL NO. ACCESS CONTROL DOOR DETAIL DETAIL NO. SINGLE READER DOOR WITH SINGLE READER DOOR WITH Q SINGLE READER DOOR WITH Q f ELECTRIFIED STRIKE 8A � ELECTRIFIED STRIKE V ELECTRIFIED STRIKE V l$ 1/2" CONDUIT INTO FRAME RAN TO NEAREST ACCESSIBLE CEILING. 1/2" CONDUIT INTO FRAME CONDUIT RAN TO RAN TO NEAREST f � ' NEAREST ACCESSIBLE ACCESSIBLE CEILING. I -� CEIJNG I 1/2"GOND T 1 `\� 1/2' CONDUIT ,t It 1 �, \ I ,`; �; MAGNETIC DOOR CONTACT III i \ ) I MOUNTED IN MAGNETIC fi i11 I`1 OR FRAME CONTACT OMXFROMlIiIII I u1 Ai \\ i t 1 DOOR MOUNTED IN EDGE OF DOOR, CONTACT DOOR iII1II Iii `A`i .\ FRAME 1 6 MAX. FROM ')EDGE OF DOOR. III I;I I I ,�- I ( DOOR t its iI i 1 mt CORD I I II II I Ili I '-� � `•� II I J -t I IIIi I ii I CRASH BAR � WITH REX SWITCH I , DOOR .` i . CORD y, Cid III la t r i DOOR HARDWARE DOOR HARDWARE DOOR HARDWARE 1 I NOTES NOTES NOTES 1. Conduit may be required from the device to the control oast depending on site 1. Conduit may be required from the device to the control panel depending on site TYPICAL FOR DOORS: 1. Conduit may be required from the device to the control panel depending on site TYPICAL FOR DOORS: y q P P 9 TYPICAL FOR DOORS. conditions. Plenum wire must be used where the wire will be exposed to the return uir, conditions. Plenum wire must be used where the wire will be exposed to the return air, 111 conditions. Plenum wire must be used where the wire will be exposed :o the return air. p E06, E09, 115, 115A E02, E08, E10 E04, E07, E11 i DOOR SEQUENCE OF OPERATION — DOOR MONITORING DOOR SEQUENCE OF OPERATION — DOOR MONITORING DOOR SEQUENCE OF OPERATION — DOOR MONITORING/SHUNT L The door Is equipped with o contact switch to monitor the position of the door. If the The door is equipped with a contact switch to monitor the position of the door. If the Contact switches monitor the position of the door. Activation of the crash bar bypasses door is forced, a DOOR FORCED alarm will be generated. No door props are to be door is forced, a DOOR FORCED alarm will be generated. No door props are to be the door contact switch ct allow entry or egress. Activation of the crash bar starts o installed or securitydoors. installed on security doors. timer to shunt the contacts. I. the door is held open, o DOOR HELD alarm wall be generated. If the door is opened without the activation of the crash bar, an alarm condition will be generated. No door props are to be installed on security doors. ACCESS CONTROL DOOR DETAIL DETAIL NO. ACCESS CONTROL DOOR DETAIL DETAIL NO ACCESS CONTROL DOOM DETAIL DETAIL NO. { — - — — V DOOR WITI-',STATUS MONITOR ONLY Q D DOOR WITH STATUS MONITOR ONLY Q � DOUBLE DOOR WITH DOOR MONITORING (� 8 AND CRASH BAR SHUNTING j1 Fl. Date Drawing Title 19 May 2003 ACCESS CONTROL SRG PARTNERSHIP INC 1 s Project NO Ll .t. ' New � Ll�ra� 2216 INSI ALLAI'IOV DETAILS _il"�, SHEET I Construction Documents CorUultanfPro;ec,.a ARCHITECTURE PLANNING INTERIORS xxxx Drawing No E 621 SW Morrison Street,Suite 200 Portland,Oregon 9720 • Tigard. Or;gon T:503.222.1917 F:503.294,0272 www.srgpartnership.com Hell Blvd.13500 BUP2003-00211 14 of 125 NOTICE IF THE PRINT OR TYPE ON ANY I I III III III III III III I I III III (I I I I I I III III I(I III III V I I I 11 1 III III III III 111 III I I I I I I I I I I I I 111 l l l I I I I I I I l l i 111 I I 111 111 ill III all III l IMAGE IS NOT AS CLEAR AS-PHIS NOTICE, L--------..1._. _--4L�----`—'1.-----� —!1._�_�_�L_ � ._.�._�No. _:r•�:- 1- _. . _.. . � ,/ ...�:.«:�;,•:�..0 :. ___�1 JC��L24 SCJ IT IS DUE TO THE QUALITY OF THE ��III�IIIIIII�IIi�I I IIIIIIII�IIIIII4 Il9lltll1l�lllFilitlill � (lll- ORIGINAL DOCUMENT ll�lllll � � 8lt it 9t �T111111111 r1141111 �1 It t 8 9 L H 1111111lll [111!11111i11J111111111111lll 1(I I111,11 11111lLlll�llltB L :navel , rp_ POWER BOOSTER POWER BOOSTER I LOCATION BY OTHERS LOCA110N BY OTHERS I `rl 1/2" CONDUIT 1/2" CONDUIT / 6"X6" COVERED GANG BOX 0"X6" COVERED GANG BOX MOUNTED ABOVE CEILING LINE MOUNTED ABOVE CEILING LINE ON SECURE SIDE WITHIN 6 FT. ON SECURE SIDE WITHIN 6 FT. I / / OF DOOR. / OF DOOR. ( 1/2" CONDUIT / wi RAN INTO FRAME 1/2" CONDUIT j` 1 1/2" CONDUIT i\ ' 1/2" CONDUIT �\ T, RAN INTO FRAME\ 1 RAN INTO FRAME 1/2" CONDUIT f i j iii 1/2" CONDUIT RAN INOTODUIT FRAME I i iI / RAN INTO FRAME I,I DOOR 1/2" CONDUIT y I ` CONTACTPROXIMI I CARD READERTMOUNTED ON SINGLE GANG 1 �' 1 BOX MOUNTED 44" II 4` III i i i j 1 j i I FROM CENTER TO r I i i i i I FINISHED FLOOR 1 ON COLUMN. READER MOUNTED N I �I \ �• it I/ I i ' ON SINGLE GANG r BOX IN WALL 44" I, FROM CENTER TO FINISHED FLOOR ELECTRIFIED i ELECTRIFIEDON PUBLIC SIDE. PANIC BAR i PANIC BAR c2� F 1 i I NOTES NOTES 1. Conduit may be required from the device to the control panel de)ending on site 1. Conduit may tie required from the device to the control panel depending on site conditions. Plenum wire must be used where the wire will be exposes to the return air. TYPICAL FOR DOORS conditions. Plenum wire must be used where the wire will be exposed to the return air. TYPICAL FOR DOORS: E01 108 DOOR SEQUENCE OF OPERATION — CARD IN—FREE OUT DOOR SEQUENCE OF OPERATON — CARD IN—FREE OUT ---_J The door is equipped with o card reader on the public side of the door to control entry The door is equipped with a card reader on the public side of the door to :ontrol entry into a secured area. Contact switches monitor the position of the door. Use of the into asecured area. The door knob is locked on the public side of the d"or and card reader or activation of the request—to—exit device (REX) bypasses the door contact unlocked on the secure side providing FREE exit. No door props are to be installed on a switch to allow entry or egress. The door knob Is locked on the public side of the door security doors. y and unlocked on the secure side providing FREE exit. If the door is held open, a DOOR 1{ HELD alarm will be generated. If the door is opened without use of o valid cord read or activation of the REX device, an alarm condition will be generated. No door props are to be installed on security doors. ACCESS CONTROL DOOR DETAIL DETAIL NO, ACCESS CONTROL COOP. DETAIL DETAIL N0. Coordinate door operation with ADA push buttons. DOUBLE ECTDRIPANICHARDWARE OC DWITH Q� DOUBLE DOOR, CARD READER WITH EQ (J ELECTRIC PANIC HARDWARE (� I 1 ! I + I 1/2" CONDUIT RAN y, TO ACCESSIBLE CEILING ' I I CONDUIT RAN I , -- TO ACCESSIBLE CEILING I �` I 1/2" CONDUIT RAN , TO ACCESSIBLE CEILING I ' I , DOUBLE GANG BOX �`-- IN WALL W/ MUDRING DOUBLE GANG BOX IN WALL W/ MUDRING 1/2" FLEX CONDUIT I I' i I L� I I I I ,J-�'✓ ' I I I I I o FIXED POSITION p DOME CAMERA o �/) MOUNTED ON TOP OF GANG BOX I ' UJ 1 / Q i r m FIXED POSITION c SINGLE GANG BOX a CAMERA WITH HOUSING o IN WALL W/ MUDRING i j I o , I I 1 + I � ' I I I I I � r f ` DEVICE CABLE \ COILED UP IN J—BOX LONG ENOUGH TO REACH I NECESSARY DEVICE. r TYPICAL FOR CAMERAS: TYPICAL FOR CAMERAS: , TYPICAL FOR DEVICES: CM3, CM4 CM1, CM2 KP1, KP2, IMS1, IMS2, IDS1 ` { 4 I CCTV DETAIL DETAIL NO. CCTV DETAIL DETAIL_NO, AUXILIARY DEVICE DETAIL DETAIL NO. CCTV CAMERA INCCTV CAMERA IN AUXILIARY DEVICE OUTDOOR HOUSING 91 INDOOR HOUSING V C�K MOUNTED ON WALL V C� L I r y F 1 1 Date Drawing Title 19 May 2003 Project No ACCESS CONTROL SR ^ PARTNERSHIP INC New T lgard Library 2216 INSTALLATION DETAILS Consultant ProjectNo SHEET 2 ARCHITECTURE PLANNING INTERIORS Construction Documents Xxxx ' Drawing No 521 SW Morrison Street,Suite 200 Portland,Oregon 97205 Tioard,Oregon 5 T:503,222.1917 F,503,294,0272 www.orgpartnership.com . Hall Blvd 13500 . BUP2003.OU211 15 of 125 NOTICE IF THE PRINT OR TYPE ON ANYJ�' r l l III III I I''I II l III III I t III III V I I I III"1 I III Iii III I I I I I I I I I III III III III Iii III I I III I l l l i l I!I I I; i,l III I'I I I I I III I I I�I�I I I I III 111.11111 I L I I III I I I c ISI IMAGE IS NOT AS CLEAR AS THIS NOI ICE, .I- I --I�L_I I I - I I _I_4�_.I I-- 1—I- -I --I_6� IT IS DUE TO THE QUALITY OF THE _ _ "°'° ORIGINAI. DOCUMENTLST 9T 411 '1111111811 STS GT TTIrl1�1 I S� E TsI�u� ILII ILII Illlllli! lilt) II IIIIIIIIIIIII Illllllll�lllllll��lllllllll�llllllllllllllllllullll CII�IIIIIIIII�IIII II Illllllllllll�lllllllll IIIIIIIII�IIIIIIIII�IIII IIIIIIIIIIIIII�I11 Il 11111 Iill�lll Illl�111111III l 11111111llWlillllilllilullill111111111! �lll III111�1I " offic Y.a ,I PAR'W TIGARD Ti" gar Ore on - v - -- --- ____ -- ---- - SPECIAL t�J�(•TIUtJ kEGIUiREn S ectal. Code state of 0..—OC _ e--.COn atruccarat 5�� '�-- Concr+ito Ar, Rc�irtort;Ing steel instalirdd in Concrete t] gpac;al rSoment•Rosisung Concrete Frame ❑ Reinforci^g steel &Prestressing Steal Tendons Strurtttr:. �'Jt'lding r High-�trarg. Strurtural Masonry C3 P.aintore ad Gypsum Concrete ' Concrete Fill O Insulating ❑ Spray Applied Fire-Resistive Ma'.e:iats ❑ Pilings,or Piers end Caissons ` ❑ Shotcrete ❑ special Gradintl,Excavat an and Fitting gr>oko.Control Systems Other Inzpoctions • 4. »'�-- ei`'�^ ��°,,,�r.'k ti "- '. y �'�.".•a4-++jai.s.....y.r�-�,cyu,.. y,�..w�.�� - .:��._-- ... •'k.__�— �,�_- s'_-��—_�.�s,r• �� TM—,'. 1 .. w� --.�'.�T�r'�r� .T --�_�='- ___ {, y. X., .. rS, : ., •�•. 'r .r .'vaiw( 4 T' � �=>J'!.'y�s+ S� _ — — -_ -�-i'�''--•`�_`_---• �.^T--^_-�- J - � _ I'yL�•�'Ir'��.�^ a. +„s�:.,..---aua „ .. ,,;:.fjj� .- 'r I y, -: {� ;,:._�. �; .. _- t �:- I � � ' r _ tl"'<:-.��.. _ � A �i� t' }' _ �->z.,, ` —�+1/ : .,. +T��y7�., ..v .fPA - Cir .-.:,-...._ ... 24"-.�'..... - .. ,:. t4M�ta� - .�I , - �_ _ '_f•t — A n. 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Job fAddress: sQO_-,-SW H ILS jji,�tQ Uy Date: E ci � COS, 1 ,7 1 - -- ----_-___-._--- - ------ -- - ---- _ -- a •i Construction Documents SRG PARTNERSHIP INC; ". �.. I ARCHITECTURE PLANNING INTERIORS 19 May 2003 621 SW Morrison Street,Suite 2U0 Portland.Oregon 97205 Hall Blvd.13500 BUP2003.0021t 1: 503.222.1917 F. 503. 94.0272 www,srgpartnership.com t8 of 125 /�y q� u s'. 44EfTAlOI!1111°7ALl4itl- NOTICE: IFTHEPRINTORTYPEONANY [qllfrl�lli I lllll�lVIII I IIIIII I�IIII IIIII! T�TfT�1 f�l�l! I�IIIIIII�I�III( III�I�IIIII1 I IIIIIII1� I ��IMAGE IS NOT AS CLEAR AS THIS NOTICE, — l I �I I �I I bl _ I II 4I I � � --_-� �Z;� �1 _ b �._ � Jan IT IS DUE TO THE QUALITY OF THE � !— �_ ' �� No 9e ORIGINAL DOCUMENT 8 L 8L GG C L 1L 8 L iL QT6 8t Bi Lt t 9t t 8t St tt i� 8 L 9 9 ► 8 G t71YlM P �� ►�� iui�uit ��u i��i��►i �ilui►�i��u iu�i�,��►�I,IliiiilJiiuli�iliii��iulliiu�iiil��ii iiiil�ii�iliii� iiiiliiii iuiluu uilluu�ii�ii��l�ui�� lu��ul�iw iiulu�i.ii�L:�u��ii�►�►�� ' --mow }JIl Proilee•c InformationVic�nr Ma Owner / Client 300111 CITY OF TIGARD 1-'I DINC- DRE=S 13500 5W HALL BLVD. TIGARD, OREGON g1223 '/a1�►ra ,;i+'' j t• 13125 $W HALL BLVD i Ti gci rd r k T*ARD, OR 41'1223 `�1 �:'�.,•, CONTACT: MARGARET BARNES, Ap �> �� JES,L•ERAR DIRE.1'CR 4 ' PH: X903)-6341-4111 TAX L TS 100 DESCRIPTION; WASHINGTON D LINTY TAX A_5E55CR'S MAP NO. 25102DD, +' I �� - �•~ n ('Spa)•68l-4171 TAX LOTS 100 AND 200, ANU 25102DD,TAX LOT 600. �+d�• � ,;�• �- • h � - _. THE PROJECT 15 LOCATED ON PROPERTY THA"' 15 DIRECTLY ACROSS �jt• .r, L� ` I- AND TO THE SOUTH OF THE CURRENT CITY GAHPUS ON 3W HALL BOULEVARD. PUBLIC LIBRARY,COMMUNITY )MEETING ROMN 1-1 Architect ,. 1 TOTAL $UILDINb 50UA48,430 bSF. tr r ZONE: F12-.A WITH CONDITIONAL USE �r_.:' t, i r"• SRC, PARTNERSHIP, INC. • Y% 621 5W MORR150N 5T. SUITE 200 ��" «: 1 �zT�AREA: 4 ACRES CONTACT: TIM EVANS PH: (503)-222-iR1 ! RE:UIRED SITE PARKING: 2.5 2.5 SPACES PER 100 5F = 120 F: (503)-`414-Al -72T t �: •r �� 1tiL .. y� G, ` 14' 'darm :t s�. '�' �'y� Fanrlu Park -� �. ` COriSUlti�ltS DE'✓E�CPMENT STANDARDS IN RESICENTIAL ZONES � r fir• ` MINIMUM SETBACKS: RI2: PROPOSED: C�. '� _yy SLA' F it St FRONT YARL'': 20 FT. 2C FT. �` _ !'y, U�. Sr Omara `�t �, KURAHA5HI d ASSOCIATES INC. SIDE YARD FACIN' STREET ON GCRNER AND THR%I&H LOTS: 2C FT. N/A ' r'd r14' ChGrr!r Dr 15880 5W JAY 5T. SUITE 200 r BEA/EQTCN,OR -1"1006 SIDE YAR2: 10 FT. 2:C i 4CC+ FT. uW Edgi;woad czt d �C' CONTACT: 6RE6 KURAHASHI t PH: (505)4-44-65-4.- 51GE OR REAR YARD ABUTTING- MORE RESTRICTIVE ZONING F: (503)-644-qT�l-!►� KIIIVIEUr � � DISTRICT: 30 FT. 4CO+ FT. ny C•t Lan+^ pe Ar&Ltect REAR YARD: 2C FT. 400+ FT, `•1-4' r+1C'[JOrI�!G' Ct `�i c;4' �u17rt' GRE='vWORK5,PG r� '.1� y: 24 NW 2ND AVE. SUITE 100 DISTANCE BETWEEN FRONT OF GARAGE AND PROPERTY LIIJE +� St4' 1,p;�mf CrGGk L;t f 'SI PORTLAND, Ori g720g t ABUTTING A PUBLIC, GK PRIVATE STREET: 20 FT, N/A `I ~• e CONTACT: MIKE PAHA Cr MAXIMUM AVERAGE HEIGHT: �- 1, p ��, Bonita q: +% �H: (503)-222-5612 Io FT. '5 f`T. "` �T, _• Cl f'S Y : (503) 2:2-2.83 _. . . _ MAXIMUM SITE GOVE.•cA6E 2: TOOT .18Ei5 :. MINIMUM LANDSCAPE REQUIREMENT: .205K 81.1A5 L„ - Stmctural Eng,--,er� ` r, l4' n�'l SI S v Bon ita Fid > KPFF GONSULTINd ENF INE=RS ^+ 014' Pln;bfa;l; Ct �,� fir) (5 x Ili SIN 5TH AVE. SUITE 2500 THI ._•- 1', S i 00 C { r-r2TLAND, OR ol7=04-36-•5 NO PROJECT NA6UNV FUNDED IN PART WITH A FINANCIAL AWARD FROM THE SPECIAL PUBLIC - `,14' P i n G b ra CI; co CONTACT: BRAD MOPES WORKS FUND,FUNDED SY THE OREGON STATE LOTTERY ANI? AL'MINI5TERED BY THE STATE �,t4' hltlydLl:.k PH: TACT)-227-3251 OF OREGON, ECONOMIC AND COMMUNITY DEVELOPMENT DEPARTMENT r-� M U1 F: (503)-211-74180 x•14' lolarihin Ct <-'(fQ•j N• ,n;_�ti:n TM :h nok+:1R�! Qt1- Medumcal& ecBtcal saet:' PAE CONSULTING ENG-!NEERS, INC. 808 SW 3RD AVE. SUITE SCO PORTLAND,OR 417:.04 CONTACT: BOB 5ULEK PH: (503)-226-24121 F: (503)-226-24130 LightlIng Designer PACIFIC LIGHTWORK5 5520 5W MACADAM AVE, SUITE 201 PORTLAND, OR 11201 1 CONTACT: EARL LEVIN PH: (503)-222-3330 F: (503)-222-4535 Acousticall.d�-e- DALY-5TANDLEE d AS50CIA7ES, INS. 44100 SW 6RIFF!TH DR. SUITE 216 BEAVERTON, OR g1005 CONTACT: XE BE-;)N PH: (503)-644-3842 F: (503)-644-g731 Abbreviations INZ�EX Architectural Symbols - Ai:diov.�al S SPECTRUM SYSTEMS DE716N 4131 5W 14TH AVE. SUITE 101 PROJECT INFORMATION STRUCTURAL AB ANCHOR BOLT F5 FLAT BAR MAX MAXIMUM 5C, SOLID CORE AO.O PROJECT INFORMATION 50.1 6ENERAL 5'rRJZTURAL NOTES AND DRAWIN6 ME,< 2 WALL SECTIONS PORTLAND,OR 41'1205 -_.J ACT ACOUSTIC GEILIN6 PANEL FD FLOOR DRAIN MB MARKER BOARD 5GD SEAT COVER DISPENSER AO.I FIRE J LI'=E SAFETY SUMMARY - FIRST FLOOR 502 GCONTACT: LINDSEY MaGILL GENERAL STRUCTURAL NOTES AND ABBREVIATIONS 53.4 AT ACOUSTIC TILE Ft FIRE EXTIN6UISHER MDo ME.DIUM PEN5ITY OVERLAY SO 50AP DISPENSER AO.2 FIRE a LIFE SAFETY SUMMARY -SECOND FLOOR 52.1 FOUNDATION PLAN PH: (503)-248-0248 _ F: (503)•242-1'180 ADJ ADJACENT FEC, FIRE EXTIN6UISHER CABINET MECH MECHANICAL SECT SEITION 52.:2 SECOND FLOOR FRAMING PLAN AF= ABOVE FINISH FLOCK FF FINISH FLOOR M_FR MEMBRANE SHT SHEAT -IML 52.3 LOWER ROOF FRAMING PLAN 1 r BUILDING SECTION OR EXTERIOR ALT ALTERNATE FH FIRE HYDRANT MFR MANUFACTURER 51H 51MILA N6 CI.O UTILITY PIAN 52.4 H16H ROOF FRAMING PLAN A3.2 55.1 BLD6 ELEVATION IDENTIFICATION ALUM ALUMINUM FHr, FIRE HOSE CABINET c- 3.1 BRACED FRAME ELEVATIONS Signage M613 MOISTURE R��I£,TANT GYP ED SIM SIMILAR G2.0 STORM DRAIN AND GRADING FLAN 5 AP AGOUST I GAL PANEL FIN F 1 N I 5H MIN M I N I ML III 5NR SANITARY NAPKIN RECEPTACLE C4.0 EROSION CONTROL PLAN 5.S.2 BRACED FRAME DETAILS AFFROX APPROXIMATE FL4 FLOOR MISC MISCELLANEOUS SPEC 5FEGIFIGATICN C,5 UTILITY DETAILS 55.1 CONCRETE DETAILS ( / ANP ACOUSTIC WALL PANEL FOG FACE OF CONCRETE MO MASONRY OPENING 50 SQUARE C6 DETAILS 55« CONCRETE DETAILS 4AQ DETAIL IDENTIFICATION FO'- FACE OF FINI3H MT6 MOUNTING 55T STAINLE55 STEEL C,7 DETAILS 55.1 STEEL DETAILS BD BOARD FCB FACE OF BRICK MTL METAL 5T STONE TILE C1.0 EROSiOH CONTROL DETAILS 56.2 STEEL DETAILS ELD6 BUILDIN6 F05 FACE OF STUD STD 5TANDARD L3.2 WETLAiC MITIGATION PLANTING FLAN d DE7AIL5 56.3 STEEL DETAILS BM BEAM FRT FIRE RETARDANT TREATED NIG NOT IN CONTRACT 5TL STEEL a 2 INTERIORELEVAT!CN ICENTIFIGATION EO BOTTOM OF F' FOOT/FEET NO NUMEAR SU5'1.1 MASONRY DETAILS SP SUSPENDED LANDSCAPE FT6 FOOT IN6 NOM NOMINAL 5V 5HEET VINYL LO.01 VEGETATION REMOVAL AND PROTECTION PLAN MEGHANIGAL GB CATCH BA51N FURR FURRIN6 NTS NOT TO SCALE SYM SYMMETRICAL 1-I.01 51TE PLAN MO.I SYMBOLS, LEGENDS, AND ABE;REVIATION5 - MEGHANIGAL TITLE GE CONTINUING EDUCATION (OFOI) FV FIELD VERIFY = GEM PLA5 CEMEMT PLASTER FVC FIRE VALVE CABINET OA OVEN ALL 1-1.02 ENTRY PLAZA MATERIALS PLAN MO.2 EQUIPMENT SCHEDULE - MECHANICAL DRAWING IDENTIFICATION CostEsbmatcx T TREAD 1-1.03 COURTYARD MATERIALS PLAN MO.3 EQUIPMENT SCHEDULE - MECHANICAL 52.1 SCALE: C6 CORNER 6UARD 01 ON CENTER TO TRENCH DRAIN LI.O; 5ERVIGE AREA MATERIALS PLAN M2.1 FIRST FLOOR PLAN - HVAC GIP CAST IN PLACE 6A 6AU6E oD OUTSIDE DIAMETER TE TACK BOARD 1.05 ENTRY PLAZA LAYOUT PLAN M2.2 SECOND FLOOR PLAN - HVAC r a WALL TYPE IDENTIFICATION GJ CONTROL JOINT 6ALV GALVANIZED OFC,I OWNER FUP.NISHED GONTR INSTALLED TEMP TEMPERED 1.06 COURTYARD LAYOUT PLAN M2.3 ROOF PLAN - MECHANICAL (See Dropong A11.1) GL6 CEILING 6E GRAB BAR OFOI OWNER FURNI5HED OWNER INSTALLED T46 TONGUE d 6ROOVE 1.07 SERVICE AREA LA`r'OUT PLAN M3,1 FIRST FLOOR PLAN - PLUMBING GLR CLEAR 6L 6LA55 OFN6 OPENING THK THICKNESS CMU CONCRETE MASONRY UNIT 6YP ED GYPSUM BOARD 1-2.01 IRR16ATION PLAN(TO BE ADDEL 04-01-2003) M3.2 SECOND FLOOR PLAN - PLUMBING I 1 O WINDOW TYPE GALL OUT(See OFF OPPOSITE HAND TOE TOP OF BEAM L3.01 LANDSCAPE FLAN M4.1 PARTIAL PLANS AND SECTIONS - MECHANICAL Draw(ngs 58.1 and 58.6 fcr GONG CONCRETE \ / COL COLUMN 6WB bYtPSUM WALLBOARD TOG TOP OF CURB L4.01 GONSTRUCTICA DETAILS M4.? 5ECTION5 - MECHANICAL types) P PAINT TOO TOP OF DECK L4.02 CONSTRUCTION DETAILS M5.1 FLOW DIAL-RAMS - MECHANICAL CONT CONTINUOUS HE HCSE BIBB FERIM PERIMETER TOP TOF OF PARAPET L4.03 IRRIGATION DETAILS M6.1 DETAIL5 - MECHANICAL CONTR CONTRACTOR HG HOLLOW CORE PLAM/PL FLAETIC LAMINATE TOR TOP OF ROOF L4.04 LANDSCAPE DETAILS M6.2 DETAILS - MEGHANIGAL - O GPT CARPET HDWD HARDW00D ALAE PLASTER TCS TOP OF STEEL BUILDING GRID IDENTIFICATION M6.3 DETAILS - MEGHANIGAL GT CERAM I G TILE HO HEAD FR PAI•R TOW TOP OF WALL ARCHITECTURAL M7.1 CONTROL DIAGRAMS - MECHANICAL IM HOLLOW METAL F5 FIR jJEGTION SCREEN TPD TOILET PAPER DISPENSER A2.1 FLOOR PLAN -FIRST FLOOR M1.2 CONTROL DIAGRAMS - MEGHANIGAL t OF DRINKING FOUNTAIN t HC HOLD OPEN PT P'<E55URE TREATED TS TUBE STEEL A2.2 FLOOR PLAN - 5ECON0 FLOOR DIA DIAMETER HORIZ HCRI:ONTAL PTD ?APER TOWEL DISPENISER TYP TYPICAL A«.3 ROOF PLAN FF-LEGTFcIGAL Q DIM DIMEN51ON HF HIGH POINT FPu PLYWOOD 53.1 BUILDING ELEVATIONS E0.1 5YM50L5 AND LEGENDS - ELECTRICAL 3 REVISION IDENTIACATION t DIM PT DIMENSION POINT HR HOUR F'✓ PHOTOVOTAICS UL UNITED LABORATORIES A3.2 BUILDING ELEVATIONS AND SECTIONS E0.2 LUMINAIRE 5GHEDULE - ELECTRICAL C PON DONN TL DETAIL UNO UNLE-55 NOTED OTHERWISE A3.3 WALL SECTIONS E0.3 SITE PLAN -ELECTRICAL f D5 DOWNSPOUT ID IN51DE DIAMETER R R15ER UPH UPHOLSTERY A3.4 WALL SECTIONS E2.1 FIRST FLOOR PLAN - LIC-HYINGa IN-UL INSULATION RAD RADIUS A3.5 WALL SECTIONS ELEVATION MARK OR DIMENSION POINT DWG DRAWING Rb RUBBER BASE E2.2 SECOND FLOOR PLAN - LIGHTING r RD ROOF DRAIN VCT VINYL COMPOSITION TILE A3.6 WALL SECTIONS E3.1 FIRST FLOOR PLAN - POWER E EXISTING JT JOINT VERT VERTICAL A4.1 TOILET ROOM - FIRST FLOOR ENLARGED PLANS AND ELEVATIONS E3.2 SECOND FLOOR PLAN - POWER EA EACH REF REFERENCE V6 VERTICAL GRAIN A4.2 TOILET ROOM '-'SONE ENLARGED PLANS ENLAPLANS AND P-LEVATION5 E .9 3ROOF PLAN - ELECTRICAL EJ REINF REINFORCED EXPANSION JOINT LAM LAMINATED VP VENEER PLASTER A4.3 ENLARGED FLOOR FIN15H PLANS - FIRST FLOOR E4,1 FIRST FLOOR PLAN -516NAL 3/20 NUMERIC KEY NOTE EL ELEVATION LAY LAVATORY RER OD REOMIRED A4.4 ENLARVED FLOOR FINISHES PLAN E4.2 SECOND FLOOR PLAN - 516NAL ELEC ELECTRICAL LF LINEAR FOOT/FEET RM G W/ WITH A5.1 INTERIOR ELEVATIONS - FIRST FLOOR. E6.1 PARTIAL PLANS - ELECTRICAL 1 LF LOW POINT RO ROU6H OPENING W/O WITHOUT A5.2 INTERIOR ELEVATIONS - FIRST FLOGR E6.2 PARTIAL PLANS - ELECTRICAL a'-o" GEILIN6 HEIGHT IVENT''IGATION 1E✓ ELEVATOR VAATOR LT WT L16HT NEI6HT RST RUBBER STAIR TREAD WD Ib� A5.3 INTERIOR ELEVATIONS - SECOND FLOOR E1.1 ONE-LI JE DIAGRAM - ELECTRICAL (Height alive Finlened Floor) EQUIP EQUIPMENT LT LINOLEUM TILE he HALLGUARD A5.4 INTERIOR ELEVATIOPI3 AND SECTIONS - LOBBY E1.2 ONE-LINE DIAGRAM - 516NAL +' E5 EMERGENCY 5HOWER WM WALK OFF MAT A5.5 INTERIOR ELEVATIONS - COMMUNITY ROOM E7.3 PANEL SCHEDULES - ELECTRICAL WP WOOD PANELING A6.1 REFLECTED GEILIN6 PLAN - FIRS'FLOOR E1.4 EQUIr'MFNT 5CHEDULE5 - ELECTRICAL DCCR NUMBER IDENTIFICATION ?' EW EYE WASH A6.2 REFLECTED CEILING PLAN - SE:OND FLOOR EB.1 DETAILS - ELECTRICAL ENC ELECTRIC WATER COOLER WPROOF WATEF.FROOF i_oe Door t RID 5cheC,Ie, ExIST EXISTING WT WEIGHT 51.1 ELEVATOR d .STAIR - ENLARGED FLANS AND SECTIONS S�___ EXF EXPANSION WI!F WELDED WJRE FABRIC 51.2 ELEVATOR d STAIR 51- ENLARGED PLANS AND SECTIONS AUP)y - yI U"�i46 eciiication Section 00000) A8.1 WINDOW TYPES/CURTAIN WALL ELEVATIONS AV2.1 FLOOR PLAN - FIRST FLOOR A/V LAYOUT ExT EXTERIOR w A5.2 EXTERIOR DETAILS AV2.2 FLOOR PLAN -SECOND FLOOR AIV LAYOUT rAGULTI' 58.3 EXTERIOR DETAILS AV6.1 FIF ST FLOOR A/V ELECTRICAL hCRICROCM ROOM NAMEMUMBER IDENTIFICATICN A8.4 ROOF DETAILS AV6.2 5EGOND FLOOR A/V ELECTRICAL =13}� A8.5 SEISMIC /ROOF DETAILS AV6.3 PA61NG SYSTEM FIRST d 5EGOND FLOOR ELECTRICAL LAYOUT Ii A8.6 WINDOW TYPES; CURTAIN WALL ELEVATIONS A8.1 EXTERIOR DETAILS A6.8 MISC. DETAILS SSE.1 FIRST FLOOR ACCESS GUNT'r-.JL5 Aq,l WALL TYPES 5E.2 5EGONr FLOOR AGGE55 CONTROL LOCATIONS NORTH POINT ! Aq.2 PARTITION FRAMING DETAILS 5E.3 AGGE55 CONTROL SYSTEM DIAGRAMS A11.3 DOOR, FRAME, AND RELIGHT DETAILS SEA AGGE55 CONTROL INSTALLATION DETAILS SHE:T I Aq.4 CEILING DETAILS SES ACCESS CONTROL INSTALLATION DETAILS SHEET 2 Aq.5 CEILING DETAILS A1.6 ARMATURE DETAIL5 - ALTERNATE 3c6CORNER&UARC Aq.1 CASEWORK ELEVATIONS AND SECTIONS Aq.B INTERI(:F DETAILS Aq.q GASEWORr; r:)E T 1',LS _-.. W" WALL GUARD Aq.10 MISC. INTERIOR DETAILS F2.1 FURNITURE PLAN - FIRST FLOOR. 1«, F2.2 FURNITURE PLAN - SECOND FLOOR Revisions Date Drawing Title 19 May 2003 R G PARTNERSHIP INC ��ED �, Project PROJECT IINT'ORMATION New Tivai d Library ��,- �r� 2:1t; BHall UP200 13500 ARCHITECT 'r' I _p BUP2003.00211 { JON R ' HIEUNING Comultant PmJect Ve V of 125 URE PEAR ,TNG Nh .IOC Construction Documents � �� xxxx ��621 SW Drawn by Drawing No Morrison S',eet,Suite 200 Portland,Oregon 9?205 • � TRa P �� PORTLAND, OREGON"�� Tigard,Oregon ��. Checked�by T:503.222.1917 F: 503.294.0272 www.srgnartnership.com OF - O AOO P NOTICE IF THE PRINT ORTYPE ONANY I1� �t III III III III�III I I ISI III III I I III ISI IIT r(T Ilf III III I 1 III III III III III III III I I1�III I�! 1�! I III�I l�l III I I I�I I�I I�I I I III I�I I�I�III I�; I�IIIIIII I - IMAGE IS NOT AS CLEAR AS THIS NOTICE, L- I I I 1 I � I��--I_ ( 4 I I I I I � 6i I • I I!1_i I_ I �L_I�I I- � I 111 -I I l�l ��9Z � �( 5�r iT I.i DUE TO THE QUALITY OF THE No.36 B•�,»•_-•• cL ` _ �rcr-iitcI, ORIGINAL DOCUMENT M � T uu lilllilii a il�lii�il�l�lli ilullll luli�i��l iu�lllli lllllu ill�lui illllull illlllui illllllli iulluli illllliu iulhll llll llllliillililuiruiL �9 iillliui a uu iuilui L sIll ll�ulWiliii<<uilltiiiiNi►� f,,1 y1. 1 -��. 4., ' M1 I LEGEND 5U I LD I NG CODE 5UM-NARY OVERALL BUILDING REQUIREMENTS ROUIRE`"ENT5 BY OCCUPANCY JURISDIGATION CITY OF TI6ARD, OREGON OCCUPANCY &ROUP A-i.1 B LIBRARY STACK AREA5-CALCULATED AT 1C05F/OCCUPANT BUILDING, DIVISION GONSTRiJGTION TYPE y-IHR V-IHR APPLICABLE GODE5 STATE OF OREGON STRUCTURAL SPECIALTY CODE (IggB) . STATE OF OREGON MECHANICAL GODS(Ig41X) HEIGHT (Table 5-B} STATE OF OREGON PLUMBING CODE (IggX) ALLOWABLE HEIGHT 2 3 1 e>A e>w a' e>• 1 HOUR FIRE RATED GORRlDOR STATE OF OREGON ELEVATOR CODE (1419X) ACTUAL HE16HT 1 2 I GONSTRUGTION OGCUPANGY B LIBRARY FLOOR AREA V e • r e I HOUR FIRE RATED OCCUPANCY A-2.1 COMMUNITY MEETING ROOM BASIC ALLOWABLE AREA (0) 000 14,000 / SEPARATION NOTE. !-HR occupancy separation realutred MULTI-STORY INGREA5E 211000 26,000 I SPRINKLER INCREASE NOT USED NOT USED ' TOATL FIxNRES PROVIDED IN NEW CONSTRUCTION SEPARATION ON 4 SIDES 100% 100% z EXIT L16HT MALE FEMALE UNISEX TO"AL5 ALLOWABLE FLOOR AREA (sF) 421000 56,000 A ' MIXED OCCUPANCY CALCULATION `FEG FEC 15T FLOOR LIBRARY 3 2 6 4 3 2 12 8 ACTUAL FLOOR AREA (0) 3,400 45,030 I 2ND FLOOR LIBRARY 3 2 6 4 1 1 10 "I RATIO (ACTUAL/ALLOWABLE) 0.081 0.004 COMMUNITY ROOM 2 2 4 2 - - 6 4 TOTAL AREA RATIO (ACTUAL/ALLOWAOLE; 0.865 I TOTAL WCS 8 - I6 - 4 - 28 ! lea ) NUMBER OF OCCUPANTS 5ER'✓ED BY EXIT ACCESS TOTAL LAYS - b - 10 - 3 - iq I �J COMPONENT OR EXIT ••• FIRE SPRINKLERS TO BE USED AE SUBSTITUTION FOR (1) ONE HOUR I CONSTRUCTION 1 I i t r O.q 1 1.� 2 2.'1 4 g / 6 a ) I � ,� �� I I - i . err --0 A r ,I �.. 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SCHLEUNIN6 �'Cn xxx� ARCHITECTURE PLANNING INTERIORS Construction Documents �' Drawnby DrawingNo 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 �'Cigard,Oregon � PORTLANDChecked by A002 T:503.221.1917 F:503194 8272 www.srgpartrership.rom9L �� TGE OF 0 , • Hall Blvd.13500 BUP2003-00211 19 of 125 NOTICE: IF THE PRINT OR TYPE ON ANY �Tlri I I t�I I i I I I�I I I I I I�I I I I l l s I t III I I III III I I1 I(f'IIII III III I III I t III t I l l l 11 I l i III I I III III III III IIIIIII III I I I I I�I I I�I I I III III III I I I I I I I III III III I I j�} IMAGE IS NOT AS CLEAR AS THIS NOTICE, L -_0 11_—_- ��- - I l I `�l I l I �f -�----I b - _ I---I--�� -I- l 18L I_ -I_ ✓1.____—__ �UL I --I 11� _ t.J(C �L � ) S, IT IS DUE TO THE QUALITY OF THE "°a° B' "' .• �'='==''� ORIGINAL DOCUMENT $ � gl� LL E.'I... 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INSTALL 45'BEND g �i ,� _ J ,--r;" FlAwri,r ct:✓isrER _ ,, / 'z r 1 f / / % ` 1'^r <a>INSTALL 71 Lf G�' J'PVC _ � h- / ,/ / \..�- � � `- '`•--.........'•,�-�`^.,-,'/, ,..�,..•,.'_•�.•.�_;,• ,.`��_ .. i r �\- -- r' "'✓`�"r. ,r'/ INSTALL 4.5'EEi`JD "boo r 1 / �' t», I '"'�- _ - - - _ '_ `� t ' i♦ �� '' INSTALL 1.%25 LF CP Jo PVC WM I I rx `' J/ �'�- ,. 1 / s ` ` .�-- - , ;i // f r/ ` .n 1 ,1��, ��r f♦/ ,/�r,•` r'.// 1 8 NOT USzD 7/ 1 i r .; ,r`` . ... \ — �— /=/ ♦ ;i �•*fir f,l_,�-. % � / r � i.'' '`\ '4"� ."_•_." . _ i �..a ♦, .�/ - .�•' _ / ' !:r}• —=�- �J 1 �`�'' - +/ �.I `, '' /� G �`�'' - - � �- f\ ' � •--+=� - /- - --- �►,'�5.�Lc. Q INSTALL 2.�96 LF CF 6 L:/ j , ' • ; r' , 'fes ___,i+�. = /;% / r/ it , / /:�� r1__ 3 .t s '"_-�i •.`_ --�..e., _ INSTALL 47.8J LF CF 6'LV I I i /./� r ! ._--•---- .fes.�(• .�L 1A, 7, b/1r�,. ;'� �-• 1�?LUC-CLS.r fRO NL7E THRUST RESIRA/NT J:' r -� i... 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C t I — -s, _!� _ 1 `�• "1 \ -- i /' /f /% rr /� ' - '-- O INSTALL 4�`,T'FQ4D TR4P S�T1pY CCX/PfJNG FC rfd I rl I f , ' ` /,! / ,/. `-mssi — -- �, r - B!I _ ,,r:.rC'"— \ \ S• :. ;F y'S -�/•- .♦ .- r . _, / CCYVVE?T TO SCYyE�JLE E 1 PVC g , ` \ r and ,8 �"Z -�"> / '-Tc7„LCtCL/a` J .r' %, SS -� " '-_ GA; AN WA Y BE INSTALL 1 _ _ T _ '.— -- --� 14'%JEG�' �.�.�-- -��-�_- �, �:.�.,,._ '.'x r T-t� y�•---'` � '- \ , �` \\ � � O TER ONES I/A = -- ��•__ �= l t� '- - _ \ \ �\ \ / • IN CCS!'IOW TJ4E7VCH M DIE;IL 1 /r ,\ 'T \ t..�- --- 1c?':71 ,C ls:�i '`�` `. \ �\ \ �� / �� (NOV N)NG P15'1'LW T� EYY 4 VA7ILYY,1. r - ffLEDAR 5t - r �' �'r. , GRAPHIC SCALE 30 0 Is 30 eo 120 NORTH ( D1 FM I 1 inch - 30 tL Architecture Revisions Date N& S l6 May 2003 Drewing'C N �, � PFProject No UTILITY PLAY KURAHASHI 10U G, GINd Planning Nevi Tigard Library * 11,674♦� A REWSEDU6--10-03 8e ASSOCIATES, INC. comitantProixtNo BU M03.00201 i ( Interiors ' • Civil Engineering • Rater Resources 2100 20 of 125 Final Construction Documents CR 30 Landscape Architecture . Planning No C 9 lUlr 18 %01 Envrrorunental • Surveying Dtawn I ; �g 15560 SW Jay Street, Suite 200 Tigard,Oregon xK. Aav` f Beaverton, Oregon 97006 Checked by 621 SIX Morrism St Suit-..200 Portland,Oregon 97205-3894 T 503-222.1917 F 503-294-0272 E srg(aisrgportnership.com R !'1' 1 Z 13 (5031844-884'! tai. (5Q3)844-9731 BA 9 C 1 0 0 ' ' --x,''«�r:ry-.yam .,�.,.Nr., ...r. ,�, .- :.. ;: .„ -:are.^,�e�•.:'-�•sat@a.... _. a�,,,. ..«, , NOTICE IF THE PRINT OR TYPE ON ANY 1f IIf III III 111 Iii 111 I 1111 1II III I 1 III li' 111 tlT Ilf lli'ilI T ff�Irl ill Ill lIl 111 Ill III I I III III fII I�1 III 1II III I�I�fll I�I ljl I' I Irf I�f IlT'I 1 Ill III 1{I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, --- _ - _�Wilol �1Ja4L _ 411i 6 � III ISI ► lib C1 � ' _ _�-�- IT IS DUE TO THE QUALITY OF THE Nm 34 ._ r>-' w� ORIGINAL DOCUMENT B itaflt I.8� ti, IS�Lti, �11 9 9 i C 6 T10�lllilTItlIIIIIIIIIIIIII� II1�I�II��I{��1��►�{��i��1�{{�� {�� {ill 11111111 Illllllllll��l ��l��l��ll►l�Wl t 111 �I 1��1�1�11 . GEN SRA L NOTES:O TES: ___" __ -----_ -_ -•-- - -,-.-- - -- .----- _---- -- _ ---- ______ 1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THF CITY OF TiGARD WASHINGTON COUNTY AND . p__ - , " , __ __ ___ -.__ _. _.- _. .__... . _ _. _ ._._ . ... .- _- CLEAN WATER St7RVICES STANDARD PLANS AND SPECIFICATIONS, A ��EGON STATc PLUMEING SPECIALTY I � &.7- w1zI.oW 40 -_�_._ t-N �_� �_ ` ` _ __ _._ ._ - -_-_-----._______._.._--_..---______.--.._ _. -...,. - _--....___�.___.__----- ORM DTAINAG'E NOTES.' \ J CODE (1996), AS APPLICABLE. ri_ .'� � I r I- r ��'e';941L1E.r`- --.1,1 ss JJI� _• �� \ a- �. I " ` ",k-.% `'`"1 "`� ``` !O CUT�ALL S�7UCTUR£ SEE' DETAIL 9 2. PRIOR '0 ANY CONSTRUCTION. LOCATION AND ELEVATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY 1 \�.- _.�•►-----�, lE Al.f�fR �''� _-� % �sS / C5 THE CONTRACTOR. WHEN ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR 1 � , !� *�-'__- "\,,- �, � IE = 1,3800 SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WIIF' CONSTRUCTION. 1:` /R I /•� 4 1.`'AIDE;. \•��,_t'E7•QT/G-� '-�...... � \ �-, x r T '�►, ._• �.,� ~ O /NSTALL 75 75 LF OF 12' ,'VC 3. CONTRACTOR TO LEAVE ALL /REAS OF PROJECT FREE OF DEBRIS AND UNUSED CONSTRUCTION MATERIAL. �,� , __ ,,TEZ,ADC2L) „/'-( - "��''`�^•, s� / S = 0.02J r c _ I �- - :L;,/L7~� /' _ .\ ( s %it �3 /NSTALL DITCh' INLET SEE DETA/,! 6 4. ORGANIC AND UNDESIRABLE MATERIAL SHALL RE REMOVED FROM THE CONSTRUCTION AREA AS DIRECTED BY � - "� - ��-' �. \ .,� � "' ,t"� f ' J �0 THE ENGINEER. If. - _- `- ---� - - -� '- TOF OF &INK �• -` y'J`f� a /E - 19.70 y� r 4-1 6� t 41 C/A '"` \ \. i / �4 CONSTRUCT/NL-c-T fZ OW FAD 10 x'10 X18" CF RIP RAP �. ALL DISTURBED AREAS NOT LANDSCAPED ARE TO BE HYDkOSEEDED OR BEDDED IN STRAW 70 PREVENT "' �' - I �••, 1 rte"_- �!\ '"f r-� /F = 14030 EROSION. SEE GRADING AND EROSION CONTROL NOTES. I R I,J rhl t - __ _ t' _ - I .��_` A_L?Eh _t ( �`.5 `` ( �,,��_v,� _'� .1„y�� , ` 11 ( + O�/NSTALL 11.25 L� Gig 18 PVC�<J 6. ALL FILL. AREAS WILL REQUIRE STRIPPING OF ORGANIC MATERIAL PRIOR TO PLACEMENT OF FILL. FILL s I 1 6T ----f '� _ �1`• �`'� ` �'- w I _�� " ` \' � - -, �'`��"��- 5 __ I_- I N-,---- � - ( "�'�._1\`~ �``'=t` '' lI JS T 72' WA TER G�UAL/TY MH,vHCL E Sc= DETAi�_ WILL BE PLACED IN 8' LIFTS AND COMPACTED TO 95 S: MAXIMUM DRY DENSITY ACCORDING TO AASHTO 1180 ' II - I3 �.� `�, '- �, ``�-^.`,,• , 5 GJ c CD vArrA" - G ti RIM EL 143.50 S.ANDARDS. BASE ROCK IN THE STREET WILL BE COMPACTED TO THE SAME STANDARD. LANDSCAPED AREA I }' � , ) J~w _ f ."_ - y 1 WI' _ BE COF!PACT'ED TO 90 9J THE CONTRACTOR WILL PROVIDE DENSITY TESTING A MINIMUM OF ONE FVR _ _ L __ I, , . i �~ ^` � \ 1 / �Br�•� ) -1- I /E /N (8 IVJ 140.40 EVERY 10,000 SQUARE FEET OF AREA AND TWO FEET OF FILL PLACED. ADDITIONAL COMPACTION TESTS AT NO -. - ___� . L, C ` ` '`74� �� '/ " sS / IE IN (12".� = 14[.40 I EXTRA COST MAY BE REQUIRED BY THE CITY OR ENGINEER IF POOR COMPACTION EFFORTS ARE OBSERVED '�: fes - `" ( ( \• j J �\� /E /N (8 NWS 140.40 DURING CONSTRUCTION MPACTION RE?ORIS FROM A REPUTABLE TESTING LA WILL t i! -f - ' -' r -'"" �'c = CO B LL BE SUPPLIED 10 THt r, ) / �``� t/l..h/.IAIION . - �f 1� c _ /E GY/T (1. ) 140. ENGINEER. INSPECTION WILL BE PER'ORMED BY THE SOILS ENGINE'S RESPONSIBLE FOR THE JOB. I _ -; /4 _��'.'I-'"�``�• � � � \ r � �.._ I �* \ � I � •`? , `(( � \ ��S I - I \ _' _ -70 I i \ j O INSTALL 34.58 LF 0r 8"" PVC \ / 7, SITE CONTRACTOR SHALL ASSUti,L RESPONSIBILITY FOR ALL SOFT SPOTS FOUND DURING EXCAVATION AND \ {^ `OEC' \ �" '� �",'" .� 0 N. �` S = C.005 i I \ I i `( ` EXIST SS AIH I GRADING OR CREATED BY CONTRACTOR OR HIS SLECONTRACTORS OPERATIONS. NC ADDITIONAL COMPENSATION FOR, 1 C ;; �� ' L=' . ,\1. `"�'- --',� 1 j \\ - �/ \ N om''- �� ' ) R/M 1J8.29 r /N57ALL 22.5'BEVO dr 11.25 BENC STABILIZATION MATERIAL WILL BE MADE, AND NO DELAYS BASED ON SOFT SPOTS SHALL DE ALLOWED. I 'J, •'I I r - -�'1 \ �'6ti' C,,- J I y \�( 15'�1%LLQy' �! / '' �"�, \ `J S' �'4"' / 1 \\ \ 1 ,aI c ( ~ Tom, , �'_ , E`A � 1 � y t~ \ O9 INSTAL!_ 89.4/ LF OF 8" PVC 8. NOT USED. k I / ( ;� ¢CEDAR + 1 - I 1- W/L__�l�/:• S - 0.005 �, 7 �, �� 41 i+"r - 1, 9 \ I I 1 ' `l . sti IYIi,L!? I `� \• 10 INSTALL (2) 45- BENDS R I"' •1 c j ` � _ / 1 v 9. NO PERSON SHALL DRAG, CRCF, TRACK, CR OTHERWISE PSA.E 0 DEPOSIT, CR PERMIT TO BE DEPOSITED i "" - / _ I 11 I h A('PL- 11 I ' ! Z �\ ,r 11 INSTALL 62.79 LF OF 8' PVC MUD, DIRT, ROCK, OR OTHER SUCH DEBRIS UPON A PUBLIC SIRE.T OR INTO ANY PART OF THE PUBLIC STORM -!' " �, ` �I �,- /� ~T` , \ AND SURFACE WATER SYSTEM, OR ANY PART OF A PRIVATE STORM AND SURFACE WATER SYSTEM WHICH DRAINS s cC ( aAr c AT' -1 - .__ _ / \ ,,. I '-� , -�= r� f ' „_,'.. S = 0.005 Cr: CONNECTS TO THE PUBLIC STORM NIJ SURFACE WATER SYSTEM. ANl' SUCH DEPOSIT OF MATERIAL SHALL �":.-.,,. 7!"`'' �i ' r` Ar p � � J -� �.. - leL) 0 ', * / / / \ / �2� /NSTALL 19.75 LF OF 12" PVC _ __ f 24 G DAP ...11 �� BE IMMEDIATELY REMOVED USING HAND LAt.OR OR MECHANICAL MEANS. NO MATERIAL SHALL BE WASHED OR ar 1 , �, FLUSHED INTO ANY PART OF THE STORM AND SURFACE WATER SYSTEM WITHOUT EROSION CONTROL MEASURES I I - -t - -�1140 �,, c h'�./.Y' r•- I hundred year \ ( / 1 N S = 0.010- - -+ Y' _ _ "' 2 „_. ��)' 24'fICL )„_' �,_ I flood 1ain \ `7 1 /NST,4LL STANUARG MANHOLE S� DETAIL INSTALLED TO THE SATlSFAC11ON OF THE CITY, AND ANY SUCH AC110N SHALL BE AN ADDITIONAL VIOLATION . �-� `� r p �ti. 7� -`-` "w / 1,\ \ \ R/M /46.34 C5 - _ ( �.�1�_s -a�� `-•T�c ESA Ci j i boundary ♦ �" CWS R&C OO-7 1 \ � _( I ; 1 ., k \ 50 .,� I I \ r2�7"Ila I "- _ __� ' '� �._ �-'- r' ,..-� 1 >✓ I `-�. -� \ ((�14 /NsrAL r6.03 LF Gly 18" Di)�10. STANDAi?DS SIDEWALK RAMP CURE-DROPS SHALL BE LOCATED AS SHOWN ON PLANS UNLESS OTHERWISE I \ /� _DIRECTED BY THE ENGINEER. }� I ; - 1 (11 /�© / I `\ @-^S TA0.010 T_ 1 `V f I -__ \ %NS LL CIEANOU SEF. DETA,L s 11• ANY CHANGES FROM APPROVED PLANS SHALL BE REQUESTED BY THE DESIGN EN',,INEER, AND APPROVED BY �, 1 � I I II I I I I -Zvi- •.` \ � I ' � I \ \ \ RIM = TC GrgAOE C THE APPROPRIATE AGENCIES. COMPLEXITY OF MOD FICATIONS WILL DETERMINE IF REVISED PLANS ARE n) i; f I ..� \ ' \ ` 1 71 REQUIRED. I yT 'r I / l I ; ��a� /E = 140.81 i' / ~` �'J--�_ -- _ �'• ` Yr\ >6) INS LYNCH CATCH BASIN SEE DETA/L C5 a 12. STORM AND SANITARY SEWER LATERALS SHALL RE OF NOTED MATERIAL AND 4"SIZE UNLESS OTHERWISE V ' I h I l / _ _ _-_ _ �-_. -_ - _ /�% \ •, OTA TF = 145.70 NOTED, ALL LATERALS MUST HAVE #10 GAUGE COPPER WIRE AND TRACER TAPE AT 18 TO 24 INCHES ABOVE I I _ _J '�4 ` \ l � /E = /4,3.70 LATERA[ THE ENDS OF SANITARY LATERALS SHALL BE MARKED WITH A 2" X 4" PAINTED GREEN, WITH DEPTH I Q I � ' I \ ! / r � , � " \� \� 1� IN57ALL 75.3; LF OF 12" PVC OF LATE ,AL CLEARLY MARKED AND "SAN" CLEARLY VISIBLE. STORM LATERAL ENDS SHALL BE MARKED WITH A / \ ` ( \ \ � \ 2" X 4" �AINIED WHITE, WITH DEPTH OF LATERAL CLEARLY MARKED AND "STM" CLEARLY VISIBLE. ;, �i� I I / ` X S = 0.010 7 ,r � I � I _ __ ' I Y(\`', \ � •�.,,.\ >8 /NSTALL LYNCH CATCH BASIN SEE DETA/L G'S 13, A SANITARY R PIPE 1'0 5' OUTSIDE OF THE BUILDINGS SHALL PV P II � , ( ` - -_ - ` � r'^� \ �-- `-� ;� GRA IF = 145.77 O ALL SEINE 0 S 6E C PER ASTM D3034, UNLESS I sr , I { - OTHERWISE NOTED. ALL PLASTIC PIPE MUST HAVE 3'-0" OF COVER OR BE C-900 AS APPROVED BY THE CITY 1 I g )1 I ;'� � - 1 � _ -' \ ♦ \ /_( I - II \ \ 1w -�_ �'"'=-, /E = 14j77 OF TIGARD. q . 11 C. Y61 � / XS / gyp � /- r.-_�w) I �'`''• �� 1 �� ll \ ._. \ '- 1,9 INSTALL (2) 45' BENDS & FLEANOL1T SE_ DETA/L 1 14 A SI I R T H ,� ' 1 \ _ C5 . TRAPPED CATCH BASINS AND AREA DRAINS SHALL BE PER THE DETAIL SHEET, OR AN APPROVED EQUAL j l �I I .p � 1 �..• _ Y ( L .� �, � RIM - TO C,RADE 15. STORM DRAIN SER�10E LATERALS SHALL BE INSTALLED TO WITHIN 5' OF BUILDINGS. r. J �,a,�„\~' - r i �6 \ _ - _ " `} I- �\ �I /E = 14J.81r 6 16. PRIVATE STORM DRAIN PIF!NG SHALL BE PVC PER ASTlv1 D-303a1 SDR 35, OP. APPROVtD EQUAL. UNLESS I '--`4 1 - - - / -L (� �,.� \ 2 /NSTALL D/ICH /NL£T sEE DETAIL OTHERWISE NOTED. i j I I I' ' . - : '" % %' `\ T , � \ ~``` \ kr� 6RRATE = 142.80 C5 T I I - >;,--- .• r 'a.OW "li 1 �' I A, / s - , \__ /E - 141.81 1'. i'RICR TO ACCE"rTANCE, ALL PUBLIC STORM ANC SANITARY SEJVER SHALL 6E AiR ESTED ANC V1DE0 TAPED I J II �_ '+��%=1 I ( I/ ` '`�` �~� ` ` J " IN ACCORDANCE WITH THE C W.S. REQUIREMENTS FOR SUCH TF,TS. PVC PIPE SHALL ALSO BE TESTED FOR 1 I I I I I e.,, I. -' / \ �,� . 4 21 INSTALL 84.14 LF Gig' f0 PVC DEFLECTION, USING A MANDREL DESIGNED AT NO LESS THAT 95% OF INTERIOR DIAMETER. CONTRACTOR TO t +` 'f ! '-_; 61 \ �,, 5' = 0.010 CONTACT CITY INSPECTOR FOR SCAN OF SEWER. ' ' _ __ -zz-'- \, \ t� __ "� � � „e.9s �� 40 FlR 1 ``". \ ' ;, - S M'A 55 -` �- -- . \�' -- � I 15 Fi'' `\�., `` ' '\ 2@ INSTALL 114 REVD 18. BEDDING AND PIPE ZONE BACKFILL REQUIREMENTS WIL_ BE IN ACCORDANCE WITH APPLICABLE ,� I \ �� ! /E 141.24 s J , C� �- �\ /NSTALL CLEANOUT SEE DETA/L C5 SPECIFICATIONS AND DETAILS. f/ I • 4, I `\ 111 I ( i ; F� P42A pRAINS g�G ^� �'� \ - '�_3 / •`\ 1 I : 1 e �' _ I ' 1` � - 1 RIM = TO GRADE 19. TRENCH BACKFILL IN PAVED AREAS WILL. DE 3/4 -INCH TO 0-.NCH CF;USHED ROCK COMPACTED TO 95 , I ` '' _,f I �� 62 / l PERCENT RELATIVE MAXIMUbI DENSITY. AASHTO T-99. 1 1 I I' __ , I _ «• 1 1, - , ` �\ ��' ---"- _ 1 - ! - -t' ��/`1,1� �l ,,:b 471 11 J ( -� \ ` w. '� 24 INSTALL 15.86 LF Gly f0" PVC A 20. MINIMUM COVER OVER WATERLINES IS TO EE 36 INCHES AS N,EASURED FROM FINISH GRADE TO TOP OF , �= _� -- -- ;i f�Crr .+�" / ! � ' 1 , \7- 7. � �• J `\_ S = L7.6 ��- O PIPE. MINIMUM VERTICAL SEPARATION BETWEEN WATERLINE ANtD SANITARY SEWER AT A CROSSING IS 18 INCHES. F " 1 I ,b.-_ b+ I , a� \ �' \ '`� �""^ " - `7 3 ' /NSTALZ�12.22 LF OF 12'PVC SANITARY SEWER AT WATERLINE CROSSINGS WITH LESS THAN THE MINIMUM VERTICAL SEPARATION SHALL BE j �' 1 \ �0 ''J - � r '�(� !l J�' / �\ \,�' `% \ � \ \ ` I \, i �. �. -.., / S = 0.010 I 3 CONS IRU ,TED OF DUCTILE IR.IN IEE W TH WATERTIi,HT JOINTS. IN SUCH CASES Tl IE 18-FOOT LENGll1 OF ao �- } : �__ _� _ __ � ( / \ SANITARY SEY/Ec'c SHALL BE CENTERED AT THE CROSSING. PIPE M:\1T:RIAL MUST BE THE SAME FROM MANHOLE TO I ` ._ -,Y``"- lam- - r!_ ,�_ 1 _ 10 "' / � '`\ / \ .� ` Q /NSTALL 34.78 LF OF 8" PVC 1 MANHOLE ON THE PUBLIC SYSTEM. MH l ` - - _ i":,. -- --. }`--r-I �' A / ; i,� � Z8 ASfy . ,` I '�S 0 0>0��, �,�� a8 955,1 _ - - -- \ 24 ib1APL._ %NSTALL 10x1016 WYE L A ( 121. ALL WATERLINE PIPE ANE R TNGS 4" AND LARGER SHALL BE CEMENT-LINED DUCTILE IRON PIPE, CLASS " 1� p .- 32 . I ' 'a.- - T�rl (� - \1 \ `\ _ _�� F' �© /E = 141.93 i i. .tin i 52 WI'l-, TYTON JOINTS. 1; .:I I r- - _ "-31 �� " t- _ 1 % w ____ - 1 22. WATERLINES SHALL BE PRESSURE TESTED FOLLOWING CUMFLETION. TEST PRESSURE SHALL BE 150 psi (AT I I 44 -_ ,ae9airt ,�B.assw - 0 1 `` . 7 _ l \ /7 I \ --- 2� /NST,4LL 9.51 LF OF 6'PVG LOWEST POINT IN TEST SECTION) TO BE HELD FOR A PERIOD OF 1 HOUR WITH .4 MAXIMUM PRESSURE LOSS OF I i - -___ - �� a• ! �,.- p ;.� � ` ! HUNDRED Y AR 1 \ - S = 0.114 1 \ _ i ; a,c I I FLOOD CLAM 9 INSTALL LYNCH CATCH BASIN SEE DETAIL 7 I + 5 psi. I 53 �- {��J ? ,a.avc / J _ - e 11 y ' G 1- _<`� e.,, � ' BOUNDARY C5 i ' �' 1 . ; .�''iylA E :.. _ :='�•'('._!" ATF >4 95 _ _ ( GR 5. 23. PRIOR TO BEING PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL BE FLUSHEC. STERILIZED, AND r , / "'"AC 58 ,9 ASH /` �; � 2rr"MACE ' STIy _- -w.._ '),. "•- -�/, ;i � ' � -� \ /E - 143.01 RE-FLUSHED, ALL IN ACCORDANCE WITH STANDARD METHODS OF THE HEALTH DIVISION, CEPARTMENT^OF HUMAN � T , � ` �L Tb1A/- -` --�- �I - ��,� I ,,,`JAS ��M 4y � ;-1. . --- -�,�� A RESOURCES, STATE OF OREGON. 11GA CREWS WILL TAKE BACTERIOLOGICAL TESTS WHEN SO REQUELTED BY I I I I ` \ \ i i \ I 9 IoN�. , I _ _�� - -� ,--�'� �0 SST.ALL 47,09 LF OF 10 PVC�O ll�l CONTRACTOR INSTALLING WA MAINS. I \ \ � 52 4L 148'-'11r12R n ��1,, I+an " \ i Cur=es / t -� f �- S = 0.010 �_��' � ! . I !� 147 UNp�N /'TAI _�, I " ' A -- ._ _ -` __ .31 /NSTALL CLEANOUT SEc� DETAIL 1 =' ti / _ '- 24. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL 'W,ATERLINE FITTINGS AS REQUIRED BY CITY ,k"s ! . \ 1 - - V =1t, l r-- 'ir- � _ -- RIM = TO GRADE C5 c I A i - .J r •r .,t 46 '! ' /� 60 ' , 1 r__ -142 _ i STANDARD_. BLOCKING SHALL. BE POURED AGA.,. ,l JNDI5TURBED EARTH AND CLEAR OF JOINT ACCESSORIES. I ; 48 � �� •BB7tC ! i11v �" / ( _ - __ �.- -- __ .-._ -•,` - _ _ /E = 142.42 BEARING AREA OF THRUST BLOCK SHALL BE COMPUTED ON THE BA51S OF ALLOWABLE 501E BEARING PRESSURE. C4lQ7AC '•QAC r 1 `� "` _ -�- - _.-- - - _ ---r - - - ��"'~ "'�� A - --�� -D ! ! I j I ) I i '1" / 1 ' ' ' ' 4 "' i ,4a5m ! i I i I'1 1 , 9Zic I �,7.ges,� c " r r ! I / TOP OF B<WK -.. - �_ ' - _ __._ _ _ _ 32 INSTALL 26.47 LF OF 10'PVC 25. ALL WATERLINE CONSTRUCTED SHALL BE IN ACCORDANCE WITH A.W.W.A. AND CITY OF TIGARDr STANDARDS. 1 I S9x ,a 5 NAc 29AC 1 t+e..� 1 . ,ri.amc I ' 8 !14� '_f' ^T-. .� _ 1 O s ? I g �, 26. WATERLINES UN THE PRIVATc SIDE OF THE WA11=R METER WILL MEET UNIFORM PLUMBING CO'�E AS I I �a ---}k I d r / 8 hAWT,IiORN -- .3.3 INSTALL 45' BEND, 4.37 LF 0'r 6" PVC i, ,5Gse1c l�.anc S I ( ( �L4 AST/ _ _ S = 0.010 ADMINISTERED BY CITY OF 11GARD. 1 `r [ ;I I _ to-.qIc a9.,o aaz Ia.7zAc a lu ;.'B "0pac " - ` 27. FIRE LINE ON THE PRIVATE SIDE OF THE DOUBLE CHECK OR DO BLE DETECTOR CFIECK RPBP UR RPBP �' -%ox 'Sa09'C 6.• t. 9,w 1°00"` -,.2 x r 1 I - U t, ! '"9'•9AC : \ uowau7„c �+, v� 1 �' ae I � 34 INSTALL CLEANOUT, STUB 5" TROTH PU/LD/NG SEE DETAIL O DETECTOR CHECK SHALL BE CONSTRUCTED TO UNIFORM PLUMBING CODE STANDARDS AS ADMINISTERED BY (.. ! ' I I -,.ux lxxm � (r7►•) o� '� 'w.a� ' C. ! I RIM TO GRA DE CS CITY OF TIGARD. I ,gz'_ x 11a�• o' _'25% - + -, / 0 'L05 TII IG11��j- `\ I 2 < I ,'Q 2 2 21 12 / ,;f` J�.` / �/ ; V ( 60ASh'a /E - 142.92 28. ONE SET OF AS-BUILT MYLARS SHOWING ALI. IMPROVEMENTS SHALL BE PROVIDED. I I" c •, ., �_ J I 35 SD/SAN X-/NG 9 j 'p ,a9.aeAc ,aa.eoAc taazsnc , ' .`'scl47 Ac „ I .s °pjc 1` `"- -\ // 61 /E = 141.82 (SD) i I ��' rNI I ,a9:ACAs I c' 29. CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTIFICATION OF UTILITY COMPAN;FS 48 HOURS PRIOR TO I 1,1 r I , g 'a� � -` Ir 13 's "r �\ I 0I2 r'yAWl''RORN _ 11 CONSTRUCTION. ( - oas "II -.as b' - II ,+ �, I 5 \• '? eU ALDER ` /E - .44.00 (SS) 0. 1 ,Sas 3 s b. ' 148, c I H GAC , c 14 ! 1 l ISQn4c _1. •19.7aAC Isa"9 - _ _ ---- _..�I ._ �' - - =i•- r •.�' \ 78:;VA4" \ O 30. ALL NORMAL EROSION CONTROL INCLUDING BUT NOT L'',,TED TO TEMPORJ,RI' PONDS & GR kVEL CHECK I �� 175 ._ ':% ,� ti I % �,� 36 COCaRC/NA TL' PLAZA DRAIN I BIOBAGS REQUIRED BY CITY SHALL BE INSTALLED WIT[iOUT ADDITIONAL COST TO OWNER EXCEPT FOR Im."' ' g ssav'` `'V,'.; 16 ,+"� \ � I ♦/ 'S ALG. TREATMENT WITH A CHEMICAL PROCESS IF REQUIRED) I I �I '• '<>e; / , I � 4 �� \ lL-r�q � 1� •Sr�WTHORr1 s �7 SiZJB 5' FROM BU/LD/NG k 31. EROSION CONTROL WILL INCLUDE PUMPING WATER TO PONDS & WINTERIZEiNG WORK REQUIRED TO STABILIZE " I Jl "' -; a` �Y :at, � - �_. / �/ �.� \ \ BAS,'; /E - 14345 -- - '� <C A _ _ --�- "- T - ', _ - \ -_�� •/ i '� h A,,N-_. 38 CONSO.005 8/0 SWELL 100 LF AREAS NOT ACTIVELY BEING CONSTRUCTED. `* ) _ 1 , - - '�rAK , / �4 ALL 4' 32. ALL WATER SERVICES BEYOND METER TC 6E SCHEDULE 80 PVC OR DUCTILE IRON. 111 --. K -., ;.,�ALL7 '' - �' + i \ ' 1 c - s ,aasaAc - - _-+ `-SZ \ ♦ 39 /N� ALL 11.7. LF (.� 8' PVC 33. EXISTING FIRE HYDRANTS TO REMAIN IN SERVICE UNTIL THE NEW PUBLIC WATER SYSTEM AND NEW FIRE 1 ,1 - _;j. - _ "I _0.5x t -_ =�- - • ` • HYDRANTS ARE OPPERATIONAI, APPROVED AWD IN SERVICE. I ti, - `'f ' s " °'" "'• a <. I +�syyC 15 • ro ( - ,-* 1 , S = CLDi0 -�,� " I g I I c F ' - -'� t ar4r ,so. z ,Bsr I ,.s t.eax '' ,ueaaa7 `- 38�� _ - L''R�e 1 .;�f( I _ `_".- _ 40 /NSTALL 1(0.11 LF OF 8" PVC A 34. PAVEMENT SECTIONS WILL CONSIST OF 3"AC AND 10 GRAVEL SUBGRADE. ( i *- +._:M � __k� , _z _ \ -;: In �f'r�T 7x' !IEC \ , 1 �- - 5 = 0.010 t,�- �.- 41~/NSTALL 7.28 LF OF 6" PVC ff ,,� a - •' t .',bA ia8. C - r iN.29AC ,N. -� - N •�.t,,. ,-_ S ;_� ��. \ ^•, /��\ i - ,n" I , -_ I.szx - ua z c ,a _ Sat a --� '--s y._` \ , 1 1 GWTHUrtN ✓�-�`�` * ,50/ J,4 2, J,�i.! 1aa.BDAC _ �- 1.$.}:AC Ia8.2aAC .,1 ,. 1 7 AC 18.7aAC J EAB.:.AC \ `r ,5',Fj / _�- •-�_ `•� ) '�'"• + r-" _ _- GRADING NOTES: I -I. -- -2 z � ,�, a t I 39 - 20;45'H, ! =, / \ .r s = v.olo .' ALL ELEVATIONS AND GRADE LINES SHOWN ARE FINISHED GRADE OF PAVED AREAS GR ( 1 - _� r 9' v �/ I ' I �� 'i i` 'i^\ \ �' 42 /NSTALL 11.25'BEND GROUND LINE. I 1 4a ^M ;' \ " o :k';'- -,aazaAc Am Slap o/ 18 _ �/ j !/ a,, lam``•. �,� I �, ,,i,� L * M� i' IE = 142.84 1 , 150.BaAc $=-2.0^. - �. ' L`SS" 1.1'� 3'P Ia8_WC 1 � ,` - I F ' / GRADES SHALL BE TO SUBGRADE IN THE PAVED AREAS AND TO THE LINES SHOWN FOR I I - -- --«- - 5 ,a.zA ',-"7-2 ,.5m Le.eAc ,aeaz.c ,.off �, '(I,, '�y^i �� SH 1 J .. 4 3 /NSTALL 55.17 LF OF 6" PVC LANDSCAPED AND OTHER AREAS. IN THE AREA 10 FEET BEHIND THE CURBS, THE TOP I - _ I 1507 C Ems`t ,f _ 'a s.5,w as , sAC ,a,, T , +,� C Tis.J -�-r r( y f. '\ \� ` /( J - - = 0.010 12 INCHES SHALL BE TOPSOIL APPR V F P A M NT Y THE ENGIN ER. - I (F '� \ I ) / ,r 44 0 ED OR L CE E B E , 7 j _.r / O /NSTALL (2) 45 BENOS 1 a ` I.BGRADE NOT IN 'TR RA FI MPA T T 9.MAC u9.82Ac 1 ,�. u. _ \ 4 I � /. \ } J •• S I 5 UCTU L LL WILL BE ROLLED AND CO CED 0 95 ; 1 12' � VE1F� -- -�' -- ` ! 1 I ' !�'..' � ) ~% - � 7 PERCENT RELATIVE MAXIMUM DENSITY AASHTO T-99, 6 INCHES DEEP. 4�t I ; I� _ ) J, /�7/7 �. `, -_ \ _ PV _TC7•"AS'H 45 /NSTALL LYNCH CATCH BASIN SEE OC TA/L C5 1--15 9s---_: __- ./ 2 i' �� j l tO �-•_- ORA IF = 146.GC i __✓ �4ASH .-. , SOFT SPOTS iN THE SUBGRADE OF PAVED AREAS WILL BE EXCAVATED TCA DEPTH OF 15, 1 4+,� `°� - ' d., � /�_ , I X14, , 1 �-. /E = 14j89 18 INCHES AND BACKFILLED WITH 4"-0" CRUSHED ROCK, COMPACTED AS DIRECTED 9Y 1 1 ' 0 2 cc: �,/r / i ♦ ' 1\ \ '`� ' , / (✓1 ,IA 1 %/ �A > I A I _ �-..� I 1 ��C , , � ' / r, . . 1 /`/`� f ; 46 INSTALL .6110X6 WYE �<� THE ENGINEER, /,vl ', a / j f \ , ' 1 / ! /E = 142.66 ��" / 1.5 !,:QST /I �1 / 1 ORGANIC MATERIAL (TREES, BRUSH ROOTS, STUMPS, ETC.) SHALL BE REMOVED FROM t... 1 5Qi c�D / i S J ,, ♦ 1 1 r/ ,f•__ , 4 INSTAL 45' BEND do L?65 LF OF 6" PVC WITHIN THE DESIGNATED CLEARING LIMITS. TRIPPING SHALL GENERALLY BE 9 INCHES I I / :� / ' �.C.r�n ��' , + , �' / f \ --r- D1�rh,wl SF,?�t.7jF_ S \ G� / ` t r S = 0.010 BUT MAY ESE DEEPER IN WOODED AREAS. STRIPPINGS SHALL BE REMOVED FROM THE I - 0 T% % _- _f i . --�� 9 - �[j'�Ef� `� f �`' ••.w �' • 1 t 1 r' '' t Lel C � ,-r � ®.fi'AY '1_111'- :,z S', ) , .: f/ 1, 1 . / ` � ♦ t ` r / CONSTRUCTION AREA AS DIkECTED BY THE ENGINEER. I C , / ,,a c ~ ( . - S "I rAT r r-• - 19 ., i`" / y•N I / \ I ( ), -'''_24• Hi0 O INSTALL L YNCN CATCH BASIN SEE DETAIL C5 h /`' , A_. �=„•_,,__.,• - 41 J i ♦ / !' ;!. / \ 1 ` .� I I GRA IE _ 145 5'0 ADDITIONAL MATERIAL REQUIRED TO FILL THE SITE SHALL COME FROM THE BORROW / 'ro �� 1�'. "•- .7' �''"`"'""-' ^,'�'••_•_ ''I - •_./ �/ ' i /♦ /� ' » l ` t) /E = 14275 AREA AS DIRECTED BY THE ENGINEER. THE BORROW AREA SHALL BE RESTORED AS ' I i 1 'Q i ) / - ;��- "� � - _ _ • ,4,,,� � ::��• / i ,r � ,1( 49 INSTALL 18.,36 LF OF 8" PVC DIRECIED BY THE ENGINE;_,\ AT NO ADDITIONAL COST TO THE OWNER. •,� ' � � ,_ r�� r'' - • �-I > ' � � ' / I ( � , � \ !i' ' S = 0.010 w L_ I , W7LLC W _.. ' , r ._•_•;_�-, �- f `� � 1 .x. PERMITS REQUIRED TO HAUI. : >TERIAL FROM THE SITE SHALL BE OBTAINED BY THE: I " i -" � / �/ ♦ �, "�`-'" '' �� '."� / ` -• __) >• "` )i /NSTALL W)2r 0 CONNECTS CONTRACTOR FROM THE COUNTY, STATE, AND OTHER AGENCIES AS NEEDED. ALL • r ,.._. l;= X ♦ r %1 v' _- r, r' `7 Y '% 4'1 A' O /NSTALL 18.13 LF OF 8" FVC FLAGGING AND TRAFFIC CONT•<OL REQUIRED SHALL BE PROVIDED BY THE 11 I I _ I / - � 'r / Y_ ; � 7 � � �1.-`� �♦ ♦ / � 1 � \ �" 5/�^ \ 1C ., 51 CONTRA TOR. ) j•l - r / •s, / / 11 �--r ".'x - ^; .A.": \ S = 0.0 0 "' ( .- - -- - - - i' ► • r ' .'.. ,' r moi..,,, i <-'` j- ' J d os' ' \ 1 CONTRACTOR TO DE RESPGNSIELE FOR UST NTROL DURING CONSTRUCTION HOURS. I - _ - _ -1 %f' `+1�•'' •'% �'-� -� -�`�" - - '♦ ' _ •� ,L^ \ 52 /NSTALL CLEANOUT SEE DETAIL _. t� __• . U CO I / l - -= - ,�' '""" t `` -- _ .. ALL/ R "- O - ADE 5 -. -- ' -- - \ q --;r. I �/!' r//,% / 11 '� __-_.,'� / / -'" 'l ,,•r- + �„ E �.' � � - r?� R/M r0 GR CS NOTE: ' tI - ; (/ _ E_„�- =��,,�� .�1- &E'y:;'77 _-- �' r`•i_'"..•.,•• - � ,.4 •• Iv _ _�..� IE =`143.40 Jilt ATTENTION EXCAVATORS: OREGON LAW R UIRES YOU 70 FOLLOW RULES I �+ w ( r ~� - i�•►Q."� ,-C.I� ; ' �� , '1' i �r_'•', + =-�"._�,�• •' L, ��,y 5J /NSTALL 49.51 LF OF 6" PVC EQ I - - - - - ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET -___-_ _________- - ___ -___ "` ___ -_- - - 54 /NSTALL STORUWA7FR OUTFALL IN } FORTH IN OAR 952-001 -0010 THROUGH OAR 952-001 -0090. YOU MAY OBTAIN I ACCORDANCE W/DSL WETZ.ANDS PERMIT COPIES OF THESE RULES FROM THE CENTER BY CALLING (503) 232-198'. IF YOU GRAPhIC SCALE C5� INSTALL W E & 45' BEND 59 INS TALL 52.52 LF OF 6" PVC 62 INSTALL SAO( MATER HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU , S 0.020 VALVE MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 a �� J NSTALL WYF & 45'BEND �"� �� _ _- -- - 60 /NSTALL 52.52 LF Or- 6" PVC 6,3 LOCA TF" AND FrEMOVE BUSINESS DAYS, BEFORE COMMCNCINC 1N EXCAVATION. CALL (503)246-6699. 57 /NSTALL LYVCH SAS,N S = 0.020 �\_�C,YIS77NG WATER SERVICE NCRTH ( W FEET ) RIM=146.6L? IE=145.90 61 INSTALL FOOT7NG DRAIN PIPE I inch • 3A ft. 4" PERF. AND DRAIN RCLX I 58 INSTALL L YNCH BASIN (fZ4 T GRADE) O _ _ _.- ___--_-- __-- RIM=146.16, IE=141.72 _ Architecture Re�•isiom Date Drawing Thle E woos 16 May 2003 STORI�i DRAIN Planning pw", ADDENDUM KURAHASHI �'e11N000 &GRADI•NG PLAN New �i and Librar<� �:� � N't FF0 t` X4,16°1674#'P ' REV/SE_D 6-f0-U3 8c ASSOCIATES, INC. Interio � � 11,674 '� `� coo.,ulhnt 6'n,ject�o Final Construction Documf nts -__ _ Civil cape Archi Water Resourced 2100 L,andsca a Archltectwe Preppie 0 E^,CN Enviranmental • Surveying Dmw'n by Hall Blvd 13500 Drawing\'o BL:P 1.00..-00211 'P 'u("18 \9A2 15580 SW Jay Street, Suite 200 IP 21 of 125 ii Tigard,(hegon - '�`�� Ceaverion, Oregon 97006 Checked by • O 621 SW'.Mordwn St Suite 200 Portland,Orcgon 97205-3894 T 503-222.1917 F 503-294-0272 E srg@srgparmership.cotn k, Aev1- (503)844-8842 fax: (503)844-9731 BA l tIP 1� 13 1 )o� I I , I NOTICE. IF THE PRINT OR TYPE ON ANY 111111 1 11 1 11 111 1 1 1 1 1 1 1 1 11 1 11 1�I 1 1 1 1 111 IIIA 1 l;Jill I l !1!1111 I I I111111 III I I 1 1 1 1!1! 1 11 1 1 1 1 I I I I 1 1 i 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 i l l l l l l i l l l l� i l l l l l l l l l l l l l l I l i l l l l ;11 1 1 11 1 1 1 Ili III I IMAGE IS NOT AS CLEAR AS THIS NOTICE. L_ _.�.1.r- - .- �.L._-.-.-_._._-L - 4� _ - �I CI _-' I J/ir . --' - I -_ l 1U� I N„ 11[L�--- _� ` i,," � �� IT IS DUE TO THE QUALITY OF THE O _._... F - -- - - --- -- -- -- -- - -- -- - - - - ORIGINALDOCl1MENT �11 ors e�z 19T 1.z oz til dz ez �o I(z olz HI 13t tjt 9ft alt �1bt Et zt t1t �I s 18 t fe s I r E z Til ,,.I,• '1111111 IIIIIIIII IIIIIIIII I!Illllll IIIIIIIII [III [IIIIIIIIIIII IIIIIIIII II�!III!I illllllll IIII�IIII [III [III IIIIIIIII IIIIIIIII Illlli!II IIIIIIIII [III [III IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII1IIIIIIIIIiIll111111�1lllllllllllllllllilll II' J111all illllllIIIINII M11t' V ' ( ? $ 1 ;� ``.. _ I ---- —' t , `' • ` r'fI�✓�l ® i �. � r \f ,;...t-'r .♦`- T�,. I? 't J a,:r ,� � - - ,'1'-� � � —"-� `� �' '�_ ` , 1 y �,' •f.a, � � j( -- �°,1'• . ^��x,• ••U�c,�'• •�, I � - 1 � 11,- I � '~ 1� -•-�.---~-'- ' �'�-•�"- , \ \ f `� ` i•, I ` � ,r-- moi,' Xi. Ao •.J 7 SILT: FENCE TO BE � TO BE OPENED AT r END FOR WATER PA§SAGt BUFFER LINE \• -._., , - .:...,, -� ` 1 `Z \4 I TO LOWER SILT FENCE,. �ORAARR�\v' AAC SILT FENCELIMN' TEMCESS' (25' INTERVALS) _- - - -•,�;• -�- ----� rl�r \\ \ INTO/ FLOOD PLAIN TO 59'. II j "�► I , (AFTER. CONSTRUCTIbN REGRAPE rTEMP. INTERCEPTOR TOR DITC} 4� TEMPORARY CONSTRUCTION :-N- -F ' TO' ORIGINAL CONTOURS AND REMOVE GRANULAR MATERIALS) T --BGS 0 5GNTERVAL * 1 t. I CONTRACTOR TO MANTAiN OR 'OWER �• I; EXISTING GRADE AT F1.00D PLAIN ZONE771 All 14 ` ? /� r• I �''-._ ' �'_i�_ I:� �� i 'r' `-j — Vii— __ _�1 / ``.� \ .� `�� _ SILT FENCE I 1 v I I i 1 oreo i � o`�,�-.' ,. It I, � \� ....,_ �\ •�' IN `` 4 Fa,tI�J ! \ ^' I \ , ',_._-1 ! — �) �._�,, �_ _ f.',r `, __.. ` ��^ _ _ _ \ / �yi/}�f%/'� '�•` r., \•♦`` \ 1110, 1 Cc -_ a. _A ❑N f r,` - J '\ \ 810-BAG FOLLOWED I C ? r I ( `\ I � _ .. ',• 4 li I i• � _ \ �1• 1 ! .4y,' ~ '�>;�; `• ' �� .y�' / ! � 1/ / { � ' •..,- _ ,'•.. `y \ � � �� •�� '\ V VLLOW + _ 1• $ ��I''�i i \, \♦�,, ,' �.: ;-..,{,-,�T_.', ? • ,"�a,•:--. `�X8, ' 0 i--, .;�t •-�`•'" � � I '``I� 1 j� � !J� y� `f ` � '�,' � \, `•,� •`1� � 1 4`r BY SILT SAK FOR INLET PROTECTION 1 (MAINTAIN) �' R' , •-r!- i r�,,ig�' .n�J. i, �+t•.,y l S ,C`�-- r ,-meq•. F'''� ' t I //� f \ \ \r \./ \ \, 1 ' i ,.,%•-r 4"'`� I I I 1 \ - !- ,•`_._ Z*moi: .• �'\\.'�_.N~.-i- w��r/ < ,T~ Jit.. _ Ki it - Il �•• .7 jJ� '•+{' ' \ / l rr ` r �'/ l f t \ '�y ` t yN�,�'j/- syr ,. ,• 7 •r' it ,T _ J r I 1.. � ,, - ••:ti, .'LJ ,�•_ N,'.,' w ••� ,. /�itT'/ / ',t•� •.. ~/ ♦ � r \ '' ?G .JC�,� I S - twn, '•, '� ��_- ,x, \`i•T ,, X17. rn �' r,�!•�,!,t.- \, I - /a u rJ�// 5'• �•'•�•.•. '•�., • 7 ftp.- _C '\ '- w f Oi i'-' I�.IAr�, \ rti,_ _ � 1'LLa� '•-.'i .._ - .�.�(i.�--,'>, `:r . ..j'�.1, I O � 's � �, I I F• Ar �' _.___ -.. ._--_ -�•_,_ \� �•.._ yr ' h UNGRED YEAR B.0 BAG (DITCH SEDIMENT PROTECTION) m 1 STMu L ,i_ *.r/ r° y - / I FLOOD PLA/lV Nt9`� `�> `11 'M- `` `'- r r,. G �"" / r' '%JL( / AOUNDARY / r� FI I \ `r� 0 t!A"' !- �rT° ' l I i 1 1 , l'Y^i4M�' v�` . r r .�'�j' ! «�I ` 1� __ .J / i'_"'- _"�• ��._- •� �I ,,�, I ',\ Q.q , r \ !,• r'' S-M e _ `f i:-+vlw_,�c�,r�'r .\ �:� l�'��` ., / ,1 -. ' .. _ .-/'_.f \^ _ ^•_� I �� . .1 �`, � /I~� I �\ / v r�'C�•Y-ts�r,`ey� Jrl \� � / � � ,�•• __ ��`� _ �'�,_' _-• -_ ..._�- f._r,.... `_-., / ! " I 4 1 -_ rr. `moi �'!• '�i L/ 7 S'M ' ro- l•, fes.•'--'�`'' 1/.-- _ "� _- _'- 1.. SrM _ ). I ' i ! ! it ? I I /+ �`C ( i ! - ! i J I I z_ 1 1 : ; l( TOP OF BANK, `a _: HUNDRED YEAR FLOOD PLAIN BOUNDARY 1 8.4a tz'ri-4vzsv 0 R. ► i 'I r J {N� I• I J t' �. f rM I �\ .. ./ EROSION CONTROL FABRIC 0 2,kA07Prt?RW (C2 IANDLOCK) - _ F( \'.-... ...' _._. -.. . J. e� -'._.- r� 2�^ `!i■{�\\ <• �>��i,�l/,,1�/f."'''`•., \ ,•yn A�) __ r7,� y ..,ti � y.. P � \i \ -\ r , I EMPORARY F�1G, \ •� !2 rT BY -7— / FLOW A 4 fl i t _ - Z 1 r. h _F1U --- �-~�'�� ( .- -� Berm - �, \ t --- - — — I_ ! I I �''f r l; __ —,E., ' " EC G�LU1 x, CPJJ 20�41S � I i i I I >. - `av __ -- —* �+'1 f'i i i'%:.., --�/ tl f w _. �-_ ��^ter_ -•�.. ! ', \ t �' \ I V;, .-.. ? i ! I( •� e�� 't", _! _ F l' I V: „!:/ I r• r °/ }r f ` l '\ , tr: f- ` '. � 1 ,r \ �( i' ;y 1' �7eizl_ 1 f r f F � l ' �/ r�r/r /r ! � •'\\ �'�` I �/ t I S. 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Planning Environmental • Surveying [lmwn by Chewing Ne k AV. 18580 SW Jay Street, Suite 200 Th I\ Z 31 3 , 6:1 Sw' vlorrison St 8tcte_DO Portland,Otegvn 97205-3894 ? 503-222-1917 F 503-294-0272 E srg�¢srgplvtncryhip.com Tigard,Oregon BeavertonOregon 97008 Checked by r ( (£13)844-8842 fa:: (503)844-9731 E a C460 NOTICE: IF THE PRIM OR TYPE ON ANYL I r Iir III IiI IST T'T TIT T I T�IIIII III I r ri1 III rlrir��ill Iir rlr r rI rl! Iir ril rII rir lir III lir Il! III lir�I�I�III Iir lil I I III III I I•�I�I�I�I I I I I III VIII I I I�I�I! } IMAGE IS NOT AS CLEAR AS THIS NOTICE, � _1L I I1I 4I I I ;!I I I I I I +� I �_—a1__I I • I 1 ��L_ I I I� I I I J ��(/7L Q'�,�' IT IS DUE TO THE QUALITY OF THE NO 30 �� ORIGINAL DOCUMENT oo��t3 8� L �Sto tijR �6c G T G G 9 t Blt t 9�- Q t 7a IIIIIIIIII�IIll�llllll!II�IIII IIII�Illlllll!�IIIIIIly�111L1Ul�111111111�J111 illl�llil�ll�!�!!!!,!!II�IIII IIII�III! IIII�IIII IIII�IIl1!IIl�IIII IIll�llll I!lI�IIII IIII�lIl1 IIlI�III!i!il!llll Illy! llll� !Ul �• l�L�11►I t�►t!t ll�11►1 IlI1�1111 IIII�MII STREET SIDE CUSTOMER SIDE OUTSIDE OF WITHIN PAVEMENT PAVEMENT f UDDER ITEM CITY GESCRIPTiCN 9 1 2EA 4' X-3*3' FLG X FLG RED a 3' FLG GATE VAL'/F N OR NON RINK GROUT i „ I 7 s-3 .. _� 2 4• X 4• CAA GATE VALVE NATH HANDWHEEI LOCATE FRAME AND COVER P s _ - 2 1 2' CORP CMP/CCAIP STANDARD CAST IRON OVER LEDGE OF AT LEAST 18• CAST IRON 910 BOX -� FRAME AND COVER 12' IN WMIDTH N s� 7 �2 3 2 4' D.I. SPOOL FLG x P.E. 'J I DOOR UTCH - I 4 4' X Y SX FLG E STANDARD MANHOLE PROVIDE 24" BY — c b THIS END- t5 i 5 1 4' RE-AINER GLAND 1 ,. 8 S 6 2 90' SWT X SWT GRACE RING 4" THICK CONCRETE ,;• ' • I f� - 7 - - •e PAD (SEE NOTE 4) - ^- 6,-3, 1 L 7 1 '7"TYPE 'K' CCF-ER P;C • �` _ - L - - 8 1 2' CCUPUNG COMPRESSiCM %'' ' • : :- ---► HAND TAMP BACKFILL 9 t UTILITY VAULT 675-•WA-710 WITH OPENING �. •- �� ;••fie; 4" MIN. FOR BILCO DCCR A-3AL AND OSHA AROUND TOP SECTION 6• MIN. _ -- � •'• i " "•' >, • -� APPROVED LACCE% SEE NC'E NO. 1 .••. 12" MAX. v y I Tu 9ACXFLOW FlNISH GRADE \`(.l� ►•,•;� _. - _._ ` .•t ' ^ i' r ASSEiABLY 10 1 OPIICNAL SUMP PW4P 'GR NCFC'u• _ WATERTIGHT PIPE PLUG d :d _ _ 6 MODEL 'THE 8055 OG' 1/3 HP STAINLESS WITH STOPS _ a I _ ANO 1-1 4- DISCHARGE (MISC. PIPING FOR STE`1 SUMP PUMP MATH FLOAT SWITr31 " " •' S THRUST DISCH�GE AA 'n INL'NE c3iEUr VAL'IEJ _ MIN. ;••.`, MAlG1AL1M Z7' FROM SET FRAME IN HON-SHRINK 6" ASTM 3034 PVC I'-0' j • = TOP OF FIRST 7' STEP GROUT F BLOCK 11 1 4' PIPE STAND -STANDON � 1 :tet'e• PROVIDE 3/4'-0 FOR A TO TCP OF CASTING MINIMUM OF 6" AROUND GRADE RINGS (2',4',C4i 8") PLA NOTES: --- \�- SLOPE GROUND AWAY SET IN NOW-SHRINK GROUT OPERATING NUT EXTENSION CLEANOUT _ FROM VAULT -MANHOLE TO CONFORM VATH ASTM C-47e - •. 3EE DETAIL NO. 505) _ -ALL PIPE": FNTERlNG CA EATING SHALL BE MATER STANDARD ECCENTRIC (:. 3• DISCHARGE TO CURE OR TIGHT 3, CCNEGhE STORRMM C,AIN . -CHANNELS TO BE 3/4 VERTICAL HEIGHT q • a ••t, PIPE-SM00TH FINISH e_ - �•: •••e -RAM-NECX OR KENT-SEAL TO BE USED ON ALL • a 3-0 MANHOLE SECTIONS , TO 3 -6' I I NOTE S •:,:- � ` --INSIDE DROP MAXIMUM Y FOR SANITARY AND 4' � �. I � I U I I •�• ` FOR STORM VERTICAL INSTANCE INVERT TO I v I)! c \ , • MANHOLE SECTION INGS �.• INVERT (VAPWASLE V-4') 5'-5' v f t. VMTFI NON SHRINK GROUT. INVERT VAULT � -1NM►tJM HEIGHT OF STANDARD TO BE 5' - ---- ,A •,t•. 2. ALL COPPER PIPE SWEAT JOINTS. 1L o- • ,• -SLE DRAVNNG NO. 100 MAMiOIE STEPS _ t _ �'•"-Tom•- =T1•t•4.►.t •'•Want,.4/• • ,� _.._ . T i,.•P •\�. : y► t:�►;j ,. • -KN7l(OUTS TO BE USED WEN STUB OUT PIPE IS • ` INSTALL CONCRETE BALLAST 3 CY ~':.i'c:,.•i '�]'�•`.�`��.` L h �.' J' <R LESS �j /�•�/� !//\r /�/�\1 1 INHERE FLOODING OR NIGHT GROUNDWATER } NOTES: \;�� `\4 ��.\ t� _. -- i MIN AROUND BASE VAULT IN AREAS 1) VALVE BOX NOT TO REST , --- 6' 3/4-0 COMPACTED 11 EXISTS J = . A ��'.. o'.P ••, 48"MIN. ON OPERATING ASSEME1Y. N Yi ., ti G cc R= LEVE'ING COURSE '�•:L•ti•'�L �, "C': • •i i.• r •;4, O DRAIN TO DAYLIGHT OR ,- ••�;»:;•;: :_ '�" a ° �; �:•~•` 1Z" MAXIMUM _ 4 INSTALL SUMP PUMP -/FT. SLOPE 2) OPERATE, EXTENSION ELEVATION / FOR CONCRETE PIPE ! PI MIN. FROM TOP OF REQUIRED WHEN VALVE NUT CONCRETE E.Nr:ASF_D / PIPE TO MANHOLE W J sEcnoN IS DEEPER THAN 3 FEE r 24" 3/4'- BOTTOM OF WYE 3/4" e P -o /1 FROM FINISHED GRADE. FOR PLASTIC PIPE a 3) CENTER VALVE BOX ON I AXIS OF OPER. NUT. 12' OF 3/4"-0 COMPACTS: a" 4)4) PROVIDE 24" SQUARE BY 4" THICK NOTE: CONCRETE ENCASE ENURE WYE SE ON ANC 45 BEND IF CONCRE7< PIPE BASE MATERIAL '�r.,. • A • :',•;L CONCRETE PAD AROUND VALVE �` 24" , I 6' MINIMU#44r'---'- BOX OUTSIDE OF PAVED AREAS ^•""" r' ' AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PADx;. unit leC STANDARD CLEANOUTU)j; `'"� sewerage STANDARD MANHOLE sei►w�agt� AGUSTIN .D E>� NO SCAM �" agency cy Uagency ENUNEFRING DEPARTMENT --OTY[Hamm TYPICAL r(CAL VAT DWG. NO. DRAWING NO. 150 DRAWING N0. 010 _ D �T°"1O °AL°p' VALVE f � �,T,u 100. 1"CH 1996 503 A.laOMK(Mr[ I d I CITY OF TIGARD DETAIL 550 NOT USED A 1 A A b • L C' B INLET _ 0D OUTLET SEE DRAWING Nu 260 FOR FRAME AND GRATE JOINT TRENCH A A QREGCN-pIJ�UC RIGHT OF WAY Io1A= _-- J DITCH NOTE: USE LYNCH CO. INC. CATCH BAS,V OR ENGINEER APPROVED PLAN 1 SPECIFICATIONS: T - ALL WELDED STEEL CONSTRUCTION 10 GUAGE STEEL MIN. TLHICKNESSNW111111111D W44 7H/CK JO,000 PSI GREL'Y IRON ' _ I HEAVY DUTY CAST IRON GRATE -^--�_""�- 1 (TENSILE) - ''pA= = L - COATED INSIDE & OUT W/ASPHALTUM K i V "!art B I ry PAINT STE �. —1 PLAN 6- /6"- T-- -- - 12" MAX 3o R p STANDARD CAST IPON GRATE DYSTZIl�ED AREA ,� ME L4N0 A17EA _ - CAW mew ra�ii c, STD MIN 10 < :p p 77 IW REY£G/TA1W UCYAND AREA REMOVABLE WATERTIGHT CAP < ` SEALED CLEANOUT W/ REMOVABLE rOP I - Lr-'1 y DITCH COVER OR CAP �o Or SWALE 6' O�RAP Mlnirnuln Deothi From PTocnamd Flnel f�rle y BOTTOM • . � PLASTIC OR DUCTILE IRON ' : `' LS71MG GROUND p IDI ' INLET 10'X 10' 00A.. M)i A A .�,�- GRATE FRAME CLASS 50 V'P RV' NNIQ S�rvke��EL►ctll► .02 FT v MAXNN4 Main.....� NOnS: INLET F-�� OUTLET' . 4•: 'v7 - — , - I !I- -- � 1: r"�anetruc6ori within pL�rOc rlphta-of-way,must be perforrrlad by Ifcenaed oontractorn. a PLAN VIEW GRATE FRAME C EK 2. The niatorner shelf comply with all federal,state and focal laws and regtLWt!ons,as well as v ' v bid 1�• SECURE TO MH WALL WITH - OUTLET COLLAR FOR NO-HUB CCNN£C,OR /E$1J9.73 lawn of ne911gertcq ccrlaminp ag activltlee In the vicinity 01 the UtlRlys qai+ ones and - STAINLESS STEEL BANDS r _ 6' DIA. (G'NLESS OTHERWISE SHOWN) p J fTlent. MIN 2" WIDE AND o ( ) 75.75 Lf Or J2'PVC +' �" ( ) ' o --� 2" DISTANCE ,IARIABLE I," MAXIMUM 9' p;. .4... ,o a•.V' .4 a 4 3. The walonwr providing the french Odell bo resparnlble for neblyfng the appropriate ul ty BOLTS' .. e s USE APPROVED COMPRESSION COUPLING 1/2 FOR SHALLOW, INVERTS :V '. I 2'-p• -(A 2'-3 3 8' 6.. o w nOtlffcatlon Calton prior t0 excavation. MH DIA TO BE DETERMINED BY nd "a + 6" DIA. UNLESS OTHERWISF SHOWN) s�'4ykV A� SIZE OF OUTLET PIPE MAX :;' 36 MIN .:� c• e o "�-- ( 4. me customer shad ptrovlde, without oat to the Das Company, all eg -way a 4"-,a' PIPE • so' DIA MH .,ACTION A--A SECTION B—B ,, MID - , LARGER THAN 18' PIPE -- - - — 2 easements sa deemed necessary for the Installation d facilities 1Lx service, NE M"D ARE4 a and provide free access at reesoneble Intervals to rrlalntalrt the ocrTtlrlulty of►Ich service. U `Aj NOTES: • NRCVIDE SPECIAL DETAIL � S. AN alher utR!Uss nTUlst be contacted for approval of JotA trertctT ues prior to mr' on. 5" N I N 2 i---•-- 6" DIA. (UNLESS OTHE,•�WISE SHOWN) MIN DITCH INLET CONiTRUCTION IN ACCORDANCE WITH ASTM C-478 '+ �` 3 6, 'rho bottom shall be smooth and dear of debits. ` 6' C'rR'PRAP '.!:.1%.+'.r�i�:;.r,;;!•':T,r..+;z,:( ;; ?!:I�•':•�C�;;'�•; 8' OF 3/4" COMPACTED BASE MATERIAL v� O APPROVED COMPRESSION COUPLING 01,07 PIPE �i:��t,'':: ;•• :;•;;; ';.v•. :•c:..;.:,,,.�� :•:.,•.•,.• 7, Sand padting under utlllbee Will be required aver rocky greet. ,.y_„4'.•.. •ti ,, ....4••.r.Y. ':••• ....t...:' I SEE PLAN FCR PIPE- SIZE SUMP VOLUME REQUIREMENTS DITCH INLET STRUC CURE' FOR PIPE SIZES 24' OR LARGER TO B: PRIOR APPROVED 5:UAR£ OR RCUND � -- PLUG O'X f0'S . Other utNlGsa shag be ktolaged and beddllled h- the uuutcmer with 12 inches of cmuLclled SECTION A-A SINGLE FAMILY RESIDENTIAL 3.5 CF/ACRE FRECAST = MINIMUM WALL THICKNESS TO BE 5' - - �� CRAP bacillnprim icft,tnetellationofgas fadliliev. MULTI FAMILY RESIDENTIAL 22.0 CF/ACRE REINFORCEMEN' TO BE REBAR MEFTING ASTM A815 GRADE 60 OR WELDED l.£. GIVEN HERE ON PLAN WIRE MEETING ASTM A497 _ _ ORIGINAL GRCLA0 9. Ditch widtlT and depth may Vary from the above wtandsrd depending on sire and/or mxrber COMMERCIAL/INDUSTRIAL 94.0 CF/ACRE r 5' MIN. CAST IRON SOIL PIPS MATERIAL WYE SITE As SHOWN � of ducts!u be installed by each utility. Coorrgnate with a utility field reprssentat've ror noel SECTION A - A .00 trench dimenalons. /2'PYC /8 WATER Q U A L I TY unified QP-� .. unif ®d TdoI,M�I SLOW 85 nV ,tw N.tarel• somrage DITCH INLETspwerag>e "LYNCH" TRAPP(ET&METAL CATCH BASIN - _ _4 'E-'�8°°agency MANHOLE 40u e 9 � agency DRAWING NU. 250 UfA DRAWING NO. 515 C7) � 1 J �� ! Date Drawing Tide Architecture Revisionsrobs I 16\lay 2003 UTILITY DETAILS Planlung �, -� ' D ,NDUM KU RAHA S H I Project 0o13500 New Tigard Library `� ,a A° E 21«, BU Blvd.0000211 � �_� REVISED 6--10-03 � assoclAT'Es, INC. BUPzoo3-ooz1, Interior, J111, og7 / Lan cape eeringArchitecture • Aster Resources Drawnbw 2301 125 No Lan•isce a Architecture Planning Final Construction Documents s1 1, 1A . �. Environmental • Surveying IP ' ` K, ArV14 ' 15580 SW Jay Street, Suite 200 �X I , S,(.3 Beaverton. Oregon 9'7008 Chocked by Tigard,Oregon (503)844-6842 !az: (503)644-9731 BA 621 SW Morrison St Slate 200 Portland Oregon 97205-3894 T 503-1-12-1917 F 503-294-0272 a srg@srgpartnelsf»p.cotn i NOTICE: IF THE PRINT OR TYPE ON ANY TL III III III I VIIII III III 111E I!I III III I i(III II! II'fT t�f I!I I!I IIIII III 1!11111IIII IIIIIII I I 1111 III I!I18IIIIIII III I!I I�III�I III III I I I!I I!I I!I!I!I III I!I III�I�I� - �L, IMAGE IS NOT AS CLEAR AS THIS NOT ICE, L -I -I L I_—I`L �v-- I�L_I_I�I� �I IT!S DUE TO THE QUALITY OF': _ _ _ No aA 0'�.:r�"" w.,.r!... . �IIII�IIII1l�IIIIIIIIII!IIIIIIII !IiI�IIII�IIII�II�!IlIIII�IIII�IIIIiIIIII�IIII 1!1!!1111 NII�N1]11111 IIII�IIlII�IIII I!I!�IIIISIIIIIIIlIIIIIIIII�II4!IItIIII��IIIII�IISI!ITIIII�IILII IIII�II�tI TIIII�IIII iIIII�IIIIfI8IIII�IIORIGINAL DOCUMENT ll�l�lllT u�«uItIIamNe9�IILL, i W. fr- SIDEWALK ADJACENT TO CURB 18" CAST IRON 910 VALVE BCX TOP - cHE x VALVE CHECK AIS M 'BLE 3. PVC HUB (ASTM 3034 SCR 3E) 1B" J. MIN BREAK FLANGE SIDEWALK FIRE DEPT CONN DRIVE INTO CENTER OF RUBBER ,tl/N r 6" AX PER NEPA 13 . SLEEVE AFTER SLEEVE IS PLACED (LOCATICN FIRE DSAPPROVED 6" j 24 huN P +v- iN HOLE. THRUST BLOCK ' 48" / r �„ rr '''� :. • I AS REQUIRED �� RETAINER GLAND s\,L'�G1c�\CS�Y .`i C•:. �� r ,r r -`li '�, *i, DOMESTIC WATER ! FLOW PTFE INSTALLATION 1 1/2"` =3 f 4" DRAIN ROCK { IE'�iLLA-CN PER UPC V• iv`G`" 2. STAINLESS STEEL BAND (9/16" SERIES 300) TAR PAPER (MOISTURE BARR}ERj` PROPOSED HALL S11)EWAL.K ELEV.- 15.;48 PER UPC - C-- SECURES UPPER HALF OF RUBBER SLEEVE TO THE } 6" DUCTILE IRON PIPE TCP ELEV.• -*1,53.98 O s H A APPROVED j LADDER W/APPRCVED ==r- PVC HUE. "' A. RE-TRAIN ALL JOINTS W/ l AIATCK VAUL'ELEVAAC`! ELEV. 1,50..T.3 EXTENSIGN' i "FIELD LOK" OR EQUAL GASKETS , W/NEW SIDEWALK CADGER TO HAVE CLEAR ACCESS FROM VAULT DCOR 36'MI 7 MIN �� `. ( PRCr'OSE'D PARK(IIV 150.SBURC - SPOOL i I.G x PE TYPICAL-/ --- `;% RETAINER GLAND- DOUBLE DETECTOR �., \'`�'' CHECK ASSEMBLY �+ 6" MECHLJG RETAINER ;'`� yr •,'� "1 - TCF ELEV 150.58 THRUSrBLOCK I ,,., ..... T„ METER VA<JL T / '; _ GLAND (EBAA IRON) <l�� MA TCN TOF OF CLRuj� FIRE LINE \�Ic i' 1. COMPLETE RUBBER SLEEVE (ASTM C-443) r �, INCLUDES A MOLDED SECMENT THAT HOLDS CONCRETE PIER (SEE DET�!/L,)V4 SHEET C5� "�\`f`�,.y�., �• ;yam \ FLOW �IPEINSTALLATION 6 GATE VALVE �' ` �-�- 'I-� - PER NFPA 13 IT IN PLACE. BLOCK FLG. x M.J. - � PIPE INSTALLATION PER CITY STANCARCS 1 FLANGE - .J D1 PTFE A- VAL VE ASSEi/EL Y PUMP OR DRAIN 1r1-11 ' CCUP'_iNG SIDEWALK WITH PLANTER �o' (D0ME577C WA7 R uNE) DISCHARGE Tc AcArTCR M.J. x 6" FLG. TEE �_ STRIP AT CURB O COMB11VATION �7.�E SERVECE VAULT APPROVED LOCATION T v,auL. suMF N 3- AND DOMESTIC DOUBLE CHECr( -� � SIDEWALK --1 .3Y AI/N. LADCF_R EXTENSION:UTILITY VAULT CO MAX.BREAK FLANGE WITH PIV AND FDC 16;2•ALUMINUM LADDER EXTENSICN -r (SEE DET ,�4 SHEET C6� OR EQUAL• LADDER TO HAVE CLEAR - DRAIN VAULT DOOR E rACCFSS FROM V GRAD + INTO DAYLIGH 6"All! • �� NOTE: - ' SEAL PIPE PENETRATIONS WITH 1. HYDRANTS TO BE MODERN MUEI-LER CENTURION, A-442 (OR APF'D EQUAL) 6" MJ, 5 1/4" 9C'6END W1 y NCNSHRINK GROUT(TYP.) A IN OUTSIDE STEM MVO 3 PORT - TWO 2 1 /2• PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: JOINT RESTRAINT t WATER TIGHT SEAL MUST BE 1 AND YOKE 1 A. OIL RESERVOIR \ �IRCHIEVECTLYEMB PIPING SHALL NCT BE CONCRETE CLEARANCE H'N GASKET B. BRONZE ACTUATION NUT FI. STORZ ADAPTER l (OPEN POSITION) sEALS' \\ OR MASONRY,PER THE STATE OF -._ (TYPICAL) C. AF;ONZE SEAT RING } OREGON PLUMBING CCCE. P. WEATHER SHIELD CAP `Jf FLOW - E. SAFETY SLEEVE COUPLING BALL DRIP n a•., ,_'. a '. p - GATE VALVE 1 ' THREADED NOZZLES WITH "0" RINGS RODENT CHECK VALVE-,- I �•-= G NATIONAL STANDARD THREADS SCREEN-- PUMP36' I vA:.vE INFPA 13) NC?TF: A-L INSERTA-TEE HOLES SHALL BE MACHINE DRILLS:. 2, SAFETY CHAINS TO BE REMOVED. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED - - 2 PIPE SUPPORTS 1 BY DISTRICT FIRE MARSHALL. BOLTED TO FI OCR PROVIDE 2 DRAT BACKWATER CINCH ANCHORS 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. To DAYLIGHT OR SUMP } r PUMP TO APPROVED VALVE(ACCESSIBLE) ELEVATION (TYPICAL) 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. - -- 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. L^-CATION 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED FIRE LINE VAULT, V UL GG , JOUBL"- DETECTOR UTILITY VA:,LT BILCO unified BY ENGINEER. CHECK SIZE OR EQUAL' OR EQUAL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. I N SER TA-TEE u sewerage 4"-B' 810-LA CHD-11AL .CITY ENGINEER I agent AAFRD,ED arNO 8"d LARGER - BY ENGINEER BY ENGINEER APPROVLD EQUAL SCALE (DRAWING NO. 190 �°+G Ix*ART►rNTm, - FIRE HYDRANT DWG. N0. FOR LARGER FIRE LINE SIZES CONSULT WITH CITY CROSS CONNECTION INSPECTOR Crry� "MUM"�"""�67W`� ASSEMBLY arY W.110" %am �"-'s' Mme" 9 4Z O COMBINATION FIRE SERVICE VAULT AND DOMESTIC DOUBLE CHECK A 2 �a 6" TAPPING VALVE- 12"X6" JMC 432 HOT TAP CLASS "B" CLASS "A" MOUND EXCESS NATIVE MATERIAL ./K. x-12" EXISTING WATER LINE SURFACE RESTORATION � 1T"�• •-1 :,x -r i FINISH GRADE ��18" CAST IRON 910 AS SPECIFIED OVER TRENCH TO ALLOW �" Yes• VALVE BOX TOP �w FOR SETTLEMENT .r '�• :yi SdEt 6" DI- 6 - - ---�-------- PLUGGED TEE PLUGGED CRvSS BEND PLUG OR CAP } • , ° . - = TAPPrA=r ING ILS ,• , max;:',. a� N.T.S. •1' SOH. 80 STEEL -*'IPE SHAFT ° '•' '• � .;r `,+:r,, ',•t� .Mr, l r 2" SD. OPER. NUT " ., ° ^,�t> i 'r h,,.^- _M _, �, >f• '� OR 1" SOLID STEEL ROD UNDISTURBED •�' ° UNDISTURBED EARTH COMPACTED �NATIVE EARTH LATERAL PI UGGED CRCSS TEE 1/8" MINIMUM c' 3/4" - 0 CRUSHED MATERIAL-? 6" MAX. ---1/4" MAXIMUM ROCK i` �' CONCRETE THRUST BLOCK SCHEDULE CLEARANCE q . - . (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) v p• ? ;"�, FITTING 90-BEND, TEE, OR 45' 22 1/2' 11 1/4' (:D 4 . ,°>o •'� Si;E (INCHES) PLUGGED CROSS BEND BEND BEND ROCK GUARD 1/4" STL. PLATE • `, . 4 01.9 01.3 -- -- TO BE 5 3/4' DIAMETER - " ,, W/HOLE IN CENTER TO 6 04.0 02.1 01.3 -- ACCOMODATE MOVEMENT "r OF SHAFT ';'°;' = „' , ° a 8 07.1 G3.9 02.0 01.3 SUPPORT COLLAR WELDED °•,"' a. a " ° • , a_ -o o° ' D q 12 16.0 08.8 04.5 02.3 2 1/2"x :L i,2"x 3/8" LONG TO SHAFT 3/4"-0 CRUSHED °.�; 4„ a °• • ° ° 1/2 PIPE O.D. 16 28.4 15.5 08.0 04.0 STEEL FLAT BAR ROCK " - PIPE ZONE �' °,' o :,• PLUS 6 24 64,0 34.9 18.1 09.1 ASTM 3034 PVC PIPE 0 0.80.080 � 0 \P °0 80 080 00 - ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN 3"x 3"x 3/8"x 2" LONG �- °�00 $0 8 0 C,6c90 m0 8° o ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO STEEL SQUARE TUBE ;/4"-0 0 p 0 °p 0 00-o O0 0 ° COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING PIPE STESSES, USE THE FOLLOWING EQUATION BEDDING o°pCb°o$° o°gyp a p o p 0 00id O00° BEARING AREAS = TEST PRESSURE/150) X (1500/SOIL HEARING STRESS X !.ABLE '!ALOE �� °°�� °°��° ° ° p ��eaE c / ) CITY OF T/vARG DETAIL 520 0° 8�°°0 ° ° ° O ° 008 00 0 08° NOTES: i / 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE DELETE-19 FR0.,,1 DOCUMENTS SEE DETAIL NO. 561 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED 7ARTH. 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. O 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" 4. TI,E REQUIRED 'THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN 4 1/2 PIPE= O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER ENCIRCLED ON THE PLANS : e.g. 15 INDICATES 15 SQUARE FEET [SEARING NOTE: AREA REQUIRED. j IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS f 1) EXTEND 2" NUT TO WITHIN 1S" OF FINISH GRADE INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST i11 WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM PRESSURE(S) AND ALLOWABLE SOIL BEARING, STRESS(ES) SrATED IN THE FINISHED GRADE SPECIAL PROVISIONS. G. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE I PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS ;HOWN ON THIS S,ANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE L AP"IUVO er! NO SCALE FEET. APPR ENaNEI?TNG DEF+ARTNENr _ AGUSTIN P.DUENAS OPERATING NUT •d ' � 111 , a,.n+a,m, DWG. N�. TRENCH B A r K f- I LL �,,:, unif ied T '� ENGMEMNG OEPARTYEN1 AGUSTIN STANDARD THRUST 'owSCALE of Tal ,:r.w&, e+vn. EXTENSION C O� sewerage �^, MT.W�QpM r= 14�-` TIOAIO,•,;oN.rru J DETAILSWagencyg °� �, ,,�Sx�u��.� °"°.'�' BLOCK i o vas r,D, s6►-.,r Qlll► roc faw)w-rte, LSH X ♦ ,io�w ,ew .e.rzsr MARCH 1998 APPROVAL DAA APMMk DATE DRAWING NO. 280 r ' 5 6 107 Architecture Revisions Date- - thawing Title No Planning �T- 15 May 2003 DETAILS -,� 11,674 KZJRAHASHI �"z`► ,r'' @ O ADDENDUM Hall Blvd 13500 New Tigard Library �� BUP2003.00211 ``I � RFInSEG 6-10-03 .8c ASSOCIATES. INC. � 24 of 125 Civil Engineering • 1latar Resources 2100 Final Construction DocumentsOR_•.^l " �~/ Landscape Architecture ° Planning D+awnby DtawingNo EnvironnT^ntal Surveying 15580 SW Jav Street, Suite [00 IP Tigard,Oregon Beaverton, Oregon 97006 Checked by 671 SW Morrison St Suite 200 Portland.Oregon 97205-3N94 T 503-L°2-1917 F'503-294-027? E sr AsrWamenhip om �l� (Z 1�1 I o3 {503)&14-8842 laz 1503)844-9731 BA Cv NOTICE. IF THE PRINf OR TYPE CIN ANY II_ I 111(111 I111 II!vIMAGE ,S NOT AS CLEAR AS THIS NOTICE, 4 �III III III I 1 111 III�III�IIIlIIII III III�I�I�III III 11,1111 III III 1111111 III 1111111 I fn IT IS DUE TO THE QUALITY OF THE _ _ No se ORIGINAL DOCUMENT ( o�g tZ g�S LL g11g �S OTL SL L iTL L 8t 1St Li 19t 9�t in St Lt ti I t 8 1, 99 4 w S L t�,u� IIIIIIIIU Illi IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII�lllllllll�lllllllll�l!�lll I�III�IIIIIIIIIIIiII IIII�IIII II IIIIII�IIIIIII�IIIIII IIIIIIIIIIIIII IIIIIIIII Ill�lll�l!IIIII11�11111I11lIlIl IIII�IIfI 111111111IIIII;Ll1�.�11Jill1111111�111 �111 illi I litl lIl11NII� r I WHEEL STOP / y. 6. SIGN LANOSCAPF AREA —` �R2C-6B i I 80. SIGN ACL OR 60 2' Vr DIA ,SAX NOTES • I I I--' 6'—� ! 01 3' 'VIDE PANT FTRPES (TYP). ,; __ •I I I - °, �O `J SIGNAGE DENOTING RESTRICTED PAWING PER I I 1 1/4' ' OR20-8B a GL^0—Q. PROVIDE SIGN W/ ✓w�^ I ' I I I I I t 7/e' µREW ' 0- I MI11 AGONAL SYMBOL Or ACif3S! THE e o PHRASE. 'STATE DISAKM PARMIG POUT rI ED'. (10 J >-1/2 M,'NUS ROCK BASE �-NATURAL SClL -1 t/4' REQURI r O __ I. CONCRETE "SHALL BE 3000 v9 AT 3 INTERNATIONAL SYIBCL OF A!'�SSBI.ITY 2E DAYS . ©E• VAN REGI,RED AT EACH SPACE +� ]� �1 © E,RS7 DEWSPACEED ACE TO VE VAN O TYPICAL 'f/ 2 DOWL INTO PAMAMT MTN `5; 0 .3 � 0 PAYING SLOPE NOT TO EXCEED 1:50 IN ANY � 24• H �� SECTION � I _A OREC IATT HAPAW NG PANG SPACES DLOADING A (�c rs) , CONCRETE WHEEL STOP ¢ ADA PARKING LA', OUT (N.T.1) ` (N.T.S.) 2 �.- 10 � 3 d ) I I � I I t I I I. r 3/4" R 6" EDGE 6" 5 __-r �— DRAINAGE BLOCKOUT CONCRETE 3" I.D. PLASTIC WALK' PIPE W/COUPLING + EL-05 EL-05+ + EL=05 - ____T_ CONCRETE `t �,{'� �` b ,I RETURN WALK , X. CURB EL=0.5'+ �i.,}�, `. 50 K tixv + EL 05' l .----•-'- •-'-- Sv''r'�:i;t ��> ti, �'`;- �< u leL LF�S N j _ `p E_L=0.5'+ + EL-O.O' EL=O.O'+ r EL-O. ' ✓ - 40 - ,3 9" J"AC (10"J 1-1/2=M/NUS ROC 7�BASE LTRANSITION PLAN CURB 5.1 I— ?'S� ,.�.-�.,.�..,.�. I—5.•1- I I DIAMOND MESH — _ PATTERN FOR I TRACTION, TYP. NOTES: CONCRETE R FLARE qMP RETURN WALK I f 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY +_ I CURB 1 v OF THE CURB & AT OTHER LOCA11ONS AS REQUIRED TO LIMIT THE SPACING — TC A MAXIMUM OF 20 FT. 2. TRAVERSE EXPANSION MATERIAL TO 6E PRE-MOLDED NON-EXTRUDED MATERIAL TRANSITION — — WITH A MINUMUM THICKNESS OF 1/2". CLRB 1 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART WITH A DEPTH OF AT LEAN ONE FOURTH OF THE CROSS SECTIONAL AREA. 3-O 6'-O 6 OR/VEWA Y SEC77ON 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. NOTES ELEVATION 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE FLACED A MIN. OF 2 FEET I. SPOT GRADES ARE SHOWN TO REPRESENT RELATIVE AND MAX. OF 3 FEET FROM PROPERTY LINES. RELATIONSHIPS BETWEEN CURB, WALK AND RAMP. CONCRETE RAMP DETAIL (N.T.S.) APPROWD BY, NO SCALE ENGINEERING DEPARTMENT AGUSnN P.DUENAS STANDARD 13127 5.1111.MALL aLw. °tt Moog" DWG. NO. ;Iwy, ncuvx owGvl arm CURB125 woe: On�ismrAa sc1) ae.-r»� MARCH 199E APYRLNAL DAT: C4 ) � 5 0 Architecture Revisions Date C"wing'ritle 16 may 2003 Plannin � ) DETAILS g ;;;�-'aFnr „� ADIDENDUM KUKAHASHI �'e2100 New Tigard Library 4��,��°" �� FE'WSED 6-10-03 Lk ASSOCIATES, INC. Nall Blvd 03500 11,9J4 .� BUP2003.00211 Landscape eAr hiitecturWater .Resources 2100 2 Drawn by Diswing Nos Interior Final Construction Documents �- P g GR 3CN Environmental • Surveying iU(y t9.�4s2 IP 15580 SW Jay Street, Suite 200 ' "I igud,Oregon �fT K• Aq.'# ` Beaverton, Oregon 37008 Checked by " 621 SN'Momson St Suite 2W Portland,Oregon 97205-3894 T503-222-1917 F503-294-0272 E srjCLjrsrgpormenhip.com (503)644-8842 tax: (503)844-9731 BA C7 6 NOTICEIF THE PRINT OR TYPE ON ANYI III III III III III I I III III III I I III III III III III I I f III I III I I III III I III III III III III III III I I I i I I I I III III III III III III I I I I I I I III III III I " I �IrI I 1 I I �y ✓1 IMAGE IS NOT AS CLEAR AS THIS NGrIr�E, �- 1 _ � .. � I � .�. 0 --� 11 IT IS DUE TO THE QUALITY OF THl ORIGINAL DOCUMENT �E 8Z 8L LL SIL L ►L I E L iG L 8i B[ Gi t 4I ft Et T[ [t t 8 I G 9 9 I ib E L i71uW (IIIIIIIII IIIIIIIIIIIIII IIII�IIII IIII IIII IIII III►IUIIIIII IIIIIIIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII I1I111111 IIIIIIIII IIII�IIII IIiIIIIIi II1111111 III!llul dull llll�lll uulll ull u IIIIIt�1I I - EROSION AND POLLUTION CONTROL MEASURES STANDARD NOTES FOR SEDIMENT FENCE ' IL n. EROSION (CONTROL MEASURES FOR DISTURBED AREAS w \ �� THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL Cl-'T TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, - 6 ALL DISTURBED SLOPES GREATER THAN 3:1 THAT HAVE BEA=N GRADED AND COMPACTEI `- •" 2'-6' 4 g FILTER CLOTH SHALL BE SFL.ICED TOGETHER ONLY AT A SUPPORT FOST, WITH A �" PRIOR TO OCTOBER IST SHALT_ BE HYDROSEEDED USING THE FOLLOWING W MINIMUM 6-INCH OVERI._AP, AND BOTH ENDS SECURELY FASTENED TO THE POST. sg so•k w _1 " < SPECIFICATIONS: 8r LL_ Ei, b �` ->� ° THE FILTER FABRIC FENCE SHALL BE IW:�TALLED TO FOLLOW THE CONTOURS WHERE Ti�ShPea .i! O ,, Id m ,: SLOPES OF MORE THAN 5.6 THAT DO NOT HAVE COVER ESTABLISHED BY NOV. Ist 'SHALL FEASIBLE. THE FENCE POSTS SHALL EE SPACED A MAXIMUM OF 6 FEET APART AND ck � r 1 BE PROTECTED IN ACCORDANCE WITH THE EROSION CONTROL TECHNICAL HANDBOOK %' ,•�• •, tit � DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 3O INCHES. /' ,:a::.Q:, ,... .�'.;.�, •.• �.•. YS SECTIONS 3.3.7 d 3.3.8. SEEDING SHALL NOT BE DONE DURING I--IINDY WEATHER OR WHEN �:�'' `'• ''' •'' } j '' 1~ � THE GROUND IS FROZEN, EXCESSIVELY WET OR OTHERWISE UNTILLABLI- ►; O A TRENCH SHALL BE EXCAVATED, ROUGHLI 8 INCHES WIDE BY 12 INCHES DEEP, ' ' A' >6� E 8- SEED MAY BE SOtJN BY THE FOLLChIING METHOD: IJPSLOFE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FAERIC T�� BE RADws • ss' WN. ► .� BURIED. CLEAN PIT RUN OR 2'-MINUS GRAVEL PSG E HYDROSEEDING WHICH UTILIZES WATER AS THE= CARRYING AGENT, AND MAINTAINS WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE SURF'ORT FENCE SHALL SUBGRADE REItIFaROEWENr 1 CONTINUOUS AGITATION THROUGH PADDLE BLADES. IT SHALT_ HAVE AN OPERATING BE FASTENED SECURELY TO rHE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY �'. n� GEOTUTILE, AS REQUIRED �r`t CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND MIX INTO A HOMOGENEOUS SLURRY � � LI e• WIN. OF THE SFECIF ED AMOUNT OF SEED AND WA . TER OR OTHER �•IATERIAL. WIRE NAPLES AT LEAST I INCH NG, TIE WIRE OR HOG RINGS. THE WIRE SHALL oEPnI DISTRIBUTION AND DISCHARGE LINES SHALL BE Lr;RGE ENOUGH TO PREVENT EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHE`I AND SHALL NOT EXTEND MORE •io' W. FIAT SINGLE FAMILY AND DUPLEX RESIDENTIAL - STOPPAGE AND SHALL_ BE EQUIPPED WITH A SET OF HYDRAULIC DISCHARGE SPRAY THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. NOZZLES WHICH WILL PROVIDE A UNIFORM DISTRIBUTION OF THE SLURRY. pp THE STANDARD STRENGTH FILTER FAERIC SHALL BE STAPLED OR WIRD TO THE GRASS SHALL BE SEEDED AT THE RATE OF NOT LESS THAN ONE HUNDRED THIRTY FENCE, AND 12 INCHES OF THE FABRIC SHALL BE FXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE: ORIGINAL G20UNC! (130) POUNDS PER ACRE. SEED MIX SHALL INCLUDE: a LJ SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. • ° (n > y LLJ STATE HIGHI^IAY ROADSIDE SEEDING MIX. WHEN EXTRA-STRENGTH FILTER FAERIC AND CLOSER POST SPACING /\RE USED, THE &V)z WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER < z IT) FERTILIZER SHALL BE APPLIED AT THE RATE OF 300 POUNDS FER ACRE. O < Q FABRIC 15 STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISION. �i.,• ° - ° V) tO tX r a J NITROGEN - 22b OF THE ABOVE STANDARD NOTE FOR STANDARD STRENGTH FILTER FAERIC APPLYING. e o LL_ Z e o a" z SEUIh1ENT F EK!CES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL - PHOSPHORIC ACID - !E o w o PURPOSE, BUT NOT BEFORE_ THE UPSLOPE AREA HAS BEEN PERMANENTLY NOTES: o: SOLUBLE POTASH 89° STABILIZED. QWENISION S24Gi F F.MMf r -•- SEDIMENT FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY a* DEEP ONGOF r MINUS CLEAN ROCK 6' o WOOD CELLULOSE FIBER SHALL BE AFFLIED AT THE RATE OF ONE AND ONE HALF (1-1/2) AFTER EACH RAINFALL AND i,T LEAST DAILY DURING PROLONGED RAINFALL. ANY Ct�mEBc ----�--- 6 0. k TONS PER ACRE. ti0' LONG BY 20' wloE z'-s' t'-6' < REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. a-e' CLEAN 00", AT NO TIME 3HALL MORE THAN 1/5 OF HEIGHT OF SEDIMENT BE ALLOhIED TO GOVERNING AUTHORITY WAY REQUIRE 4'-0' :( z THE EXACT TIME FOR SEEDING WILL_ BE DETERMINED BY ACTUAL WEATHER SUe SCIL PUMPING.70 PREVENT ? tV 4 CONDITIONS. THE NORMAL SATISFACTORY PERIOD FOR SEEDING SHALL BE ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOIJLD BE REMOVED OR RECRA,)ED CONSIDERED BETWEEN MARCH I YO JUNE I AND SEPTEMBER I TO OCTOBER I UNLESS INTO SLOPES, AND THE SEDIMENT FENCES REPAIRED AND RE--ESTABLISHED AS NEEDLD. CONSTRUCTION ENTRANCE Detall Drawing 4-5 OTHERI-IIOE AUTHORIZED DY THE •'DWNER EXCEPT THAT CONTRACTOR MAY PERFORM SEDIMENT FENCE SPACING SHALL BE 150 FT MAX. SEDIMENT FENCE Detail Drowing 4-16 SEEDING OPERATIONS FROM JUNE I TO SEPTEMBER I PROVIDED THAT HE WATERS ---- -� --_ - _ L THE NEW GRASS TO THE SATISFACTION OF THE OWNER. i I WHEN DELAYS IN OPER,,-,TIONS CARRY THE WORK BE"OND THE MOST FAVORABLE GRADING NOTES - - — _ — - PLANTING SEASON, OR WHEN WEATHER CONDITIONS ARE SUCH THAT SATISFACTORY RESULTS ARE NOT LIKELY TO BE 'DBTAINED FOR ANY STAGE OF THE SEEDING MAY BE USED SHORT TERM OPERATIONS, THE CONTRACTOR WILL STOP THE WORK AND IT SHALL BE RESUMED ALL ELEVATIONS AND GRADE LINES SHOWN ARE FINISHED GRADE OF PAVED AREAS OR W/ UTILITY WORK AND w/ / —`------ - -- - — ONLY WHEN THE DESIRED RESI.'LTti ARE LIKELY TO BE OBTAINED. IF OPER.ATICNS GROUND LINE. PHASING OF DEVELOPMENT r T'' EXTEND PAST OCTOBER I ALTERNATE HAY PLACEMENT AND SPRING SEEDING SHALL 15RADES SHALL. BE TO SUBGRADE IN THE PAVED AREAS AND TO THE LINES SHOWN FOR -- -- �•.r"; BE SUBSTITUTED. -- ••r LANDSCAPED AND OTHER AREAS. IN THE AREA 10 FEET BEHIND THE CURBS, THE TOP 12 INCHES SHALL BE TOPSOIL APPROVED FOR PLACEMENT BY THE ENGINEER. FL� I z ' '•�'' T THE CONTRACTOR SHALL PROTECT ALL SEEDED AREAS FROM EROSION UNTIL FINAL INSPECTION AND ACCEPTANCE HAS BEEN MADE. AREAS DAMAGED BY EROSION SHALL ,•r,,:'•: # BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. SUBGRADE NOT IN STRUCTURAL FILL WILL BE ROLLED AND COMPACTED TO 95 PERCENT RELATIVE MAXIMUM DENSITY AASHTO T-99, ,-3 INCHES DEEP. E a 1'R ALL DISTURBED AREAS WITH SLOPES LESS THAN 3:1 THAT HAVE BEEN GRADED AND �:,.ti.,• o COMPACTED SHALL BE SEEDED PRIOR TO OCTOBER I, WITH THE SAME SEED AND FERTILIZER SOFT SPOTS IN THE SUBGRADE OF PAVED AREAS WIL- BE EXCAVATED TO A DEPTH OF18 INCHES AND BA�-<FILLED WITH 4"-0" CRUSHED ROCS:, COMPACTED AS DIRECTED BY AREA DRAIN •�� ': MIX AS USED IN HYDROSEEDI NG SLOPE GREATER THAN 3:1, AND SPREAD EVENLY OVER THE SITE. CATCH BASIN ;'' % THE ENGINEER. ALL DISTURBED ARC-AS NOT GRADED AND COMPACTED PRIOR TD OCTOBER. I, SHALL BE a m SEEDED WITH 200 LBS PER ACRE OF HIGHWAY MIX AND SPREAD WITH A STRAW MULCH ORGANIC MATERIAL (TREES, BRUSH ROOTS, STUMPS, EfC.) SHALL BE REMOVED FROM w ='�-•'• " S o LAYER I I/2" TO 2" THICK. WITHIN THE DESIGNATED CLEARING LIMITS. STRIPPING SHALL GENERALLY BE 9 INCHES, :t4h I F o BUT MAY BE DEEPER IN WOODED AREAS. STRIPPINGS SHALL BE REMOVED FROM rHE r.Y Q zoo a° EROSION CONTROL PROTECTION SHALL BE CONSIDERED COMPLETE AND SUCCESSFUL CONSTRUCTION AREA AS DIRECTED BY THE ENGINEER. CL z o in WHEN A GRASS MAT HAS BEEN ESTABLISHED. FLOW :�r.•4 , O a� PERMITS REQUIRED TO I-.,AUL MATERIAL FROM THE SITE SHALL BE OBTAINED BY TI-IF V, av�i� P., ADDITIONAL TEMPORARY EROSION CONTROL (DUR!NG CONST.) CONTRACTOR FROM THE COUNTY, STATE, AND OTHEk ,AGENCIES AS NEEDED. ALL 1 " overlap of bags. !w`, ; < �'- toFLAGGING AND TRAFFIC CONTROL REQUIRED SHALL Bi= PROVIDED BY THE o ar,y rn m a BIO-BAGS W.LL BE PLACED AT THE TOE OF ALL MAJOR FILL SLOPES WHEN t- e;;•,' o -'z U. a NECESSARY, -i O PREVENT SILT FROM WASHING INTO EXISTING DRAINAGE WAYS. CONTRACTOR. PLAN VIEW W°a. a 0 W m " I'L'K (n -ja ? TEMPORARY DITCHES WILL BE CONSTRUCTED AS NECESSARY TO ASSURE DRAINAGE IS CONTRACTOR TO BE RESPONSIBLE FOR DUST CONTROL DUR!NG CONSTRUCTION HOURS. <N8 i``N J CHANNELED TO THE FACILITIES BEING PROVIDED. EROSION CONTROL FOR TEMPORARY mi IwzIZZ W AVO r DITCHES WILL BE AS PER DETAIL�I . \ Z •Y'1''1" 6Nc WI�J O FLOW '",ir;Y„ zoo a 3 m IF CONSTRUCTION TAKES PLACE DURING RAINY SEASON, BIO-BAGS AND "MIRAFI" 140 YZ� to S FABRIC WILL BE REQUIRED AT ALL STORM DRAINAGE INLETS UNTIL ROCKING Or a o N=a m 05 STRETCH IS COMPLETED AND DISTURBED SLOPES ARF STABILIZED BY HYDROSEEDING (ON-SITE ONLY). - iils EROSION CONTROL STANDARD NOTES D TCH I N LETOWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION EROSION CONTROL MATRIX AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WET WEATHER CONDITIONS NOTIWTION.AL MEASURES MUST BE COMMERCIAL SUBDIVISION AND LARGER SITE CONSTRUCTION WITH STATE AND FEDERAL REGULATIONS AND CLEAN WATER SERVICES-EROSION PREVENTION I CONSIDERED DEPENDING OW SOIL TYPES. SITE SLOPE AND SEDIMENT CONTROL, PLANNING AND DESIGN MANUAL_, DECEMBER 2000. LOOSE WOOD FIBER MULCH SHALL BE APPLIED A r A RATE OF NO LESS THAN 2,400 POUNDS 2. BIORLTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING ((2 1"x2" BASE MEASURES <2% <10% <15% <20% <30% <50°Jo >50% STOCK 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, (2 TONS) PER ACRE, AND SHALL HAVE A MINIMUM DEPTH IN-PLACE OF 2' ON SLOPES < E;°6 WOODEN STAKES OR APPROJ D E UA PER BAG. - - - PILES AND 5,000 POUNDS (2.5 OF THE GONTRP,CTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED "TONS) ON SLOPES > 20% ON SLOPES > 50% AND AREAS OF N10UEr?A1 E y" ( 1. Gravel Construction Entrance (Sec. Sec X X X X X X X REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES THE RESPONSIBILITY SLOPES PRONE TO EROSION, MULCH MUST BE tTABILIZED IN PLACE BY HAND OR MACHINE INLET PROTECTION Detail Drawing 4 24 4.2.1) BY THE LOCAL JURISDICTION,- - - PUNCHING INTO THE SOIL, SPRAYING WITH A TAC,:ING AGENT OR COVERING WITH AN EROSION ( ION, AND VEGETATION/LANDSCAPING IS ESTABLISHED. ORED PER MANUFACTURER'S RECOMMENDATIONS. TYP F �2. Sediment fence or barrier at toe of X X X X X X X THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS BLANKET SECUREI_1' ANCH Page 4--109 disturbed area (Sec. 4.3.1) _ ' APPROVED UNTIL THE LOTS ARE SOLD. 3. Undisturbed buffer at toe of disturbed A(2.) 3, THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY area (Sec. 4.1.2) MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, 4. Sediment fence installed on contours X X X X X X NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. �- CATCH BASIN GRATE (Spacing)_(Sec. 4.3.1) l (300) (150') (100') (50') (251) (25) THE MARKINGS SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE V REBAR FOR BAG REMOVAL 5. Temporary Diversion dikes/swales #� r# # # # # # DURATION OF CONSTRUCTION. MAINTENANCE CATCH BASIN---___, rC.; i EXPANSION RESTRAINT around active work areas (Sec. 4.2.8; I 2•x2'XV4 RUBBER BLOCKS 4. THE ESC FACILITIES SHONN ON THIS P;_A.N MUST BE CONSTRUCTED IN CONJUNC', .ON WITH ALL EROSION CONTROL MAINTENANCE PERIOD SHALL BE DEEP IED OVER WHEN ALL SITE WET WEATHER MEASURES CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND CONSTRUCTION IS COMPLETED AND ACCEPTED AND ALL EXPOSED AREAS ARE PROTECTED +v r. _ SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE VJ STORM PIPE—, 4;•, �• ,• - - - • • * -- - * * T�- APPLICABLE MATER STANDARDS. BY PERMANENT COVER. AT THAT TIME TEMPORARY EROSION CONTROL DEVICES SHALL_ Established grass (Sec. 4.1.2) __-- f - BE REMOVED. t!'17T- �:r•.,t PDLYPROPLFNF n ,' y;:y�,.�l•.l•''r,•,':•�"`�•i•''�'h' FILTER SACT (MOVEN) 7. 2"-min. straw mulch cover(Sec. 4.1.4) O O O O O O ��_-_. 5. THE ESC I=ACILITIES SHOE IN ON THIS PLAN ARE MINIMUM REi�UIREMENTS FOR ANTICIPATED 8. Erosion blankets w/anchors (Sec. O O O O O O SITE CONFATIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS WOVEN P❑LYPR❑PLENE SACK 4.1.7) NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT 9. 6-mil Plastic sheet cover(Sec. 4.1.8) O O O O O '" LADEN W/TER DOES NOT LEAVE THE SITE OR ENTER THE STORM DRAINAGE SYSTEM. - -- T- '--- -� Fes. THE E13.- FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR - GAICH BASIN GRATE' 10. Sediment trap or pond (Setc. 4.3.11) O O O O O AND -IAINTAIyED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. �.. PelrFaaPLENE A LOG BOOK IS TO BE KEPT ON SITE WITH INSPECTIONS. CATCH BASIN—, � +`- BCDT POST CONSTRUCTION 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER HEIGHT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. OVERFLOW 11. Reestablish round cover or I X X X X X X X X g THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM STCRM PIPE ' landscape prior to removing erosion :Y'; ti' SYSTEM. ,+ -PDL'rPROPLENE control measures (Sec. 4.1.3) ' — ---- — - - — -_ - 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND �'V r'�ily!,I�•L}tir•.)r��;:i•,y FILTER SACK (NDN-WOVEN) Key: X = Base Measure MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO A =Alternate to Base Measure indicated in parenthesis INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. NON-WOVEN POLYPR❑PLENE SACK #= Optional Base Measure, can use as applicable 9• STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT * = Supplemental Wet Weather Measure (Oct 1-Apr. 30) (Seeding prior to Sept. 1) SURFACES ARE COMPLETED AND/OFC VEGETATION IS RE-ESTABLISHED. 0=Alternate Wet Weather Measure to * 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. Note: If different areas of the site have considerably different slopes, the site may be divided up and 1:. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF CONSTRUE 1 ION. NOTE: erosion measures selected for each area from the appropriate column in the matrix. BLOCKED WHEN USING FILTER FABRIC INLET SACKS. 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER IST THROUGH APRIL 30TH, 1. RECESSED CURB INLET CATCH BASINS MUST THE WET WEATHER ERc`'SION PREVENTION MEASURES WILL BE IN EFFECT. SEE THE EROSION PREVENTION P+ SIZE of FILTER FABRIC INLET SACKS TO BE AND SEDIMENT CONTROL_ PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENT`'. DETERMINED B1' MANUFACTURER. - - 13. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. INLET PROTECTION d TYPE 5 DetaB Drawing 4-25 1 --_� Page 4-110 Architecture -- -- - t6 May zoo3 Re�isiana robs Date Drawing Title KURAHASI-II L�FRCcr EROSION CONTROL DETAILS Planning & ASSOCIATES, INC. 21QU C ��It 674+I* Hall Blvd. 13500 Prod ct No G 1 a\ TL..l New Tigard Library BUP2003-UOc11 Civil Engineering (later Resources G,nruH°nt 1'rolect No � �V�` 4F I 12r, {3 Interiors landscape !architecture • Planning 1100 G Construction Documents Environmental Surveying Drawn by fill? ON15 e� lha•vingtic 15580 STI Jay Street, Suite 200 IP "*� t 1 PBeaverton, Oregon 97006 C9 . 0 (503)844-8842 fax: (503)844-9731 Checked by BATlg3rd,OTCgOd Z• AR'i k`` 621 SW Morrison St Suite 2111) Portland,Oregon 97205 3894 T 503-222-1917 F 503-294-0272 E stg@srgpartnet*p.com NOTICE IF THE PRINT OR TYPE ON ANY I I I hI 1I _I I.III -I -I II rlil I__I II I I 1 I I rI I r7 TII I I I�I I i t I I II 1 III III II I1 1 II IIII Jill IIII III III III l l t I I I I I I I I I IIII I I I I I I I I IIII III lII III IIII V I I I (� 5IMAGE IS NOT AS CLEAR AS THIS NOTICE, l( IT IS DUP TU THE OUALITY OF THE _ ORIGINAL DOCUMENT ( £ L 9G L L 8�ti s�Z t+L £ G T L L �8 i B t GST 9T 4 T ►T S�T EST t�T �I 8 �8 �L 9 9 7 S 8 I T oisue ' IIII�I�� ILII IIII�I��III►��I�II IIII�IIIII��I�I�►IIIIII III��IIIIIII III! I�II�III� IIII�IIII I�I��IIIIII�►��I�I I�IIIIIIII�III(IIII�IIII ILII IIIII��I�Illllll��i�l►I ILII IIIIIIIIIIIillllll�l��1►►11�II�IIIIII�I��lullllU�llll ►Il�lll 111►�IIIA►N►► !/ GETA TION PLANTING LEGEND PLANTING LEGEND TREES v ROUND COVER ),)�k ABBR. QTY. SYMBOL BOTANICAL /COMMON NAME SIZE CONDITION ABBR. QTY. SYMBOL BOTANICAL /COMMON NAME SIZE/SPACING CONDITIO- ALRU 8 o Alnus rubra / Red Alder 4'-6' B&B CAOB 1290 Carex obnupto / Slough Sedge 12" O.C. CLUMPS TRIBUTARY CREEK CRDO 5 Crataegus douglasii , Douglas Hawthorn 4'-6' B&B JUEF 750 Juncus effusus / Soft Rush 12" O.C. CLUMPS OCUST I, I �,� r �\� FRLA 3 + Froxinus latifolia / Oregon Ash 4'-6' B&B SCMI 1290 Scirpus microcarpus/ Srr,all-fruited Bulrush 12" O.C. TUBERS O 3 �CRO (1) QUGA : r i QUGA 7 - Quercus gar.yana / Garry Oak 4'-6' B&B TEGR 750 Tellimc grondiflora / Fringe Cup 4", 12" O.C. 1POT (3) QUGA — - (2) AI� U �� I (240) CAOB SASI 10 Salix sitchensis Sitka willow 4'-6' B&B - .LZ75TE tl�__ 2 4�� SCMI -(3) SASI J �. ( r. ..�� TYP. o• `` - (3) SASI ( f;rn E�� ABBR. QTY. SYMBOL BOTANICAL /COMMON NAME _ SIZE/SPACING CONDITION LIVE SH,FIUU TAKES ROOTWAG � I F,e•_ N 0 (",R -- - — / _ aE N ABBR. QTY. SYMBOL BOTANICAL COMMON NAME —rAPFLICATION RATE CONDI TION (45U) CAOB -! � : F P COSE 56 Cornus sericea / Redosier Dogwood 2 GAL., 42 O.C. CONTAINER COSE 200 Cornus sericea Redosier Dogwood 2' O.C. LIVE STAKE _ - - � (450) SCMI � t�;t / / HOD! 26 �{ Holodiscus discolor/ Ocean-Spray 2 GAL., 60" O.C. CONTAINER MIN, 2' - �- -_-_ _ i i ,�� LENGTH (3) ALRU _ _ _- - C) ( I ROPY 36 Rosa pisocarpa / Clustered Rose 2 GAT_., 42 O.C. CONTAINER - - (3) ALRU :, l j ;f SACE 33 iA I Sambucus cerulea / Blue Elderberry 2 GAL., 60„ O.C. CONTAINER .-'"•� .�.� • •/ ---- -- . - ---- _ --- -.,---.�`J(�t�" - — — — -- -_ - - - �c.�� •/ /� r ---- _ NOTES _ BERM, 1 . CONTRACTOR SHALL VERIFY ALL QUANTITIES, MEASUREMENTS AND SITE CONDITIONS. 7. USE BARK MULCH TO A DEPTH OF 2" UNDER NEWLY PLANTED TREES TYP. r+ A -_--_- - / - .,UST 2. THE CONTRACTOR WILL STAKE, OR FLAG, PROPOSED PLANT BED AND TREE LOCATIONS. AND SHRUf'S. C ) 20„WILLOW THE CORNERS OF ALL SHRUB AND GROUND COVER BEDS SHALL BE STAKED TO ALLOW c c - ��{(`� �� _ --- - - _ ----___ ' 8• ALL PLANT,' MATERIALS PLANTING AND SEEDING ACTIVITIES HALL CONFORM �3 �V Vf1 I' \, ,. �� ' _ _--"'—�'�:r!I�a_.-�G—��' 'l — _ \� �r r _ , - FOR REVIEW BY THE OWNER'S REPRESENTATIVE. TO NORMAL LANDSCAPE INDUSTRY STANDARDS. INFERIOR PLANTS OR SEED WILL ,, -,� _L / _DITCH W/ SEEPAGE ____ BE REJECTED. 3 - - `� �•. �`� (4) SASI - - - - -- -`�'- ~I FL UW -__ 3. A PRE-PLANTING MEETING WILL BE HELD. CONTACT OWNEP'S REPRESENTATIVE AT LEAST (2)''ORDO -" AA --- -- - - TWO WEEKS PRION I U T14IS MEETING. SUBMIT TO OWNERS REPRESENTATIVE WITH NURSERY g CONTRACTOR SHALL CONTROL. C3LACKBE'PIES, THISTLE, TEASEL, PURPLE ti SHIPPING LIST TO VERIFY PROPER SPECIES AND QUANTITIES. PROVIDE ONLY SOUND, _._ ,�, _ �'``. ,(26)SQDI `�•, _ _- � ' `CAOB ' HEALTHY, VIGOROUS PLANTS, FREE OF D,=FECTS, DISEASES AND ALL FORMS OF LOOSESTRIFE, SCOTCH BROOM AND REED CANARYGRASS WHICH MAY DEVELOP t _ ON SITE IN NEWLY PLANTED AREAS UNTIL FINAL ACCEPTANCE. �- INFESTATION. SAMPLES OF PLANT TABS COMPOST AND SEED MUST BE SUBMITTED w~ �`•{33) SACE,,, ;, 6E10) SCMI ) , BY THE CONTRACTOR FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE. 10. CONTRACTOR SHALL PROVIDE ONE-YEAR PLANT WARRANTY AFTER ACCEPTANCE ��'. (3) FRL A \ Q r> NO PLANTING WILL BE PERFORMED BEFORE THIS MEETING. OWNERS REPRESENTATIVE '- "LOCUST -` E 'l.00ULOZ'�: T ! OF PLANTING BY OWNER 5 REPRESENTATIVE. THE CONTRACTOR SHALL REPLACE ALL (36) ROPY ;(750) JUEF j' MAY MAKE ADJUSTMENTS TO PLANT LOCATIONS AT THIS TIME. DEAD OR UNHEALTHY PLANTS FOUND BY OWNER'S REPRESENTATIVE AT TFE END OF WETLAND I I THE WARRANTY PERIOD. SEE SPECIFICATION SECTION 2950-1 .8 4. PLANTING PERIOD IS WEATHER DEPENDENT AND PLANTING SEQUENCE SHALL BE s %CCJS (36� SE.. 75 TE R I BOUNDARY ADJUSTED ACCORDING TO SOIL MOISTURE. ALL TREE, SHRUB AND GROUNDCOVER , ( �) 11 . PLANT QUANTITIES SHOWN ON PLANS ARE FOR CONTr;ACTORS CONVENIENCE ONLY. --"-- ' PLANTINGS SHALL BE COMPLETE BY THE THIRTY FIRST OF OCTOBER AND ALL GRASS �� -•_�O LO T "\_ \� `.� \ `� \ I, t WETLAND RESTORATION THE CONTRACTOR IS RESPONSIBLE FOR PLANT!^40 AT THE SPECIFIED O.0 DISTANCE ~--•__� '`�` '``,�\ `� \ �\ \ �\ SEEDING SHALL BE COMPLETE BY THE FIFTEENTH OF OCTOBER UNLESS PLANTING PERIOD SHOWN ON THE PLANTING LEGEND. 10 LOCUST \ \ AREA = 7800 SQ. FT. IS EXTENDED BY OWNERS REPRESENTATIVE AS A RESULT OF CONTINUING MILD WEATHER. 10 LOCUST �'•� � � � � •'\• 12 STREAM AND WETLAND PLANT FERTILIZATION REQUIREMENTS SHALL CORRESPOND TO - —a �_.. �, \ 5. KEEP PLANTS MOIST AND SHADED UNTIL INSTALLATION. DO NOT LEAVE THEM IN SPECIFICATION 02930 - 2.2 FERTILIZER. GENERAL NOTE: \ \ \ ~`� V1. �� THE SUN OR LET THEM DRY OUT. WATER PLANTING AREAS AFTER PLANT 10 \ ` �`� INSTALLATION. 13• PLANTING AREAS SHOWING TWO DIFFERENT SPECIES (I.E. SCIRPUS AND CAREX) SHALL 1. SEE FIGURE 2 (T-IIS SHEET) FOR P L `\ ��- BE PLANTFD WITH EQUAL NUMBERS RANDOMLY SPACED IN PLANT BORDER AS SHOWN. PLANTING LEGEND AND NO.-ES. \ � \ `\ 6. DIG, PACK, TRANSPORT AND HANDLE ALL PLANTS WITH CARE TO ENSURE 14. INSTREAM WORX SHALL TAKE PLACE BETWEEN JUNE 1 AND SEPTEMBER 30. \ PROTECTION FROM INJURY. SPORE PLANTS IN THE MANNER NECESSARY TO 2. SEE FIGUFE 4 (THIS SHEET) FOR �, -. � ACCOMMODATE THEIR HORTICULTURAL REQUIREMENTS. HEEL-IN PLANTS 15. CONTRACTOR SHALL NOT COMPACT BACKFILL. SOFT GABION (ROOTWAD) DETAIL, o s ICf W IF NECESSARY TO PROTECT ROOT BALLS AND KEEP THEM FROM DRYING 5CALe' I•-2o'-o' NORTH OUT. WETLAND MITIC,ATION PLANTING PLAN 2 WETLAND MITIGATION PLANTING LEGEND SCALE: 1&_O'-0” (PLAN) SCALE: 1"=20'-O" T� ,ti,-- _ '�:'.__.; 4 .�' / , _� ``�`� UNDISTURBED NATIVE SOIL V TA TION / \ W PERMANENT IMPACT `'\ EXISTING BANK AND BED i 6 -•. .� i , � �I }�, LIMIT OF EXCAVATION ; `>> !tom Y � f� -_" -- � � • ��fr�„w. ' COMPACT NATIVE SOIL BACKFILL TO 80% I FF •`'`,;'A,..%.. o TEMPORARY IMPACT Al • h }� =� 5: 1 GRADING IN BUER _ 2rrX4 X24rr WOOD STAKES CUT r : NO TREES REMOVED" : FROM r UNTREATED DOUG FIR \ / ',1 �r ` \�;• 2X4 STAKES 4 U.C. TYP. �. S7 r I� � ( , f' 2 ! f I LIVE STAKES ROOT WAD PROPOSED STORM,,, LIVE STAKES @ 2' O.C., TYP. FINISH GRADE z ROLANKA BIO D-MAT 90 ,r ✓\r T EROSION CONTROL BLANKET I - PROPOSED SANITARY 4:' ` ' I \ - �\�\� \ ' Y (OR APP. EQUAL), TYP. STORM OUTFALL INTO BUFFER AND WETLAND 2 O t fi 4ZJ __—— _ �l I 111; •r . ,,• HEIGHT WOOD STAKE VARIES r 1 /; / �� _ - -- _ 2 \` i / I / ' \/ i�'"'J,'�•,'T � Vii• r r r r, ♦ � �. y tel/ ` - _"- •r'' r_ ! _ ,•' ` `�._�"-�''—�'"" BERM �. ./' f �\'� \ r \ - - -- _�--r` // ./ r \ 10111 WETLAND BOUNDA -- \, t _ ��.- �•, �i� � _ 8' 0" SECTION ROOT WAD / EMBANKMENT PLAN { - -' •1 "LOGU 'T. ��, \ —r - / �'`- DEPTH Ek-est .5s MH `'` NOTES: �t•1 ___ `\, -1 �.�1 �, (D -, New rrr7-1 1 . ROOT WAD TO PROTRUDE INTO CHANNEL THE DFPrH OF THE ROOTMASS AS MEASURED FROM EXISTING BANK CHANNEL. 2. TREES REMOVED FROM SITE SHOULD BE UTIL:7.ED AS ROOT WADS. COORDINATE WITH OWNER'S REPRESENTATIVE. STER 3. CUT LIVE STAKES END TO A F OIN FOR EP:SIF_R INSTALLATION. F JST I T e a ^� .�� W CLEAN CUTS. J -� `�•• `'-- •`-�. �``�..• ` ''w•., � \. `� ..-''� � u s' to 2a 4. TRIM OFF PIRANCHES FROM LIVE ST^"''" / 482 SCALE: 1'-20-0• NORTH �'�'"� r-I'^iit•-z -1`` \ ` 5. LIVE STAKLS ARE TO BE PLACED 2' O.C. Travis,l.Ruyhal r' OREGON 6. BATiEP ROOT WAD TO MATCH EXISTING CHANNEL_ BANK. �L� TEMPORARY AND PERMANENT WETLAND IMPACTS s�9pE AYICJ0— \\ SCALE: I "=20'-p.. (PLAN) S 0 FT GAB I O N SCALE: NTS (SECTION & PLAN) Architecturethn 'ride room 16 Revisirms Date awi May'1003 � WETLAND MITIGATION Planning Y°KUIZAHASHI zloo PLANTING PLAN ANDNew Tigard Library Civil tonsultnt ftjat No DETATLS fterors En&eeer& - Waer Remuses 2100 Construction Documents Landscape Archite0nre . Planning Drawing No Environmental . Surveying Drawn by b 15580 SN Jay Street, Suite 200 TR Beaverton, Oregon 97006 Checked by Hall Blvd.13500 Tigard,Oregon (503)644-6842 tar. (503)644-9731 TR BUP2003-0021 i L3 *2 G'_I SW Morrison SI Suite 2011 Portland,Oregon 97205-3894 T 507-222-1917 F 503-294-0272 E srg(r4srgpartnership.:om 27 of 125 NOTICE: IF THE PRINT OR TYPE ON ANY 171. III Il l l l l i l l l l l l III 1 2 I 4 I 6 I I I I I 10 11 I ' M IMAGE IS NOT AS CLEAR AS THIS NOTICE, -- — ---- - -- - - No as IT IS DUE TO THE DUALITY OF THE L S a'�... ORIGINAL DOCUMENT ( ��BIL L�9r BIZ 6 Z ElZ IZIZ [fZ r)lZ 18l[ 8f II LIt elt S�t 161l Eft 7�[ tit w�l le I iB I � i9 ��E Z I t u. L I I I I I I l ILII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII lllllllll lllllllll ILII III IIIIIII IIIIIIIII ILII ILII IIIIIIIII IJIIIIII IIIIIIIII ILII ILII IIIIIIIII ILII ILII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII ILII ill ILII Illi �llll llll�lll 1 11111111 IIIIINII, � •;`-- is .�cL�tK �' �- , � �-ti,.. i r•- -. I �! r VEGETATION REMOVAL AND PROTECTION LEGEND 4 OAK TREES TO BE REMOVED TREES TO REMAIN IV 10 6'-0" TEMPORARY CHAIN LINK TREE PROTECTION FENCING (SEE 5/1-4.04). CONTRACTOR SHALL NOTIFY LIN ARBORIST AND OWNERS REPRESENTATIVE FOR VERIFICATION THAT TREE PROTECTION 1 �. �.oil. MEASURES ARE IN PLACE AND F1,1NC fIONAL PRIOR TO = ,� ._�►� �10DEC �., \ ( .- _..::. CONSTRUCTION. 12",PES v .J N O i .16IVAGIV101-4 I 1 � � �151WILLOW � \ E- �■ ■ ■ I� LIMITS OF DISTURBANCE 43 04Fl L I + 15'fiKZLOC%V _ \"CEDAR EXISTING TREES TO BE MOVED; APPROX. (8) 8" CAL. FIR TREES AND (9) 6"-8" MAPLE TREES. CONTACT CITY FORESTER FOR DIGGING AND TRANSPLANTING INSTRUCTIONS I "HO L Y 12'%IOLL Y \ ' `' I + o OV6"HOLL>' "� DA`s I I \' / µ -� I VEGETATION TO BE REMOVED { y* hOLL?�' I I _ SEE SECTION 02230, SITE CLEARING I i ; • • ' ALL INVASIVE PLANT MATERIAL TO BE REMOVED (SEE j \ I / SPECIRCATION 02920(3.2)(B)(2' FOR LIST OF INVASIVE ■ • �� SPECIES). AREA TO BE REPLANTED PER L3.01 & L3.02 ,I ■ 1 � NOTES: 1 . PROTECT ALL TREES NOT IDENTIFIED ON FOR REMOVAL FROM ALL STAGIN'; AND CONSTRUCTION OPERATIONS. 40 FIR �� J •r-I* N ,�1 ..V 7111: 1{ I �•�� \ � a i•'' �'`' tear. .. . \ / / I �., •_` I 717,-4 ::. SW OMARA ST. 4"YAPLE 14'APPL �.,. -r �J ,. 1 ��^/,/10"APPLE `!' 1. .. � V •� i 'r..., �� - -� 4PA)-MAi* MAPLEx, `a,7. 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AND GAS CMU F�CLOSURE FOR METERS TRANSFORMER & J I GENF�RATOR _ I // SEEPHEET L104 &Q — LIBRARY ; ,,yL1 .0FOR ENLARGEMIT i S\ OMARA ST. = T I - f - - �• - - - - - - - -, _J — _ V 2 OOK NS `�. O LOBBY (26)81 CLE P I G - 1 -- I "' "� 7 I NUNDRE� YEa.�? r L — LOADING Z�NE FL00G PLAIN 1 8 I I / .i._ - -1. - ..A `' AND SER' ICE Bc�uNnaRr / DONOR RICK - AR 4: (2) F' POL BANDS I [20HEI 00, N;r - WOOD BE HES I RAISED _ I CROSSWALK r ' RAMP ---� I I I I ' 1 i I I I I I , , TOP of BANK '1 I fITR OF 2 I P F - 4 I C� 10 J HET :II2 ._. .� RAISED — — —4 `yC OSSWALK — (4) BOOK RETURNS S / 1 . 5 F I g BICYCLE - ENL ARGEME - J D4 -' t _IJ lr �1 CL -� ..,�., :.: 6 STORMWATER SWALE 5 10 I r —= \ CENTERLINE �, I ` •� .'`. \ �, ! i �3/�� 1\ ��`�, .FUTURE ENTRY DRIVE �_�' .�. —0' VA 50 --- i0000> - -- -- ENTRY DRIVE ._ •--.._.....__ _ ,, �, •� `' ti��' 'x--cam..- _.a...- ...�"_� __ _ _ / -.t_.-•C- .. -. �'�`- _..�+ .��.._•�` vim'' - =�__ .... C.-.._ ..._ ''••+ '. % TE PLAN --- � I O 15 E ------------- - - - -- - - Date �Drra PLAN ----- ------ Revisions 1 l9 May 2003 0 l �� Z_1\1 WHOLE 5HEET 6-12-05 f REED S1 1F H I P INC REVISION Pr0'"t No 'a= Hall Blvd. 13500 SRG Pt, F� TNER CNew Tigard Greer`Norks P.C. 22'6 BUP2003-00211 I r Consultant Project 4o r-.. 29 of 125 Landscape Architecture 102160 'D F.MICHAEL FAHA Drawing No ARCHITECTURE PLANNING INTERIC cS Construction Documents Environmental Design Drawnuy OREGON 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 I 24VW2nd Avenue,Suite 700 T 14 TIQ.III�.Oregon Ponland oregun9;2Un Checked by �P �( L • O T: 503.222.1917 F: 503.294.0272 www.sr artnershi .com g 503.222.SG1. A��' 9P P NOTICE. IF THE PRINT OR TYPE ON ANY I r i l I 1 1 1 I l III 111111 III I I III III III I I III III III III I 1 1 1 1 I 1 III I I III III 111 III 1 11 1 111 III I I III III III III III III III I I III III III'III III III III III III III III I I 121 J04L IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 6 I � -------I---�_------L—`y� --I-- ��I� I- 1 No,3! �.�'��•�..• ,.;,.� -.-�:-��+tiBeW�*.+rea.«�... ar:5tl7r,,... IT IS DUE TO THE QUALITY OF !E _ _ __ ORIGINAL DOCUMENT o�S Z 9L 4f 9TZ Z 16Z S G 1Z Z 8i 431 LT 9I 417 '1111111 Ei t'll i�s1 I �8rI L I 9 T�IIIIIIII IIII�IIIII�IIIIII�IIII►III �ll�ill�l Till II�IIII�I�I�II II►I�I�IIIIII�III ��I�IIII��►IIII�� IIII IIII 1111I�I1IIII�IIII II11�lIIIIII��i�I1I�II11111�i�1►111111��11►�ll�illllllllllllll►ll►I�I►Il 11llll111ill11�111IT�►VIII . k �l rR: i I I — ■ — �``''� 1i LEGEND _ � \ COMMUNITY' BUILDING 1 LIBRARYCONCRETE PA,'ING----- 14.01 CRUSHED GRAVEL PAVING, TYPE "A"; SEE SPECIFICATIOP,;S CRUSHED GRAVEL PAVING, TYPE "B"; SEE SPECIFICATIONS w1 � �� r •-e_ i '`--�. ; J =_`^ BRICK PAVERS (OWNER PROVIDED, I L O B B Y - I �'' "'�� "''�- �.� �•-� Lval _�''� I � T � r ''--_'�-�, �• ! � ! � - CONTRACTOR INSTALLED Cn -� CCI`JCRETE ACCESSIEIL.,TY RAMP i' �-' \ Jr1.. C. -f II -_ RAMP SLOPING DOWN { EJ EXPANSION JOINT — 2 3 �, 1. �..: �._ ,/ I � � f! � =�-'.•- — . O �- � _._ _ / ( ! -., �. / _ L4.01 L4.01 L4.01 NTROL JOINT C(� -_ — �-� - -- - --- - L4.01 i -- 6 /P�� AERATION/DRAINAGE PIPING I 1 I I I 'tom / 1-4.04 SECURITY FENCING !/ �O2 L4.02 `'�-� _.. CONCRETE RETAINING WALL •'�"�_.` CMU WALL ' L4.01 KEY NOTES: 1 �•! i IK:!i:/. . 3 �`/ L4.02 i i —-- �� `�`-=: RACK "A"• SEE SPECIFIi.AT10NS. !i ! /:i. ./. / ' 18 BIKE \ - PLANTING ,;� �;� �;� /,/ / O2 BIKE RACK B , SEE SPECIFICATIONS. Y 1 AREA / '/. i. . •/. . •/: w O3 BOOK RETURN "A"; OWNER PROVIDED, • /. ., /. .�;/, .,;/. ., 7 CONTRACTOR INSTALLED. SEE SPECIFICATIONS. - - — -- " . L4.02 ® BOOK RETURN "B": OWNER PROVIDED, • CONTRACTOR INSTALLED. SEE SPECIFICATIONS. 14 i ;i. /, /:' / ' i./ / ' i• I 5 BOOK RETURN "C"; RELOCATED FROM EXISTING 5 •i:!' i,� 17 LIBRARY BY CONTRACTOR. SEE SPECIFICATIONS. L4.02 , /• •, •, •,;/ , © CONCRETE PLAZA. PLANTING AREA O7 CONCRETE SERVICE AREA. (.:8) \1 �• '�, '!� �:!. '� '�• � ASPHALT SERVICE AREA/DROP OFF DRIVE; SEE CIVIL PLANS. EJ -�-- 6 O ASPHALT PARKING; SEE CIVIL PLANS /. .i /. ., ♦, .,:/. ., /. OACCESSIBLE PARKING SPACES; SEE CIVIL PLANS AND DETAILS FOR LAYOUT AND STRIPING REQUI;�EMENTS. •�•' �•/' '�•'' '�•'' � '' '��' '� 1 I �-O 1 1 CONCRETE CURB & GUTTER; SEE CIVIL PLANS 12 RAISED ASPHALT CROSSWALK; SEE CIVIL PLANS --- .., 13) 13 TRUNK OF EXISTING TREE TO REMAIN; SEE 6 SHEET L0.01 ---024 4 a ��•'�, .i:! I 4 14 DRIP LINE OF PONDEROSA PINE TREE �1 L4.01 1 •�' SEE 4/L4.02 ';; 5 i;1018 L4.01 L4.01 15 20 FLAG POLE — OWNER PROVIDED, ' THICKENED CONCRETE SIDEWALK I CONTRACTOR INSTALLED. \ 15 EU — ----- — II' 16 UPLIGHTING FOR FLAG POLES O'WIIER PROVIDED, CONTRACTOR INSTALLED. SEE 71 r1/ I LN I./ 1 I ' REQUIREMENTS. ,/^6 I J �/ / L4.02 ` "- w 17 SPECEFICATiuNS; BTHYLENE I D SA A ER A EN NO.S;1 SEE \1-4.01j V I i i I I �� IEJ EJ — — — — --- -- 18 LIGHT POLE; SEE ELECTRICAL PL' NS. ELECTRIC AND GAS IMCTERS; SEE UTILITY PLANS FOR EOI_-!PMENT TYPt_ AND MOUNTING I w1 REQUIREMENTS PLANTING AREA � I PLANTING / 11 TRANSFORMER; / I \ AREA10 10 1 O 20 EQUPMENT TYPE AND TILITY MOUNTI MOUNTING FOR 016 - REQUIREMENTS. \ s 21 EMERGENCY GENERATOR; SEE UTILITY PLANS �/ I l\� FOR EQUIPMENT TYPE AND MOUNTING rriI,�, W/ i \ \ REQUIREMENTS. �� 22 4'-0" CHAIN LINK GATE W/ PRIVACY SLAT; / SEE SPECIFICATIONS. I 23 5'-0" CHAIN LINK GATE W/ PRIVACY SLATS; SEE SPECIFICATIONS. 24 WOOD BE,4CH; SEE SPECIFICATIONS. _ 9 l \-- 12 1 1 9 CONCRETE FLUSH CURB; SEE 11/L4.01 . �-,� I--NT_P'.'r FLAZA M //\TER ALS FLAN r-�) 2 '" E 1 -- -- -- -- - — cV — - — _ _ Date 1 S TE Drawing Title p Krcisions 1.003 �} ENTRY PLAZA Project No 4� 132 'd L7 V 2216 rV�' � � TE ALS C) SRG PARTNEKSHIP INC Hall 810.13500 ILibraryNew Tiand Green\korks, P.C. Consultant Project No � ,� BUP2003-,10211 (0 t_a & ape Architecture !02160 y r,`IICHAFL F\H:1 o 0l 125 cJ ARCHITECTURE PLAN14ING INTERIOR•`; Construction Documents EnvironmentalDeaigrt Drawn by OREGON �w Drawing No E621 SW Morrison Street.Suite 200 Port and,Oregon 97205 , �JFV �T 1 C7 .3 NVt'2nd Avenue,Suite 1(>< �-- 1 Tigard,gar(,Ore ron Pon15 3.222Ore561 97209 Che by <<A p L 1 • 0 2- WZ 7 L T;503.222 1917 F: 503.294.0272 www.srgpartnership.com �/IlllV//111 L �� c .3 ......._......, �.-- .y�urata.�w-ordo�rr• .�,er� ., "/ftld7f�16r�.rli; .. ... - .,ro�+M�gron.�.,-,ve,:,�.�e.�rw<�a,^r,.in,..• �...u �,,.�. �,....»,-..mmm. •,,»m_ �..�...-.a,..., _ _..,T,.<.._-.. „_... -. 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CC4L ,� f IT IS DUE TO THE QUALITY OF THENva' ORIGINAL DOCUMENT � I►�Illa� $ L BL LG 9�8 � �6Z S�� Z iG L �8i 9�t L��T 9t 9T �iT S11T I L�l iT II oT�j �q � 4 I,-- 4 ►��E I L I��atu ' IIII IIII IIII Illi�llll IIIIIIIII IIII�IIIIIIIII IIII�IIII�IIII II IIIIIIIIII!I11111111111 IIII !IIIIIIII !III�IIIIIIIII�IIIIIIIII�IIIIIIIII�III� IIII�IIII IIII IIIIIIIII�IIIilllllllllllllll�lll�llll II I!IIII;./IIIIIIIIIIIIl1llullll�llll G1ll1111111111�111W1ill ll�a� IIIIINII� LEGEND i 1 CONCRETE PAVING-- CRUSHED A`✓ING-CRUSHED GRAVEL PAVING, TYPE- "A"; SEE SPECIFICATIONS ' CRUSHED GRAVEL PAVING, TYPE "B SEE SPECIFICATIONS BRICK PAVERS (OWNER PROVIDED, CONTRACTOR INSTALLED) CONCRETE ACCESSIBILITY RAMP { RAMP SLOPING DOWN � EJ2 3 EXPANSION JOINT - _4.01 -4.01 1 CGNTROL JOINT L4.01 I AERATION/DRAINAGE PIPING- L4.04 I PLANTING 8 9 AREA _.,... _.__ __.__ _ _. _------- SECURITY FENCING' � �-- -- - -'- BID ALTERNATE 16 C0NC�RETAINING WALL 9 CMU WALL L4.02 - 1 KEY NOTES: r8 PLANTING L4.02 PLANTING � BIKE RACK "A", SEE SPECIFICATIONS. AREA I . AREA I I 2 L4.02 BIKE RACK "B", SEE SPECIFICATIONS. BOOK RETUR'J "A"; OWNER PROVIDED, EJ� _ ti. CONTRACTOR'. INSTALLED. SEE SPECIFICATIONS. "B"; „ BOOK RETURN B ; OWNER PROVIDED, CONTRACTOR INSTALLED. SEE SPECIFICATIONS. L4.01 It BOOK RETURN "C", RELOCATED FROM EXISTING i.• `l , I • - I , i LIBRARY BY CONTRACTOR. SEE SPECIFICATIONS. CO'JCRETE PLAZA. CONCRETE SERVICE AREA. �.: lY _� z I / �� ;�� I/•_ \ � - ® ASPHALT SERVICE ARRA/DROP OFF DRIVE; SEE 1 CIVIL PLANS. ASPHALT PARKING; SE'E CIVIL PLANS ACCESSIBLE PARKING SPACES; SEE CIVIL i 'I • ' ' •, / � -; PLANS AND DETAILS FOR LAYOUT AND STRIPING REQUIREMENTS. �- -- t � --- ------�.-•EJB' ..� / � � 1 1 CONCRETE CURB RAISED ASPHALT CROSSWALK. 13 TRUNK OF EXISTING TREE TO REMAIN; SEE I I L4.02 SHEET L0.01 6 DRIP LINE OF PONDEROSA PINE TREE 20' FLAG POLE - OWNER PROVIDEL), CONTRACTOR INSTALLED. �_ I �� 16 UPLIGHTING FOR FLAG POLES OWNER ' _ I ( 18 PROVIDED, CONTRACTOR INSTALLED. SEF ELECTRICAL PLANS FOR TYPE AND POWER ''' REQUIREMENTS. —�--'- SEE E "Ej 17 POLYETHYLENE LANDSCAPE PLANTERS; I I I �_ /'J�` I ► � SPECIFICATIONS, BID ALTERNATE N0. 11 ft -- ------------ �,�� wl �"/ ` ' /' / i �� 18 LIGHT POLE; SEE ELECTRICAL PLANS. ELECTRIC AND GAS METERS; SEE UTILITY PLANS FOR EQUIPMENT TYPE AND MOUNTING ` REQUIREMENTS � . •. :.I' , . • '■• •' •/ ---, ...�, -fir,, 20 TRANSFORMER; SEE UTILITY PLANS FOR — u=- — = � EQUIPMENT TYPE AND MJUNTING - COMMUNITY BUILDING - -- ��_ Li B RARY REQUIREMENTS. c` L � - _ � r;•, 21 EMERGENCY GENERATOR; SEE UTILITY PLAN FOR EQUIPMENT TYPE AND MOUNTING REQUIREMENTS, 4'-0" CHAIN LINK GATE W/ PRIVACY SLAT; • ,,• �-� __ SEE ECIFICATIONS S r " z 1 i, `` �• �-�.. )^--11-�..,, 23 5'-0” CHAIN LINK GATE W/ PRIVACY SLA(S; =' n ti t �M �-�"_ L0 B BY SEE SPECIFICAT IONS. WOOD BENCH; SEE SPECIFICATIONS. 25 CONCRETE FLUSH CURE; SEE 11/L4.01 . 1 COURTYARD MATERIALS PLAN A�.1 SCALE: 3/1r = 177 Revisions Date Ct t S T f, D Drawing Title Q1 LEGEND 6-12-03 OHM19 btay 003LREVISION Project No �� ,�, �O COURTYARD � SRG PARTNERSHIP INC n �IL New Ti and Libra L1, REPLACE 6-12-03 2216 MATERIALS P1 AvOlvd.gryW/ CONCRETE Green\Vorks P.C. C., Han 2003 0021, Cooaultant Project No 13UP2003.00211C�OI1StrL1Ct1Uri DoGL1I•I1er1tS torso 'yF. H:\EL �f{.1 � 3,of 125 ARCHITECTURE PLANNING INTERIORS Lm Drawn by [3n119CAT1e Atchitecttue e�w d OF,EGON L,ra„;t,�v,. 621 SW Morrison Street,Suite 200 Portland,Oregon 57205 , b 24\1Y&nd,O rn 972e 1Mt ` Tigard,Oregon Ponlu d,Oregon 9'2i>9 Checked by L1003 T:503.222.1917 F:503.294.0272 www.srgpartnership.ccm A� i4 NOTICE IF THE PRINT OR t ._ ._..,..:•. y I emir:.. 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"`"`"-••-.•-`�--`.,_ tip.,,_ !r. 7 �+ CONCRETE PAVING— 14.0 ',�{ CRUSHED GRAVEL PAVING, TYPE "A 4 SEE SPECIFICATIONS -._ 14 CRUSHED GRAVEL PAVING, TYPE "B", 1-4.02 L 4.02 SEE SPECIFICATIONS BRICK PAVERS (OWNER PROVIDED, 25 ri3 y / • �` CONTRACTOR INSTALLED) 021 CONCRETE ACCESSIBILITY RAMP h, , RAMP SLOPING DOWN 23 EJ __ EXPANSION JOINT r2 :? L4.01 L4.0-IJ "12 CONTROL JOINT �' -•::r �~'`~�-=':��;� I �.. ,�.�. �-�,..,I '!��'� ,. _� 1-4.01 t �- - r _ 4 AERATION/DRAINAGE DRAINAGE PIPI ' -•�...._ _ 'J � N � NG 1-4.04 ��:•_... _ 4� / `-•- • • L x.01 SECURITY FENCING; — - LIBRARY '` 23 BID ALTERNATE 16 1-4�11Y) 7 117, CONCRE RETAINING WALL PLANTING Ci AREA CMU WALL lee KEY NOTES: X. (1 BIKE RACK "A"; SEE SPECIFICATIONS. BIKE RACK "B"; SEE SPECIFICATIONS. I BOOK RETURN "A"; OWNER PROVIDED, :- - . -- �`- _, —' --• --.�� F,•�i�.-�� ;��%',�� `' �'`— -•�.�---`'' .�/ ,'1� CONTRACTOR INSTALLED. SEE SPECIFICATIONS. BOOK RETURN "B"• OWNER PROVIDED CONTRACTOR INSTALLED. SEE SPECIFICATIONS. 0 BOOK RETURN "C"; RELOCATED FROM EXISTING LIBRARY BY CONTRACTOR. SEE SPECIFICATIONS. ; CONCRETE PLAZA. \� _��/�' / , `•__,` / O7 CONCRETE SERVICE AREA. Ll _��`' �_� ?```� �� / �• 1 / 8 ASPHALT SERVICE AREA/DROP OFF DRIVE; SEE CIVIL PLANS. 9 ASPHALT PARKING; SEE CIVIL PLANS • ,f ,• PLAN:T INC `� AREA 1 p ACCESSIBLE PARKING SPACES; SEC CIVIL ,• �� •� , •� � PLANS AND DETAILS FOR LAYOUT AND L. STRIPING REQUIREMENTS. f 1 AREA PLANTING ;` � .1 ? ' 1 1 CONCRETE CURB � RAISED ASPHALT CROSSWALK; SEE C1\-!I_ PLANS / ,�'�• 13 TRUNK OF EXISTING TREE TO REMAIN; SEE SHEET L0.01 14 DRIP LINE OF PONDEROSA PINE TREE ,`— �• `/ / 15 20' FLAG POLE OWNER PROVIDED / CONTRACTOR INSTALLED. UPLIGHT NG FOR FLAG POLES OWNER 5 PROVIDED, CONTRACTOR INSTALLED. SEE 4 ELECTRICAL PLANS FOR TYPE AND POWER PLANTING / � � •�-• r� REQUIREMENTS. I AREA 17 POLYETHYLENE LANDSCAPE PLANTERS; SEE SPECIFICATIONS; BID ALTERNATE NO. 1 1 PLANTING AREA j 18 LIGHT PULE; SEE ELECTRICAL PLANS. 11 PLANTING 4 "~��'/ / O 19 ELECTRIC AND GAS METERS; SEE UTILITY AREA 5 PLANS FOR EQUIPMENT TYPE AND MOUNTING REQUIREMENTS �— 20 TRANSFORMER; SCE UTILITY PLANS FOR EQUIPMENT TYPE AND MOUNTING r REQUIREMENTS. 21 EMERGENCY GENERATOR; SEE UTILITY PLANS FOR EQUIPMENT TYPE ".ND MOUNTING 1 REQUIREMENTS. C2) 4'-0" CHAIN LINK GATE W/ PRIVACY SLAT; r SEE SPECIFICATIONS. r 11 X23 5'-0" CHAIN LINK GATE W/ PRIVACY SLATS; SEE SPECIFICATIONS. WOOD BENCH; SEE SPECIFICATIONS. 25 CONCRETE FLUSH CURB; SEE 1 /1-4.01 . SERV CE AREA MATERIALS PLAN A2.t SCALE: 3/16" = 1 -0 Date � I S Z'�'�P Drawing Title -- Revisions 19 May Date t i, j LEGEND 6-12-03 1GRIMEN SERVICE AREA SRG PARTNERSHIP INCTigardREVISION Project No \ %'1\ REMOVE 6-12-03 2216 101- �� T�RIALS SLAV Neve PLANTING (IreenvVorks, P.C. Co,,,ultantProjcelNo �.7* �� ' Hall 13500 102160 F MICHAEL FAHA !� PUP2003-00211 nstruction Documents Envitonmencal De. 2 32 of 125 ARCHITECTURE PLANNING INTERIORS CO Lu:dscape.lrchnec�e Drewaby OREGON �� Drawing No 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 , 2 "W 2nd Avenur,5w,e 100 BJW tr �1` ' Tigard.(Oregon Pntdand ort�,v-2o9 Checked by -1p 4 I 503.222.5612 A Ll 1 17 F: 503.294.0272 www.sr artl ershl .com �� • T: 503.Z22 9 9P P I , NOTICE: IF THE PRINT OR TYPE ON ANY rI I III III I I III III I l i 1 1 1 1 III I I I I t I I I I I I I I i�r 1 1 1 1 1 1 III I�I I I I I III III III III III III I�j I I I I I I I I I I I I I I I III III I III III III III III III 1 1 1 1 1 1 1 III III III I I yn� IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I i I I _ I1_.—____ 14 --I I�l—I-._.I.6� ( I _I!1� I �L�I_I_.I.z71 I I_ 0�--I---I--- 'Jot No ae IT IS DUE TO THE (1'JALIIY OF THE _ ORIGINAL DOCUMENT B �L 181-` 1-16 96 �Z 6ll1- E� z TG O�E 8�T e�t L�t e�T 4T it 8T irT LT� T 8 8 1 L ��9 9 ' LILL, �S �ist111111�lll! i "� LEGEND I I 1 \ COMMUNITY BUILDING, LIBRARY I CONCRETE ACCESSIBILITY RAMP ALIG' CONCRETE RETAINING - I i 1 I �'- � � �'� DRAINAGE AND AERATION PIPE WALL WITH FINISHED CMI, - I �� ' BUILDING FACADE. COO, LOBBY ALIGN EXPANSION AN -�/ I �'--�''�- ) --''� \ CONTROL JOINTS IN i 7'-8 1/2" I �o r KEY NOTES: PAVING WITH JOINTS IN RETAINING WALL I ' -� i k �--'-; l . \ f , ~`` - •.' -. ~ 1 CENTER PLANTERS OVER CROSSING POINT OF JOINTS AS SHOWN. 0 CENTER BENCHES IN COMPACTED, ., CRUSHED GRAVEL FIELD. �, �_ L O BOOK DROPS TO BE LOCATED AND INSTALLED BY CONTRACTOR AT OWNERS DIRECTION. C) POST LOCATIONS ARE SHOWN PER METALCO 6 OME1A PANEL AS SHOWN ON 9/L4.02. LAYOUT AND CONSTRUCT FENCE TO M�,NUFACTURER 5', / I �- SPECIFICATIONS. F ` 12" 1 I` CONFIRM THAT `� DISTANCE ' �J I 8'-0" i r 41S CENTERED BETWEEN DOORS 28" , — \ EQ. ECS. -'f 8,. BASELINE 'A' _ , ;L •— r- --- + ` ALIGN WITH FINISHED FACE 0 F \ 9 ■/ . ; -`i _ - -�..,.-'� . 1 •.... - BUILDING �' °�`� / .9 +. ;i� � II I 2 A�/ \ 12 0"� a o P A J0 r � •: � ,, � -_—_ .----- cel � \ L` � �'�`_-� if I cL �� -� o0 0 o Of /� - - w '' - -- O � i� 15' I ^ d ,C° I I w0 y� v �z 0 2 �' �� _ o 0 /! 00 I w v cJ p _� � 0 1 - E c: I � I 9 01 A to 36" t ' (TYP.) I 00 t N 10'-0" (TYP.) I 30'_0" I 5'-0" j 21 '-0" L �+� I � i I i o" EQ I EQ 3'-0" / I iEQ.E t I I I � � " ALIGN I � / 5,-0 , LT t FACE OR CURB--J------- (TYP.) URB - I It I \ TYP. I I I \ I N \ ( ) � r► I � I I I t �� I � 10'-0" 7 -8 Y2" 00 4'-0" 6'-0" 38'-7» - - yy I -- z ui w ZIP J w (n ry Cn Li Z O --- m UJ U 0 1 1 ENTRY FLAZA LAYOUT FLAN _ I O 2 4 6 I� ,�y ---- - - ---------- - - Revisions -- Date t S T L� Drawing Title 19 May 2003 Cj ` C I o ORM �' ENTRY PLAZA Project No ` �I SRG PARTNERSHIP INC ig 2216 4- I �� LAYOUT P1 AN I New Tigard Library GreenWorks P.C. r.. � E--+ BUPsoo30021 T ® Consultant Pto ect No rD tV ARCHITECTURE PLANNING INTERIORS Construction Documents oaeo 1 MICHAEL O 33 or ,25 Landscape Architecture Environmental Design Drawn by � OREGON Drawing No h{'` o B.1W E 621 SW Morrison StreAl,Suite 200 Portland,Oregon 9'1-05 24NW PonWid Avenue,Suite too LL05_e Pottlattd,Oregon 97209 Ch d by' �p �� .. z T: 503.222.1917 F:503.294.0272 www.srgpartnership.com Tigard,Oregon 50/2225612 ry �R c •—J .3 0 NOTICE. IF THE PRINT OR.TYPE ON ANY III III lit III til III III I Illil III lil I I III i i'Iltilli i''Illl Bill I IIIIIII IIIIII�I�111III1 IIIA�jIIIIIIIII IIIIIIIIIIIIIiI IIIII'IIfllllll III I III 11111 III I I IIIIIII til I I I IMAGE IS NOT AS CLFAR AS THIS NOTICE, I __.l I 111_I- I— I- 1_..-.I----- l I l 4I I _�_—I_ !.l _ I __.8L_ ._�L�I_ L- I _ _— 1(f` �L J � 1.- IT IS DUE TO THE QUALITY OF THE _ _ N. a"_ r4 ` ORIGINAL DOCUMENT ( �$ L 8�L LL 9�G Z ►�L t �6I Tlr �G et 9t Lt 9t 4t �6t £1t T�t tillllil�ll 99 (b (t 6lilIl III IIIIIII�IIII (III IIIIII�II iIIIIII� iilllll iiiill�Ilillili��illllllll�ll�l111 it lupiillllll�llllilliWl>ll� ll IIII�Niil ' `AS LEGEND LL- 0 CONCRETE ACCESSIBILITY RAMP w c� m < Z13 U- — -- —�� DRAINAGE AND AERATION PIPE Z W z G Ln Q J Z 5 CD Q E M KEY NOTES: CENTER PLANTERS OVER CROSSING POINT OF JOINTS AS SHOWN. 2~ CENTER BENCHES IN COMPACTED, CRUSHED GRAVEL FIELD. 0 BOOK DROPS TO BE LOCATED AND INSTALLED BY CONTr:.ACTOR AT OWN=RS DIP,ECT ON. C) POST LOCATIONS APE SHOWN PER METAL CO 6' OMEGA PANEL AS SHOWN ON 9/L4.02. LAYOUT AND CONSTRUCT I FENCE TO MANUFACTURER SPECIFICATIONS. 6'—6„ F07-7 ----- --- — MIN. - — Is co ( 4 f � o I 90• c I f� co 00 i ! 1 I r (TYP. I Lf ix i I Q m --- %] I 1 0 I I r w I V I �I l 36 \ 00 f � w f (TYP.) i wLLJ 1Q0- BASELINE 'A_ COMMUNITY BUILDING — - - _ -- __._.__.__ _ ALIGN WITH 6'-1 Y2" 6'-091 3'--0" _ FINISHED FACE OF . L B RARY BUILDING — 711= \ CONFIRM THi;T DISTANCE, IS TO CENTER OF DOORS I 7- 1�'17 COURTYARD LAYOUT PLAN r2.1 CCALE: 3/16' = 0 2 4 6 -2 Date S I'1 Dmwinu Title Revisions l; t REMOVE 6-12-03 Rr 1 19 stay 2003 �1,3 �� COURTYAU No S R G P A R T N E R S H I P I N C . GRAVEL G11 � I9 Project 16 � 2216 � � �a LAYOUT PLA�f New Tigard Library Green\Vorks,P.C. �, SUI 200 03500 Consultant Project�o �'—' �"' 8UP2003.0021 t 102160 > F.MICHAEL FAHA 34 of 125 ARCHITECTURE ?CANNING INTERIORS Construction Documents Landscape a.\rchicec ure Enviro mental Design Dra%�n he OA.FIGON �. Drawing No R "A, Q 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 24 N\C2nd Avenue,Swte 1004,"� L1 . 06 Tigard,Oregon Portland Oregon 9"209 h•eked he T:503.22.2.1917 F:503.294.0272 www.srgpartnership.com g 503122.:612 ��p� A,c NOTICE. IF THE PRINT ORTYPE ON ANY Fri I I r i I i I I I i I i iI11111114 1IIIIII111llll 11�I(Ilflllrlrlrll ilililllllill�Iililill ililill ililili dill i !Iililililili i hili iilili ilililil lililili ilililli lllili I!lili hili i / IMAGE IS NOT AS CLEAR AS THIS NOTICE, - __—.__ IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ _ __ _ -s— �• ORIGINAL DOCUMENT � — �B 1(i 13 G L G �L Z i�6 6� I �L 1 6 LWL 8 I 8 T L t 911 t 9I I 6 l El i Fit IIIIIIIIIIIIIIIIIIIIIIIIIIII) (IIIIIIIIIIIII IIIIIIIIIII�'IIIIII��IIllilllllllllllll 1111 (III IIIIIIIIIIIII ILII IIIIIIIIIIIIIIIIIIIIIIIIIIIII,lllllllll IIIIIIIII IIIIIIIII IIIIIIIII�IIII!Illllllll IIII�IIIIIIIII�IIIIIIIII�II�IWllllllllllll�lll llllllWllllllll 11ll� IIItINiI qy'' v.r h` 41, tF 1�= y% LEGEND if 5, CONCRETE ACCESSIELITY RAMP r i/ rte• i !'+_�\ AES,DRAINAGE AND DATION PIPE 011 CO i. o l j 14' KEY NOTES: 17 o �_ 01 CENTER PLANTERS OVER CROSSING POINT Or JOINTS AS SHOWN. CENTER BENCHES IN COMPACTED, If / CRUSHED GRAVEL FIELD. . .�� 03 BOOK DROPS TO BE LOCATED AND r .�� o INSTALLED BY CONTRACTOR AT OWNERS f DIRECTION. `� 24'_p„ POST LOCATIONS ARE SHOWN PER a4.. �Jrjfl �_ F E OF C v METALCO 6' OMEGA PANEL AS SHOWN - `:-Z:: _,4_-��1 f+ 1 f qCE 0 - C T / ON 9/1-4.02. LAYOUT AND CONSTRUCT ^1M1 CORB 0 J a FENCE TO MANUFACTURER S; \ ... �-- / SPECIFICATIONS. ,'. 111�'�`===�'�- �.. �--•-�..,,_ _ If If 011 y N is � -_�-•�:�_ _ �„ \ ` , " f 4' P' / N WirN _` CID 1.0 O CP o 3 M , I j 7 7 00 tv) ,p„ -- `� J / p CIV 3�-5 E 76, f a FqC OF `pF4 cE 3 � CUR / ` 4 _p„ B CIVl r , i CIV c J 8 -6" f `v �3 CJ NE S I / 6„ t _ / F/NJSH WJ� `, -_-� BUI�DIN F'4CE' p LAJr ALIGN CRUSHED GRAVEL PATH ACROSS DRIVE WITH h -_� W Z r J' S"' WALK; SEE L1 .01 FOR LOCATION. -_ i �Q/_J \ / O SERVICE AREA LAYOUT PLAN A2.1 SCALE: 3/16' - I .-L) 12 Revisions Date S Tc� Drawing Title 1 REMOVE 6-12-03 19 May 2003 G L PLANTING ' Project 'ti-` � SERVICE AREA SRG PARTNERSHIP INC GREE�1 I � �� New Tigard Library _ �_16 La�'OUTc�LA.C.reen�Vorks P.C. .� � Hall Blvd.13500 Consultant arojcct No " ARCHITECTURE PLANNING INTERIORS Construction Documents euP2oo3-00211 Landscape Archit-cn:re 10.160 D F.111CHAEL FA A � 35 of 125 F.m•imnmeneal Design Drewnby � OR EUUN 621 SW Morrison Street.Suite 200 Portland,Oregon 972058JW 24.\r.2nd.,venue,Suite 100 L1007 Tigard,Oregon a�,n1a„d,Oregon 9.209 Checked by � C T:5039 L .222.1917 F:503.294.0272 www,srgpartnership.com 503`225612 O AV .... _ r w NOTICE: IF THE PRINT OR TYPE ON ANY tTi l tt l l t l l I I l l l l l l l l l t i l i11 1111 I l I 1 111 1111 I I t 1 rITI-T[T 1 III 111 I I I I IT I I I I I I I 1 I I I III 1 1 1111111 11 1111! III III I I I I I I I I 111 I I I 1111 11 I I 111 111!1 1 1 1 1 1111111 111111 I III 1111 IIII I ; IMAGE IS NOT AS CLEAR AS THIS NOTICE, -I---I--�1- —.1 —13•�-I—II----L � - I ��-- I 1 II �-- W -_ I 1� I 1 �; _g IT IS DUE TO THE , dALITY OF THE No,9E 0'7:� ,- J ORIGINAL DOCUMENT �o�ti 8�Z 9Z LG 9Z Z 6Z E � Z t1- Z 8i 9t Li 9t 4i +tii fit Zi it tt 8 L 9 9 f S� Z I iron! IIIIIIIIII�IIIIIIIlI�IIII NII�NII INIIIIILIII II�III�IIII�IIIIIIIII�IIIIIIII�IIII IIIIIIIII�IIIIIIIN�IIIIIIIII IIII IIII IIII�I�II�IIII�I!IIINII�IIII IIII�IIII IIII�IIIIIIIII�IIII Illl�lllllllll�llll II Illllllllllillllll l�lill llil�llll�lllllll I111�I�Nlll � � � IRrcICzA TIG1�� LF:�c`!D OF 84NK \ S' MMOL D'^�CR!PTION MANUFAGTUF�R MCDEL i�10. FSI RAD G='"L \ 1 1/4" `�` � 3/4" ROTOR HEAD R4IN51RD F4-F'-10 40 51 8.1 - �. •`� '�• �i • ROTOR NERD RAINS 1 RD T4-FG-T4ID-1=(0uarter), 35 35' I.-1, 3.:�, 62 /-3/4„ --�J! O „ • �' •� \ �L ORIF ZONE RS• AINIRD LD-23-18-LID© 30 N/A 3/4" / WATER METER - BY OTHERS B ` N s' a8 K P PRESSURE REGULATOR - WILKINS 500 -2" SET TO 75 PSI (SIMILAR TO 5/L4.0?' h I P► Q REMOTE CONTROL VALVE- RAINBIRD PEB (SEE 5/L4.03) ilk DRIP REMOTE CCNTROL VALVE -• SEE DETAIL 3/1_4.03 AND 4/1_4.03 QUICK COUPLER-44RC - RA!NBIRD 1 1/4" H GATE VALVE SEE SPECIFICATIONS AND 7/L4.03 1 I k I E u: SUFFER LINE - 2„ N BACKFLOW PREVENTION DEVICE - - WATTS MODEL C07M' -QT 2" DOUBLE CHECK IN BOX ' A — DESIGNATION 1 1/4" F1_`_'J CONTROLLER - RAINBIRD ESP'--2.4MC SERIES (WALL MOUNT IN BOILER ROOM) 3/4" MANUAL DRAIN VALVE- CHAMPION 20ORS (NOTE: CONTRACTOR TO LOCATE 1 �3/4" \ - �B4' ` -- - ALL DRAIN 'VALVES TO DRAIN ALL LOW AREAS OF PIPE.) (SEE 6/L4.03) 1 + \ VALVE IS XCZ i 00 COM �- STATION NUMBER KIT. SEE 1_3,4/4,03 AREA DESIGNATION L-LANDSCAPE D-DRIP B-SUFFER / s I I 5 4� 3/4° FLOW IN GPM i 3/4" 3/4" VALVE SIZE / 2 �1 3/4" �� •'�"� �� / — V A LATERAL LINE CLASS 200 FVC (SEE 8/L4.03) 2" I �1 1/4 ` - SLEEVE - CLASS 160 PVC - SIZE 6" OR AS OTHERWISE NOTED (SEE 9/'-4.03) 3 1" " �'J t - -- — •- MAIN LINE CLASS 200 PVC (SEE 8!..4.03) 5' I 3/4" L > -7 3/4" ` 1 1/4" rr- �"'7 � � FROM M R C'J TO J �• 3/4" / f - SOURCE SYSTEM - �� 1 1/4'- _j SW O MARA S1 � :t .. �- -_- 2 / / e F.v.0 - POINT OF CONNECTION I IP „ 2 " 3/4" l / HONOR;_D YcA, NOTES FLOOD PLAIN 3/4" BOUNDARY — I r C ` 1 . CALL UTILITIES FOR LOCATION PRIOR TO EXCAVATION P.O. . - POIrIT OF ------ / r _ ; SYSTEM DESIGNED FOR F A 4 P AFTER /CONNECTION - ,. / - 2. S S EM IS DES G ED 0 75 POUNDS 0 PRESSURE AND 9 GPM E THE PRESSURE REGULATION VALVE TO OPERATE THE SYSTEM. VERIFY 3/4" PRESSURE AND VOLUME BEFORE INSTALLATION AND NOTIFY OWNER IF THERE IS A DISCREPANCY. -" II 3. LOCATE ALL VALVES IN PLANTING BEDS WHERE POSSIBLE. I I U TOP OF BANK 4. VERIFY DIMENSIONS AND LOCATIONS OF ALL NEW PLANTING AND LAWN AREH3 ON SITE. NOTIFY OWNER OF ANY DEVIATIONS FROM PLAN PRIOR TO CONSTRUCTION. 5. TREE LOCATIONS SHALL BE STAKED BY CONTRACTOR AND APPROVED RY i vo OWNER PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. D D 24 �� 6. INSTALL QUICK COUPLING VALVES A MINIMUM OF 200' ALONG MAINLINE. I I' 35 I' 45 I I5' 4p / D • 3/4" i i 4" 1" 3/4" s5 ' " • " _ 7. INSTALL AUTOMATIC CONTROLLER AT LOCATION SHOWN ON PLAN ON I / 1 1/4 2 / SPECIFIED PEDESTAL AS PER MANUFACTURER'S SPECIFICATIONS. VERIFY WITH OWNER PRIOR TO INSTALLATION. EXTEND CONTROL WIRE CCNDUIT FROM L \ - `— 1.5' 3m f 1 1/4" \ `. CONTROLLEP. AND DAYLIGHT SIX INCHES INTO PLANTING BEG FOR x ` INSTALLATION OF AUTOMATIC VALVE WIRES. I 1 1/2„ • 3/4" 1" � \ \1` \ 8. BACKFLOW PREVENTION DEVICES SHALL BE LOCATED A MINIMUM OF 5'-0" 2° \, 3 4" 3 4" - f, r AWAY FROM CURBS OR PAVING WHEREVER POSSIBLE. 1 J _5' 333/4" / / `w 9. MAINLINE IS SHOWN DIAGRAMMATICALLY. LOCATE PARALLEL TO PAVING 1 1 1/4" ` WITHIN PLANTING AREAS. � 3/4" 1 1/4 1 3/4 - 3/4 1 1/2" 1 1/4" I 5' 44 1t 219 20' ✓ --� I i 7.,� 3/4 �� ,� " � ✓ FFER 3/4 I 3/4" 3/4" 4� �� 1 1/4" 1 1/4" % ✓ ✓ BLJFF� .- ` i '�/ ;/ J j/ 1r I II F r ` r 1 3/4" - - - -- --- - , ' r�=i_ -.� \\ k I I� ��.,. '-.^-._. �� \. \ \ - � � � 1, � ,� � �•/ 1 iRRIGAT 0�J PLA\' A'�.i SCALu 1 = 30-0" Date S T t� Drawing Tide Revisions -- - �` [' L� REV0VE 6-12-03 191tay'2x103 �. IRRIG�TION Project Ni 4- a, ARG PARTNERSHIP INC Gvm F� �� IRRIGATION PLAN 2216 Hall 00 13500 New Tigard Libraq GreenkVorks, P.C. • rG RCI `^ Zgoof 12521c Consultant Project No �'�' (•"" ARCHITECTURE PL o.VNING INTERIORS - P Construction Documents taniro entalMsign ,wnby f {:� ' Environmental D-aign Drawn by `' O�>�;G ON '�+ Drawing No 621 SW Morrison Street,Suite 200 Portland,Oregxi 97205 RJW 4 Port_nd:1 enue,mrn Suite 100 L2001 Tigard,Oregon Ponlu,d,Cmgon 97209 Checked by t� T: 503.222.1917 F:503.294.0272 www.srgparinership.com Sni._23.;et2 ]A� qR�' i NOTICE IF Tr I PRINT OR TYPE ON ANY C I I I I I I I I I I I I I E •T III I I I I L,.I .- I I I I i 1111 1 1 1 1 I l f- � - I I I I III 1111111 III III Ir�jl III III 1111111 III III III I I 'II III III I I III III IIr 1111111 III III � I IMAGE 1S NOT AS CLEAR AS THIS NOTICE, 1_ 1�__-—`''1_ L �e_ ___•�t__. I `'L- -!- I-61. .. I -��J IT IS DUE TO THE OLIALITY OF THE _ _ No ae a ;, x *w -• ...: , ORIGINAL DOCUMENT S S 8G LL 9a L 41_ B Z [G G J611 IL I �9 9 1 I 8 I �5!IIIIIIIIIIII�IIIIIII III IIIIIIIII IIIIIIIiI�IIIIIIIII�III�III�IIIIIrllllllllilll(�IIIIIIIII�IiIIIIiIIIIW LLllullllL�ILI 11ll111111llllULLUIIIIIINIII , Y T LEGEND + + + + + + + + + '' r PLAN %` + t t t t t t t + i t t t t t t t •`` �~'�'+-'"�_. � •��.��r' _ ' I + + t++ ++ + + + + + + + + + + + + + + + + + + t + ttt + tt + t+++++ �• � t ! TREES,;OTFS , + t + + + + . ... t + + + + + T®P+OF+ 1 2 — 1 . ALL PLANTING AREAS, EXCEPT THE BUI=FER + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + jIi'I+1`�= - _._ II II 1lfIILI1i 4Iv i t' �n1 -,, �,,Q\J/\.-�'�\\\\ ~\'r 'I II ` IIVIw1 W".wwwWV•yyvY' wwwwwwywwyw w�yWwwwWVwy'. 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ALL PLANTING AREAS SHALL RECEIVE TOPSOIL, SOIL + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + r� AMENDMENTS, AND MULCH PER SPECIFICATIONS. +� t+ + + FASTIGIATA ,+ + t + + + + + + + t + + + + + + + + + + + + + + + + + + tt THUJAPLICATA 3. ALL PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH +� .. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + B/ HOGAN CEDAR - 8'-10' B&PLANTING DETAILS AND SPECIFICATIONS. + + + + + + + + t + + + . + ++ + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + �PSE'JDOTSUGA MENZIES;! EE •4. ALL STREET TRS AND UNDERSTORY VEGETATION ARE + + + + + t + + + + + -+ + + .+ + DOUGLAS FIR - 8'-10' B&B BEING INSTALLED AS PART OF THE HALL BOULEVARD + + + t + + + + + + . + + + t+ R.OWIMPROVEMENTS. LOCATION IS AS SHOWN ON � ALNUS RUBRA ALDER ?" CAL., B&BPLAN; SEE HALL BOULEVARD CONSTRUCTION DOCUMENTS FOR INFORMATION REGARDING SPECIES. + + r /V O ACER CIRCINATUM + t t t + t EMAPLE - 10'-- 12'Y B? S , MU LT i- LT�iU-N-K 5. PLANT MATERIAL (AS SPECIFICALLY NOTED IN THE ++ ++ + � Ek IS OCCIDENTALISL5 K- jCERC LEGEND) SHALL BE CHOSEN FROM NURSERY BY + + + + + � � 'WESTERN' REDBUD 8'-10', B&B, - MULTI -TLR44U..0N0-4Ki �o LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE + + + + 3ca FOFULUS REMULOIDES1 ; L _PRIOR TO DELIVERY TO SITE FOR INSTALLATION. + + + QUAKING ASPEN - 2" CAL B&B+ +r r + QUERCUSGARRYANA *24 LAA' + + + + + + + + + + + 'OREGON WHITE OAK 2 ' CAL., B&B, SEE NOTE 54_. + + + + + + + DATA `J " = BUFFER LINE � + +++t+++ +t+++ ++ + + + + + + t + + t + t - I ; + + + + + T+ + + + + LITTE- . AF LINDEN+ ++ 2 CAL., B&B, + + + t + + + + t t++ + + t++++ + t + + + + + SHRUBS GROUNDCOVER r3 r4� . . . . . . . . . . . . + + + + t + + + 14, y + + + + ++ +t+ + + + + + + + + + + + + �O4 4, � + + + + + + + + + + + + + + + + + + +++ ICORNUS STOLONIFERA 'BAILEYII' IREDTWIG DOGWOOD - 3 GAL. CONT. - SPACE AS S H _—O- -W-N + + + + + CORNUS STOLONIFERA 'FLAVIRAMEA' w W + + + + t + + • YELLOWTVIG DOGWOOD - 3 GAL. CONT. - SPACE AS SH —O -_— W_-_-N + IGAULTHERIA SHALLON550 SF WATER QUALITY FACILITY - + + + + ++ + + ± ` + +_ OUTFALL MITIGATION AREA + T ++ + + + + + + + + + TSALAL 1 GAL. CONT. - SPACE AS SHOWN + + t + w � + + + _ + + + + HOLGDISCU+ S DISCOLOR + + t t t + t + t t + + + + + 0--OCEAN SPRAY - 3 GAL. CONT. - SPACE AS SHOWN + + + + + + + + + + + MAHONIA AQUIFOLIUM W ++ + t+t+++ t + NGRAF) � � AL. N . - SPACE A WN W J• i w + + + + +, IMAHONIA AQUIFOLIUM 'COMPACTA' w w 'Y w + + + + + + + ICOMPACT OREGON GRAPE - 1 GAL. CONT. - SPACE AS SH- O WN+ it+ + + + + w t t + + .+ + y y w w w �w /+ + + + + + + IPOLYSTICHUM MUNITUM w' .Y + + + + + + SWORD FERN - 1 GAL. CONT. - SPACE AS SHOWN/+ + + w . } + + + + + IRIBES SANGUINEUM y w +' RED FLOWERING CURRANT - 3 GAL. CONT. - SPACE AS SHOWN + + + + + + + } + + LONUTKANA + + + + + « / NOOTKA ROSE - 1 GAL. CONT. - SPACE AS SHOWN y + + + + + + w w .+ + IIEi!" `I _./ r'�-`.\r=_r;;._�`-'�_y\'.i(.,I1,l1 IlI V-ii1faJJ1'.�,>',�_--/•.. 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CONT. - SPACE AS SH_ 1O W % ALBUS �N -yi� + + + + + + +�� + t '+ + t..^ + SYMPHOpICAR �+Y + ' J SNOWBc CRY 1 GAL. CONT. - SPACE AS SHOWN+ + + + RICARPUS MOLLISISYMPrIO -1 CREEPING SNOWBERRY - 1 GAL. CONT. - SPACi.- AS SHOWN AF + t + t++++� + RED YEAR� HUND + + +++++ FLOOD PLAIN IVACCINUM OVATUM + , EVERGREEN HUCKLEBERRY - 3 GAL. CONT. SPACE AS SH O C �W - N � + fflARCTOSTAPHYLLOS UVA-URSI + + ,+ +++ KINNIKINNICK - 1 GAL. CONT. - 3' O.C. FRAGARIA CHILOENS Sr/+ + + + + + + + t ± + +r+ COASTAL STRAWBERRY 4" POTS, 12" O.C. y + + + + IVACCINI UM VITIS-IDAE , y t++ +}•+t+t++ TCP OF BANK I MOUNTAIN CRANBERRY 4" POT, 12" O.C.+ ++ + y+ + NATIVE FIELDGRASS + + + + + + w + t + + + + + ,+ + + + + + + 8haWTh�RN -TIME; PT 905 NATIVE MEADOW MIX 21bs./1000 SF. + + + + + HILDRENS GARDEN Y OTHERS CNT MATERIAL PROVIDED BY OWNERR.O.W PLANTER w * w PLANTING+ + / SEE SPECIFICATIONS LIJ • + + + + + + + + tt + + - +_ _ o + + + + + # + CWS NATIVE BUFFER ENHANCEMENT + -Cro + + + + + + + + + + BU R +, FFER PLANTING MATRIX + + + + + + + + + + + SEE DIAGRAM BELOW FOR TYPICAL PLANTINGS ` t } t + t t t + V• W -4 w + + � + + + +` + `+ Plant Materialt + i t + t + + t+ + + .-+ _+ _+ --+ +~++ Botanical Name Common Name Total B Plot Notes+ + + + + + Trees Gal. Cont 4. + + + + + + arA/nus rubra Red Alder 140 5 8 O.C.+ +• Froxinus latifolia Oregon Ash 140 5 • ' C.C.flW + + \ t + + • + + + + Shrubs Gal. Cont.)_ 532 19 + + _+ + + hd Holodiscus discolor Oceans ra 112 4 9 O.C.tt + + + �+ + + + + + + + rORosa mnocar a Boldhi Rose 140 5 6 O.C. 5 O.C.+ + + + + ambrocemaRed Elderberry 140 5 + + + + + os albus C. 5 + + + + + + + Emergents 62 2.22 + t+ + + + + + + + _+ + + + + Acnillea millefolium Western Ycrrow 2 0.07 1 Ib. acre + + + + + t + i• + + t + + w + + + + + + + + + + + + + + + + vBromus carinatus Native California E,ome 17 0.61 10 Ibs. acre + + + + + + + + + + + + + + + + +` + + + 15 0.54 cre �' +ER + ' + ` E/ mus a/aucus Bue Nildre . +W Vr � + + +t++t+ F + + + + t + + + + + ++++++ + Lupinus bicolor Two-color Lupine 14 +_09-50 .50 8 lbs, acre w VW + + + + + + + � + + + + + +—A— IV + � Luinusofhlius Large-leafed Lupin 14 + + + + + + + + + + + + + +.-Ir + + + + + + + 8 Ibs. acre . } + t + + + t + } t + .+ t t t +. t t + t I- �1 } + + + 'Y W + + _t 'r + + + + + + + + + + + + + + + + + -+ + + + LOCATION AND GROUPING OF PLANT MATERIALS SHOWN + + t + t t + . .. . . + + t + + + + BELOW IS FOR EXAMPLE ONLY. SITE CONDITIONS WILL w + + t + + t t + + + + t t -- + .+ + + + t ST LAYOUT OF PLANT MATERIAL. +/ ++++ ++ +++++++++++••+ + + . + DETERMINE BE Z)+ + + t + + + + + t + + + FANNO CREEKw + + t+ WETLAND t+t++ + + + + +� 900 SF ar ° fl TION AREA G, , , + + + + + + + + + + ar fl FR38� IN GROUPS Q + O + + * * + + + + + .+ + _LJ r * * + + + UlI TREES IN GROUPS/ + LJ rg fl h r OF 3-5 + + + > + hd hd x � ` fl "GROUPS CAN SPANfl d7 v ACROSS PLOTS '' \ ADJACENT PLOT TYPICAL BUFFER PLOT ADJACENT PLOT —5 1 .00— _7 .00— OPEN FIELD ANDSCAPE PLAN I SCALE: 1 = 0-0 1c30 6'- Date Date C DD ` � 4 Drawing Ti t leRevisioas 19 May 2003 Al WHOLE SHEET 6-12-03 LANDSCAPE PLAN REVISION 1GROURProject No z�16 Hall Blvd.13500 SRG PARTNERSHIP INC 000211New Tigard Library GreenWorkSf P.C. Comultant Project No 3701 325 '60 F IDmwine N o ARCHITECTURE PLANNING INTERIORS Construction Documents E•rnmentallDesign Drawn by OR BJW za�W:ndAvenue,Suite too 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 Checked by Portland, Tgard,Oregon 2.o12 C�� L3001� R T:503.222.1917 F: 503.294.0272 www.srgpartnership.com Lin A NOTICE. IF THE PRINT OR TYPE ON ANY IMAGE IS NOT f S CLEAR AS THIS NOTICE, 4 No 30 IS DUE TC. fHE QUALITY OF 'THE ORIGINh'_ DOCUMENT 9 13, so 1111LI111S1 ][IIN1111lllL ILIIIIIIII(( IIIII�IIII�III�IIII� Ill�tll� _ 0 . il 11-1 , I SPECIFIED LANDSCAPE MULCH --------- - -- - CONCRETE SLAB WITH MEDIUM - FINISHED GRADE; HOLD 1 " BELOW ------- SPECIFIED LANDSCAPE MULCH BROOM FINISH; SEE PLAN FOR TOP SURFACE= OF CONCRETE FINISHED GRADE LOCATION; SEE SPECIFICATIONS. -- -- MEDIUM BROOM FINISH .— -- - 1/2" RECESSED SEALANT TOOLED VARIES; 1/4 TOOLED RADIUS(TYP.) ------.-- TOOLED CONTRO1_ JOINT, 3/4' ------ - MEDIUM BROOM FINISH SEE PLAI`IS I _ DEEP X 3/16" WIDE; SEE SHEETS 1/2" RECESSED SEALANT CONCAVE AND TIGHT TO BACKER ROD. - — L1 .02, L1 .03, & L1 .04 FOR 1.00LED CONCAVE AND TIGHT TO COLOR AND TEXTURE TO MATCH BRICK MORTAR. 2 - -STEEL. REINFORCEMENT; LOCATIONS. BACKER ROD. COLOR TO MATCH EXPANSION CONCRETE ROUNDED POLYMER BACKER ROD JOINT 1-4.01 VERT:#5 - 36' O.C. CONT. SPECIFIED STEEL REINFORCING ��- WITH NO BOND TO SEALANT. HORIZ:#4 - 12" O.C. ROUNDED POLYMER BACKER ROD WITH NO BOND TO SEALANT. - 1/2" PRE-MOLDED JOINT FILLER CONCRETE SEE CIVIL - -) CONCRETE PAVING a 112" PRE-MOLDED JOINT FILLER / - MORTAR TO MATCH BUILDING PAVING 1-4.01 DRAWINGS VENEER MU TAR. ° ry ° C °d ° M, SPECIFIED ROCK BASE u 4° ° ° I °, I I- I_—I-I- -I- _I dSPECIFIED SUBGRADE 70�� ° TOP Do I —_ I Q DC) OC SOIL BACKFILL — I I 1 1 .) D SPECIFIED ROCK BASE I' � I 111 I (— SPECIFIED ROCK BASE ---SPECIFIED ROCK BASE L --- SPECIFIED ROCK BASE SPECIFIED SUBGRADEL PREPARED SUBGRADE t — SLIP DOWEL TOP SOIL BACKFILL CONCRETE 5 DENALK 1-4'0, GONG=i� TE 1- 01 N TH I GKENED ED(3E� EXFANS ON JOINT "A" 4EXPANSION JOINT 4CONCRETE 5I DENALK L10SCALE: 30'-0" I 5'-0" — — 21 '-0" _ 5'-0" TYP. 8 L4.01 EDGE OF CONCRETE PAVING j CONCRETE I PAVING R3' PLAN I i I 12" I � I N I ° A ° e q1 _ ° 11 F SL. _ 2% - L _l SEE 7/1-4.01 A 4 ° d _ d a ° SECTION F AC BLE RAMP N HANDRAIL 7 HANDRAIL DETAIL SCALE: 1/2"■I'-O" —� L4.01 SCALE: I ■I'-0" 1% 9 2" O.D. STEEL TUBE PAINTED L4.01 PER SPECIFICATIONS 20'-4" J FINISHED GRADE —EXPANSION JOINT SIMILAR1/4" TOOLED RADIUS(TYP.) -- + - - - " REVEAL - CONCRETE PAVING COMMUNITY BLDG. - 1 MEDIUM BROOM FINISH --- FINISHED BRICK FACADE SPECIFIED CRUSHED CONCRETE WALL; GRAVEL SURFACE; SEE CONCRETE CURB 1/2" CHAMFER -1/2 CHAMFER SACKED FINISH PLANS FOR TYPE. -SPECIFIED LANDSCAPE MULCH -CONTROL JOINT (TYP.) _4 N a 3" I.D. STEEL SLEEVE FILLED 5'-2" (TYP.) COMMUNITY BLDG. - N / WITH NON-SHRINK GROUT FINISHED GRADE O - — CMU WALL - - _, rr SPECIFIED1-4.01 � FINISHED C °d 6 PLANTING MIX TOW 149.- 0� - -- -- - - -- - - --- - -1 I ° \//\\ //�� - DRAIN ROCK - \� �/ �I CONCRETE WALL -III / SPECIFIED PLANTING SOIL MIX 25 4" DIA. DRAIN /\ FFE 147.00 4" SPECIFIED ROCK BASE /X d PIPE; WRAP IN %� 1° -HORIZ:(2)#4 REBAR \\i�\i\ j�� s - J -��'� .�•-----SPECIFIED SUBGRADE 00 \� \/\ d FILTER FABRlC -- 24 O.C. X CONT. \\/\\ \ - \// VERT:#4 REBAR 24" O.C. #4 REBAR; -CONCRETE FOOTING 00 �---` — CONCRETE WALL FOOTING HORIZ:(2)#4 8" O.C. X CONT. _ -(3)#4 REBAR 12" O.C. X CONT, BOW 145.20 SPECIFIED ROCK BASE ----#4 REBAR 12 O.C. =I I -- _ -SPECIFIED SUBGRADE 2,- 6„ SPECIFIED ROCK BASE SPECIFIED SUBGRADE SPECIFIED ROCK BASE SPECIFIED PLANTING MIX -- CONCRETE WALL FOOTING 8, , HANDRAIL DETAIL �) CONGRETE WALL - SECTION 10 GONG RETE WALL - NEST_ ELEVATIaN FLUSH CONCRETE CURB L4A1; SCALE: I" ■ I'-C" 1-4.01 SCALE: 1/2"4-0" 1-4.01 SCALE: 1/2"-I'-O" �_a C)+) SCALE: I"-I'-0" Revisions _ — Date 1 S TF Drawing Title 19 May 2003 C'j l� GGEEG I CONSTRUCTION DETAILS Project No SRG PARTNERSHIP INC ` 221613500 New Tigard Library GreenWorks, P.C. • Hall Blvd.00211 Comultent Project No ['" �" F—+ B of `1.5 t 102160 'y F.MICHAEL FAhA 38 of ine ARCHITECTURE PLANNING INTERIORS Construction Documents Landanpe Architecture r nvirunn,ent,l DcsiKn Drawn by OREGON nrau;ng , 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 ^.4NW2nd Avenue,Suite 10) BJW ;6� L4 ,001 Portland.Oregon 9?209ChJ dby �� ~T:503.222.1917 F 503.294.0272 www.srgpartnership.com Tigard.Orcgon %3222.5612 t,,/� F A� r NOTICE: IF THE PRINT OR TYPE ON ANY I III 'I t III III III I I I V I II III III I I I I1 III f I T I I C III III 1 1 1 1 1 III III 1 1 1 1 1 1 111 1 1 1 1 1 1 1! III I I 1 1 11 I Jill I 1 1 1 1 I�IjI I I I I I I 1 11 111 III III 1 1 1 1 1 1 1 III III (I I I I }M IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 _i_I I. I I I � I —� I I �--I — -I d - I - I- 1 I I I gl �_ I k --kill I �O� I 11� I I � J`c ll S 7fL(�J IT IS DUE TO THE QUALRY OF THE _ "°'a w M ORIGINAL DOCUMENT $ ��L 91- LA�S 9ji1- �Z f1- �S IG 6 8t 9((t LS�T t 4lT I tblt S1T GT t11TI��I 8F111 8; �L �9l911bSIL I uM1111111I�III11i11111�111I 111�1�1111IilIiIIIIIIIiIIiIII Ilulllilllllllll11li1ll Iiii1i1161iiI111ii Ilillill<<illlIlll I►►1lIllllVIII1t11�u�1lIIIlIi1lLl�u �111111u11�i11111,�1>1_ ill i ,I t NOTES: 1 . PAVERS CONTRACTOR HNSTAALL BLEDOWNER CHOSEN AND SUPPLIED, BRICK PAVERS: SPECIFIED GEOTEXTiLE FABRIC - 2. DESIGNED TO FIT A 3-1/2" X 7-1/2" X 2-1/2" PAVING BANDS WERE DESIGNED WITH A MUTUAL MATERIALS NOMINAL SIZED PAVER. "VERSA-TILE", STANDARD SOLID, 3-1/2"(W) X 7-1/2"(L) PI-41 FOR TYPE. ED GRAVEL TYPE - SEE -- _ - 12'-G -- X 2-1/2"(D) NOMINAL DIMENSION BRICK PAVER. 1� 4N--�-EXPAN BIONr 4" STEEL EDGING -- IF, DURING CONSTRUCTION, ANOTHER PAVER IS CHOSEN, 4" SLIP DOWEL_ JOINT --- ; TYPE CONr'IRM DIMENSIONS. IF DIMENSION IS DIFFERENT THAN HOLD PLANTING BEDS 1 " /�� -/ EXPANSION ABOVE, CONTACT OWNER'S REPRESENTATIVE. BELOW FINISHED GRADE \ -EXPAN'-ION JOINT; TYPE V -HOLD PLANTING BEDS JOINT; TYPE OB SPECIFIED SOIL MIX i URE - SEE 3/L4.01 1 BELOW FINISHED a UvLOR: CARIB. DONOR BRICK GRADE CONTROL illl�l LF °/- - PREPARED SOIL J ?INT MORTAR: MATCH BUILDING VENEER MGRTAR.2'-4 1/2" � MORTAR SET• 2 - 4 1/2 CONCRETE 1 2" JOINTSMIXTURE L4.01 PAVINGJ c/ EXPANSION JOINTS: AT LOCATIONS SHOWN ON PLAN, _ Q EXPANSION JOINTS OCCUR IN THE CONCRETE SETTING - SLAB, AND CONTINUE THROUGH BRICK FIELD TO SURFACE. - _ DONOR BRICK � 1SEE DETAIL 3/1.4.01 FOR SEALANT AND COLORING I I�__I I I--III-III-I -I _ PAVER - i _�-=1 I 1=1 I 1=1II—I I I-'I i 1=1 I 1=1 INFORMATION. - ,_ I CNK BRICK .,. _ RILANK III-1 I 1=III-1 I 1=i 11--1 I E 111= _ _ ;- - III_ F �.. ." -� � � —I ,• r-I PAv R 1-�—I I ��_� ►1`-III--III—III I 1=1 I I III � � '�I I i—I I i—III— II1=- 1 503 624--8850 -III--III=III=II=� CONTACT: MUTUAL MATERIALS; ) - - - -I Sf:CTION _III-1 11 - -- ---- --- PVC SCH 40 ELL _- ---- --- PVC SCH 40 ELI. NOTES: NOTES: NOTE: -----.---- --------- - PVC SCH 40 COUPLING r---------_--- ---- PVC SCH 40 COUPLING 1.) LOCATION OF QUICK ALL WIRES TO BE INSTALLED AS PER INSTALL BACKFLOW PREVENTOR PER CODE AND L -� --- - _--� ----- ..`O-INCH LINEAR LENGTH OF WIRE, COI 1, - --- 30-INCH LINEAR LENGTH OF WIRE, COUPLER WITHIN ,ALAE LOCAL CODE. REQUIREMENTS OF PREVAILING JURISDICTIONS. COILED --- - -------� WATER PROOF CONNECTION (1 OF 2) BOX IS SHOWN FOR r ------——-- T ID TAG CLARIFICATION ONLY. ---------------------- ----- FINISH GRADE IN LAWN FLUSH IN TURF AREAS WATER PROOF CONNECTION 1 OF 2) _ _ _ _ VALVE BOX WITH COVER: 24-INCH SIZE INSTALL OFF-SET FROM -- -- AMETEK STANDARD VALVE BOX WITH GATE VALVE (LINE SIZE) EACH SIDE - - ID TAC I - -----VALVE BOX WITH COVER: "4-INCH SIZE PVC SCH 80 CLOSE NIPPLE MAINLINE. GREEN CV LOCKING LID 2. EXACT FITTING LINE SIZE GATE VALVE SEE MANUAL FOR MOUNTING - - SPECIFIED BACKFLOW PREVENTION -- TOP OF MULCH TOP OF MULCH REQUIREMENTS pj -- BRICK IN TR I ASSEMBLY , ,•WIN - i 3'WN �`- S UCT ONS. FINISH GRADE �. , FINISH GRADE COMPONENT SHAPES AND -- IF POSSIBLE LOCATE QUICK COUPLER CARSON 1730 GREEN BOX WITH -- �- T -- PVC SCH 80 NIPPLE (CLOSE) L -- PVC SCH 80 UNION SERVICING ASSEMBLY SEQUENCE MAY DIFFER WITH VALVE IN BOX. INSTALL - � I Y '=-7?'"=-'!' R 0 K!":r' ('AVER 3" --- PVC SCH 80 UNION FOR SERVICING PVC SCH 40 MALE ADAPTER FROM THAT SHOWN. ASSEMELY PER DETAIL AND ATTACH I JSTALL WALL MOJNT AS SPECIE ED B I II11730-P2L G EEN L C WITH 1 2" GAL`J. PIPE X 3' MANUFACTURER. VERIFY LOCATION WITH OWNER ='T' '" ABOVE GRADE ASSEMBLY _ /S RAINBIRD 1 1 2" PEB-PRS VALVE SET TO LONG-ATTACH TO RISER WITH TWO „ o oa o •opo p o PVC .CH 40 MALE ADAPTER ��o� 0 25 PSI / 1� S.S. IRRIGATION BANDS 1 DIA. P.V.C. CONDUIT FOR 110 V. WIRING TO • y °u -SPECIFIED MAINLINE TO ZONES �°C°��' -� BRICK (1 OF 4) �� ( ) � - -- TOP OF BARK MULCH dR!CK 1 OF 4 � �I I I- �ELECTRICAL SERVICE. �� PVC MAINLINE` D - UNION EACH SIDE _ - PJC MAINLINF �2" DIA• P.V.C. CONDUIT FOR COMMON AND -' I- BOX EXTENSION - CONTROL ZONE Kff: RAIN BIRD MODEL z C 1 - 18" COIL OF WIRE SPECIFIED AUTO. I=-'ll D• • D•CONTROL WIRE TO 5' BEYOND EDGE OF BUILDING. I =: D , DREY C INLINE W`rE FILTER (RAINBIRD) IIIn D D 1 I SUPPORT BLOCKS (TYPICAL) XCL-100-COM VALVE RCONCRETELOCK TVP. 3-INCH MINIMUM DEPTH OF 3/4-INCH I 3-IN,,.: MINIMUM DEPTH OF 3/4-INCH -0 B ( ) 0O 11. 4" X $" X 16" CONCRETE BLOCK, 4 9 c c 0 1 WASHED GRAVEL 1 D GRAVEL A HE WS PROVIDE RA CONDUIT IT I R 'D TY P.DE U !N HOLE IN ,0 DU �'� I EQ FLOW _ - I `i�i'i=�i�l��=i'ti��11i h'r •,•i'=i�r'i'� ._. / 111r -� 8" MIN. 3/4" ROUND WASHED -- -- PVC SCH 80 NIPPLE (LENGTH AS - -_ 1 1, 2 BALD VALVE - PVC SCH 80 NIPPLE (LENGTH AS LATERAL PIPE CL 200 PVC 1 f GRAVEL REQUIRED, 1 OF 2) --- REQUIRED, 1 OF 2) \ ----� 6" MIN 3/4" ROUND WASHED GRAVEL CONCRETE THRUST BLOCK PVC SCH 40 TEE OR ELL PVC SCH 40 TEE OR ELL - - Ir?RIGATIGN SUPPLY FROM METER -� _ -- -- PVC SCH 80 NIPPLE (2-INCH LENGTH, PVC SCH 80 CLOSE NIPPLE AND PUC - UNION, EACH SIDE OF VALVE HIDDEN) AND PVC SCH 40 ELL SCH 40 ELL - - MAINLINE SCHED. 40 CROSS OR TEE 4i DRIP CONTROL VALVE ASSEMBLY DRIP (_;ONTRvL VALVE ASSEMBLY REMOTE CONTROL 1 1NA 1_LMO_JNT GONTROLLER BA�GK„FLOW PREVENTION ASSEM�3LY L XGZ „I00-COM KI T LESS THAN 22 GPM) L40(r0f<-. ZONES EXCEEDING 22 GPM L4A3 VALVE " ASSEMBLY �� L4.03 SCALE. 1/2"=1'-0' L4.03� SGAI I/2 I O JSCALE1 : - 3” MIN. FROM EDGE OF - FINISH GRADE TRENCH, PAVING, OR - FOOTING SPECIFIED FILL: COMPACTED FINISHED GRADE - LOCKING MARKER CAP - FINISHED GRADE FOR ROAD SUB-GRADE FLUSri IN LAWN LOCKING DRAIN VALVE COVER. MARK / LOCATION ACCURATELY ON RECORD PAVING DRAWINGS. FINISH GRf DE z .I = 2 DIA. SCHED. 40 P.V.C. SLEEVE - - _ _> =11 CL ° , ;.° , 111. ,I I! I_ 18 INCHES (MIN) UNDER -"-' "- 1_I�'- 10" ROUND VALVE BOX - Tff—r ::6 1:7 _. WALKS AND 24 INCHES (MIN.) ILT1 LENGTH AS REQUIRED ii -�! - SPECIFIED QUICK COUPLING VALVE I ;�I. " _� •,••, , ,, ; ; - I" BELOW ROAD SURFACES. -III :: ro -1 -! " �1 -••. , , • .• - MOUNTED 3/4 ABOVE DIRT GRADE -I I_ I SPECIFIED DRAIN VALDE (3/4 ) 2 DIA. CLASS 200 P.V.C. SLEEVE; vaM1 AVIMIMV M1V M1NMV: aN M1�i �M1Na ADJUST AS NEEDED TO _I . i II=1 z _ I- I- NEGOTIATE AROUND I- - SCHED. 80 P.V.C. NIPPLE, 3/4 X 8 MIN. IRRIGATION LATERAL OR MAIN LINE LENGTH AS REQUIRED. III I =III- -I = ( SPECIFIED PIPE BACKFILL I -- � — a i t; I:,.:':;; a1- n _I 1=I I I I_I I El� � OBSTRUCTIONS WHILE z _ r..;;;;;;;; . _ I__ BRACS GATE VALVE (LINE SIZE) �I - - _ III•-_ I MAINTAINING AT LEAST SCHED. 40 P.V.C. STREET EL I 14 BRICK OR CONCRETE BLOCK ni'1 ii=ii I-III-I ' I I I=I I I--I —III-11 l= _ - T=m —I 1_nom__ I I-III=I I( LATERAL LINE SCHED. 40 P.V.C. T X T 9U DEG. EL I:•;;;;;;;;,;;;; 00 INDICATED MINIMUM DEPTHS. I� _ MAINLINE. _ � '=1 P.V.C. ELBOW - -I I=i : I - I_ SC!1ED. 80 P,V.C. NIPPLE, 3/4" X 8" MIN. BRICK OR CONCRETE BLOCK ; I =III- i II I'•;:' ' "`"`- - 2 CU. FT. SPECIFIED PEA "'- �•`• ' -- PEA GRAVEL - -- li— MAINLINE � » L7. - - - - MAINLINE III- ,ti,,, I GRAVEL ice'-' r'-r' -III =I I - SLEEVE: CLASS 200 PVC. -1 I - TLiI i T_m _ EXTEND 6 INCHES BEYOND SCHED. 40 P.V.C. STREET FI_ Y. COMMON AND CONTROL EDGE OF PAVEMENT, CURB, SCHED. 40 ELLOW OR TEE ---{I— _ I I= WIRE AND WALL. t .III-1 I I-1 I 1=1 12" MIN. i a : a RR 1 GAT i ON SLEEVES QU I GK-COUPLER 6 MANUAL LRA I N VALVE ASSEMBL'� r7--,\ 6ATE VALVE ASSEMBLY (PTRENGHIN6 IN PLANTING AREA 9 JNDER PAVEMENT � VA VE ASSEMBLY4.03LVALE: 3/4"=I'-O" L4.03 SCALE: I"■I'-0" SCALE: 5/4"■I'-O' 4.03 SCALL: NTS L4.03 SCALE: NT5 SEE PLANS MAINLINE-----�\ IRRIGATION VALVE-- IRRIGATION HEADER TOP OF BARK MULCH CLASS 200 PVC ------FINISHED GRADE OR 10P OF SOD �• - - VACUUM R[-LIEF L -POP-UPASSEMBLY +� --- VALVE IF' 71 P.U.C. SCHED. 80 NIPPLE O SCHED. 40 P.V.C. STREET FL -� --=- - ------ - ti ri ---SCHED, 40 P.V.C. T X T 90 DEG. EL 1 ---P.V.C. c CHED. 80 NIPPLE --- ----- -- -� - ' -LATERAL LINE CL 200 PVC - --------mss-• - SCHED. 40 ELBOW OR TEE j --_--_SCHED. 40 P.V.C. STREET EL NCTE - `PECIFIED EMITTER 1. PLACE VACUUM RELIEF VALVE AT FURTHEST END(S) OF ZONE. - LANDSCAPE DRIPLINE 2. STAKE TUBING WITH GRASS STAPLES AT - SEE PLANS FOR 8' INTERVALS ALONG ENTIRE LENGTH. EMITTER SPACING •.I 3. SIZE IRRIGATION HEADERS FOR FLOW; k 0-15 GMP=1", 16-25 GPM=1-1/4", >26 GMP=1-1/2". I± SIN NG �O NT ASSEMBLY I I \, FOR ROTOR HEADS &L,� � DRIF ZONE LAYOUTNT5 SCALE: 1/4" ■ 1'-0" i i 1 _ -- -- - Date Drawing Tide ' Rcvisa°"` ' 19 May 2003 C1 J Al IRRIGATION DETAILS GRER I SRC PARTNERSHIP INC Pro;e2216 �- JJJ� d • �// • Hall Blvd. 13500 New Tigard Library Green�korks P.C. 40 of � Consultant Project No [�" [— 40 0l 125 ® landscape Architccnue 1021EC A F.MICHAEL F:\H.1 v ARCHITECTURE PLANNING INTERIORS Construction Documents �f OREGON v, Em�ironmrncal Design Drawn by /�' 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 EDW Q 24 NW2nd Avenue,Suite I�` �^ ` L4003 Tigard.Oregon Pnrdand,222.5612 roe chry �by `�P� A�2_1 T: 503.222.1917 F:503.294.0272 www.srgpartnership.comsn3.:2� \/\ ,..'_.., ..,s, ,K.. ....- �'..._. s�iPNEA:'•�t>,� ,_,.?1;�' _'.w"r't T'ofh!'.: H.A,. . ..-..,r+ ,!•..:.vn....,�#y eu"v"a..rn-*..,Y,s., ..ro«..:,u+xn,..am,i,...,r- i� a,.... NOTICE: IF THE PRINT OR TYPE ON ANY T]111 I11�I�1 Ililiillllll VIII { �Illi!I IIII�IIlf1'TI141�IIIIIiI�IIIIiIIIIIIIIIIIIIIII�III�IIIII�I!IIIIIII�III�IIIII Ilillllltllllll 1�1ll�lll�lll,l I�I��(II��1I1� illllllli�ll; 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, LI_ _L._ _ - - __ _ _—L _.-1.__— --8L- -_--- IT IS DUE TO THE QUALITY OF THE No.34 ��"` , ORIGINAL DOCUMENT E L 87. LZ 8Z Z 6Z S L I TS 0:` 1 ��o 8i BT LT 8T 4T 1l ST Lt Tt 1 8 8 L 8 9 ► £ G T=u■ [1111111�11111!I111811 1111111111111IlllIllli►II1�III►IIIll11II IIII illi!11IIIII�!� II��Illl It Ill�l�ll��llllll►I�IIIIIIII� II'i(Illi�ll�lf III 1�11�111 11111 ►►�Illll�I►►IIIII��i�l�lllll►ii�l�l�ll��l�[I 111111►IIl�I[[ ll11ll11111L ll fill[►J I►I►�ik►1 r NO_;ES: 1. POSTS SHALL BE SET SECURELY IN GROUND. NO TEMPORARY PANELS STAKING PLAN �� STAKING PLAN N BLOCKS PERMITTED. �69 ey SPECIFIED TREE p -- SPECIFIED TREE % DRIP LINE +; �- (3) 2" DIAM. STAKES, AS SPECIFIED. ATTACH TO _/ (3) 2" DIAM. STAKES, AS SPECIFIED. ATTACH TO COVER ( 1 „ TREE WITH CINCH TIES, NAIL TO STAKE. -- SET CROWN OF ROOTBALL 1" ABOVE \ GA EQUALTRIANGULAR RIANGUILARL BE TREE WITH CINCH TIES,' NAIL TO STAKE. � � FINISH GRADE PLANTED 4,, SET CROWN OF ROOTBALL AT FINISH GRADE SPACING PER ON CENTER SPACING SET CROWN OF ROOTBALL AT FINISH GRADE REMOVE BURLAP FROM TOP 1/3 OF AS SPECIFIED ON PLANTING PLAN \ 8'-0" O.C. - RE�.4OVE BURLAP FROM TOP 1/3 OF ROOTBALL L� REMOVE BURLAP FROM TOP t/3 OF ROOTBALL ROOTBALL I (TYP.) i - AFTER STAKING _� AFTER STAKING a --- 2" BARK MULCH -- BARK MULCH - 2 DEPTH ,� (2) LOCATE GROUND COVER ONE I ,> -- BARK MULCH - 2 DEPTH BARK l I - -- FINISH GRADE r HALF OF SPECIFIED SPACING I MULCH CIRCLE SHAD EXTEND 6 BEYOND _ DISTANCE FROM ANY CURB, �--^ BARK MIULCH CIRCLE SHALL EXTEND 6" TREE STAKES IN TURF AREAS SCARIFY SIDES AND BOTTOM SIDEWALK, OR OTHER HARD r BEYOND TREE STAKES IN TURF AREASUNLESS OTHERWISE I1 1 BACKFILL SOIL MIXTURE r BACKFILL SOIL MIXTURE '� I—� =��I= SPECIFIED. FINISH GRADE -i ,t '""� _ �' o = RACKFILL SOIL MIXTURE T 1.=�11-1 1=�i I_I i—�11=l 1 ►h_� _ N _ NA IVE SOIL NATIVE SOIL ROOTBALL — NATIVE SOIL DIA. PLUS I ' ROOTr+ALI �--- STAKES SHALL EXTEND MINIMUM OF THREE EQUAL fJ� UII III II I _* -- STAKES SHALL EXTEND MINIMUM OF THREE PIA, PLUS FEET INTO UNDISTURBED SOIL = _ - 24 SCARIFY ' FEET INTO UNDISTURBED SOIL 4 5,. I ROOTBALL DIA. - SIDES & STAIN TREE STAKES AS SPECIFIED SIDES & STAIN TREE STAKES AS SPECIFIED +/- 24" BOTTOM BOTI1)M DECIDUOUS TREE EVERGREEN TREE GROUND GOVER/ 4' 4� CONI`I EROUS TREE PLANTI Nr DEG I DUOUS TREE PLANTING J , SHRUB PLANTI N _� L 0 r SGAiE NTS 4 SHRUB PLANTING I.4 a4, SCALE, NT5 TRE' PROTECTI ON EENC•I Nv \�.•�04,' SGALS: NTS �La 0415GA1.E; NT: 5 __- L4.04 SALE: NT5 NOTES: 1. CONNECT DRAINL NES PER MANUFACTURERS DIRECTION AND PIN IN 4" PERFORATED ADS 3000 TRIPLE - PLACE. j WALL. INSTALL WITH HOLES DOWN. 2. CAREFULY PLACE COBBLE ROCK OVER PIPE HOLES MUST CONNECT TO VOIDS IN TO AVOID DISCONNECTING FITTINGS. ROCK. CONCRETE SIDEWALK 2"-4" COBBLE ROCK WITH SPECIFIED LANDSCAPE MULCH NO FINES, CONTINUOUS. — SPECIFIED TOP SOIL BACKFILL CURB, GUTTER, AND ASPHALT PER CIVIL PLUG WITH 4" ADS PERFORATED CAP. DRAWINGS —FINISHED GRADE 4" PERFORATED ADS 00 TRIPLE WALL PIPE, r CONT. 4 - 7 _ EXISTING GRADE t w ( I ( ( ( STANDARD DRAIN FITTINGS 'TO DRIP SPECIFIED SUBGRADE i LINE 15'-20'-SEE PLAN t 6 AERATION DRAINAGE PIPING L4.04 5GALE: I/2"=I'-O" t ( w r i s I a y i I f" �I r., I( Rctsions — — Date 1 S TF brewing Title ' 19 May 2003 4 CJ STP �t�� LANI2SCAPE DETAILS SRG PARTNERSHIP INC9 Project No New Tigard Library 2216 ,1f � Hall Blvd, 13500 (ireen�'erks P.C. BUP2003-00211 I r Comultent Project N- ("' �" 41 of t25 Construction Documents LuidscapeArchitecture 102160 y ',-..\IICH:'.ELFAHA v ARCHITECTURE PLANNING INTERIORS Envirunmental Design brawn by "�- OREGON Drawing do P 621 SW Morrison Street.Suite 200 Portland Oregon 97205 24N1C'2nd Avenue,Suite uxl BJy L4004 T;503.222.1917 F:50 ?94.0272 www.srgpartnership-corn Tigard.Ore,20tl Pordand,Orcgoa97209 Checked by �p �.503.22:St112 Qt [. NOTICE IF THE PRINT OR TYPE ON ANYIII III I�I III III III III I I I I I I I I I III 111 III 111 I I I I I I I I III 111 I I I A III III 1111111 III V I I I I I I I I I S I I S I I I IMAGE IS NOT AS CLEAR AS THIS ')TICE, I I I I I fi 8� I �b I 1 I 12 c IT IS DUE TO THE QUALITY OF THE No 341 �p� q-• ORIGINAL DOCUMENT ► ��IIII II►II�IIII IIII�IIII IIII�IIIIIIIII�IIIIIIIII��►�IIII IIIIIIIII�I�I�IIII ��IIII�IIIIIIIII IIII�IIII�III�IIII�IIII� �II IIII�IiI'� IIII�IIII IIII�IIII IIIIIIIII ��I{II�IIII�►III►If111��►�1►11�I��I�(�I�I�IW l�►lII 11Il�IlIJ ; llll lllll!LllIllll 1►I1H11 I . i I GENERAL NOTES i - I. FOR WALL TYPE DETAILS, SEE DRAWING Ag.l. IC. EXTERIOR BUILDING DIM ALIGN FROM FIRST TO SECOND FLOOR, FOR TYPICAL PANEL DIMENSIONS SEE AZI. FOR WALL FRAMING DETAIL5, SEE DRAWINb A412. S. PLAN DIMEN51CN5 ARE TYPICALLY TO DIM POINT A5 DEFINED IN THE DETAIL5, CR FO 5TW,UNLESS NOTED OTHERWI5E. i 4. FOR TYF'CAL LOCATION OF DOOR OPENINGS, SEE DOOR AND FRAME SCHEDULE AND JAMB DETAILS FOR SET OUT REOU I REMENT5. 5. FOR FIRE RATED WALL5,SEE DRAWINGS AO.I t AC.2. 6. FOR FLOOR FINISHES,SEE THE ROOM FIN15H 5GHEDULE AND SPECIFICATION SECTION OgCCO. f '1 FOR (I CONTROL JOINTS.SEE STRUCTURAL DRAWINGS. 3 8. FOR EXTERIOR PAVING ON&RADE SEE LAN05CAPE DRAWING5. I q. FOR TYPICAL BRICK JOINT AND WINDOW JAMB DETAILS, SEE O.q 1 1.62.> 3 4 o a 5 � � S O a a LLL - I.I.AK I FOB 1 I O CHILDREN'S 24'-gl'4" 5'-25/4" Ig'•b✓" 5'-OY" to, A8.1� VERIFY �E+k' 10'-O" 1 \2'' A5.2 t� A3.3 i gLL 1$ -n RD 8 'ft' A8,3 i 3 �2RAIN ___` I 0--- 4- EF -(A (D 15'-O" __ 3A I J °1 18-4Yz 21-•�� 18'-4 b'_8" p 3 - FEC 4A OFFICE I I cD DA5HED LINES '43J 3A m l I c 1 z i INDICATE I BRAGEFRAMES, VOLUNTEER ;AS2 FOM I'-8" 5-OY6 1 b' -` GOORDINAT R3'-5" ' " EXPOSED STRUCTURE - NEW (TYP,(?) THIS 3A 10 + 1 �_ _ SIM._ CHILDREN'S PAIN (TYP) FLOOR) d � ® 3A 3A BOOKS/ m ROOMSTAFF (A� .q - - � (4A ! G F013 � a-QFEJ FOB AV I 1 z 1 o N 8 ABOVE - G-21 -4 - - --1 -- 11 -- -- B 1 I / ALIGN I 3A 3A I 15 moi ' WORLD cG I I Q A9.10 m I ®GES 3A El LFIAN H.G. AYz .� - - �. \ 1 VGT GPT (Z2 ,_ 1 ACTUATOR \\ A3.2 - I, ii? 1 .>rOa 11 11 \ 3 PROGRAMS O' `fl 1 I _ _.-J � STAFF 6 \ II ROOM - + A4.1 �a TOILET 14 A5.2 I I I I GJ 3 A5.2 A5.2 6 i II 1 1 AV/ A3.1 II 5'-6" 5, „ 13..by" CHILDREN'S I I I A5.1 I II pQ TECH, j I I j 1 CONTROLS I I J ® - I NEW I I (� - - S 5ERVICE5 -T G--f -------- -�-- - I--- - ---- BOOKS/ II o I r Cid I I I m 2 \ 1 Q PIT. I ® tf I I 1 ALTERNATE 2 I I I R \ I II �I - I ` II WOMEN LOCKERS I I I I O N p MPP 0_211 \\ BATT. OPERATE - ---.. \ H.G. AGUTATOR I 3q L_ 3 1 I'I �� I I 3 I` n NAFOv� 1 \ 3 ALT. 1 4- TAKEN 4 I A9.7 L v, } Ull _ CHILDREN' FAMILY 4A + II �� 0 ryt� I 0 1 - A5.2 3 12'_5" !2'-5" I 14 'PROGRAM WG - I A4.1 b I iF IX ? 1 ALTERNATE I (I - STORAGE ® I ELF I I MEN __I w I O 1' ( to IdQ 1 ' CHECK�� I VESTIBULE ® -- OC------ pCOMMUNITY r - MEETING \ 1 u1 PSA ; ; O , GG-2 'I„ ` ,� 3A ' ... d H.G. ACTUATOR- r _. y I 4'-Iy�" $'-4" r"4/2" ROOM 2 I 1 / „ e_ 3 --- •r r� 11 rr rrr ; 3a ------ I-- - - ,n A7.2 3- - --------- N 4'-I N" -O"CORRIDOR 17 GG-2 ALIGN GG-2 HALLWAY 2 r t 16 4A �i I'-q" - - - 9 ® r 3A 2 [� `fl S S 11 11 oo cn 1, A8.3 FEG ^ - - - 2- - ! - - - - - 3 A5.2 3A �- I N e A8.3 ^ , YOUTH 5 2'-I" SELF G1�EG ,/P� N I Q 3 G-I - - �I FEC 2 " SERVICE „ �.2 60 ---- I 3A _ __/ ---------- 11 3A STAIR r - I A5.2 OF 1 5- O GOMP.AGT r 4A I 2 ' r .� _ ' 3 I! 4 3 - - Q I STORAGE WORK AREA _��' E� q-2 7-5 3-10" WELGO DESK 4A 3A EL 1 j �° ,, `,, LEV. 4 - - - - 3A 4'-7" 12'-O" - I OFFICE 3 ` - 3^ COMPACT SIM 3 1 A3.4 3A 4A 3A 3A I 11 INTERIOR 2 G �'� 1 I A3.� A9.7 u, c STORAGE O '' 4 - I LOBBY 3A GIRGULATIONm H GG-I I ELEV. ' I A9010 TRACKS, A3.4 MACH IDF I _-- I NO 5TL W/IN 5'-O" © / A WORKROOM 1'-4' ri SSI MACH TYP. R) CE55ED 'r A3.2 LADDER 12 r 12 I C EE f 1 1 - _ PERIMETER® x; ® O �a IN SLAB } 3 3A I A I SECURITY SYSTEM 7'-IVB" IS'-5" 3'-O'' VERIFY ,✓� 1 TO ROOF A8.4 1 3A STAIR r 'r' 9 5 I i � -L.--•��--� .1P RD � I � PANTRY _A 9'-2": 3'-I" 8'-"1" s° ADA A9.7 � DIMS. - - 1 A3.4 3" T \ � m 3A . ` - - -- �° CIRCULATION I 3 BOILER I y (�[ VESTIBULE 1 r ' W� I \ ( ` " - - - - i DESK 7 DONATIONS ,' s rl \0� ,,1.1 1 ^ I , , SIM �„ 4 IIA v 8 . `� r ® A5.2 ;� 1 3 I �A ( 3 ROOM . l 1 3 aa.e A5.416 1-4 D L - - Q.S-. - = -- -v Q- - -- - -- . . _._- .. p _ -- -- - -- - -- -- ------ -- I - --- _ _ r -� -- - D _ z �G FOM � \ I q8.5 s: ..... .. .. - m t `� 3 6 I LIBRA A9.3 \ ENTRY A5.1 I I ! 8 4 RD I Imo - �S" I ENTRY p II , 3A ®i 1 K URI - m I A5,2 GG-2 3A A TU TOR I i �ry Q r BOO SEG TY n1 1,2 `` 1 .t J 10 3 CEJ A5.1 I I 6 I FEG o :o Q / .p I �1 d A8.8 ' 1 / 1\ 8 8 A3.6 SYSTEM,NIG 5 i M _ 5T1BUL,E I'_ �„ _ - G'-g„ 15'-O' I I I _6 3 in ' in 3^I�� -- -- - - J _ ",-�� LOBBY h" 6'-II" -- PARTIAL HT WALL A5.1 L �) 4 p DF 1 w ® O I HALL 1 / 115A - I 15 5'" z' GG-2 in I'-II" �- R _ . - FOM � - -- � __.�_ - - - - - - -- - - � - CE - - - -- _ -_ - - - = - - - - - - - 3 I r / 1 _ A3.4 17 - ----- ------ - ----i---- -------- 1 2 ' r 20� I f~ p / - 9A�l SLAB 4CHI&H SFEUSE PMEGH A4.1 A8.8 - p Ag.g cii, n A3.5 i- O A8.3 A9.3 LINE OF FOR EXTENTS, WORD. / i W/FOUIP. LAYOUT 1 �COQ � 3 1'6 �1 � - � I,�6 , ABOVE, A3.2 A3.3 V.3 IX - H.G ACTUATOR J - O 1 moo 10'-5<2" 10'-512° EXTENDED O C MULLION GAF WALL, SEE _1e„ „ ABOVE ;6 - 8' 20'-b /a Ig'-6,z /a Ig'-6,, /a Ig' bYs" 5'-2/a Ig'-&a /a Iq'-bye" ,a Ig'-BYE" �" woo 15, ANDSLAPE BATTER'Y OPPRATEL p [ H.G. AGTUTATOR _ x.Z X3 ��2 \� 00 O a o o a a FLOOR PLf�N FIRST F OOR _ A2.1 5GALE: 1/6"_ t'-O' Revisions Date Drawing Title 19 May 2003 I Addendum - _vne 12, 2003 FLOOR.PLAN SRG PARTNERSHIP INC ��ED �`°'` t�° New Tigard LibraryS� �C�i� z21G FIRST FLOUR ~ JON R. SCHLEUNING Consultant Project Halt Blvd. 13500 ARCHITECTURE PLANNING INTERIORS Construction Documents � �+7 BUP2003.00411 £< Drawn by 42 0l 125 Drawing No 621 SW Morrison Street,Sultp 200 Portland,Oregon 97205 • TRC i PORTI.MIO, OREGON 4 ` Ti,vard,Oregon �,i 0 Checked by ; 503.222.1917 F:503.294.0272 www.orgportnersh[p.com ,� TGE A2 * R OF NOTICE: IF THE PIdNT OR'TYPE ON ANY �(�Illllllll 1 IIII�IIIIIIi�lllllffl�IIII111IIIIIf III�IIL1(I'f�'4 llfllllllllll II�I(IIIIIIIIIIIII III IIiII II�IIIIIII IIII! II�Illill' Il,il'IIIIIIIII IJIIIII IlIIIiIIIII II'II�IIIII�I III1,I LII IMAGE IS NOT AS CLEAR A5 THIS NOTICE, -1 - -1_ -�1..._L _--_ _ .�'1- L �I-_-__i1_ .-vl .._._-Ih I io 11_L a�J __l(�' 'r IT IS DUE TO THE QUALITY OF THE _ _ _ _ N•30 0' ORIGINAL DOCUMENT 8 L 8G LL 8L Z 6L ti L IL L 8[ 9I Lt gt t 6T £t Gt [t ql 8 L 9 A f 8 L �t u� ��I►III►�ItIIIIIITII►,I uIIIIIIIIuIIIIIII IIIIII�Iluluu�llllrl IUL1lIIICuIIIIu�I►.�III►11IulIIII,IuIIIu ulll,llll�i111I�Ilu�IIIIIIII�IIIIITIIIIuI�ill,liilili�llliliu�ii�.�luulu �. i��;�lu�u u u<' , c GENERAL NOTES I. FCR WALL TYPE DETAILS, SEE OR►W,N6 A4.1_ 10. EXTERIOR BUILDING DIM AL!C-N FROM FIRST TO SECOND FLOOR, FCR TYPICAL PANEL DIMENSIONS SEE A2,1- 2. FOR WALL FRAMIN6 DETAILS,5EE- DRAAIN,S Aq.2. 3. PLAN DIMEN510N5 ARE TYPICALLY T1 DIM AS DEFINED IN THE DETAILS,OR FO STUD,UNLESS N01t1, C,7,::'- 4. L:'4. FOR TYPICAL LOCATION OF DOOR OPENIN65, s ANS' FRAME SCHE:ULE AND JAMB DETAILS FOR SET Ot,f REOUIRE`4ENT_ 5 F OAR FIRE RATE;, WALLS• 5E_ CRAWIN65 AO.I 4 AO.2. b FOR FL)OR FINISHES, SEF THE RCOM FIN15H 54CHEDULE AND i SPEGIFIC,A-'ION SECTION 04000, 7. FOR Ch". CONTROL JOINTS, SEE STRUCTURAL DRAWINGS, 6. FOR EXTERIOR PAVING ON 6RADE SEE LANDSCAPE ORAWIN65. oi. FOR TYPICAL BRI<,< JOINT AND WINDOW JA:r5 DETAILS, SEE 0/8.2. O.q 1 1.6 2 C2.1) 3 ,-4 5 C(0) Cl ) 8 Iq'-6" 10'-b" 30'-O" L 30'-0" 30'-O" 30'-O" oA3.2 4" X 56" ELOCKOUT _ FOR HVAC. AIX 5 HOUGHTON X•' Q A5.3 READING ROOM b' -6" "A A3.2 3 1 EXPOSED STRUCTURE 1 A3.3 PAINT(TYP.) 18 4" X 4'-O" BLOCKOUTS FOR M. HVAC,TYP. U.N.O. BR,�,GEFRAME5--HEZ) LIKES INDIGATE ' p I W (TYP. (7) THIS FLOOR) _ 4A � � 1 3A , F - (:k DRAIN - r_ tun n 16) O _ " I _ _ , „ I I I I ' FOM A a 3 O" � � O , r1,8 3 l 'aa1. LA RGE NON-FICTION i I BLOGKOUT I I A5.4 I i 10'-ty" O 4 SI X Ib" PRINT 4 4'_11 10-O 10'-O" - GE 16 A3.3 - I CONFEREE GE " ' FOR HVAC ' 6 - - -B AREA, P. UNC[ TYP. UNO TYP. LINO 3'-O" 6'-b II 6 5'-�" _ `� , OFF' I LOCKOUT FOR �- I A5.5 - -� --- --- -- --------- -- --- -- - -- - - --. d v 24 ~ HV rt AG ( 3 l O .o 7 _ - by2n co / /'I d _,C OFFICE _ ELECTRONIC INFO ANGLED SOFFIT- \ -- l9 -- - -m I I I / I I I I --__ TOILE I 3A FROM 9'-8" TO I 2 I V UNDERSIDE OF \ A3.1 , \ / I I -�� r ctl II OF DECK I O 7 ' to I I I I I 3 i =- G-- t O A5.4 NON-FICTION 3 JAN � SECURE 4 _ I 1 N � 4 I �I � ST®G)�� t 1 2 A3.2 II I , , , , - , I A5.5 2 I I - I Ch1EN MEN I Cr,! TO-,-R�AGE OPEN TO BELOW I \ ALTERNATE I III , I i0 -------- B-- -- --- ----- --8-- --B-t --- --B I IGORRIDOR STAFF I .0 LADDER OO 10" X 10" BLOGKOUT5 FOR I I U ^_a 111111• TOILE, -(8) 7" X 23" BLOCKOUTS FOR HVAC UNDER STACKS, TYF. I 6" ' / ' HVAC UNDER STACKS,TYP. U.N.O. U.N.O. ��E7TIEULE __ L/- - - - - - - - - - -�- - -- - - -� n \ G -�- I - - f� --- -- -- - __ -- - o - _- _ - - -- - - - - I rC -- -m - 3 CC 7 &A72, OPENING ABOVE g 3 GORRI DOR I I A4.2 0 in I O I \� - _' B ` I bye ELECTRONICryl- -,u FICTION , -' \ "s' '/ INFO _ - � - _ GG-I T ® � I r _ - - - - - - - - ,1 5TAle I � I I ON � - - -- -� ` �� -� I q ,t _FEGI 34" X 12"- ;To � - I �.=-I ''�� I 1.2 1 1 REFERENG ✓ m '� =0 4 BLCGKOUT FOR \ I 1 1 DESKCn. ELS`[. A3.1 A3.5 3 = �� EV. I I � " 1 A9.7 REFERENC� :a m 3A � w J F \ .1 DN SIM - 3.4 _L_... 1.131-611 1'-1 ^'- -g" A3.5 Q I A5.3IS] ( �L, -r I ALTERNATE 2 I I - Z_ (4) 7" X 23" :o QIQa I j tc W d1 N ICF --. , I - I -T- , 3 `'_411 5'-4" 8'-8" BLOCKOUTS FOR __7 A3.4 d, I I I I ,�. HVAC, TYP. 1 1 1 A3. 12 A8.8 1 -- A I I 4 I I I I I I I I A5.3 _ OPEN TO BELOW I I I II I FEC FON'' Li _- 4- � I --- - - TRAINING I REFERENCE 1 i A3.a LI6 2'-7" - - - - - - - 7-6 ADULT 10'-IY' 10'-." AIR 2 YOUNG 3 �' ROOM I �_ WORK ROOM I J s _ _ SIM ; �-� 3A 3A 2 P ® 1 --- ----- -- 1-4 ( �A"1 � r• A5.3 1 3A -- - - -- - - SEE A2.3 FORM RE INFOR 1ATION 2CI - D`L7 3A O 7 �> �7� - , r� 2 ` 3'-IOY" 1t OREGON ® c1 A5.3 r1 ` A5.3 U 3A 6 •� 1, A8.2 - 9 G U G U �, - A3.6 A5.4 6 A5.4� 5 YT, 3A c� i A5.3 6 ►� 3. „ „ Z-1" iV I` HISTORY 10 3 1 A8.8 A3.6 [�OZUP I O 10 O 7 TYP UNO TYP. UNO TYP. UNO -3" 9� ' b" 91,_5, OFFICE A3.5 3A A5.5 �I , III I't '�` --,�` >I' foto l 0 1 STUDY I I = I I I A5.4 I A5.4 3 �O, R. - I I ( _ L05ET-'Z-- -- -- uFOM - _----�_ \`, I - - --- --- - -- - -- - -- -- - - E.1 3 �` _� 1 A3.4 :=-0 L----------------J t �- - - -- ---J L-- -------------J L-- '_ ---_ ---J L------"----`�-- 19 1 GOA 2 7 - " ^ A8.2 18 / 18 A3.2 - � A8.3 G 3 1 2 A A8.3 4 !(A3.3 A3.3 SIM. I A3.6 LL. O n. IL n_ 0 I N I'-O" I0 '-3" -0" 1�'-oyz I P CANOPY BELOW i A3 I � 8 O 1 FLOOR PLAN_ 5EC O0�p FLOOR O A2.2 5GP_� 1/8'- 1'-0" - i Revisions Date Drawing Title 19 May 2003 I. Addendum - June 12, 2003 FLOOR PLAN Project No :. R G PARTNERSHIP INC � New Ti. )-ard Lura, F�� g�� 22L6 SECOND FLOOR I" Consultant Project xx BUP2003.00211 � � JON R. `'iCNLFUNING n xxxx Hall Blvd.13500 Construction Documents ARCHITECTURE PLANNING INTERIORS � �� a3 o1 125 Drawn by 621 SW Morrison Streot,Suite 200 Portland,Oregon 97205 f TRG A202 f p PORTLAND. ORE I`N "� Checked by T: 503.222.1917 F:503.294.0272 www.srgpartnership.corn Tigard,Ofeg011 ;_t cQ TICE PF NOTICE IF THE PRINT OR TYPE ON ANY T� I l f III III I t 1 1 I I I I ly I I I I I I I III I I l I IT' r TI'1 I'[1T 1 rIl rIY Irl IIr 1IrIIII I I I I I I I III l I I III III- rIlIIIA rIllII1III1 1II11-pIIT 1IMAGE IS NOT AS CLEAR AS THIS NOTICE, LI . .l 1_ ._I T 14 �_I -.-�6�_I_I--- I- 1. I�L �-I i I. 10L_ I _ I_ �� I I "Jot '1_ IT IS DUE TO THE OUALITY OF THE No-30 a"".�t+.- -� ORIGINAL_ DOCUMENT ��t; ejE� B1L LL�9jG L6�L 6�Z r�G TGA G N[ Bi LT T T irT fit Get STT t 8��e L g I9 i-j>► C 6 Treua IIIIIIIIIIIIIIIIIIIIIIII►I��II��►►� III II ILII II IIIIIIII ll IIIIII�III►II�IIIIIIII►��I�IIIIIII�I�I II IIIIIIII III�I�IiI�i�11�I��II� Ii�I I►ILII►I�IIII �ili�I��I�III� ��IIIIIIII�III�� 1 I� IIIIII�IIII►Illtll�i��111�11ll1illlll 1��►N1� a ROOF A55EMBLIE5 LEGEND GENERAL NOTES ROOF PLAN LEGEND ROOF ASSEMBLIEC4) I. ALL ELEIATIONS ARE TO TOP OF STRUCTURAL 6. FOR MECHANICAL UNIT LOCATIONS GOORD, Wl TAPPEREC: RIGID INSULATION TO - MEMBRANE ROOFING DECK, UNLESS NOTED OTHERWISE. AT GONG, COVERED EQUIPMENT SUPPLIER AND MECHANICAL AND PROVIDE MIN. J" PER FOOT SLOPE TO CONT. 5HT MTL -- RI - PROTECTION OAR DECKS, CONCRETE IS ABOVE THE ELEVATION OF THE STRUCTURAL DRAWINGS. DRAINS 4 CRICKETS AROUND ROOF GUTTER W/ DOWN 5 � O BOARD - (2) LAYERS RIGIr, INSULATION STRUCTURAL DECK. TOP EQUIPMENT. SPOUTS EA END. A8.5 to TAPERED INSULAT ON WHERE INDICATED '1. FOR AIR HANDLING UNIT CUR55 5UPPLIED BY EQUIP. - I 2. ALL ROOF TYPES ARE RI UNLESS NOTED SUPPLIER SEE 10/A0.4. FOR EXHAUST FAN GUR55 SEE AREA OF CONCRETE TOPPING SLAB - PLYWOOD SHEATHING OTHERWISE. I I/A$.4. I - 2 X b T 4 G DECK (EXPOSED 4 FINISHED) MEGHANIGAL UNIT AREAS. I } - STEEL STRUCTURE (EXP05EJ 4 PAINTED) I I � S. PROVIDE TAPERED RIGID INSULATION A5 8. FOR TYPICAL PLUMBING PIPE PENETRATIONS SEE LINE OF OIND CATED AND AT ALL AREAS NECESSARY TO 16/A8.4 FOR TYPICAL DETAIL. I R' - MEMBRANE ROOFING SERVICE WALKWAY PAD,SEE 18 EXTERIOR WALL I I - PROTECTION BOARD MANTAIN POSITIVE DRAINAGE (i" PER FOOT MIN). BELOW FOR DA23 (2) LAYERS RIGID IN5tJLATION PONDING WILL NOT BE ACCEPTABLE. M. FOR TYPICAL COPIN6 EXPAN510N.JOINT DETAILS A8.4 DIMENSIONS SEEPLYYVOOD SHEATHItJG SE_ 4/A8.4, TYP.2 X b T 4 G DECK (EXPOSED 4 FINISHED) 4. VERIFY ALL LOCATIONS 4 SIZES OF ALL ROOF I 1 9 OPENINGS, 4 AREAS TO RECEIVE CONCRETE I A8.5 - STEEL STRUCTURE (EXP05ED 4 PAINTED) ROOF ELEVATION TAG. TIP MECHANICAL PADS. I 5. COORDINATE ROOF AGGE55 HATCHES WITH FLOOR OQ \ I MEMBRANE ROOFING PLANS, A2.1 AND A2.2. �p q - PROTECTION BOARD - (2) LAYERS RIGID INSULATION METAL DECK L___ I STEEL STRUCTURE -�---- - --�------- -- - J Q : ! - MEMBRANE ROOFING O.q /1 1.b 2 ?..`� 3 4 1 R4 A8.5 _ o �� , i � PROTECTION BOARD - (2) LAYERS RIG-ID INSULATION - CONCRETE MECHANICAL PAD LL DECK A2.3 Ui�PR ROOF PL1� 7 - I AS. i 1 -- - -- - -- - _�-- '�,._•r� - t A8.4 TYP �� 1 5 C � t A8.4 • i I 1 Trp CAD- 1 1 0) C FIRE PLACE VENT,COORD. 1 LOCATION W/MFG. \ �/-REQUIREMENTS. SEE (;AL4) ROOF/OVERFLOW 11 X� I DRAIN SEE 1 AA C I eW4 11 X K 1 I 16-0" 1 -_ - I RI TYPICAL ROOF TYPE 5TV4N 6RID5 6 AND nn I , ' . z 1 z \ A3.2 3 A3.3 A 7 R, X,` \ A3.3 7 TOPP�NGOGAT LOCATIONS. FOR GONGRE E \ TYP j + � � 1 1 (Rp A8.4 TYP 1 IA8.4 A8.4 1 Z'% �' _DRAIN 2 % \ ----- ---------------- --------- --------------------------------------- ---- -- ------------------------- --- ---------------------- Y TYP - -- - - -- -- -- -- - -- -- - - -- r---- -- - 2,11 Il - MIN. bb• F-MIS ��. to 3 4 7 t 7 SIM. I A8.5 4. A3.3 MECHANICAL SCREEN A Q A3.5 A3.2 A8.4 �P A8.4 VERTICAL SUPPORT(TYP) ------------- ---------------- ----- -------- _ -- --- -- TYP _ I - - 1 ---- \ -- -- ---- B - - --�1 - ----- -- - --------------- --- ------------ - - -- - ' . . . . . .. . . . . . . . - - - ---- --- - 1 ( B FOG • --- - -- / , I C1 `� 1 I - -�MIN. I I 1 I'.'.'.'.'.'.'.'.'.'.I. A8.4 \ 1 I 2 I DOWN SPOUT AND SPLASH P ea J -- I TYP \ \ 1 I 1 1 I I • ' � I I I TYPICAL EA. END OF EXPOSED STRUCTURE - •• . •,••, •••. MTL PANELS I CLEARSTORY. SEE 20 PAINT(TYP.) I I MTL PANELS I I. • • • • • • I • I ' I 1 1 � � � � A8.4 I 1 ♦.•. .'. L .•.•. .•. .•.•.•. I ...•:•,•.••.• • I' 13'-2" 11 \ \ j I I I I e. . . r------1.' ' i. . . . . . . . . . i . ' l VERIFY I . . . . . . . . I II I I • . . . . .: I. j -, i ROOF HATCH I 1 \ TYP I I I 10 �' I• I.'. . L LI . �'.'I I SEE 12 I \ 1 10 O I I . . . .'. . . . . .i. ). . . . . . . 1 \ 1 A8.5 I I A8.5 - I'.'.'.'.'.'.'.'.'.'.I L . . . . . . . . . i A8.4 1 11 1V I I ' 1 . . . . . . . . \ R1 I I I I 15 I I. . . . . . . . . .'I. i. . . . . . . . . .'I I. . . , . . . . . .'L' .1. . . . . . . . . .'I •I iv�-� 1 A3.5 1 1 I m 1 1 I I I a� p I I I I. I I m W 1 CANOPY BELOW I I I O I ( . . . . . . . . .I'• ) . . . . . . . . I . . . . . 1 > I F i 1 ✓. VERTICAL ROOF AGGE55 1 ALT. 4I : I 11 I f - 14 I I 1 I I • I \ I I 1 GAL E I A8.4 I.'. . . . . . . . .'I 'i.'. . . . . . . . .'I .I I € \ LADDEEXTENTR, V4N. ROOF OVER RAIL \\ I I rY� RIDGE I -__ ----- ------------------- ,--------------------------------� TYP I I . . . . . . . . . .) 1. . . . . . . . . .1 �, I) 0C g IDGE + A8 4 \ 1 P5 4 O I I DASHED LINES INDICATE BRACE I P 1' I TYP \ SCUPPER AND CONDUGTER \ 1 I FRAMES, (TYP. OF (4) THIS �- I n I' I v-�d 1 I I I \ HEAD TO DOWNSPOUT \ 1 I LEVEL) LIGHT SHELF I I j I' I'! �.I .' I I SPLASH PAN. SEE I I I I I I" " ` " --I' I I I . . • ;1. e - f \„ „ :.4•MIN. I ----- ELEVATOR SHAFT LOCATION i 6 q 4TYP FOG s GEROFROM LAST ELEVATOR A8.5 � •77, I r A3 3 A3.5 �'I STOP. I I PENTHOUSE VENTALATOR A3.3 1 '•�'1 I I I I T-- 2'-4"x2'-4"x i'-6"h,VV MIN. 3 5F \ 0 1\ ;�' �!`' .` ' ,^)''• , \ 9 q I I I I FREE VENT AREA. CRICKET,(TYP.) IO'-0•, A8.4 4 I I I I 10'-O" 10'-O" O_O TYP 1 i L-_-----J UPPER ROOF, SEE I/A2.3 PENTHOUSE VENTALATOR ,W/MINZATION'3F j .SEE ALUMINUM STOREFRONT SYSTEM. FREE VENT AREA. 1 1 A8.4 - 1 I 1 2 TYP.) EA. SIDE OF ELEVATOR SHAFT L , I A3.4 'I CLEARSTORY. a MEC, TYP ' SIM I GLR. FROMALAAI ELEVATOR' -- - • , I I 1 T. \ --,---- - -- BO I LE ATER.HEATER VENTS, II k SEE tJE5 HANIGAL FOR QUANITY. + -ate a ��;� -x F_•=� \- �'�-- �2 \ SE / LINE OF 3 it•, ! ' 4 I \I 8 (�)Slm(& I \ A8.8 BRICK BELOW. \ A3.5 \ A8.5 M'P P i Z A5 I b� ' 2 5K �' Z f5 2 i 2 4K -ML_ �� 17 MIN. - - A8.4 -(DE 1 --------------- -- -- -- ----------- ----- -- - ---- --- ------ ----------------- ------ ------ ------------- (� TYP--- -_=_--_- ' __= _---_____ _ -_--__-__ -- - -- ------ - -- ----------------- 3" --- ----------- - --- --- -- -------------- ----'--- \ A3.4 A8.4 1 1 ROOF DRAIN TYP SEE I/ j 1 A8.4 A8.4 A i.4 F 2 4)TYP 7 PARAPET \ J f - A8.4 NP THUR WALL, OVER FLOW A3.2 BELOW I - 7 TYP \ 1 2 7 i SCUPPER TYP. SEE 6 1 A3.3 A8,4 A8.4 A3.5 \ � A8.4 I Typ SIM \ - TYP R1 �TYPIGAL ROOF TYPE STWN GRIDS b AND XG 1 �rr 8. SEE INDICATED AREA FOR CONCRETE TOPPING, LOCATIONS. 9 2 CANOPY BELOW j i(� I A32 ra \ � I � 2 3 4 1,5 11� 1 C> Cod oC oC F C o0 CY-C - 2 OF„ PLAN A2.3 SCALE: 1/5 = 1-O Revisions Date Drawing Title 19 May,2003 R OOF PLAN SRG PARTNERSHIP INC ® c,�� C�f J�;eet.o New Tigard Library , ConsultantPro?tr o 44of Blvd. 125500 auazooa•oort 1 JON R. THLR NING " Drawing So I ARCHITECTURE PLANNING INTERIORS Construction Documents .-� Drawn by 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 • EGW PORTLAND, .� {f3 Checked by ' T:503.222.1917 F:503,294,0272 www•srgpsrtnership•com4 Tigard,Oregon �G� A13 ? OF 0� 1 Ylf . NOTICE: IF THE PRINT OR TYPE ON ANY �( I�r III III I�I III III I I III rel I�I I r I�r r�I r�T r(Y r�r I�r r�I r i I�I I�I I�I I r 1�1 I�I I�I I I I�I I�I I�I I I ISI I�I ISI I I III i(I I�I I I I�I I(I Ilr I�I III ISI I�I I I r I I I I I 1 I I j )065 - IMAGE IS NOT AS CLEAR AS THIS NOTICE, I� I 1.` -I--- �__ _L_ _1__ �__ I J I I -!L.--I•-- o I----�L I IT IS DUE TO THE QUALITY OF THE _ _ _ , ORIGINAL DOCUMENT s c sI,, tiIII-11-1 t,acc f c s c Tic o c s[ e x c tt s t e iiii i��i rii uulii�iiiliiu iii�liiii�iiiliiiTiiliiii iiiiliiii iii�iiiiliii�iiliiii iii�iiiil�i�ili�iiifl�liii��uilu�il�iili��l>lu�i�w, iuil�li i i a a a a a MTL. CONGEALED a . FASTENER PANELS 6 4 3 1 TYP. AT 2 TYP. AT 4 X .2 A3.3 LOW WINDOW A3.3 HIGH WINDOW A3.3 - McTAL COPING A3.3 A3.6 �-JOINTS Al' COPING TYP. � �.. ® MONITOR 0 MECH SCREEN 5TCREFRONT AT ROOF MONITOR TY F. j -- OVERFLOW SCUPPER _ �� SCUPPER -0`/ERFLOW SUFFER I O'JERFL� r A3.5 A3.5 ANGLED VIEW ANGLED ✓IEW is SUN SHADES --- -- - _..@x I) ___ _- _ - - -- ---F ------- - + - ANGLED VIEW BEYOND ELEVATION VIEW --- '- I --- - II MTL. CONGEALED s--•- ._ _ f �_, ... ..-.. ._ __ ____ -- -- _ _ - -_- - FASTENER PANELS - - ---- - -- - --- - -._ - _ '�' - = - --- - _ --- -- CUPP - I O. E B 5 - + M PIN I - TL GO G - F MA NRY - T P ^O _.-.� - -- - _ - T N 10C 15 I - - ___ - -- _ _ - =: - ---- _ - ---- -- - - -- 21 FMASONRY r - --- - - _ - - _ ---__- _ . __._.. _-.._ it -._ -___.- _ __._ , A. a ._.____... A,, -_ PFR __.-. - -_-----.._.. A --- - .O. 5GU E A. - 3 - - - 20 •-- - I .c: -:�- _ - � III � - - � .---- -=_- ill __ _- _-_ < - - _- - -�- I� - - _ o L-22 - I - _ t y! RETAINING WALL- GON RETE - a RF W U'PF -FIRE DEPARTMENT GURTAINWALL Wl.v^r'W MTL. PANEL NL CONCRETE SEE LANDSCAPE L. OVE LO 5G E j SUN SHADES KEY BOX SYSTEM (TYF.) ABOVE CURTAIN SUN SHAPES SUN SHADES H.M. DOOR AND SIDELIGHT. ANGLED VIl'YV E:.-E-:!•',TION VIEW WALL (TYP.) H.G. ACTUATOR J,,j DETAILS TYP. FOR ALL EXT, y 1 BOUTl I ELEVATION H.M. DCGR5. f I E D G B Al A ( B ) (G) l�EC�END r a PING � �-/ a MTL GO MTL.CONGEALED C7 55 TYPE I W/ FORh'ED 6 FASTENER PANELS � ALUMINUM BACKUP III A3.3 I MTL. COPING i LINE OF ROOF TOP OF MECH. SCREEN `( 0 MECH. SCREEN MONITOR BEYOND �SEE WALL SECTIONS I i - MTL. CONGEALED LINE OF ROOF 4 -- -- - -- - - - - FASTNE FANE_5 - .. ... TYPE 2 D GLA55 !1' __ - _ _.:_ .-.,_ --�P O EIEC OF RO F -- - F STIR DECK MONITOR INSULATE PECK EEYCND _ - - I. _ 31' C' I I D Li I. SIM. I - _- __- - - ANGLE? VIEW BEYOND __ ANG-LED VIEW BEYO D LIERARY BEYOND -� --Ii �!� • III 1- �-j I � F'111�11 III I' il I� �SUN SHADES I I I I II I' 1 I :_ i I I ( I I I INSULATED 6LA5S_.. I I. I I ,'I, II ,II: I III r.l II It .I I. - -- - - BEYOND I _-- - --8-q i - --- -- - -------- _..... - - _ - - - -- TYPE S I. •: I - ' - - - -'-- � --- �--ter' .-.� -_ --- -._ ._ .�ry - _ -�- -- a -s- -._ RICK VENEER F _ - , W/ WATER RR LLEN Fcc -•-- --- - 1 - - - 10A - -- ------ _ I I OF OF SECOND FLOOR lOC 15 GON'.RETE W/ WATER REPELENT 2" _ . -1 A_ 2 8.2 -- - - - - t A .2 .-1 - AB -- - - - • A8 A _ .- A8 2 - - _- - I _-. MTL CONGEALED -- \\\ E 1 --- - \ F - I I FASTENER PANEL I - - _ - - - E1 ISIM I TOP OFSL AS - - --- ---- - -- _ - - - - - _ � I - - -7' LOUVER CONCRETE vRADE \ G Y l`"t I I `1�.,/T a.� H.G. ACTUATOR I L 7 BEYOND H.M. DOOR AND GURTA!NWALL WINDOW - 51DELIG-HT I `SYSTEM TYP. I. `X INDICATES WINDOW/CURTAINWALL TYPE 3 EAST ELEVATION LIBRARY 2 WE5T ELEVATION - LIBRARY SEE R8.1 AND A8.6 A3.1 SGA._: 1/b' = 1' O" A3.t 2. ALL OPERABLE WINDOWS EXCEPT IN THE LOBBY ARE ALTERNATE #E S. ALL 5UN5HADE5 SHOWN ARE ALTERNATE #1 4. ALL BRICK COURSING TO START FROM DIM POINTS AT CONTROL JOINTS AS DEFINED IN DETAILS 5. SEE A3.6\ A3.6 FOR TYPICAL ER:GK FAT.ERNS 9 I. - � 8 � 6 t as Ca a a C� C� MTL. COPING 6 5 3 3 A3.3 OVERFLOW SGUFFER A3.3 A3.3 A3.2 0 MECH. SCREEN MEMBRANE ROOF 0 MONITOR MTL. CONGEALED -� /--STOREFRONT AT - FASTENER PANEL5 \ ROOF MONITCR TY'F. MTL. COPING I fi, _ a I x OVERFLOW SCUPPER --� - I MTL COPING A,5$IM. -MTL.COPING ANGLED VIEW BEYOND A32 a. - -- -- LINE OF ROOF PECK-- -__ ---_ - _ -------'-------------- -------- ----' L JOINTS, _:... - _ I: _ ._ GONTRO BEYOND 5 CURTAIN WALL UPPER L __ _ ------•--_., - --- -__ ___ ____---- - ____ --- TYP. SYSTEM, TYP - -. - -- __ A8.2 - __ a H -•• K - EXHAUST - _-- - - -- - . _..- A$ - -- - - t il - - a - - I - � - . -- - -- - -- h -_ _- _- A8.2 A8.2 - - - - _ _ -- - -- - ---- = -- - ._..-...____---_ I II r III I -- �3 v I _ - _.. _. ..__--_.•-__• ........ ... .. _ AW -71 - - G • a . • � .. , o.' • ' - AN6LED VIEW 4 ;� EX MU, STEPPED I CONCRETE CONCRETE VERTICAL JOINT CURTAIN WALL JOINTS IN GONG. FLAVA - 5EE LAND^GAPE PL:�NS b'-O" 4'-41i" ® 2-5TORY l SYSTEM (TYP) J A (TYP,) ANGLED VIEW _ AN6LED VIEW _ --� -- ---R 4 NORTH ELEVATION CURTAIN WALL (TYPJ EQ. v� EQ. A3.1 5GA_E 1/8' : 1'-0 Reaisiors Date Dtativittg;•itte 19 May 2003 BUILDING ELEVATIONS SRG PARTNERSHIP INC I �E� Akr Project NO �'� CJr 2216 l let[Blvd.13500 t . r eul=zeoa•ooz11 ;�j* New Tigard Library � CmeultentProlectVo 45ot 1Z5 JON R. SCHLEUNING G'- xxxx ARCHITECTURE PLANNING INTERIORS Construction Documents �'� Drawn by ura-N1n�Dio ' ' < 621 SW Morrison Street.Suite 200 Portland,nregon 97205 j ED �1 PORTLAND, OREGON �. Checked by T:503.222.1917 F.503.294.0272 www,srgparttiership.com Ti rtlrl Oregon � 6�� SMH A391 �' OF �\ _ :.,.. . .r.,.. w••»..,.••I,•,• .••-4+�:�nmY rF T'""sMM4''' f. `�'*r,�Hk+M"" ;::" rxry. Tw:e;. , ;-rya. :T+ ., "rte _ rn'zti-ti.:wii:F9:awJ'kbL,.«w.:4.kw2.:, w. .a-.'':p.rlv'M.o-r:,..,lleY1rIM�IIYN+erp'a+wncwal6fii..laak •.. f`14RA+ NOTICE IF THE PRINT OR TYPEOIJANY Ill- 111 111 1111111 III I I III 111 III I 1111 I�T'T� T rrl l�i I�I 't lll�l III 111 111 "I�I I�I III I tr�I�I ��I�I�I r l I�II1�1 I�I I I ��I I�I I�I t IIIjI 111 1111111111111 Ill 11111�jI r� IMAGE IS NOT AC CLEAR AS THIS NOTICE, I I a 1�a_a +L-_.-' a---_�a a 4 I I a I I 6 _ L_a_-.I-!L--__a�I_� I I I L_a I 11L -I 1"l -1l! '1 �. �' IT IS DUE TO THE QUALITY OF THE N=� ORIGINAL DOCUMENT �' S3 �� L6 L-�Si OL S - 6 �tr6 1 Q t 8�t Lt t Sit ►t STL 1ST ttI��i 1 11 9 i S L tonnN ' IIII IIII�IIII illl�llfl IIII�IIII III►�IIIII�III!Illll�lllllll�llll 1111Illulllllcll �llll�llil Illllllll Ilillllll Illlull llillilll Iilllllllllllllilll Illllllll IlWllll Illl�lil ullllul IJI IIIIINIII ► i t X.B A q A•� X.� X.L� �X.D �X.� F CD 1 ' ANGLED VIEW BEYOND I I 1 ' I ANGLED VIEW BEYOND ANGLED VIEW BEYOND I I ELE✓ATIN VIEW (LCEEY) MTL. FASCIA • I --- "" ,I - - �� - rill LINE OF ROO 4LINE F ROND A3.5 , EXTENDED MULL. GAP5 OF ROOF I" BRICK JOINTS DELINCK BEYOND jMTL. FA_G'.A (TYPJ LINE CF LCWE — I I -- LIBRARY BEYOND R,,—CF GEEK II a a TOP OF MA50NRY� -- - - — _ _07 77 — _ — 15 —__.. 1 --- I T P M NR L - _ -- *14 O - - - _ - _ - - -- — rV2 J — A8A A82 5 C BRICK JOINT CURTAIN WALL SYSTEM --'+ --- H.G. ACTUATOR I CURTAIN WALL I CURTAIN WALL SYSTEM (NP') I LINE OF 5E15MC JOINT BEYOND s SYSTEM (TYPJ ANGLED VIEW ExP0SEr, CMU, -III." 8'-3 ELEVATION VIEW ANGLED VIEli ANGLED VIEW STEPPED T @)EA57 ELE\/A71ON -GO�IMUN TY ROOM 1 YNE5T ELEVATION - COMMUNITY ROOM/ LOBBY5GA_c 1/5 = _0 A�.2 SCALE: 1/u = -0'' h1'' a I (X.l) 1 �-` 1 I , ♦ I 3 1 I J33 4 LINE OF 5�15MC JOINTA33 ' ' _._ A3.3 I 1 I 1 A3.4 ♦ 1 II __ - -- __ - _- _ - _ -_� - 1 I ..... .... :::.; :: 1 1 I �— 1 I ' ♦ I I 1 ® I 1 ' 1 1 7-7-71 - - _ - -- = — — ............. I I I 1 A8.2 A8.2 - --= 2= 3_- A8.2 A8 3 A8.3 I I ' - I i 1 BATTERY OPEP TED H.G. - - - - - - _ - ACT TAKEN.F ALITERNATE . ° ' 4:'A.. ;.° • • • I JIQ I (L--- `--J I y • 4I'l , • • ,•.• , , a.. d j I " 1 � I I CURTAIN WALL SYSTEM ♦. .}►� ROOF DRAIN CURTAIN LL t I PITCHER SPOUT SYSTEM (tYP.) I CANOPY - ALTERNATE �I CURTAIN WALL SYSTEM (rrPJ- 6 EAST ELEVATION - HOUGHTON ROOM 5 NORTH ELEVATION - HOUGHTON ROOM 4 NORTH ELEVATION - LOBBY 3 SECTION AT LIBRARY 5GALE: ,/E' = 1'-0" A3.2 5GA�.E: 1/5' c 1'-0' - A3.2 SCALE: 1/6" = 1-0 _ 3 •`� X.1 X.3 X.5 A3.4 1 GLA-5 TYPE I W/ FORMED A3•5 , , , <,LUMINUM BACKUP EXTENDED MULL.GAPS I I I I ANGLED VI W r. . I -r:•ill dal:•::•%:•:1•:•!:•f::•:1•A ffll:•::.�::::::::•:::•::.l rr:•:i•!'.'-?:~:-':►t:•. I I 3 ANGLED VIEW 4 A3.5 ME• HANIGAL 5GREEN r i}}:;:.�ii � �r N MU •::::,I::.�:::::.:::::.::•:::::::: .�:,::�:::;•:..::•�::•::::::.:�:::::::.;•::::::.::•::n:•:;•::�::� A3.5 I PAINTED G .... .. LATE GL,455 ,. ,u ` 1 �� ♦ B OND ? ` TYPE A3.5 .------- ♦ — — — — _ (TYPE a NSIJLATEV GLA55 1 - _ 12 —- — -------- --------- — — — - -_ _- ANNCDIEED ALUMINUM I A83 J i I� LETTERS, T"H X 5 j'2°W 1 i -SUSPENDE:P CEILING 1 7-----�♦ 1 I - - __ _ - �' _ X 3"D. SEE 5PE11. I 1 BRICK 'VENEER COMMUNITY I 1 I I I I W/ WATER REPELENT I MME�G ROOM TCS > F I � MEN i i � { i / CONCRETE N 1^IATER REFELENT RETAINING WALL - - � - - ---� J Ot _ _—_— � 1 - -1- 1 y SEE LANDSCAPE GURTA N WALL a ,J GANCPY 1 ��, �I SOFFIT BEYOND - I 1 _____ t SYSTEM (TYP.) ELENA ION VIEW BEYOND ANGLED VIEW I I I r I I I ' MTL. CONGEALED - - - BATTEF'Y OPERATED FASTENER PANELS H.G. ACTUATOR SECTION AT COMMUNITY ROOM - �OOKIl EA�5T MTL. CONGEALED - I I FASTENER PANEL SOUTH ELEVATION LOBBY (g) 5E-6710N „� GENE ” NO7E� . . I. � INDICATES WINDOW/GURTAINWALL TYPE. SEE A6.1 AND Ab.6 2. ALL OPERABLE WINDOWS EXCEPT IN THE LCEEY ARE ALTERNATE x6 I k>: 5. ALL SUNSHADES SHOWN ARE ALTERNATE 07 f ` i• 4. ALL BRICK GOUR5ING TO START FROM DIM } POINTS AT CONTROL JOINTS AS DEFINED IN DETAIL--- 5. ETAILS 5. SEE A3.E A3.6 FOR TYPICAL ERICK PATTERN:, Revisions Date Dewing Tile 19 May 2003 B;JILDNG ELEVA'nONS �`�D A� Project 2216 AND SEI""Ti_ONS SRG PARTNERSHIP INC • >;��I �, � I!,�f New Tigard LibraryNo JON R. SCHLEUNING Consultant Project xx Hall Blvd.11900 � � xxxx BUP2003-00211 ARCHITECTURE FLANNI IG INTERIORS Construction Documents �� — orewllby 40 o1 125 G � ED 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 ', �J3 PORTLAND, OREGON .� Checked by Tigard. Oregon �': �' T:503.222.1917 F: 503.294.0272 www.srgp2rtnershlp.com SMIH •�nra NOTICE IF THE PRINT OR TYPE ON ANY � lrrlllllll Illllll lull I IIIIIII 'IIII II�Illf lll11�T1 ri rlrllll Illil I I�IIIII IIIII 11lII1�1 IIIII�I�IIIIIII III�I IIIIIIIII IIIII ff�Illllll III I I Illllll Ill IhI�IIl IIII III�I•(L)�I� //^/ �({J(JMl5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, II _-�L_ II I L_`*�__.___I— �—I_ �__ I I I1—_ ?L-___._I___��_____.I--iii_ I--- �✓—'��- �� (/- O' trrl IT IS DUE TO THE DUALITY OF THE t F1111i G tm,n1ORIGINAL DOCUMENTBSetc Gt 9t Qt t st Et tt ' tt I 8 L 99 llllllllllllllll i�IIIIIII III► ►lllllllll ► IIIIi11►�Il,i I A) (. E ) E1 -O A8.4 jy----------- ..♦♦ ---- ..--.. /; Q To M ASCNR" / T.O FRAME ( T 1 T^ YA,- hR' ! T FRS ME I 1 ♦1 T.O. MASONRY /T.O. FRAME z I 47 W' f7p I1 l IL (Dc Q f 1 I Q ♦ 1 1' ♦ - �� 1♦ X t•- ----� oo ? A8.� \ J --- ------- - --- -- I ----- -- - - -- -- - -- -- ROOF A55EMeLY �- I -- R:CFING MEMBRANE ® RICH POINT, 7 TYP. I I I MTL. STUD 4 1'-0" O.G. A8.4 7 AB.3 W/ EXTERIOR 5HE.ATHING - -- ----+ NP. � - / TYP. AND R-Iq BATT INSULATION � ♦ / ��---"- • 2 I 1 I 1 SSSS.--- - - - - � ------__- - � • T.O DEGK 1. IT -- ---- - - -- --_ °--- ----do 2 TYP. `----, A8 1 �Eti ROOF PLAW - '. - - -- FLASHING _ 1 MTL. PANE_ } I - - - - - - - ° , _V — CONTINUOUS FORMED ALUM. FIRE - -" 1 ! EXPOGED STL STRUCTURE, _ _, -----•-- I } ELOGK FASTENED TO EDGE OF - 1 PAINTED TYP. -- "'�- FINISH TO MATCH GURTAINWALL MULLION. 1 � I A8_ SUN.,HADE ALTERNATE 7 v t y� NNI +, WHERE OCCURS (REFER TO EXTERICR ELE/J 1 --- --------- T.O. DE-1K .L 5TRUG. STL. r FC-, f= PLAN 'I" I FRAME, PAINT 'YP. F=' CONT,Y2" X 3" WCC✓ TF:IM, I I � c �`_ BRICK VENEER, AIR SPACE, ♦+--- �♦ / PAINT. I l ALUM. STORE FRONT EXPOSED STEEL COLUMN WATER PROOFING, GYP, BEYOND, PAINT TYP. SHEATHING, MTL. 51vD5 VV NON-FICTION YCU'NG ADUL1 + YOUNG A;,ULT (TYP.)I-T- 17 CONT. 2-�_" MTL. STDG FASCIA� , j BATT INSULATION,GYP. BD. -L7"` —HEAVY GAGE ANGLE 1 ✓y/ GYF. ED 3 SIDES, ALIGN ® FLOG. GO!_UMN TO I , I T.O. TRACK WIND i FACE OF FINISH W/TOP OF STL GIRT. TYP EA. EEAM. I i COLUMN. 5TL. 5 i UD KICKER FROM STRUC.:T DEGK TO WALL TOP r-• TRACK, DESIGN FOR WIND I j -HIC-H FT. OF ROOF / I LOAD. 1 TAPPER II —ALUM. CURTAIN WALL 11 6 5Y57EM A8.5 I PLAN. 0..SEE ROOF LI&Ht FIXTURES A8.5 A8 2 I'-�� T SIM - PLYWCCD, PAINT CONT. MTL ANGLE ® EiJD / � � STUDS. -- -• BRICK VENEER BEYOND T.O. FR�61NG I �— T.O. FRA�I 6 �� --- ---+/ Vie" Z RE'✓`EAL— J� 1 --�� CRIPPLE M e N - --- GRIP MULLION D WHERE EO. FOR SUPPORT, 1 1 1 — CONCRETE FLOOR SLAB OVER MTL. DEGK, 7 YIP. 1 1 CORNER BEAD -� I ~.--- I 1 - HVAC, GRILL FLUSH 1 +- 1 NN WITH FLOOR. SEE - \ I I\ MECH. DRAWINGS F ROOF LY OF A39L'MB 8.2 Y- LYWOCC, PAINT TYP. EA. SIDE ''� - - -+ \ 8I *p. ♦ � TY P.4" MTL. STUDS ® I'-4" O.G. 1 -- 1 T.O. SLAE \ i I SCREW ATTACH TO ND. DECK FPChI TOP _ T.O. A f 1 T E 1 T.O SLAB SIZE rJR DEGK ; -, o o ------- ---- +1-}'-2" ------- - H- + '-2 ----- +I->'-2 c I ------i======i====--- ==i 3 EDGE SUPPORT. TYP, ON EACH SIDE. 1 �— ___ E\TEND JO157 NAILER. 70 BACK - ♦ - -- - OF FRAME FASCIA. , ---- I • -•« - - - - 5 _ YVALL SECTION @ CLERESTORY - NORTH Y' ALL SECTION @ GLER ESTOfi�Y�50UTH A3 J 5GA.5: 3,'4 = 1-C = SGA... 3/4" = 1'-0' —� FUTURE AUTOMATED BOOK _ = RETRIEVAL SYSTEM. KEEP 1 �\ l DUCTWORK r - f11 AREA FREE FROM ALL 1 �!i BUILDING ELEMENTS FOR • - - ---+ C , I FUTURE INSTALLATION. / I 1 1 LC. ERICK CFENINC- ---- /--£ONT. STL ANGLE WELDED TO STL / TABS 41, ague XO'-4 WELDED TO _11 1 VERTICAL SUPPORTS. CONT. SHT MTL I 1 10' COPING ATTACH TO STL ANGLE TOP d - i � EOTTOM, TO FANEL TOP OF STEEL �- TO 5TL. 31'-3" ��' L yl l REFER TO I/A3.3 FOR TYP. r ,-- SUNSHACE - ALTERNATE #-T ,i-- CONT. 5X5X " 5TL. ANGLES BETWEEN til' �c , VERTICAL SUPPORT„ PROVIDE END WALL SECTION NOTES. / WHERE OCCURS (REFER 10 GAF W/SLOTTED HOLE FGR BOLTING li E.XTERICR BLE'✓J AT EA. END. (GALV) �' )1 TO VERTICAL 5TL. PLATT` TAS WELDED CHILDREN'S CIRCULATION CIRCULATION TO VERTICAL SUPPORT. FROVICED y," a4 1 1 �j1 1 DIA. THREADED STUD EA, SIDE TO REGIEVE HORIZ. SUPPORT .ANGLE. TYP (&ALV) `11 VERTICAL SHT MTL. PANELS ATTACHED TO PANEL LENGTH 16G-A. I r, _ STEEL COLUMN BEYOND, GALV. ANGLES TOO d BOTTOM. ( � � -�� FAINTED COLUMN iI ATTACH TO HORIZONTAL SUPPORT V`{/ I �� f i% r- THREADED STUDS ® 2'-O"OG MAX. IPROVIDE A MIN. OF 3 PANELS PER -'�' � FORMED ALUM. PANEL W/ FINISH -A-_ 1 _l TO MATCH GURTAINWALL;3" `— EXTRUCED POLYSTYRENE I' a VERTICAL GUPFORT, 4" DIA. PI►'E INSULATION EACKING. t SUPPORTS, WELLED TO STEEL li STRUCTURE. SFE A2'q FOR 5"AGING. CRIPPLE MULLION BEYOND � PROVIDE J STEEL TCP FLA-'E WHERE REQ. FOR SUPPORT. ! i WELDED GONTINIOUS d GRCJND � _41 SMOOTH,FOR WATER TIGHT { ASSEMBLY. (GALV) �) i I ROOF MEMERANE PIPE PENITRATION FOOT(REFER TO I&/A6.4) 8 J - f X / A8.2 A8.2 SIM -------- CONT. FOOTING DRAIN, +, TYR f f FIN CIVIL DRANINC^RIES - SEE . f , 1 1 1 I T.O. SLAB I TO, SLAB _ I T.O. SLAB---------- -- ---- I--, ----------__ --- - ---- .. 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J, _ -O GA - A33 rc ,a. ,, a � a Reds on; Date Drawing Title 19 May 2003 WALL SECTIONS SRG PARTNERSHIP INC �°�, ' � ° �'�� A.��♦ �,e2216 ,F z New Tigard LibraryNaa Blvd�� ,� � BUP2003.0021 t JON R- SGHLLUNING �� Consultant Project No 47 of 125 ARCHITECTURE PLANNING INTERIORS Construction Documents `�' �,� xxxx ' awn by Jrawir. \o 62" 5YU Morn-von Street,Suite 200 Portland,Oregr.n 91205 ' TR6 PURR.4ND, OREGON .� Checked by 1 igs.,rd,Oregon �a, � . 7:503.222.1917 F:503.294.U272 www.srgpartm;rship.comLN , 5MH OF 9 NOTICE' IF THE PRINT OR TYPE ON ANY II I f I I I III I I I 1I11! 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I GUTTER VERT, MULLION 5TOF5 AT 1 - --�- --_- i DOCK HEADER ® GRID X.S. :; _�__ - - - - ---• V 1 1 PROVIDE SUPPORT AS 1 REO V. �� 5 BOTTOM OF ERIGK .� - I ' PAINTED S,TRUGTURAL 1 i EXTRUDED ALUMINUM TUBE - FAINTED STRUCTURAL STEEL 1 TEFL GA IOFY FRAMING 1 \ I HEADER W,'GLAZING ADAPTER, CANOPY FRAMING (REFER TO 1 I HVAC DIFFUSER - SEE MECH. DWG-5. REFER TO 20/AB.I) CONGEALED CLOSER AND - m ELEG7Rk, AUT O DOOR ♦'" - --- - --•� YAI HFORNFINISH TO MATCH URTAINALUM. PANEL FASCIA AWALLND OFF'T ALUM • -�, OPERATOR WHERE INDICATED ON DOOR SCHEDULE 1 I T.O. ALUM 1 1 1 1 I 1 STEEL TUBE BRACKETED TO I 1 - 1 1 1 COLUMN AND ALUMINUM TUBE I I I STEEL PIPE DCWN5FOUT --� ♦ - ♦ I �- L 5 �=1 1 FAINTED TO MATCH -` - \ I I I I -LIVING DOOR TRACK A5_EMELY WITH 4, 1 MISC. STEEL SUFPORT FRAMED BETWEEN I -� _ _ GMU WAi..L EACH SIDE;NOTE 6\4 LLH j 1 / 5TRUGTURAL STEEL IN LOBBY I I 13 _ t 13 I I A8.2 I I CONTINUES INTO POCKET AND 15 A8.2 ANCHORED DIRECTLY TO CMU WALL - 1 SIM. _ r, SUSPENDED GYP. ED. CEILING _ LOBBY LOBBY 1 109 1 - G-YF. BD. BEYOND 1 1 BRICK VENEER BEYOND 1 ' I� - LOBBY WORK AREA I � VESTIBULE I w^- �- LCBEY � �.NM.. 1 1 S I 1 1 — CONT FCCTING DRAIN, TYF --- ' —- T.0 SL AE I _ - — T,C. SLAB ,- T.O. 5LA6 +C'-O' O., I ---�- ____..__- __-L -e]___-..•� J _ L L -� _ r --- 1-== '----__ -- ---- -- _� =L_J �L _ _ ` -- - ----- - -- --- ' I i — v J I 4 OXE3 I I CONT. MTL.COPIN6 ACCROS5 WALL t MTL \ 3 17 A$.5 MECHANICAL SCREEN. \—CURTAINWALL BEYOND t 7 i T.O. MASONRY ♦ ♦ --- - - - - , - I TO PANE_ -- - - - r ,% go --- 1--' _ _ - I I — ` STL PIPE CTIOOLUMN 5CREEN SUPPORT SEE I �\ \ TO. ROOF DECK I J' PLAN FOR LOCANS. (REFER TO &/A33 / VARIES FOR ADDITIONAL NOTES) ' _---� — -- SF!SMIG JOINT 7 / _ -- C,MU BE'fOND -EMENTITICUS 2O ___ WATERPROOF COATING, -------- - I A8.5 - -_� TYPICAL a IN510E OF 1 � � I ® SEISMIC ,IT. DE'fOND GMU EE"OND \ 3 / i MECHANICAL WELL, ^I i ='+ \ LOCATION OF SIDE MASONRY VENEER BEYOND W/SHT.MSL. WALL MECHANICAL DUCT WORK, CLOSURE. -CORD. 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SUPPORT - 5OUTH 1 EXIT DOOR ALGOVE - 50UTH A3.5 SCALE: 5/4"= 1'-0" A� 3/4 -G SCALE: 3/4" = l'-0 l - -- _ - -- --- -- ----"- -- ---------- 5 SCALE: 5 a.. 1' Date Drawing Title 19 May 21103 WALL SECTIONS S R G PARTNERSHIP INC ��, t T � ��ED A�`� Project Hail Blvd.13500 New Tigard Library 49oof 1205211 �� Consultant Pro ect No JON R. SCNLEUNING J xxxx ARCHITECTURE PLANNING INTERIORS =� Construction Documents � �.�" ►—a Drawing No 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 • J3 PORTLAND, OR�CON Tigard,Oregon T.503.2.2.191, F:503.294.0272 www.srgpartnership.com A305 OFi t 1a 1 NOTICE: !F THE PRINT OR TYPE ON ANY I III III III III III III I I I A III III I I (I I I I I fIT I I C I I I 1 I I I I III III III I(I III III III I I III III I I! III III III III I I I I l III III I I III III III IIII 1 I 1 I I 1 Jill ! IMAGE IS NOT AS CLEAR AS THIS NOTICE, �0�111 �� IT IS DUE TO THE OU, I ITY OF THE Oit1uINALDOC�IMENT 8 Z BZ GL 9E L ►G S , I �i7 OZ el 19l GI 9t 4t 6l f;t Zt tt l 8 9 G 8 4 r S Z t�l�„� �� IIII�IIII Illl�llll IIII�IIII IIIIIIIII IIII IIII IIIIIIIII IUl�llll IIIIIIIIIIIIII�IIII IIiiIIIII L'II1,!" - IIIIII�IIII IIII IIII IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIIIIIIII IIIIIIIII {Ill�llll IIIIIIIII IIII�IIII Illllllll l�lill llllllll u�iu uij(1 re 1.1 � p � ) l U 9 X.3 Y 1 �-�/ A8.4 - f A8.4 4 — ---___-— 7JI-1- A8 � TO. 1. LIP CONNECTION AT DECK 1 1 -- S 1 1 1 rt --- _I j DR. ,,gip OF DECK ""• _ 1 i VARIES TOP OF BRICK �.... ---------- :9 *2,4 'q t 9 A8.2 BUILDING COR-<IERLE �Iww 1 1 ♦ 1 ---- - -- l / eA8 100 CONTROL JOINT, TYF. _ TYP. 1 1 JI -' -� \�- BEAM PENETRATES BRICK l T'" PLAN C'IM t MTL. E=CUTCHEON - { 1 ♦� �� L - �\ WAI.L BEYOND PLATE-BEYOND, / � I I PAINT ESCUTCHEON PLATE 18\ 1 1 &85 BEYOND FLASHING 1 •� �� i` ,r �♦ TOP OF STL. i 1 O 15 MTL. PANEL 1 i j BRICK VENEER.EEYCND- I 1 1 I 1 i 1 r TOP OF BRICK 1 SUNSHADE - ALTERNATE p7 WHERE OCCUR`: (REFER TG ExTERIOR ELE^/J 1 1 REFERENCE REFERENCE j&LA55CLEAR FLOAT WORK ROOM WNORK ROOM - ExPOS= STEEL COLUMN 11 EEYCND, PAINT TYP. I CMU BEYOND r� STUDY FICTION A8.2 T ._._ .._5r-_- •. __=moi'^• - .. . .-. __ ._-. I h I r j ♦-.� e•Ic -,rte r. -:c'e .. -r: -a•.��c• _._..--;jp..� `.+ � � -"Ir' .«.-- �•r-- w yar- , .. �•a�-�a:.i,. .. . :�. A8.5 1 •� _ -- I DUCITNORK A68 2 ' SIM A 2 Its s ,L . .kr �1 HVAC GRILL FLUSH _� TfP. - -- i._ ___.- ...-l__ WITH FLOOR. SEE ♦' r. �/ __ ♦ 1 r MECH. DRAWINGS I 1 I l� T.O. 5 IF J + ----------- -- �- ------.___-_-_---� ——————————— ------ -. - -__ _ ---- -1 i —T— ,-`......!_. .. y es l�..a. x: � -•.�R. -Tr 1 ` ' _j._._ .- ' �� UGTWCRK __ I I ------ CONNECTION ATERAL - 5c_ ME.,H. DWCTS. - _ _ I = NL AND C ---- - _- - -- GRAVITY _ I — �as"t'.A. '..._ I� Imo- ` Jt- 1 1 _____ .!_.._�.__••_. _____."---- --- ' ' -_ NTEL CMU SEE I5TRUGT.01 12 DWCS. 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BEYOND BEYOND - r.G., —_— ND _IERARY ERIGK VEN E: YO LIBRARY CORRIDOR i 4 COFFEE ENTRY COFFEE ENTRY VESTIBULE LOBBY �� I 1. I A8.8 1 1 5 TYF. BRICK FA AERN vW. _.y BEYOND A 66 SCAB: 1/:' - -C I FLAN DIM SEE WINDOW SCHEDULE L 1 , u u =- __ CONT. FOOTING DRAIN, ......L _ .. ____ BLOCK OUT COFFEE SHOP _ AREA FOR FUTURE SLAB --- - - TYF. ..I _� ON GRADE. FIN. &RADE VARIES- SEE ARIES -- I I 8 8 SEE CIVIL DRAWINGS T.O. SLAB I T.O. SLAB +0'-01+ +O'-O"� I I I CONCRETE PLINTH -' I I I I I__' _I I =J====I=mo BEYOND,SEE 5TRUG-� I I } I ------ i I I I I I I I I j I L----------- ----------------j L------------------- -------- - - - ---- 4 - TH 3 LIBRARY ENTRANGE - EA 5T 2 OVERHANG AT COFFEE BAR-NORTH 1 COMM. ROOM NTRANCE - NORTH 6 TYF. BRIGh PATTERN ERN @ FUNGH�D ^INDO^ 5TAFF ENTRANCE 50U A3,6 ��: 1 A3.6 SCALE: 3/4"- 1'-0" A3.6 �:.P,.-= ��a -v a = A3.6 SCALE: 3/4' - - Revisions Date Drawing Tide 19 May 2003 WALL SECTIONS 5RG PARTNERSHIP INC t ; A . � I c��'�'ED ` C�,, I�rn;eet.o New Tigard Library ConealtaatProect'o HaIlQlvd 13500 QUP2003-00211 �7 25 ION R. SCHIEtININC n g XXX Construction Documents _ 5o D��w,ng No ARCHITECTURE PLANNING INTERIORS G�% ^ Drewn"Y I ED A 621 SYV Morison Street,Suite 200 Portland,Oregon 97208 H • �Mk NI1a PORTLAND, OREGON O Checked by jj "� Tigard,Oregon SMH 6 1 4 T:503.222.1917 F:503194.0272 www.srgpartnership.com n On (� r J 74 NOTICE IF THE PRINT OR TYPE ON ANY rl III III I I I j l l l III III I I III Iji III I I III III I(i tilt I I I III III I�I I I I III III III III III III I�I III III III ! 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FLOOR __ NAPKIN TOILET WATER ACCESSIBLE AGG�NABLE URINA_ DIAPER EN w 6RA5 BAR GRAB BAR WA1.LIN OON T ��TIA.G SOAP MIRROR >E�T COVER NAPKIN FAFFZ TOWEL GOAT HAND [ -- DISPOSAL DISPEN„cR G(WGJE CLOS c U(AU)L 1U STATION (G5 V (GB 1, ADA GG LIANT (DI=1 (SD) (SG)^ (NT`✓1 DISPOSAL (GH �A�vC 1—� --- N DISPENSER F-'v_cR D.SPENSER D15P EN5EI HOOK SHCNIER E-ENATION 5CI.TH ELE✓ATION EA E-E✓ATION (IND) (TTD)^ MP (S*4; (AWG) 1�L VA71ONS - TOILET 134 _ _ 11 ELEVATION, TYPICAL FIXTURE MOUNTING HEIGHTS A4 J SGA_ 1/ Recisions Date Drawing Title 19 May 2003 TOILET ROOMS FIRST FLOOR S R G PARTNERSHIP INC ��,�,v A�C�r FULL SHEET REVISION project `� 2216 ENLARGED PLANS New Tigard Library � � cam.tw.ftjeceYo & ELEVATIONS . � JON R. 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FOR TYPICAL LOCATION OF DOOR OFENIN6S, SEE DOOR AND I�11 FSc,AvcR-3Gr`°:.'�___ AND JAM6 DETAILS FOR SE- OUT C R= 1 JY CU�v- -� c FGR =R= Ems"' WALLS -^== DRAWING: AC.' 4 AO.2. b. FOR !XT1!NT CP FLOOR FIN!:r 15, 5EE THE ROOM FiNI6-'r+ 5CH!:4E ANi 5PE1,F CATION 5EGTION OgOOC. 'I. ALL FLOOR FINI5t=E5 EXTEND 'ilItI FIXTURES AND COUNTER:. _ r G. N_ - - -T✓__� r `` 6. ALL GOAT HGCKS TO BE MOUNTED A-5' TO 50"TOM OF !400< ' i - (C.0 ON SACS Ow DOOR,' IN ROCMS 122 15. 134, 140, 40. w i v I �_ -_ F.X''� �� FIX i rn -E- I' 2'E a:2 225, 226, 22" :.T-5 JNL!SS OTr+E"ISE NC—= P`7 ' I CL, a x n I I fry �_�FiXT � _�_�__ m -- V T� 4J _-—- 3A r to - ND ( 7 --� FIXT w ,-y WOMEN w •p mr0 �Pi75 I I � FiXT �_J �.�_ 5 O -'�1r D A4. I _ aA94 5A9.4 FA9.4P. b-O TYF. 2,� 2II_q' P. T( . vE�rIEu,LE �, `� - --� --J A4.1 I I -- -- A4 ' __ J p -- ETY P. L- J!LF He�,_ TILE HE:&+i P. t =� �—i (� W t 3A 6A inc Jc. TILE HEIGHT L O F3 (25-1 2C 3'-8" 10'-O' b-44" = 5D a_ o _� 9.3 ° lui 18 9 3 NORTH ELEVATION WEST ELEVATION SOUTH ELEVATION EAS-E-E`/A-'.CN 1 .FLOOR PLAN - LIBRARY TOILET5 - SECOND FLOOR 2 ELEVATION5 - INOMEN 22q A4.2 :T A_°: /� _ -G A4.2 51-A�E: •/4 = 1-C 1° 15 -- /�Ag 4 �' TYP. - A9.4 TYF. ! 17 r- ! -- TILE HE.Gn -� v'' - LE HEICriT GT - GR D 6 MILE crU 0 -- -- U I LLJ 6T 4I1 AU �`— NCR`- WEST ELEVATI.7N 50U7r F--=\/A70N EA-5, ELEVATION N^F-- ELEVATION WEST ELEVATION SOUTH ELEVATION EAST E:.NATiON 3 ELEVA7ION5 - MEN 225 ��.ELE.VAtTION5 - STAFF TOILET 226 i_ GT •• __ -'_o_ � i ILE HEiC�HT NGF ELE`/A" YVEST ELEVATION SG.�^ -c-=IA�'GN EAST ELEVATION R I ELEVATION5 - 57N=F TOILET 227 t I I Revisions Dare Draw'--:g T:::e 19 flay 200 E_17_oa TOILET ROONTS - SECOND FLOOR � FULL SET REVISION Project E\LARGED PLAN SRG PARTNERSHIP INC New Tigard Library Cons--ltmtNo & ELEVATIONS JCN R. SCHLEUNINGxx" Heil Blvd.13500 Draw"rF Nc C� ^ 4 ARCHITECTURE PLANNING INTERIORS Construction Documents ��C--3" mow: eur2003•00211 62' SW Morrison Street,Suite 200 Portland,Oregon 97205 \� '>� ChA$152ot t25 � POR'R".D, DREOD�F-- ecked by A462 ' T;E7: 503.222.1917 F 503.294,0272 tnwtw.srgpartnership.comLim Tigard,Oregon e � 0FO� NOTICE IF THE PRINT OR TYPE ON ANY ITIf III III IIIIII! 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P - I IfiT I I I jy T 7� •�- 1 it / _ MOVE NT INT GT- --- I I 10 In 1 t 1 s I I t-——————— —————--— I I ------- --_—_— � —i —J i MOVEMENT JOINT � `ri Pg.3 ox-ro I i a oa i' t FLOOR F IN I5H FLAN - OBBY - - A4.3 5GALE; 1/4"a 1'-0' — ----- -- — - Revisions Date Drawing Title 19 May 2003 ENLARGED FLOOR FINISHES PLAN VJ�� Protect No S R G PARTNERSHIP INC � New Tigard Libra �� JJ tlfr�� 2216 FIRST FLOOR Const hnt Project No Hall Blvd. 13500 "J JON R. SCH NINO • xxxx BUP200125 t r ARCHITECTURE PLANNING �JTERIORS Construction Documents 5zy Draw by t j G• 53 of 125 Dre wing Vu a. BV 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 f3 PORTLAND, OR Checked by A4 . 3 T:503.222.1917 F:563.294.0272 www.argpartnershlp.com Ilgard,OPCg011 I 0 'p P 4. 1 NOTICE: IF THE PRINT OR TYPE ON ANY rl III III Ill III III III I I III III III I I III III IIr r(1 I(t III III f I I(I III III III III I(I III I I III III III I I III III III I I III III I(I I I III I(I III III III III VIII I - IMAGE IS NOT AS CLEAR AS NOTICE, L� iL-----I__..'_.'1.._--- -----------o--�--- - _a_- .-- L�_---�-- -.__� - _.�� J��' IT IS DUE TO THE QUALITY OF THE No 3e ' . ORIGINAL DOCUMENT S L ec t�c 9�a �a �'ra s c to oa st eft t,��t �t Qllt ti�t st ct tt II� �t I e��e IIIIIIIII�IIII II!I�IIII�III�I!Illllll�illl Il lllllllllllll�lllllllll�llll Illl�llli IIII�IIII IIII�IIII IIII�IIII IIII�IIIIIIIIll lllllllil�lllllllll�lllllllll�lllllllll�lllll�ll�llll Illlilllllllllllll�lllllllllllllllllll 1111�1�11 d � ahlbb,, I KEYNOTES 4 SYMEOLS o 1O - - - r — — -- — — — — — _ -- - -- --- - -- __ --_ 4 W54_ I � -- --- , II I a CHILDREN' �_ 5 CPT-6 � 1 _ --- ---- -- ---- LJI 1fS GHILDRE:N'S I I I I ! I I I I I II • I .-T... 4 sh/54" - LI ---L- i I ( I PROGRAM7t - -- ---- Ay.3It - - VCT GP.-I I I I m I I I ► =, �_ GHILDRENIS G EN'S 1 I 4 5 I .-.. _ I - 1I M --�--�--{—I- - r— L II _ I I -7I`f~ CHILDREN'S 4A T — FAMILY TI ---- - PROGRAM AWG I I I s -I-I J I ORA�E i I 1 Y� 20 4 sh/54" _ - I i 0)ami K `t I m m m m -- -------- ---------- - - -- - -- - - — - -— _ - -- --- -- - . -- - - - - - - -- — — — — L-------------------i-------- ( 3A LEI 1 GH ILDREN'S PROGRAM ROOM FLOOR PATTERN 0 A4.4 5GALE: 1/4" = 1'-0" i ,✓- _ 10 (-A - --= -- q GFT 4 GPT-5. l I I I � _ I `—50RDEx CARPET 60RDER CARPET GFT-4 1 i HOUGHTCN II READ;SCG RO'�M I I I I �—BONDER CARPET t GPT-4 I. r f� - O O 1 .-�- ..... - - - - - - - - r � 4 HOUG��TON !BOOM GARPET PATTERN A4.4 5GALE: 1/4 : 1'-c Revisions Revisions Date DrawingTitle 19 May 2003 SRG PARTNERSHIP INC �'' - ' �,Ep Project No ENLARGED FLOOR FINISH PLANS New Tigard Library �� r�f 221 Hell Blvd 13500 8UP2001,25 t1 Cattsuttent Project No 54 of 128 JON R. SCHIEUNING n xxxx MR.CHITECTURE PLANNING INTE�•ORS C0:1Strl1ct10n Documents Drawn by `� "-3 Drawn by DmwingNo 621 SW Morrison Street,Suite 200 Portland,Oregon 97245 AED AEG, Checked by Ln PORTLAND, OREGON ,� Checked b T:503.222.191 F:503.7.91.0272 www.srgpartnership.rornwoo Tlgartl,OtegOtl �� y OF A4 . NOTICE. IF THE PRINT G.2 TYPE ON ANY III Iii III III I l i l 11111 Jill I�jI III III VIII I III III I Il II I I III III I S I III III III III III III III I I I I III III I I III I I I I I I I III i'l l I I (I I I I V I I I III I I I I I I I I I III III 11 IMAGE IS NOT AS CLEAR AS THIS NOTICE. L I - I -I 11 I `'I-_ 14 I I I J 6� � f I � � 1b1 I �_11I� ��c�it- ITIS DUE TO THE QUALITY OF THE _ _ No ae ORIGINAL- DOCUME"Ji o�fi 8IZ 9L LS 9TZ �Z fZ fiL Z tZ 6 8T 9T Lt 9T 9 t 6T ST ZT tT t t L 9 9 i �E IIIIIIIIII IIIIIIIII IIII Illllllil IIII IIIII!IIIIIIIIIiIIllllil Il illllllli IlllJlili�lilli ll lili lui illlllill Illillii iiiliill liulliii iililliii iiiililil liulilil lililllil Il;l�lll iiillll�lil;ll luu �ll.l:,��„lliit Ll�ulll l ,,l>;u�lill►Nil . I I O O O O O O 2 ,2 _ ..�• A3.6 — T ,/ ♦Y 1 1 I -1 h• i ' ' � I 06/02 I ESCUTCHEON PLATES �� 06/0' AT BEAM: 1 1 l0A 1 06/03 l i •♦1 I ! = 1 j 09/01 TTP 08 04 rYF, ti 0, I 1 1 1 I I I 1 Ao6.3 TYP. 09/ - o I Ci 1 I EOI VER.PY GPALIN6 0 04 6 �l _ 1 I ON PLAN A9.7 I; I A.. .. .1 2 p6 TYP. ,3 li A .10 J A9.3 1 "_. P.4 P' 4 I N A9 d P- !, ry I P 4 -B PLA4 LOCI 15 f /i 1 P- b w as j Y \ /. •\ /° A9. -- -_ - EOUAL17 OL'K _________ L Baa + 06/03 17 I6 A95 — 13 A9 9 3 A9.1 _ 5 .\ 1 Z od o3 "21L TT �`� T'-°y2' YE NDEL�YJR � SEE DOOR I s-B pg3 tT.U. MtlE4PPE7 COLUMN SALE BOOK CASEWORK G64 ON PARTIAL 16NT WALL SOCKDROP LASEACRK 09/01 �CIRCULATION CASEYGRC LIBRARY ENTRY #115/116 NORTH 2 IL3RA RIO?_i •OBEY #116/11'1 WE5T O O O O OS 02 LIBRARY DISPLAY CITY DISPLAY CASEWORK CASEWORK 10 01 O6 02 O6 02 T 0604 �---- :ELF LYELK 4 COUNT ER I 08/019'-4'09 01 CASEWORK T'-SNA' 8'-56' T'-9N4° O5 04 4'-10' ;7\ I I / y - ____ A9.,0 91 I A9.8 A9.d 9.7 e - -----( ------------ I TP-6- ilT 11 1 — I 500< TER 09 03 7YP. 4'-1° 9b' O8 g6 CASESTORK a9.. A9. 5 LIBRARY ENTRY #115/116 50U7H NOR LOBBY #11'i NORTH � 08 01 A OS 03 _ -- SEE PANS FOR 09/07 —.- - __—.. OS 02 OB OJ 11/02 •I 06/03 �SPACING BETWEEN DESKS � A9.6 A9.d F < \ 100 I 16 La OPEN TO 22 A9.10 BEYOND—ji _ I' ♦..��.. ...AAAA -----------17----------- AAAA. A9.7 V@S EAST A.7ll CIRCULATION CASEWORK 11/01 BOOKDROP CAEEAORK 18 n I LOBBY #11'1 EA5T NEW BOOK5/AV #141/142 Aa.9 ASd Ate. './< • � �'?•GA 2: '/4 . 1-0 LEGEND _ GENERAL NOTES 05/01 STEEL BEAM _ 06 02 gPITH CARPETED STEEL COLUMN OJRTAIN WALL 09 07 TREAD STAIR O6 02 ALUMINUM STOREFRONT 09 OB ACOUSTIC WALL PANEL AWP-1 I. REFER TO ROOM FINISH SCHEDULE IN SPECIFICATION 09000 FOR MA-ER,AL EELELTIOS AND FINISHES. O6 OJ STEE-BRACE FRAY- 03 04 MTC. LIGHTING AND Ofi 03 WOOD DOOR IN 09 09 ACOUSTIC WALL PANEI. APP-2 3. REFER TO DOOR 4 FRAME SCHEDULE IN SPECIFICATION 08000 FOR DOOR AND RECITE DETAILS. SIGNAGE ARMATURE ACOUSTIC METAL FRAME WALL PANEL ANF.O S. FINISH KEYNOTES AND REFERENCES ARE TYPICAL FOR THIS 6NE:"t UNC. 09 10 O6 OS ARMATURE -SEE A44, 08 04 10 01 O METAL WINDOWS TACK PANEL 4. ALL CASEWORK TO HAVE BACKING PLATES PER A9TO VERIFY HEIGHTS REFER TO ELEVATION6 1 O6 O7 WOOD HANDRAIL 09 07 GYPSIM 150ARD PAINTED 10 02 NOT USED DRANIINGS O6 02 HARDWOOD wD-I 09 02 NOT USE: 10 OJ MARKEREOARD S. RALE ROME LS OBE AINTEp P-T ON ALL EXPOSED SIDE6 O6 03 P-LAM SEE DETAILS 09 03 RUBBER BASE 11/01 LIBRARY SECURITY 6. ALL COAT HOOKS TC Be MOUNTED _ 5 TC BOTTOM OF HOOK, O6 O4 EXPOSED WOOD DECK 09 04 SUSPENDED ACOUSTIC SYSTEM NIG. (O.0 ON BACK OF DOCK) IN ROOMS 172 SA, 140, 14M, CEILN6 TILE (=Q LIBRARY SHELVING NIC. Ib,774,436, 776, 27T O6 O6 HARDWOOD WD-: 09 05 SUSPENDED 6•P, BD. CEILING 71 03 PROJECTOR SCREEN 08/01 Al A) AIMINM 09 06 L16PTING SHE-. 18 O7 LIGHT PIXTURE - - _ TACK PANE_ Do ReWiam OnwLet_ 6-14-05 19 May 2003 . INTERIOR ELEVATIO>5 FULL SHEET REVISION PWJK1N0 S R G PARTNERSHIP INCCool, New Tigard Library `S`�RFD �C�/� �f >6 H. IIIA 13M�sTFLooa (� } } T� � JON R SOUWNINO , , SUPH03-Ia211 ARCHITECTURE PLANNING INTERIORS Construction Documents Se of fes fY..a•-.u� DRwo b7 621 OW Moluson Stmi,SuNs 200 PoITIfind,Omgon 97206 LE- P991Lw9, oh�6 by C) T:003.222.1017 F:603.204.0272 Iww.Brgp&tlnwhIjI Tigard,Otegon OF 0�� SMH ✓ NOTICE: IF THE PRINT OR TYPE ON ANY qI l III I IyI III III V I I I III III 1 1 111 (]7 t tIl IIT I I T 1111 I h 111 1 I TII III I II I I II I'll I I I111 III V I I I III III I III I III I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE. IT IS DUE TO THE QUALITY CF rHE "`w *-JAR- / - ORIGINALDOCUMENI 0 16 11t ►1 86 It t6 t BI S 1 [ t 1II L 0 f � I ' uu Im6m uuluu mdml III16uI uulml uulwl Im6m ul�m mduu Iudml mdur uuVm uu uu uu6ul mhm uuluu Ilullm auluu mdm WWl QI IW p�nu uuluu ulluu INlluu unluu unIINI nIIIINI Illllxni 30X t I L. 09/01 f' G o8/oa 3 09/0. 2 09!04 10/01 06 '0305/02 09 03 I 11 02 �-FOR flil iTE 5E. A5. I I 701 F- 47 ` TO CcyG. P- 4 ' 2, K22 _ STP- 4- - r+ I 1 w 1 = w� • I wwwwwwwwwwwwwwwww, { I I I I I 0014 a 4-c =-c a_ -_ 4-^' I a'-o„ A,-- W-O" 14 EAST I-,O-- 94,, GA5c1VGRc 1 i i t LE'Y1ATION5 GHILDREN5 LIBRARY #143/144 $145 ELEVATION GHILDRENS LIS:ARV #145 SGA.._: 144 = ' i 1 ) 2 �� --------- -------------------------- 08,;04 .6 i 11_a�u t I 16 01 09/09 G _09/09 ) 08/0, Ib I"001 T 05/03 ---- I t�i 9T6 A9.3 A9- - - - - - - - - - - - - - - - - Tye - - - - - - - - - - - - - - 14 i /� ' �� - -i to 4 - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - -+-�` t, 08/03 CTS A9`7 ' A9.8 - - - - - - - - - - - nccl I r iv GTG GTG \ \ / / ans n ---- _4 -IL \.L %, --.& I __� 09i0� ) �'� 05/02 VE¢FY I L - 12 TVP. I 08/03 A9z3 I I I As.3 i t H N RAM ROOM #146 3 ELEVATIONS G ILDRE 5 PROD A5.2 SCAN: •/4 =1-G I �- 4--' I'-b c EOUAL A9,8 51M. i 4,-0, E 06/G3 I 2QUAL 2 EQUA. 8 EQUAL 06/03 �� I Z EQUAL 2 EQUAL 9.9 /A�F 49.3 A9.36 1t \ 7(:A Np A9.9A9.9 A9.9 1 \ A9.9 A9.10 Jr "I", � x .* I 14,111 i l its / r _- TG A9.9 in A9.9 i L A9.9 P" '1 ' i i ..................... . ri• ': t} I 1 4 IN fV 1 1 I- .... ... . ..... ............. ........ ......... ............................. .............. N N T / n ti- _ „ T 5 EQUAL 4'-0" 4' 5411 _ S'-G' NORTH 5'-IDYL" EAST „ n VERIFY � 5'-4%"' " VERIFY VERIFY b'-0' b' b'-0 8'-O" �, b'-b" � 2 E.�UAL �2'-O � 08 03 A9.9 4 ELEVATIONS STORAGE #14� 5 ELEVATION5 YOUTH SERVICE YVORK AREA #148 6 ELEVATIONS TECHNICAL 5ERVICE5- #150 A5.2 5GA_`: 1/4 =1-G A5.2 5GAN: 1/4 =1-0' A5.2 SCALE: 1/4 ::1-G' � 5 GENER, ! 'OTc5 �D 5 OaOCO FOR MATERFALISE�GTIOS AND FIIN SPECIFICATION b EQU 08/03 3' Q, 08/01 if N06/03 EG2 EQ• 05/03 17 RE=ER ,0 DOOR 4 FRAME SCHEDULE IN SPrGIFICATION 6 I`-,r- 6 Ao 8 I� 08000 FOR DOOR AND RELITE DETAILS. i I A9.9 E �^, 4- A9.9 qo 3 I 5. FINISH KEYNOTES AND REFERENCES ARE TYPICAL FOR THIS SHE°T UNO. I � 4. ALL CASEWORK TO HAVE BACKING PLATES PER A91.2. II b \ N \ / \ / I I I VER;FY HEIGHTS BY REFERII TO ALL CASEWORK I tt1 I b EL 5. BRACE FRAME WALLS TO BE PAINTED F-'1 ALL in I I �y GG 0_ I ON ALL EXFOSE:. SIDES. A9.9 A9.10 I --- ---I-- -- - - I b. ALL GOAT HOOKS TO BE MOUNTED AT S' TO BOTTOM OF HOOK, SIM (O.G ON BACK OF DOOR) IN ROOMS 122, 151, 134, 140, 1491, cv ALTERNATE 2 GASErVCRK - (2'-C" MIND (2'-O" MINJ 16 I Nor(.-- EGUA:. b EQarA,. - VE�c!FY TACK PANE_ 7 ELEVATION OF CIRCULATION YVORKRDOM - #11� - RE=ARS TO LOCKABLE GASEiVORK ' A5.2 SGA__: 1/4 _ "i LEGt A - - U( 5/U1 ) STEEL BEAM 09 02 NOT USED 5 A z 4'"0 08/04 08;04 = RUBBER BASE 06 0-3 5 EQUAL b' /s" b1-5" 05 02 5TE_L COLUMN 09/03 � 08/03 �` -� 08;03 SUSPENDED ACOUSTIC 05/03 STEEL BRACE FRAME 09/04 6 / 6 1 05/04 �� SUSPENDED b.P. BD. I 1 � MTL. LIGHTING AD 09 OS � v A 1 9 A9 9 A9.3 : 1, A9.3 1 51GNAGE ARI�fATUITE GEILIN& ��r ARYATUi - SEE A,.& 09/06 LIGHTING SHE: Nr' I ps o1 8 \ \ / ' I GTG \ / WOOD HANDRAIL 09 07 �.AD 5-ARTH GAR°:'ED �' (V A9.7 \ ♦ \\ 1 \� / HAP.DWOOD WD-I 09 08 AGOUS'iG WALL F,ANEL AAF- - \ / Z'-G 06 02 I 7 Q SiM - -- `r Q \ II G'G P-LAM 5EE:STAILS 09,/09 ACOUSTIC WALT. PANEL AWF-2 A9.9 N ----- - - r - li � I � 06/04 E;cFOSED WOO!7 DECK 09/10 AGOU'STiG WALL FRNEL .AWP-3 I ii -`T / \ �� \� �� \ O /� // 06/05 HARDWOOD III 10/01 TACK PANEL OI � I Q � / I / IN GURTA 10/02 NOT USED i/ \ / n _ 09 03 OB 02 ALUMINUM STOREFRONT 101'03 MARKEQBOARD Qy 2 EO 4 EQUAL 2 EQ ' 11/01 LIBRARY SECURITY 08/03 WGOD DOOR IN SYSTEM NIG. 10'-II' HOLLOW METAL FRAME 11/02 LISRAR" S++ELVING NI ^ ELEVATION OF CIRCULATION -#118 � ,, EL VATION OF HALLYNAY #120 10 ELEVATION5 5TAFF ROO #152 11 OFFICE #122 ,2 OFFIG #131 pe/G4 ;RE IT ES L WINDQWS ,,,03 FRc.JEGTOR SCREEN c _r A-.2 I C CA_E: /4 A6. SCA-° /4 = ' ^. 4F 2 S,A�: 1/4' _ 5GA_� /4 = �`J. pa/01 &YPSUM BOARD PAINTED 16/01 LIGHT FiXTURE Revisions Date Drawing Title b-IZ-o3 19 May 200_ INTERIOR ELEVATIONS FULL 5HEET Rr�I510N Project No FIRST FLOOR SRG PARTNERSHIP INC ��DC�r 2216 New Tigard Library Had Blvd.13500 Corecan:Proffer.�c BUP2003.00211 t ` . C'J JON R. SOHLEUNING 56 of 125 ARCHITECTURE PLANNING INTERIORS Construction Documents �' Drawi.g No Drawn by tk'. LEF 4, 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 LIM t f: PORTLAND, ORE Checked by A502 Ti ard. Ore or. ,T a oT:503,222.1917 1503.294.0272 www,irgportnership.com 9� On _MH _ OF NOTICE: IF THE PRINT OR TYPE ON ANY I X 11 I t i I 1 1 I I I I 1 III I I l 1 1 ill I I 1 1 I 1 i 1 1 lift I t j r t I t I 1 r 1 I I ;III I I I I IIMAGE IS NOT AS CLEAR AS THIS NOTICE I1II III14 II � IT IS DUE TO THE QUALITY OF THE _ _ _ ORIGINAL DOCUMENT f �- AL g6 No 36 T 9��''. 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A9.3 r_ E-G" TYPE 09/03 � d d E.EVATION5 OREGON H15TORY/ YOUNG ADULT/ REFERENCE- #201/204/205 >_E = � 8 05%0'0 STE=_ BEAM 09/02 NOT USED i 05/02 STEL COLUMN 09/03 RUBBER BASE { 05/03 STEEL BRACE FRAME 09/04 5U5P'=VDED ACOUSTIC - --__- --------------- CEI . ..----.. - i AND- _'NG TILE -_ ......_.c_-. I; 05/04 MTS. LItS-ITING IA 5i'S�=VDED GYP. BD. ARMA v s 5r_ , ...... .. ....... I I 0 Q 09/06 LIG-'IN6 S rI ----- --------------------- i I i i MECHANICAL bRILLE SEE OP/ \ VI 'AND pg/p7 MT_. R.SER vV;T- GAR�E'ED q ;I ............. I , I I I MEGH, HARDWOGD WD-! TR=AD STA R -- -__... I I 06/00 09/08 AGOUS--.G Wrt- PANEL AWF- j Cp ) P-LAM 5E= DETAILS � � i�`-,�� 09/09 AGOL'.,'IG HALL PANE_ AiwF- - 1 06/04 it i } I ; I I 09 10 AC-a'STIG WALL PANE- ANP- ' 00/04 E�OSED WOCD D_GK , e HARDWOOD WD-2 ' 06/03 I 05/03 II ` 1 ' I I; 06/05 t 0 0 t TACK PANEL 11/02 ' I 08/01 &LAZED ALUMW-JM 10/02 NOT USED t CURTAIN WALL r ------ _ O A_UMINUM 5 OR.-FRONT 'Q35�e,r _ , T o MARtC - - - - -- , ; I _ __. ._ __ -• C - � LIBRARY 08/02 10/03 '•� WOOD DOOR IN t1/ 5Y5T7=1y1 NIG. HOLLOW M:TAL FRAMs 11 X02 LIBRARY SH�- V/IN$ NIG. - - - - -- - _--- --- ------- I 7 / 08/04 4 RELITES OLXA METAL WINDCrv5 A9.10/ P" T —"- i \ 09/01 &YP" BOARD P^INTED 1 O1 LIG*+T FIXTURE 22 X15 \\ A9.7 - -___- \ m ( �� \ F_ op o— i GENERAL NOTES - _ - --_ _--- i GTG GTG r" ALTERNATE 2 S. FINISH KEYNOTES AND I :............ / -- -- - -- --__-- - - -_- �i GG \\ //� —� ' �.•:.. ....... REF ARE TYPIGAI. FOR ------ ----- ERENGES / / GTG GTG \ i GTG .. THIS SHE.T UNG. L R.FEFS TO LOGKAr�.4_ ___-._---_-__ -- / _ / - \ / �+ GASErVORK 4.ALL CASEWORK TO HAVE NO- RE= RTO ROOM FIN15H BACKING R l Itb" SCr�RULE IN 5FE-, A7 ION ALL C HEIGHTS BY RE?IONS- TO ALL GASENOR�C ELNATIONS 4 04,000 FOR Mf.tERIA� 5 1105 IIIIIft DRAWING=. AND FINIS'+ES. 2. F;L==; TG DOOR 4 FRAME -` FRAGE FRAME WALLS TO BE ELEVATION5 YOUNG ADULT- #202 ELEVATION5 GONFERENGE/NON FIGTION/TRAINING ROOM -#224/231/20q 05000 _ R DOOR R aXFAGF�P ON ALL ExP05ED - GA 3 ' SGA_ 1/�" _ "-G A5.3 SGA : 1/�"_ "-0' OEGOC FOR DOOR AND RSI E DF,AILS. b. ALL GOAT HOOKS (GR; TC 'c. MOUNTED AT 5' TO BOTTOM OF HOOK, ON CENTER IN ROOMS 122, 131, 154, 140, I4q 2!b, 222, 225, 2_ 22? 05/03 � -, 3 2� 06 02 1 0-- 3 i-t ALL HOUGHTON ROOM 06/04 CABINETS TO HAVE LOCKS 08/03 - „ 05!02 06/03 ON DOORS 16/01 /02 18'-IY" 11/03 EXPOSED BRACE 06/02 FRAMING BEYOND - - 0-40 \ 0 7 0 A998 -- - -- I I A9.8 I � A9.8 7 — -- LIMESTONE I l 77 A9.10 I -...- ---- PANE-5 3 .' 7. / \ - ---- -� --- HARDWOOD LZ/--------- \y rte' Q I rl 18 VENEER_ -- --- A9.9 -_ �' GG r-T& 10 GG I // WE5T / u LI&H-iNG TRANSFORMER 3 EQUAL II" A--0Y, N RTH I SCLT. I_�, ACCESS PANEL 5E= EL!: rc ^ SrRFc.^UND T" 3'-Ilya„ 7" GAS SHUT II'-bays' TO INC E B�'LT IN VERIFY VIIII OFF 5FaE_VING- . r NTE00 ELEVATION5 LARGE PRINT - #235 5 ELEVATIONS H G ITON REAI7IN OOM -#236 i 1711 '1 i 11/Q3 10/03 ( 10/03 G 08/p3 5 EQUAL — L'-�'i' 06/03 E0. b'-O" E0. 06/03 I I El F-\- --------/� -I � � I -Ej _ _ _ - - -- - - - .......... A9.9 I i Q I i I sw 'AT #200, I � I i I i - TW OGGURO ON 4 WHITE30ARD ` 7 ' MB-I 1 �� I '� SOLTH WALL MB-I CC-'URS ON E.AS"' A9.9 - - -.. _ I \ WALL - I -- ------------� - I I r I I - - - - - - — f EAS WEST G'--4 '5'-109/4„ ''Oy4” 5'-10a/4" I — l4-OY6" =�-�- ELEVATION5 GROUP I S ELEVATION5 TRAINING ROOM - #20q AJ3 5T'UI7Y-t #200206 207 A�3 y LE /TIONS R FERENGE IWpeK OOM - # 15 VERIFY ...A__ � i I i Vete Drawing Tide Revisions 19 May 2003 b-12-03 INTERIOR ELEVATIONS S R G PARTNERSHIP INC ��•�'D C /I FULL s�+e=T REVISION °'zi 6 SECOND FLOOR ' New Tigard Libra �5 �r� 13500 Cons iltint Project No Hall 2003.00211 BU P2003-00z 11 JON R SCHIEUNING � 1f70tx 5701 1z5 ARCHITECTURE PLANNING INTERIORS Construction Documents Drawnby Drawing�c 621 SW Morrison Street,Sults 200 Portland,Oregon 97205 PORTIAi;�. OREGON • LE R, Tigard,Oregon �� O Checked by T:603.222.1917 F:503.294.0272 www,argpartnership.com 5MH 5 ,. 3 r OF 0 NOTICE: IF THE PRINT OR TYPE ON ANY II' III III III III III III I I III III III I I III III rlrlflf 111 111 T I III III 0000000 III III III I I III III III r I III III III I I III III III I I III III III III III III III�I�jII J04L IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I11 'L lI �L awl IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ ORIGINAL DOCUMENT �s IA z B s L�a T.. >S a a is Q —e t ' e t L�. �t 4�t 000000 IIII�IIII IIII�IIIIIIIIIIIIIII I t11111111tII II Illl�llllaill�llll IIIL�IIII�IIII�IIIIIIIIIIIIIIIII'II;IIIIIIIIIIIIIIIIII�IIIILIIII�IIIIIIIII�IIIIIIIII IIII�IIII�IIII Ulllll�lll UII�IUI UI ll�llll�l IIiIIIIIII Illi I1 1 1 I X.F X.D A3.6 �X,G A3.4 x,G D X.F A3.a ! A3.4 a3.a A3.6 tA3.6 A3.6 A3.4 ' �rrrrrrrrrrr SIM ' ' 1 , rrrrrrrrrrrrr♦, I LINE OF BQ.IGK- ♦ r r r r r r r r r r r• ,r r r r r r r r r r r r♦ 1 I BEYOND j 1 , i SEISMIC JOINT------------- - I �-1---5E15MIG JOINT COVER I I 1 I -I ------- Z--------- ----1.----I SEISMIC JOINT 1 j I :.. . 't'R�Z: ; t I s � L I 1 111 ILI.- r2O STL. PIPE COLUMN __ 1 - a - - - - 1, i(SHOWNDASHED FOR - _ FICTIONWINO bIRT-SEE STR;)G. I I - r II I _, .... -.- r . ._.. � .r_r , II I I - WIRD GIR"al _° 1 r 'E� STRJG�t ;.� :: I 7 14 : - 1g s. ...�' z .-tm� .._: I l0A 19 c CONT. SHT MTL. TRIM , _- �- I IWIND GIRT - 5E. STRUG._ A8.2 7:..: _ �'� 8 2A8.2RETURN TO SEISMIC _- MEGH. GRILLI WIND 61RT A .TYP• - --- -I I1 1 T-- -- - - ------- -- E. 5 RUG CANOPY_, -t - -__ I1A «_ _ _.___�.__. . ..- ._,. :... I ALTERN TE I 1515 _ , _.r..r i I __ _ ,. _.1`-s` -:r. ::c` s , :a:. 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WRAPPED COLUMN L__� __ _J_'__J L__'__JI L___ ___J L__ v __ BATTERY OPERATED 'A8.5 I I I I 1 I V H.G. �GTUATOR ♦ r .r r r r r + ; ; ANGLED VIEW I ; I 1 LOBBY WEST ELEVATION -----r------' 2 LOBBY EAST ELEVATION '`-r r-r r-rrrrrrrrrr' 3 LOBBY NORTH ELEVATION A5.4 5CAi._: 1/4"_"'-0' A SCALE: 1/4"=1'-0" A5.4 VALE: 1/4"=1'-0" Xr6 x,5 X,3 A3.4 06/03 ' 08/01 ' , 05/03 09/01 1 --,_ . -- --- ---- ---- - T 1 / 06/03 1 I 01 \\\ I \ 13 A9.8 P- l I III WIND &IRT - ---- - -------- - ----------- --- ! - - --- m LEyEND _ - I 1 I -------- --------- - - ---------- � I SEISMIC .InINT SEE STRUG A ,,. ,III I 1 1 ELEVATION NEW BOOK5/AV #142 4 NON FICTION #23 I • SIM T ELEVATION FICTION #251 ' --� - -MEGH. 6RILL _ INSULATED GLASS 1 0` 5/01 ) STEEL B2AM TYPE 2 I j 1 j GYP. BD. A5.4 SGA_ 1/4"= 1'-0" A5 4 SCALE: 1/4"=1'-0" �� ..'.'.'..'. ''.'.''.'.. - ��Q G 05/02 STEEL COLUMN I I - 05/03 STEEL BRACE FRAME 05 04 MTL, LIGHTING AND I -___-....____._ 1 1 INSULATED GLASS 1 08/21 - SIGNAGE ARMATURE TYPE 5 - - - - -- T I 06/01 WOOD HANDRAIL 06/02 HARDWOOD VD-I -- 1 I 1 \ 06/03 P-LAM SEE DETAILS BRICK VENEER I I I O6/0 Exl JSED WOOD DECK .--� ; r 06/05 HARDWOOD WD-2 -` VE® ,I -- - _-� p�11 6LAZED ALUMINUM r CURTAIN WALL I I I 1 l 20 1 1 13 13 .__ 08/02 ALUMINUM STOREFRONT I , I A8.8 A9.10 14 - O \ I / 4L-- - - - - - - - - R R' AS.B A9.8 SIM SIM A9.8 08/03 WOOD DOOR IN _ _ 1 - HOLLOW METAL FRAME _ _ _ o _ -I ' i 08/04 HOLLOW Nr,:TAL WINDOWS r+ I I d RELITES fi J -71 T' - V----_- L-- -1---J BAT TERYOPERATED L--- --_J - -- 09/01 GYPSUM BOARD PAINTED ' J 09/02 NOT USED I U H.G. ACTUATOR ELEVATION GROUP 5TU7Y/YOUN6 ADULT #206/201/205 09/03 RUBBER BASE 4 LOBBY SOUTH ELEVATION 5.4 SCALE: 1/4' = T-0' 09/04 SUSPENDED ACOUSTIC A5.4 SCALE: 1/4" z 1'-O" 09/05 CEILING 'rILE SUSPENDED 6YP. BD. CEILINC- 09/06 LIGHTING SHELF � 3 2 �� 09/07 MTL. RIFER WITH CARPETED GENERAL NOTES TREAD STAIR 09/08 ACOUSTIC WALL PANEL AWP-1 ACOUSTIC WALL PANEL AWP-2 09/10 ACOUSTIC, WALL PANEL AWP-5 09000 FOR ROOM FINISH SELECT O5LAND FIINI5HEe_-.E IN k. 10/01 TACK PANEL 2. REFER TO DOOR 4 FRAME SCHEDULE IN SPECIFICATION Cf0/02 NOT USED 08000 FOR DOOR AND RELITE DETAILS. 10/03 MARKEFBOARD 5• FIN15H KEYNOTES AND REFERENCES ARE TYPICAL FOR THIS is 13 SHEETLNO. e98 , 9.8 LIBRARY SECURITY I SIM 11/01 SYSTEM NIG. _ IA1 P. - -- - -- - -- -- - - - 1 10 PROJEGTORESGREEN IG I 11 03 _ -------- -- --- ---- --- - --"- LIGHT FITTING t I 10 El.:�'YATION OFFICE/5TORA6E #222/ 21q/ 215 11 �\/ATION OREGON H15TORY #2101 _ A5.4 SC,Ar�. 1/d" = 1'-0' A5.4 5C, .L�: - - -- --- -- - -- -- Date DrawingTide Revisions 19 May Date S R C, PARTNERSHIP I N ��D INTERIOR ELEVATIONS AND SECTIONS Project 16 New Tigard Library �� C�f� =216 LOBBY Consultant Project No Hall Blvd.13500 JON R. SI�'I�EI1N{IC C� BUP2003.00211 ARCHITECTURE PLANNING INTERIORS Construction Documents ,�� n by 5e of 125 Drawing No !' Drawn by 621 SIN Morrison Street,Suite 200 Portland,Oregon 97205 TE POR1lAND, ORECON � y A5 *4 Tigard,Oregon �i O Checked bT:503.222.1917 F:503,294.02 2 www,argpsrtnership,com 1, 74 OP 1 NOTICE: IF THE PRINT OR TYPE ON ANY IIII Ilt III IIIIIIIIIII IIIA VIII III Ilill+hl 1111111 rIT t(1 tit Ilr 111 t 1 III 111 tl1 11I- IT III 111 11t I 1111 III III I 1111 Ili ilt 1�IIIII III 111IiIIhlltilllll 111 illllll III IIII1 I 1r nn IMAGE IS NOT AS CLEAR AS THIS NOTICE, L- I -I-I _I_� v --___L__.I. �_I_ I_�_ I I_6I . _� �L IS DUE TO THE QUALITY OF THE _ _ _ _ _ _ _ No,M ORIGINAL DOCUMENT r �S L 8�L LL 9� �L I S� L t[rL o��L �111111111 Li t �9t �1•F SttTaut+ IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIiIIIIIIIIIIIIIII!II IIUlillllll�l�llll IiIIIIIIII�IIIIII'IIIIIIIIIIII1111 I1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllllllllllllll lWl llIIIIIIIIIIIIIIIIIIIIILI� lllllillll IIIN11l 16 01 o9/oa TYP. 19 1 15 A9.4 a9.5 A9.4 &A94 I I j I 1 I 1 I —LIN � Al 9_10� A9.1 0 L SIM •• - -i=_- --,- j- - - - - - --- -- - - - -- - - - - — _ _- _-_- _ TYP.- _ GG -_ -- - -- -_ - - - 09 03 - TW- I --- - - -- - _ - E'' 08/01 1 COMMUNITY ROOM - ROOM #100 �� COMMUNITY ROOM - ROOM #100 A5.5 SGA__ '/4 11 C7 G / - I I I I , I I I - - - - - - - -- -- - - - - --s - - - - � - _- ' - I I _ I r7_� - - - ---'- -' - - - -- -'- - - +- -•r '• _- _ . Tvr I - - - - - - - - - - - - - - - - ' - GJ I - _ ---- -- _ L_ YvE:- 2 GOMMUNITY ROOM - ROOM #100 2 COMMUNITY ROOM - ROOM #100 SGA—=: 1/4 ' 10/03 '� $ } 06/03 - - - - - - 5 EOU - - LFJ� ri G—�N�rc,�L 1VOT`✓ - - - - - - - - - - - - _ - - - - - - - - - - /• I '1 = I, RE-rER TC ROOM FINISH SCHEDULE IN SPEUFIGATION / Q7�? i 05/01 STEE- BEAM O?000 FOR MATERIAL SELECTICS ANDa _ _ _ _ i 05/02 STEEL COLUMN3A9.9 * _ _ / R= =rc TC DDOR t FRAME SCHEDULE IN SPEGIFIGATION 1 \ / - - - - - - - 2 3 A9.9 OS 03 STEEL BRAGS FRA-Eas'`)/ cG�COO FCR DOOR AND REL!TE DETAILS. A9.9 A9.9 A9.9 MTL. LI6FiTIN6 ASID x 05/04 SiaNAISE- FIN15H KEYNOTES AND Rc=cRENGE5 AR. TYPICAL FOR THIS ARMA T UR=R SEE*A?.E r 06 01 4. ALL GAScWCRK TO HAVE BACKING PLATES PER .. / � WOOD HANDRAIL VERIFY HEIGHTS $Y R-"=G'cING TO ALL GASEWCR!� LL R_FRI6ERA OR NIG 1'-IOY C _ - --i ELEVATIOr a 4'•Q"/`� ERIF1* - �- ti O6/OZ HAR7WCCJ WL 5 EQUA_ EA-- 06/03 P LAM Sc= DETAILS SRAGE FRAMES TC 5E P,AIN'ED P ON A.. ExFGSE� ? EG_ DIS+'WASHER NIG ^CST^ d Stqc-AGES. - M `102 ELE�/�TIONS GONrERCNGE 224 O6/O� EXP05ED WCCD DECK ALL GOAT ^ 3 P�tNTRY ROO I A5.5 S.A = /� A5.° SGA_°: '/� _ O6/05� HARDWOC� AD-2 HOOKS .GR' TO $E HOU-1 NE''. AT 5 AT BCTTGM �" IS?,216,222,223,226, 22�CORi IN ROOMS 1�2. 131, 13d, 14C, 08 0 GLAZED ALUMINUM CURTAIN NAIL'- =8 ALL 08 02 ALUMINUM STORE'RCNT r-- - TACK WALL SURFACE 08 '03 WCCD DOOR IN HOLLOW METAL FRAME HCLLOW METAL NIINDOWr ACOUSTIC WALL F'A'w=- 08/04 A,.TERNATE 14 a R`LITES 09/01 6YP5U'M BOARD PAINT°D 09/02NOT UE�� 09/03 Fw'Bc=¢ =A_= I I 09/04 SiUSFENiED ACOUSTIC GEILIN6 TILE 09 05 SUSPENDS. GYP. W. GEILIN6 09 06 LIGHTING 5HELz 00 071 �LqD STAIR ITH CARPETED 09/08 ACCUS-IG WALL PANEL AWP-i 09/09 AGOUST- WALL PANEL AWP-2 09/10 AGOU `G WALL PANEL AWP- �, YOUNG_ Ar%L-T #202 10/01 TACK PANE_ NOT U5ED X10/03 MARKERBCARD i t 01 LIBRARY SECUR;TY 4Y4TFM NIr -- - - --- ---- -- Data Draw�.g T�.t�r I Revisions 19 May 2003 I\TERIOR ELEVATIO\S Project No S R i, PARTNERSHIP r N C � ��,FtD 22,6 co�I�L�IT��Roovt '� New T1 and Library .rte 0 FULL SHEET RZVISION tt Consultsst?:o;ect�o Hall 91vd.13500 JON R. SCHLEUNIN1. `'' xxxx BUP2003-00211 ARCHITECTURE PLANNING INTERIORS Construction Documents _ - 5901 ,25 n- h 62'! SIN Morrison Street.Suite 20C Portland,Oregon 9720E , �3 PORTLAND. OREGOR-t --� LEF A5 . 5 Tigard.Oregon �C�. Checky�µ T: 503.222.1917 F: 503.294.0272 www srgpartnershiP rom WLM OF 0� NOTICE: IF THE PRINT OR TYPE ON ANY In I I I III III III III I I I I III III III I I I I I I I I III IIII!I I III III I�I I I I I III III IhI I I I III III I I I I I I I'�I I I I I I I I I I III III I I I I I (I III I I III III III I II IMAGE IS NOT AS CLEAR AS THIS NOTICE_, 4L I I I � I I I_='1- 18l I l I I I 1� IT IS DUE TO TF' QUALITY OF THE (( II l I No 9e fD'IfMWT7 ;L�,,.�.:..r ORIGINAL DOCUMENT s ea 11�1111-411 r I z IIILIIII IIII II111111IIIIII11III�� IIII IIII IIIIIII IIIIIF11911IIIII� III Y GEILIN6 LEGEND GENERAL NO E5 - - ------•---- MOTORIZED ROLLER SHADE I. CEILING HEIGHTS SHOWN ARE TO FACE OF 6. NOT ALL ArCE55 PANELS MAY BE 5HOWN, COORDINATE FRAMINGT-BAR Ur 0. CHECK ALL WINDOW HL:AD DETAILS WITH MECHANICAL /ELECTRICAL REQUIREMENTS AND PAINT ABOVE CEILING. PAINT ALL BUILDING FOR COORDINATiON OF HEIGHT5 PRICR TO 5E7TING OUT. PROVIDE A5 REOVRED. ELEMFNTS EXCEPT WALLS ABOVE CEILING AFTER 2. PLAN DIMENSIONS ARE TO 4• FIXTURES ANC FACE OF INSTALLATION COLOR (P-10). PAINT ON WALLS FINI5HE5 UNO EXTENDS TO STRUCTURE COLOR DENOTED ON L — — — — — ELEVATIONS 5. WHERE GUT ACOUSTIC PANEL OCCURS AT CEILING EDGE, SEE DRAWING5 5/A11.4 t 6/A44.4. E cTI;R!OR r_-YF. ED. 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INTERIORS Construction Documents ?� ��by Boot 125 Drawing No ' TRG 1 621 SW Morrison Streit,Sr'Ite 200 Portland,Oregon 97205 A6; 1POR 1LAND, ttE1N .� C1lccked by 111 Tigard,Oregon T 503.222.1917 F:503.294.0272 www.srgpartnership.com v TGE � • ?� OF NOTICE IF THE PRIN- OR TYPE ON ANY 111 1�1 i II I I I III III I i I�I I�I III I t I I I111"1 r�r 111 III III I I� I I I I I 111 IjI III 11 111 1111 11 I I V III 111 III 1 1111 1111 I III 1 I ;I I III 1 1 1 11 1 I J I III I I I I I IMAGE IS NOT AS CLEAR AS TH!S NOTICE, I I ij I I I I ( L-� ' 14 I I I L--.__I�L_ I_ I I � I �L .I_ I�L-- I� I -- 11L- -I 2 ��1 L2 IT IS DUE-0 THE DUALITY OF THE _ No 36 fir " ""'"« '"`• ••°`�"• � 4 ORIGINAL DOCI_!MFNT g 6 S iL S I. 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ALL tLE..TRIG,'sL POWER d CONTROL WIRING 4 o a m _ L - - J ROUTW ABOVE THE WOOD DECK GONCELED FROM VIEW. u 3 WHERL GUT ACOUSTIC PANEL OCCURS AT CEILING EDS-E SEE — —SE-E DRAWINGS 5/Aq.4 d 6/Aq.4. 4 _ - I / CING OF TYICAL ACOUSTIC EXTER,OR GYP. BD. SOFFIT 4 AND TYFOR PAL G P5UUT AND M*BOARD GEILIN65, SEE DRAW NIDE f4 2/A41.4 UNO e 5. FOR LOCATION: OF EXIT LIGHTS, SEE ELESTR!CA.L - - —_ DRAWINGS. ACOUSTIC PANEL stir ! I LIGHT FIXTURE4 —_ - -- a ON TOP OF SHELF — - —__— - — y ABOVZ CEILING -- _-- _ - --- - --- - _ - GYPSOM BOARD CEILING �.'� 3 WITHIN RCCF� - ' MONITOR SE_ — - _ - - 5.;A5.3 I - - - - Fes_ • I - -- _ _ - A. - kwl_ E ti-05ED Td G DECK TO BE FINI5HED �1I - -- --- --- -- ---- - - - L - - - - - - - - - - - -- _ -- - - - - - - - - - - - - - - - - � i METAI. PANEL � I I FINISHED CEILING HEIGHT AEOVE � - FINISHED FLOCK R Lr-CTED GEILINS PLAN ROOF MONITOR t, - -1 - E,g, EXPOSED TO STRUCTURE - NO CEILINGSGA�E 1/6 = 1-G MECHANICAL DIFFUSER !N CEILING CY1 0 GE!LING SPOK 1 j - , - -- --- FJJ1L T-- LIG Ali PROVIDE M150. MTL SUPPORT -- n.V I I, -� - - - •'b1 • O1 •'lel •'G1 �'-O' i i F1 I^_ ( ABOVE GYP BD SOFFIT ANCHORED G N4�R NG I 1 TO CMU WALL EA SIDE FC Z I, \ SUPPORT OF MOTORIZED SHADE / ,� - �.�{ - - I 11 _ - •' l l • G I •' II j -- I •ipl • GI I lI 1 - ASSEMBLY 1 , / - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - _ 5 A9.4 I N. ' II r 1 q.-O I t A9.J -q yl .IAN ' NON-FICTION - - `Q - 1 ES _ PERIODI A-: �, x.11 em G R. D R "�� I ' C 1 �,l \' i � - _ _ - -- i - I --•=.rl i GORRfDOR - 1 q- i , A9.5 t �• I _ _ � �. I T RA - t3 I II ELE/. I " A9,.4 ELE - - - - I - - - ' p IVF ! 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SCHLBINING � BUP2003.00211 I ARCHITEC i U.;E PLANNING INTERIORS Construction Documents /i.-] xxxx B1 of 125 Drawin�No Drawn by 621 SW Morrison Street,Suite 200 Portland,Oregon 972..05 N TRG PORiLANU, 0 'CN_ �.� Checked by 7:503.222.1P17 F: 503.294.0272 www.srgpartnership.com Tigard,Oregon IV TGE A602 �T�, OF NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I I I I I I I I IIIIIII VIII I'I j l l l l I I I I I l l l l l l I l l l l l l I l I l l l l'l l I f I�I I I I I I I I 11 Jill I I I I�I V I I II,I!IIIIIII!1 41�1 IIIII VII I I I I l l III III IIIIII III III1111111III I IIMAGE IS NOT AS CLEAR.AS THIS NOTICE, 11 4 _ I �J IT IS DUE: TO THE QUALITY OF THE _ _ N.34 ORIGINAL DOCUMENT Fii �; t6 86 LG 86 L ,,6 S a iG "111111 t 8t Lt t t ft ST i it t 8 � 1,.iJ11119111111111111,1111 S6 II1IIIIII1II 119111111 I�l I ,Ili�� 111111 I>u I11IlII uI111ll�lllll Ilull1 1111 lul111111 lullull ullhlu IluluII�u�uu uul�u ul�lllu ulu�ii1JI cilli �j I I i I Q A7 I CORRIDOR I r un� -----..----------- -- _ j - -- ------ ----- 6�/" &-6"GLR H015TWAY --- f , ELEVATOR WIVE FACE OF WALL _ _ _ / RAILS T.5 SUPPORT -- ALIGNS WITH GRID LINE - COLUMNS, PER __ ELE`/.ATOR MFG REQUIREMENTS. j - --- --- ------ i 7A 7R GYP. 6D. 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BEAM AND SLAB LlI m 5 ELEVATION - VOLUNTEER CHECK-IN 6 5ECTION DETAIL, 5TRUC ANGLE,SEE --- -- ry A7.1 SCALE: 1/4" = 1'-0" A7.1 SCALE: 5/8"= 1'-0" T5 RAIL 5UPP SEE STRUCT. - BOILER ROOM I __ _—-L-- — — -I -----tI ---- - N 4" 1 5UPPOR CEILING ABOVE 3s/a" BOILER ROOM, I I —, BELOW 5TAIR d 1 Q LANDING !j 5ECTION DETAIL 5LA$ C?ENING @ ELEV. 2 STAIR SUPPORT - STAIR LZ I SUPPC LOCA' - - T FLOOR f 2 ELEVATOR � 5TAIR ENLARGED PLAN FIRS LO ' A7.1 5GALE: 1/4 =1'-O' i sJ I gf 5. 1 I C ,k. i` f i( i -_ _. --- --_-- -— ------ Date DrawinTale Recisions 19 May 2003 9 ptoject NO p ELEVATOR& STAIR S R G PARTNERSHIP INC ® 5��'D A�C'�r 2216 -ENLARGED PLANS New Tigard Library Conm;tantProjemNo & SECTIONS 4 JON R. SCHL LINING n xxxx Hall Blvd.13500 '. ARCHITECTURE PLANNING INTERIORS Construction Documents '� _ ►� Drawn by 82ooP200'-Z0�211 Drawing No 621 SW Morrison Street,Suite 200 Portland,Oregon 97405 r• PIIIAND, ORCGOFI TRG Tigard Oregon � � Checked by g o AT l c TGE T:503.222.1917 F. 503.294.0272 www.srgpartnership.comL ry \� 1� OF vA .o .,yLt'i}rl:wa�Al Frf�aRn"ww.nm.r.x:o,aa-...vireursndti":.Ftera,atnwr-�e'�+..rr,n:,..n.nu iurrrs5frwfnkl!iw:•. .. .: . ." .' ....-' "."_.. •... '••.,...: NOTICE IF THE PRINTOR TYPE ON ANY f f�rtllt til I IIIjI IjI Ijl I I Ijl Ijl I�I I T III Ijl II'I T(TII1 IjI Ijl 1 1 I�I I�I I�I tII I�I I�I I�I I VIII Ilt III III III Ijl III I I I�I I�I 111 Ijl Ijl i�l IIIIIII III III III I f IMAGE IS NOT AS CLEAR AS THIS NOTICE, L -I I IL I-I I I I 14 I I�-I-I"�-I_I_ I ! 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I -T I �_-- . -_- - I---L-. t------------- I I ELEVATOR SUMP BEYONr -_1 I 5EGTION - T,6IR 1 AND ELEVATOR 3 SECTION - 5TAIR 1 1$ ELEVATOR_ a7.2 SCALE: ,/4'_ ,' " - ---- ELEVATOR STA R - ENLARGED PLAN - SECOND FLOOR L 1 SGAL�: 1/4 = 1-C" � AT.2 SGA__: 1/4" DASHED LINE — 6'v \� ) r INDICATES EDGE OF / S'-AB ABOVE '" '��b" N 6 x 6 T.S. COLUMN, O w SEE 5TRJrT, w -- \ 1 .1.� (203 `�/ a o MTL STUD FRAMING STAIR STRINGER I GYP. BD. W/IN WALL CAVITY I V MTL SITU STAIR TREAD I N BRACE 5iJPFORT OFF I EOS ANGLE 5TRIN6ER -I- - STL. BRACING- (� B ANGLE. SEE -�.� _ —- '----- --I-- - - w G.S D G G -------�—-------�-— - --- --- --- - - --- -- — STRUGT. ' -------- ---- ---- - r__ I i 9 DECKING a9 ICI r-,,¢= - ----------------- --- E05 } PLATE d -- - ' ` TEMFGRARY' H015T I BEAM, 5EE i BEAM AS REO'D FOR I ILL o ILI ELEVATOR RML ' _____________J STRJGT. ELEV. INSTALLATION. I SUFFORT 5TRUGTUR�, � I GOORD, ATTACHMENT t MTL STUD S - ---- - I I I FOR RAIL W/ STAIR TREAD d _--SSSS-- _ - ---- ----- 6RAGING -- --- -- ------ --- ----- - - _-_-.a RISER _---- -_-�---_----------- --- _- — I MFG HARDWOOD BASE - --- ----- - -- - - Li - I HORIZONTALT.S. I I FOS GYF. BD. -_-U I -- FRAMING,SEE STAIR STRINGER PLAN DETAIL 5TAIR STRUGT. I SUPP:RT .;OLUMNS _- 8 TREAD 6 5TRINGER @ GOLU1 IN I AS REVD (TVP, Ln AT.2 SCALE: 1 '/s = 1'-0" FOS _ 6 SLAB EDGE AT 5TAIR t�PEN I N G HARDWOOD BASE TO I ---------•---------- -, ct)O G.3 T � ------ _--�'---- m TS COL. 5(:,A-E 1 1/2 _ C STAIR I i I w I , u STL. STAIR STRINGER. i w k.-- ( 3AB / IN WALL CAVITY -- i -- - - I i Lp e>Ev iri I . o • , i � , iii iii - _ �A�) MTL 5TUD FRAMING I FROM in I• i, EGOND FLOOR ---- --- -------- I - ---- Y - I TREAD I i I - __ �� -------- - --- i I iD1F 11 3A 6A —� NOSING � �1, �- � II ---�� I ------ T LD - C� — , L;I —�—— — m I I w J - —I - 41-- -- - -- � T5 COL. GYP. 6D, �r " i ' i i '-•� G� ._._ -__ A�.2 EGS - - - FOS STL. STAIR STRINGER -- i I � PER PLAN \ I I i I i A72 I `r� i I -�1,---� 1 8 TYF. HARDWOOD BASE ! - I -- A7.2 BETWEEN GYP. AND I O i i i ------- - I L L.A_NDING_ 7 I I STAIR TREAD PAN .i I i i i — l � _ ---- - -- - AT.2 i 3 ' 5TL, STAIR TREAD / `'-—""°- I I ® I SIM. STAIR AT.2 in PAN FILLED W/ �' I 3A I _ GONG., 5TL. LANDING to ; ; u FOS ' ® SIM. _ - -U)Ce -_ v STL TREAD SUPPORT , — - ANGLE / " T'fF - DEFLECTION HEAD - -V- ; j __ _LANDING I i ' W m :Q BELOW STAIR ^� I I CONT. WOOD- Q � 5 RING-ER PLAN DETAIL - 5TAIR - -- - ° I I °r� HANDRAIL EA. _ _ - DETAIL - 5TAIR TREAD STRINGER 9 TREAD STRINGER @COLUMN W __ FIDE -- -- - - _ W - II � N �-�- c� --0' AT.2 5GALE: 1 1/: = 1'-C" i i I r FIRST FLOOR R _ 1 GA-_. 1 1/2' - �- i+ �^ I i ' I I • ' 6 TRE4D5 � I I r L BD. FLYWOOD BACKING 0 _ TO HANDRAIL - J. -;„ ; ' I _ + '-O' A F - i )a STL WALL I I I BRACKET, PAINT —_ — FINISH TO MATCH STRUCT I I FACSTENERS FLUSH W/ q-- - FC WALL BR?Gi:CT _ ^� SECTION - STAIR 1 ELEVATOR -- z ELEVATOR 6 5TAIR - ENLARGED PLAN - FIRST FLOOR ,h -- Ai. SCALE: 1/4' = 1'-C" - -- --- AT.2 SCALE: 1/4' = 1-O — — 5TL HANDRAIL SUPPORT, ~- FLUSH P417H HARDWOOD RAIL, WELD TO WALL BRACKET -- -- - --- HARDWOOD HAND RAIL HANDRAIL DETAILS AT.2 SGA.-E: 5" = 1'-0' Revisions Date Drawing Title 19 May 2003 ELEVATOR & STAIR S1 SRG PARTNERSHIP INC Project No New Tigard. Library �``�' E A�Cr 2216 - ENLARGED PLANS �? JON R. SCHLFUNING �' SECTIONS ry T ~' � Consal4atProjenNo & SE�TIG ARCHITECTURE PLANNING INTERIORS Construction Documents CH „ xxxx Hall Blvd.13500 Drawing"o Drawn by SUP2003-00211 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 PORTLAN TR(S 63 or 125 Ti aid,Ore on cChecked by T:501222.1917 F:503.294.0272 www.srgpartnership.com � � � V� TGE A792 OF NOTICE. IF THE PRINT OR TYPE ON ANY III III III III III III III I I III III III I I III III 111 III 11 I III III I I III III 1111111 III III III I I III 11 III 111 111 111 111 I I III III I l I 1 1 111 11 1111 1 1 111 111 III I I' IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 4 I �? I � `-I � I � I �J Ja4' I IT IS DUE TO THE QUALITY OF THE _ NO e•tim-�- ORIGINAL DOCUMENT fi Z B�G G�L 9 Z 4L S L ><lt L 81 H(Y�Z 9T 9t 6T 8t LZ ti I ( T 8 18 I �9 1111�11�111�11J1lIlII�IIII�IIIIIIIII�IIU Ill IIIIII�IIIIIIIII IIIIII�I lllt�lll�lilllllll�lll�l!! IIII�111'i111111111�II1i11111�iIIlIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII II11�1111 Illllllll IIIIIIII111111IIUIIII�IIIIll 1111u11111I111 ! 1ll111111N111 I PLAN DIM � - FLAN DIM - -- _ PLAN DIM L'-5g�" Iq'-f ° 5,_•bl:." Iq'-! " 10' 10-52" - ------ --- ---- - --- EO. q'-1" EQ. EQ. EO EQ. q'-I" EO. EO EQ. EQ. q'-I" EO. EQ. EO. EQ. EO EQ. EO. g _ E0 - EQ.- -- --- -- 5 ��. - - ---- ------'----- ----- ---�.- .- _ -........ - -- --- -- -- --- - __ _- �_ _ _--_- -� - ---- � - - - - - - _ -- - = -_- -- O f V 1 - I - _ _ -1 11 _ 19 1 14 14 11 11 14 4 T A8.2 A8.3 A8.3 A8.3 - A8.2 A8.2 A8.3 A8.3 A� >3.3� A A8.3 A8.3 N �i, -- SIM. - - ..... ...... .. .. .. . _ - --- . 6 _ _ iZ .. . :' -- '� - - p .- T.O. F 00 .O. D L A r � qq .h'F Y.Yh:hY.• Kh,.... V.4 .. .. N + 1 F.IF. ULL i V' C LE _ s' F P. C4' rJ7f - _ I- - - J -- O �.`�� 1 7 1 -_. TtP. >g_HCHL.. .CR IP, LE 611JLL - -- - - CRIPPLE MULL. ' ---- ---- W--_-_--_-- - __-_-__._ --- - - NOTE: VERTICAL -- - - - o-\ 2 1 -. .-.-- DIMS AND DETAILS E'EY��ND TYP. -- 18 - - - - - - - -. Zz_ A8.8 T _' - - - A&3 A8.3 ca A B M _ - _ - --- --. _ - -_- -- - -- - - - - '�T rP -- TYP, -_- -- --- AND G. EXGEPrONe I TYP O - - GURTAINWALL 2 I 7 P\A8 4 OPERABLE WINDOW5 NOTED. ALL -- ,� �{ AT A, B, AND G ARE -= ALTERNATE 0 b J �\ --INSIDE 77 - - - .......... ........ ....... ..... ........ ............ CORNER - ...... ...... ............... .. . ... ... ...... . ... ........ .. . ......... � T.O. _L Ulm g NOTE: USE STANDARD CORNER OF MULLIONS NO CURTAIN WALL 8 CORNER OF SIM E\TENDED CAP a SIM TMP CURTAIN WALL 48.2 A CURTAIN 1NAL.L A B GURTAdN YNALL 5 �C CURTAIN HALL G A8.1 5GA_:, 1/4" = 1'-00 A8.1 5GAL°: 1/4' _ '-0 A8.1 SCALE: 1/4" =1'-0 X OX 0 FLAN DIM. PLAN DIM. PLAN DIM. PLAN DIM. PLAN DIM. PLAN DIM. LE(/.'.,C}� 24' 2" t4'-q" -- -_ _ EO EQ. L � v U V --- GLASS TYPE I 16 M In m m 16 �� 2 A8.5 O Q O O A8.5 �? O O A8.2 t1 0 SIM. 0 LY ° '� a SUNSHADE WHERE TYP. I _ x - T.O. MU L-LCW WINDOWS_ INSULATED GL.A55 _ 18 - SEE EXTERIOR 11 _ 10 _ _ 11 TM PE 2 IM. M ELEVATIONS / - - -- - -- A8.8 A8.2 / -„ A8.3 - A8.2 •• _- SIM. - - __ - TKP� �'- - n NOTE: VERTICAL -� - NORTH ELEV. WHERE -ON OPERABLE WINDOWS- - TTYP. WINDOWS D,EI, - - INSULATED &LASS 7 i . 9 _ 9 7 9 9 _ COURSING HAS BEEN �\ = ALTERNATE # 6 10 _ _: �_ Ems, E3, = AND G. - - - - T '� A8.3 A8.2 =- I A8.3 A8.3 INCREASED. VERIFY - __ EXGEPTION5 NOTED. - _---- �- c - TYP - SIM, 90' SIM, 90' SIM, 90 M+-ONRY OPENING. \/ 0 SIM. ONLYr - -- -�-' BRICK VENEER Wr � - p WATER REPELLENT CORNER gA2 OPERABLE WINDOWS-� C''RNER CORNER CORNER J OPERABLE WINDOW5- 8 8 + ALTERNATE M6 Co RETE ALTERNATE 06 A8.2 A8.2 W!''�DOYV TYPE D SIM. EXTENDED MULL CHNS -CORNER WINDOW TYPE 1 CORNER ANDOYN TYPE E2 CORNER• ANDOYN TYPE E3 wIN�Ow � STANDARD MULL. CAP INDO P,� IPED � E1 E2 E3 F r , ` ' q) TYP. I IYA8.1 : 1/4"=1'-0" AB., 5CALE: 1/4" = 1'-0" A8.1 SCALE: 1/4"= 1'-0" A8.1 SGAL=: 1/4"=1'-O' SCALE: 1/4' =1'-0" 3" MULLION GAPS o _ PLAN DIM. - - - PLAN DIM. y EQ. EO. b'-C" 4_51a, EQ. EQ. Iy ' EQ. EG. EO. 5-284 5-2% EQ. EQ. EQ. 5,-2�'a" a e s'-23"' tl'-q'-'" /-ALIGN VER'.. W/ I. ALL GLAZING TO BE I'-IOY -Icy IL BLDG. COL GRID i'-IOY" 1'-10�:" 2 CURTAIN WALL SYSTEM 1 B WHERE OCCURS AS 2 UNLE55 NOTED OTHERWISE. A8.5 SEE SPECS. -- ---- ------ -- - -- - -- -------- - - - - ------------ -- _ ... --- ----- --- -- - 2. HORIZONTALDIMENSIONS - _ � m m7 --r :rte - �_ - EF RCOF FLANS _ - ARE FROM CENTERLINE OF T O. DFGK � - J 72 F N H WH 5U SUNSHADE ERE �• � I H WIN W - --- T MULL-H G DO 5 S a_ -- .D ""'I ,T'r�-- OCCURS, (ADD- + I ....... .. ... .. .... ....... . . .. , .�.. .. ..... ............ .. .... „ .......,.............,.......,.. ...............................:w..............::.•,.........•...........:::::::•:::::•::::::::::::::::.::::::::• ....... ..,. .................. ....:•.:..:,:.... , - MULLION TO GEN ERL E O ........... .............................. ........ . ................. .................... ................................. ............................... ........................................I,.,.....................................,,..,.............. _ - MULLION UNLESS OTHERWISE - ------- ---- = EXTERIOR I �r I SEE -- ELEVATIONS - -- - ---- ------ NOTE; VERTICAL5. VERTIr.AL DIMENSIONS NGTED. EXCEPTION UNLESS TYP WINDOWS K AND ARE FROM TOP OF MULLION A8 3 _ A8,2 r NOTED.E 'v OTHERWISE NOTED. TYPE �i TYP. TYP. TO TOP OF MULLION i 4. ALL GURTAINWALL FRAMING __. T.O. FRAMING ---- ----------•---- - --�- ' I �. -- ,----_- __- TO BE STANDARD --- -�- I _-_-- ----- -�---- - - -'r - -- MULLIONS EXCEPT WHERE = SEE SECTIONS Q NOTED OTHERWISE CONGEALED FASTENER -STOREFRONT CONGEALED FASTENER- mp 3 ry I MTL. PANELS FRAMING 5Y5TEth1 6 MTL. PANEL5 N -OPERABLE WINDOWS- 48.2 T, O. 2ND FLOO� A� ADD ALTERNATE #__ WINDIOYV TYPE H WINDICCW TYPE J I< TYR ANDON TYPE K SCALE:\_ A8.1 SCALE: 1/4 = 1-O' ` V4Q5�J I � N NOTE: OCCURS, CN Q O NOTE: OG p AS 2 m t1] CURS ON NORTH P. � e e " - s " - ° ° t''-q' O =�- o EAST ELEV. HAS BEEN - _ t9:EN INCREASED.E COURSING HAS --- -- GL JOINT TO GL JOINTILL COUR 5'-2/a" 5'-2/a" EO. EO. EO. 5 �9'a S 2/4 EQ. EQ, EO. 5'-2/a" 5'-2/a' 9 -.. EASED. VERIFY -- QA85 DECREASED. VERIFY N:.A5ONRY OPENING. NOTE: DETAILS TYP. • MA=-_)NRY OPENING. - _ _ FOR PUNCHED m `Q 8 8 m OPENING M, N, AND - -- - ------- -- _- - -- - -- - -- --- --�-- - ---- -�- ..................�- _-__ -- ----- _ - ---- -'- -- -- SEE ROOF PLAN -- _ NOTED. P1,�N5 A8 3 P E'NGE "' .__. -. ..___._-__ -- -- - __ -- .__-n-i... . . .. -_ -- r. TTP L. .. .. ....... ...... ............. .......... ..... ;l. „ , _' -- .........: , . ....... .. :: (A�2) A8.5 �1 m to TYP. k. ` H - - �- T.O. FRA,MINC- CONGEALED FASTENER - - --_ SFF 5 GTIONS --- MTL. PANELS ,� r+ T. 0. .,LA-_� T. O. 5L E T.O. 2ND FLOCR SrORF_FRONT CONGEALED FASTENER- ., +O'-O' Y w n �,J� +O'-O" w n/'��/� �`�/ L NINDOW TYPE l_ FR�.MINv SYSTEM A8 5 MTL PANEL5 M / \ NPO/ \ TYPE PE M N l NIN O! 1 TYPE N P / �IN17 V/ N TYPE PE P A8.1 SCALE: 1/4" = 1'-0 = A8.1 SCA-E: ;4' -O A8.1 SCA"F. 1; Revisions Date Drawing Title 19 May 2003 WINDOW TYPES/ 1 _J�p�� 1 Project 16 S R G PARTNERSHIP I N C New T 1 and Library ,� � f1�Cf 2216 CURTAIN WALL ELEVATIONS , Consulnat Protect.o Nall Blvd.13500 AN R SC ,�xX 9UP2003.0021I ARCHITECTURE PLANNING INTERIORS Construction Documents -'% I ' 3 Drawnby 64 u 125 Drawing No 621 SW Morrison Street,Suitj 200 Poftlzrd,Oregon 97205 � <�� __ EDD PORTLAND, ORFOON Checked by R Tigard,Oregon �'� ,.�� 1,...j � T:503.222.1917 F:503.294.0272 www.srgpartnershlp.com V4 OF �, _MH NOTICE IF THE PRINT OR TYPE ON A14Y fl f l l 1 III I I11 III I I I I i l l I•L)I III III III I jI{�I III III I I1 I rl V I I I III III I(I III ill III III III III I I}I. III III 1 1 1 I I I I I I I I I I I I'I I I I I I I Iy7I'I III III I I I I I I I I III III i I //fin) S`) .. I ! 1 ! 1 I i/ ! I ! VI ! I ! ! I I 5 ! I ! 6 ( "I I !-I I I ! I I , I I- i�-_ Nu. �'1 I 'Ja/ ".... IMAGE IS NOT AS BLEAR AS THIS NOTICE, _ 1-__...�-,y --__� V o IT IS DUE TO THE QUALITY OF THE _ _-- ORIGINAL DOCUMENT �6 9G 6G NG G GIB til I I�11 u�6 8�1 ( 81 /, t �� t ST T1111 Tji, o�>I I�8 �e L 9 9 1r 8 G I„�x1I IU�l41 IIII�III IIIIIIII�I!�l�'►I'T��il,lll�lll�(II��IIIIII:��II III��I��I�Ill� ��l�ll ll lWllllllllll�►l�lllllLllllU�ll� � 1111��N1� I30X rr_ �_--FOR INTERIOR FIN15H MATERIALS SEE ROOM FINISH SCHEDULE. FOR TYPICAL NE O . 5E. 1 , GONG. DECK OR STRUCTURAL BRICK VENEER BEYOND c AB.� T�„ �„ OCCURES,ROOF 5 SEE NALL SECTIONS CRIPPLE MULLION BEYOND / f- AS INDICATED ON WINDOW RIG VENEER OVER 6' SCHEDULE STUDS 1'-4" O.L. THERMAL BA TT CRIPPLE MULLION BETWEEN IN �L. W/VAPOR BARRIER,- / VERTICALS 77= - ---- ---- I� �// -- I i d 6Y BDT INTERIOR FIN SAP FORMED ALUMINUM TO MATCH • , — C,URTAINWALL TO CLOSE GAP I FIRE BLOCKING ! TYR. MULLIONS) BEYOND 77-77 - - ---- - --- • - - -- - ,- - ---• - ------- -- -PRGVI MI-Rt I INSUL. FIRE CRIPPLE MULLION W/FINISH - .e ° ^ -b-_ `-°,- - • e •. I --e -� . + DE SE L D / - • . �-- 7-`- - 4 T - __e s _ I -a1-r_--- ��-.�r__ F.00F EDbE CAVITIES (TYR) TO MATCH CURTAIN WALL a 41 • la ..� I BLOCKINGS 4T ALL SLAB AND «_- -- - —1- -1--d I d ° �r»i _ irr• '1 r �-.--�j7<'T-e I .T 4_' _T_"� a, ..' W1' ° I I ' 141 �� L ANGLE CLIP a EA. STUD,I"It i 1. 5T --� J'_ --- --.-„J 1 - WELD TO DESK ED6E AN&LE. ill ! _. ° �- =17. . I ! I” SLOTTED HOLES, W/ M. BOLTS I STL U-SHAPE CONNECTOR ( I FOR DEFLECTION. r *--- - ----- WELDED TO 5TRUG. DEI K EDGE 1 I 5TL CLIP ANGLE f I ANGLE @ CURTAIN WALL VERTI ! WELDED TO EMBED W/ I —BENT PLATE SLAB EMBED A/ F MULLIONS. 2" 5LOTTEP HOLE FOR SCREW CONNECTION ® 1 DEFORMED BAR ANCHORS-SEE -- I" INSULATED 6LAS5/6LAZING I CONDITION CIS RIGFDEG�ION. SIM I .'I EA. STUD. ' SYSTEM _ GRA✓ITION IS RAL DONNE TION, \ I STRUGT. DW65. } Y !A1 I1 _ _ PROVIDE ROUND HOLE FOR -- - - ✓ 1✓' �' - V 5TRUGT BOLT CONNECTION. �GR11=FLE MULLION @ CURTAIN WALL9 5LIP CONNECTION @ CURTAIN WALL 5 GRAVITY CONNECTION @ STUD WALL 1 5LIF CONNECTION @ 5 UD WALL A8.2 SGA-E: 3" = t'-O' '-C A8.2 SCALE. 3 = -^ _ ---BRICK VENEER OVER b" STUDS O - ---- --- 1'-4" O.G. THERMAL BATT INSUL. W/ NOTE. ALL BRICK COURSING 15,14- I VAPOR BARRIER, GYP. 5HEATHIN6. ! RUNNING BOND U51NG II 1_,'BRICKSBLpS WRAP, d bYP, BD. INTERIOR ! EXCEPT WHERE CTHERWISE NOTED. FINISH. PROVIDE BUILT-UP 57JV ----BRICK VENEER OVER 6" STUDS ® NO BRICKS TO BE OUT EXCEPT HEADER, SHEATHING, AND 5LD6 ---- 1'-4" O.G. THERMAL EATT INSUL. W ` - WHERE NOTED. BRICK VENEER II WRAP® CURTAIN HALL HEAD A5 VAPOR FARRIER, GYP. 5HEATHIN6 = PANELS ARE DIM. TO THE CONTROL n SHOWN. 1i BLDG WRAP d GYP BD INTERIOR JOINT CENTER LINE CAVITY 6UARD: PROVIDE GA'✓ITY FINISH, PROVIDE BUILT-UP 5TLC F, PER DETAILS 7 11 15 �"-' r' 6UARD WEEPS AT HEAP JOINTS w. M 5HAFE A WALL BACK MCRTER JOINT- WRAP ca CURTAIN WALL HEAD \ HEADER, 5HE4THIN6, AND BLD& .7 A8.7 A8.2 ABOVE RELIEVING ANGLE AT OF SEE PLAN OF COURSE 36" 0C. SHOWN. FOR TYPE. BELOW(TYPJ DIMENSION POINTS ARE TYPICAL �^ I I 5X5 SHELF ANGLE WELDED TO -- CAVITY GUAR.:;PRO`/IDE CAVITY (TMP) \ 6UARD WEEPS AT HEAD JOINTS 'j` PLANS NOTED OTHERN!SE IN ��•� i STUDS WITH KERFEC� BRICK d _ /�� FLEXIBLE FLASHING FROM BLDG - - — -- - - - ABOVE RELIEVING AN&L^_ AT - - O.G. �`�` I _- ___ _--_-_ _ WRAP APO`/E 'i0 LIP OF l�NGLE -- - - �r �- 5\55- SHELF ANGLE WELDED TO m 6200 SHAPE: B �-METAL PANEL FASTENED TO ETUDE, WITH KERFED BRICK d m 9Q' qO° (QL -� Z-GLIP5 ANSHORED TO STUD FLEXIBLE FLA5HIN6 FROM BLDG OUT51DE CUTSIP QUTSID FRAMIN P;iO'ACE CONT. CLIP AT WRAP ABOVE TO LIP OF ANGLE -- _ > 2 I BOTTOM AND WEEP HOLE AT II IIS" OUT5I0E I p�Z BOTTOM OUTSIDE OF SEALANT JOINT;PROVIDE SEALNT AND BACKER AT ALL JOINTS �r^i - ------------, - TO MULLION SHAPE BI -G ---DIM �_ r `r' -- - = Ir----- - Q -n POINT POINT OIN7 PONT r" TO MULLION ---- m NOTE: THIS SHAPE TO BE T " �" �° D SHAPE 5 n� GUT FROM SHAPE B. ! . �' � W" s a� CAS I ® 5 M. z `�/ o ( [� % 4/0 I GLAZED ALUMINUM CURTAIN WALL F: - -- GLAZED ALUMINUM CURTAIN WALL l W/3" MULLION GAP U ` W/3" GAP .AND T-ANCHOR -- - -- - _ --- FASTENED TO BUILT-UP STUD HEADER 18 5EGTION AT CURTAINWALL HEAD 14 CU5TOM BRICK 5H,AFIES 10 TYF. EXT. CORNER BRICK DETAIL5 -2 SECTION AT CURTAIN HALL HEAD A8.2 ,48.2 SCALE: 1-1/2" = 1-0' - - VOTE: FOR TYR. NOTES SE' A8.2 SCALE: c FRAME WALL W/ FINISH AS _ _ _ _ _ _ qg�2� � ---GL..A��D ALUMINUM .CURTAIN WALL FACE OF ERIGK ABOVE SCHEDULED. - CWbD JAMB W/ 3" MULLION CAP T-ANGHCR ^ / ! I FASTENED TO FRAME SILL. 016 GYP. BD CORNER BEAD FULL l ( INTERIOR FURRIN6 WALL SEE _ A FORMED MTL SILL (IB GA. MIN.) TYR. CONTROL JOINT W/ SEALANT PERiMITER OF WINDOW OPENING. I FLOOR PLAN FOR GLAZED INTO CURTAIN WALL SILL Ft d BACKER RCD RE'E5E INTO CCN5TR,„CTIC'N. NIORTER JOINT AEO/E, I MCRTER JOINT AEOVE, 1/4" SEALANT d BACKERROD \ �4 ATTACHED TO CONT. BENT MTL --- -�'- EELOW TYF. BRICK VENEER SYSTEM. BELOW TMP. BETWEEN ALUM. FRAME AND GYP J ) CMU MASONRY WALL. SUPPORT. SEALANT d BACKER 4 WINDOW SILL BELOW EXTERIOR WALL CON5T. BD. WALL. ✓ ��/// ALL JOINTS d PROVIDE SLEEVE :/ :` I/4" SEALANT d BACKER ROD JOINTS WHERE NECESSARY IN GLAZED ALUMINUM CURTAIN I ALUM. CURTAIN WALL SYSTEM. ' r" "^ I" METAL FRAMING 'Z' ANGHCRE: r---------------- i SILL; ' RTAIN WALL ' TO MULLION - -- _` - - - ---- '� TO GMU W/3" MULLION GAP ��, . _ _ ..-_- - / _ ,,........ CONT. MT SUPPORT, ANCHORED / BACKER ROD AND SEALANT \ \ I / rte., �1 I I GCNT. P.T. WOOD BLOCKING � I / G L. ANCHORED TO CMU m _ _ _ _- 1 _ / - / ID 5^JD FRAMING;PROVIDE BUILDING WRAF OVER GYP. � DOWNTURNED LE6 ® EA. END AS I ) ) 5HE.ATHING. CONTINUE INTO i I I RP GFING - 5HC'NN IN SUPPORT 0 BRICK \ \ WINDOW JAMB. I FLUID APPLIED WATE ROIt - DIM - - METAL STUD FRAMING W/ 6YF BD. I \ I OPENING TO BACK OF JAMB JAMBS FOR SEALANT JOINTS. ' CMU, CONTINUE INTO WINDOW � �,., FINISH ( AROUNDTWINDOW SYSTLM9 BACKER D ® `�- � "-'I'' P INT - - ) - BLOCKING. ♦ ---a- -- r - II PROVIDE CONT, COMPRESSIBLE I �� ., �_: �' :t; `1 j ! NEOPRENE GASKET .ADHERED TO \ PERIMITER • --- 2" _ _ ------- - ------------------------ ------- ------------------------ - -- - �_i _ r ' CK • I I - 3" MULLION GAP - , j � -SEALANT AND BACKER RDD II - r L I \ _ r �— N !_� _ + \ �-GUT BRICK TO FIT REOUIRED L I I I I I I ! I I DIMENSION --__ --~_' �'� I ! I I I I =n -- - - T 1 - - - �`6LA.ZED ALUM.�URTAIN WALL PROVIDE GAVITI'' GUARD VENTS ------ --------- -----� - -_ -_-___ - -- _.-:- 1 __ ___ d P I I =1 1 . .- _- _ - - - 1 -, _ SYSTEM YV/3" MULLION GAP AT HEAD JOINTS hT 3'-0O.G. I BRICK VENEER ABOVE. I - PROVIDE EU LT-UP 5, 1D 5iLL FOR q \' CONT. SEALANT JOINT I I I I I I - I I I \ �- - - �- NOTE: SEALANT d BACKER ROD ! !'KITH BATT INSULATION - EI.IGK VENEER OVER 6" STUDS ® SILL BELOW. I e CURTAIN WALL SUPPORT;FILL 3_� INDOW FOLLOW PROFILE CF FORMED O.G. THERMAL BATT INSUL. W/ VARIES FOR tel_" I „ VARIES FOR -VARIES FOR �_V�" ® SIM, �-`/ARIES FOR $ " I �- METAL SILL BELO_A I CONT. HARDWOCD STOOL WITH VAPOR BARRIER, GYP. 5HEATHIN6, a ----- COURSING I ; PAINT FINISH;PROVIDE 3" COURSING --- COURSING G,UR INC TYO. CONTROL SEALANT JOINT W I LINE OF FORMED METAL SILL SEALANT JOINT TO MULLION AND , BLDG WRAF, d GYP. BD. INTERIOR ' FINISH. II Y". 1 Y ® 51M. �'�' 11-Y2". "I Y" ® SIM. II "ij' BACKER RCD EETWEEN ALUM. „! BELOW #" PAINTED R�IEAL AND TAPING _ COURSE A50/MPELOW COURSE ABOVE/BELOW COURSE ABOVE,'EELCW GAF d BRICK VENEER SYSTEM. COURSE ABOVE/BELOW BEAD AT GYP. ED. FINISH -- _ - - - '- --- -- -- PLAN DIME�,SION PLAN DIMENSION PLAN DIMENSION F PLAN DIMENSION PLAN DIMENSION PLAN DIMENSION - - Q� 3 SECTION AT CUP;1"AIN WALL SILL . ► �` A8.2 SCALE: 3 at-O" CURTAIL WALL JAMB I7ETA L TYPICAL ERIGK JOINT DETAIL CURTAIN WALL JAMB CURTAIN %HALL JAMB @ GMU YVALL DETAIL CONT. BUILDING WRAP OVER 19 �� A8.2 SGP__: _ ' nss< ECA��: 3' _ _,-. 1 1 7 WALL 5HEATHIN6,FLUID APPLIED F � - 1' � AA.2 SGA_° 8" = 1'-O Ao-- A�E: 3 = '-v^ � � j' WATERPROOFING ® GMU WALL. �� FLUID-AFFLIED WATERFRCOFIN6-�% FORMED ALUM. PANE.. INSERT FLUID-AFFLIED WATERFROOFING AT GMU BACK-UP (TYF) /`f WHERE EHCWN, SEE WINDOW -BRICK VENEER WALL ASSEMBLY. % AT CMU BACK-UP (1`I'F.) _ BR.IGK. VENEER OVER b" NOM. CMU V TYPES. FINISH TO MATCH _ EEARIN6 WALL (SEE STRUCTURAL / GURTAIi�WALL. -- ---- ---------.--- --- ERIGK VENEER OVER 0' NCM. CMU _ - _l-CONT 5" EXTRUDED POLYSTYRENE VENEER OVER 6" STUDS ® / l - BEARiNG WALL (SEE STRUCTURAL FOR CMU) F0.4RD ADHERE TO FAGK E!DE 1'-4" O.G. THERMAL BATT INSUL. W/ FOR CMU) i / OF FORMED PANEL. CMU WALL \ VAPOR BARRIER, GYP. SHEATHING, "'-�,� INTERIOR FURRING WITH 4 STUDS !� 51M. GOND. - WRAP, d GYP. ED. INTERIOR -- ---- --- -- - -- "'- INTERIOR FURRING WITH 4" STUDS ,i" i _ _ W/ THERMAL BATT INSULATION INTERIOR FLOCR FINISH FINISH. ° -- - ! W/VAP R FARRIER AND GYP. ED. r VARIES-SEE ROOM FINISH W/THERMAL BATT Ih:ULATION O ! I / ' W/VAFOR EARRIER AND GYP, BD. -�'�- —_ FINISH (TYR. U.N.C. ON FLOOR — SCHEDULE CAVITY GUARD AND CAVITY FINISH (TYF. U.N.O. ON FLOOR �' I PLANS) -61-A--ED ALUMINUM CURTAIN WALL GUARD WEEPS AT HEAD JOINTS -` �- CAVITY G-UARC AND CAVITY W/ 3" MULLION GAP AND AT 'J O O.G. METAL STUD FRAMING W/ GYP BD. 1 ,_ FLANS? �-� 4 A A �" AT HEAD JOINTS „ T-ANCHOR FA_TENEC TO FIN15H - - GAVITY GUARD AND GAVI"Y AT 3-O OG - - RADE CR 6UARD WEEFS -- --- - 6U RD WEEFS T HEAD JOINTS CONCRETE 5LAB O G - - . - - - - - L.NSTANDARD 55T FLA_HING ANGHOFED TO AT 3'-O" O.G. _ FOUNDATION WAL 71STUD FRAMING;PRC'a ICE -- _.. . / --- MULLION GAF • SIM. 55T FLASHING ANCHORED TO SEALANT AND BACKER AT r- SST FLASHING ANCHORED TO -� , �•! GMU;PROVIDE SEALANT AND ST. STL FLASHING GLAZED INTO j EXPOSED LIP 1.6) STUD FRAMIWG/ELO,K'G A5 R,.O'D BACKER AT E.xPOSED LIP SILL MULLION AND .ANCHORED TC C 1 ! FOR 6YF. BD. RETURNCMU;PROVIDE SEALANT AND / - _ c I BACKER AT EXPOSED LIP -� _� CONT. CL_AT;PROVIDE PRIMARY �- - SEALANT AND FAC .ER AT FAGI` I NATER-PROOF MEMBRANE FROM I Pill ' " - �ON:RETE SLAP �N C^RADE - .1 d ° BOTTOM OF rOCTINo TO TOP OF I - FINISH GRADE VARIES (SEE� - -EE STRUGT. DWG_. OF GLAZING- POCKET ANp •. SL RA IN PAN °: ,d e °' A., • r SE:.ONDARY 5EAL5 AT FLAEHIN6 -t'' ' e d e „ ry FIN15H GRACE VARIES (SEE DIM _ --- -- G D G PLAN) '„v ° e AS SHOWN a f •' �� d : GRADING PLAN,) POINT -- -- ---- _--- I=111= ; '� • ''d • • �'' w FINISH GRADE VARIES (SEE e • d ,'. FINISH GRADE VARIES (SEE d d • I r �a I I IZ`I I�: _ i _-- WATER-PROOF MEMBRANE �A :� • e ° f. _ : d -RACIt''- PLAIN) a e G-R,4DING- PLAN) ° ' ° d e • I—I I IZ-III=- I , _ e - OUTER WALL SURFACE - - f d BACKER ROD AND SEALANT 1 I—I I I TI ; d° - _ - - � e f d . da _ d. . • � a• -, ill li ! ., •a d. , I „ ._ --- -_.-..�.__ 1.=, •d • . ,; • '• -1 -- --, ,d• ,I I 1—III III e e• ad• _ - _ - d GLAZED ALUMINUM CURTAIN WALL e - - ---GMU VENEER. BELOW GRADE W/ -I - --- -- ---- �i 'a ea _ I III i=I i I=I I - -- --�- - .III .. W/3” MULLION GAP • • I - I— i ' -- SOLID GROUT IN CAVITY �• ,-t -,I I_._ I,= ,_-�, 2O CURTAIN WALL JAMB @ GRID 1 .5/D 16 EXTERIOR HALL AT GRADE/COMM° RM. ,2 EXTERIOR YVALL AT GRADE GMU) e SECTION AT CURTAIN WALL 51LL 4 EXTERIOR YNALL AT GRADE N17L 5TUDL_ A8.2 5GA_= n A8.2 EGALE: = 1 A8.2 SCALE: ? = 1 G' A8.2 SCALE: 3"= 1'-0" -- ----- --- ------ -- - - -- ---- --- - Date Drawing Tide Revisions 19 May Date 003 EXTERIOR DETAILS SRU PARTNERSHIP INC .;� '' ';' c��,]! A�c� Project i. New Tigard Library _ Consultant Project No Hall Blvd.13500 JON R. SCHLEUNIN BUP2003.0021 t Construction Documents �-, I� Drawn by 8501 125 DTawine� ARCHITECTURE PLANNING INTERIORS �� 621 SW Morrison S"reet,S!lite 200 Portlanr;,Oregon 97205 J3 PORTLAND, OREGON ; Checked/ Tivard, Orgoi, �' �` y A802 T: 503.222.1917 F. 503.294,0272 wwN.srppartnershi,p.corn a'4 0 F IF THE PRINT ORTYPIzONANY !II III III III III III III I I III III III I I III III IlTIItIII III III I I III III III III III'tjl III I�I III�III�III�I�I�III lIl IIIA IIIIII III III I I III III III III III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I� I i I - I- I �_I I 14 I I I ISI 161 __ IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL. DOCUMENT 6 L 9L L6 e� �L1I6lZ S(LIIL i6 L i 18T LT t 9t ►l R I GT t�t I o�t I e I 9 4 I ► �S L TH11 tn�III�IIII�II�I�I�II I�Ii��l�1��IIIIIIIII II�III►��I1III�1IIIIILI�IIIIIIIII�►III►II�IIII Ulllllll 111111;llll 111JI�ll� II'1�1I I , 1 A �--- I" INSULATED (;•I_A5r- AND GLA.'ING / SYSTEM ' --� BUTT GLA-ED �$LA�S ASSEMELY W/ �Os� �— STRUCTURAL SILICONE SEALANT # - BACKING PLATE TO MATCH '/ _- 105 DEGREE OUT51C' CORNERS 3 MULLION GAP 0 MITRE --- MITER 3" MULLION GAP AS SHOWN FACE OF E-<IGK/CONCRETE BUT( GI AZED GLA55 CORNER 5 �+ A8.3 ell 12 2 BRAKE SHAPE FOR CORNER i 11 MITERED INSIDE MULLION GAP MULLION - EXTERIOR 91pE 1 BACK F: ROD/SEALANT • 1 BRICK VENEER OVER b"-Ib GA. �_�z-- -.- --_- _._� rj -r VERTICAL JOINT BETWEEN STUDS®Ib" O.G. W% R-19 BATT 'd.3 TWG MULLIONS IN5UL. A, VAPOR BARRIER, PER WINDOW TYFES � INSULATION FILLER ---- --- - - - ALUM. b' AZED GYP. SHEATHING, BLDG WRAP, _ _ --_-- MITERED OUTSIDE EXTEND a - - - -- `--�` GURTA VALL. SYSTEM - 8 i AND GYF ED INTERIOR FiNI H - MULLION CAP(S) -- - - NJ/ I" INSULATED &LASS N / GLAZING SYSTEM -`- I" INSULATED GLA55/GLAZING �—BUTT BLAZED OUTSIDE ♦� " • SYSTEM �• �` ♦ GLAZING CORNER ALUM. BREAM MTL � CLOSURE, FULL HEIGHT { I * _ _ .- --- - -- I _ OF CURTAIN WALL. BREAK METAL °NAPE W/ INSUL , _r_-- - VERTICAL CORNER VOID INFILL STRUCTURAL SILICONE S SEALANT MULLION, 5TANDARC 1 1 - - - 'F - _ - ` -- - INTERIOR STUD WALL FRAMING . I 5HAFE Wi ADDED METAL 1 SHAPE PCORNEROR 105 DEGREE - - EUTT 4GLAZED W/GWJ3 EA. SIDE _ _ _ _ ♦ q - �F NV ATRUCTUR,�L -- - -- HLW. MTL. DOORFRAME MA50NKY DIM. POINT 1 \ 5 SILICONE SEALANT `� TUEE 5rF.EL GCLUMN WHERE ® 90. 75 DEGREE \ I/2" SEALANT JOINT \ -- OCCURE5 9p OU'TS!DE CORNERS ,fi CUBE STEEL COLUMN - SEE 5TRUCT. P.T. WD. SHIM A5 REQ'C ALUM, GLA=ED CURTAIN �- - I" INSULATED — 1 / WALL SYSTEM W/ I" INSUL. / SLAC AND GLASS/GLAZING /-� 6LA_'INC SYSTEM PAINTED HOLLOW METAL RELITt: VERTICAL CURTAIN WALL CORNER l \ FRAME w I" INSULATED GLASS/ MULLION '7 ADDED SHAPES TO ` _ , PLAN DETAIL AT GRID 3/ A - SECOND FLR. &LAZING ` MAKE OF 15 DEGREE SHAPE L SIM ,42 , 3' = , 1/2" BACKER ROD/SEALANT JOINT ` SIM 2 G� -r -� TUBE STEEL COLUMN - SEE SPEC'S - 4- FOR FOR FIN15H \ / 17 PARTITION WNALL @ EXTERIOR WINDOYN 13 N.W. CORNER DETAIL @ COMM. RM. _ 3 CURTAIN WALL CORNER MULLION 5 6►IIT GLAZED 5EALANT JOINT _s FACE OF BRICK/CONCRETE A8.3 SGAt 3 = 1-0 a8 3 SCALE: 1 ./2" = T O" a8.3 5GAL=: -,ALF F.S. N INTERIOR METAL ERAKE 5HAFE FINISH TO MATCH CURTAIN WALL SYSTEM _ .1 MITEPF� INSIDE MULLION 'AP - - � ALUM. GLAZED CURTAIN WALL - - i SYSTEM W/ I" INSULATE^. GLASS/ BACKER ROD/5EALANT - DOUEDLE VERTICAL CURTAIN GLAZING WALL MULLION w/3" MULLION IRTTNO ILLLIONS JOINT BETWE:N C I GAPS -- -7 ` - I" INSULATED GLA55/GLAZING SYSTEM -NOTE. HORIZONTAL MULLION - - I GAPS ARE CONTINUOUS WHERE ALUM. GLAZED GLriZED ALUM. CURTAIN WALL ,;, I I_,_I EXTENDED GAPS ARE USED. a SYSTEM a -_- - V I CURTAIN WALL SYSTEM ---- — _ B Y" CONTINUOUS NEOPRENE FILLER - IO • W/ I" INSULATED GLA55 - �, � BLAZING SYSTEM � SEALANT AND BACKER ROD, I _ _ CONTINUOUS ENTIRE LENGTH - ALUM. BREAK MTL t BACK)=R ROD AND CONT. SEALANT L I OF CURTAIN NALE16HT OF CURTAIN WALL - L ��'''�� `- EACH SIDE OF VERTICAL MULLION - - = -----JE) - ---- INTERMEDIATE VERTICAL CURTAIN II N \• -- - -4 I WALL MULLION NV STANDARD MULLION - �' \ GAP I ---- ---- - BREAK METAL SHAPE W/ INSUL, VOID INFILL � -E-<TENDED MULLION CAPS) INTERIOR METAL STUD FRAMIN& TUBE STEEL COLUMN 0 Ib" O.G. W/GYP. BD. FINISH EA. - - - - - -- - - ` 51PE PLAN DIMENSION PLAN DIMENSION 1.z - z 0 � Q -- - Al PARTITION WALL @ EXTERIOR WINDOW A83 DO VERTICAL MULLION 10 TYP. INTERMEDIATE MULLION 6 HORIZONTAL � �JLL. wl EXTENDED MULL. CAP 2 PLAN„ DETA�IL AT C->f�ID 3IA - FIRST FLOOR A8.3 � 3"�=T'�" A8.3 SCALE: 3 - 1-0 A8.3 SCALE. 3 1-0 10 BRICK VENEER OVER 6"-I6 GA. �" r----- CMU WALL ASSEMBLY - BRICK VENEER/STUD WALL EFIGK VENEER/STUD WALL - /-- STUDS4In" O.G. NU R-Iq BATT (X�,4 / SEE WALL TYPES ASSEMBLY - SEE WALL -YPE5 1,5 SIM 1,� ASSEMBLY p BRICK VENEER OVER 6"-I6 GA r INSUL. W/ VAPOR BARRIER, Tt-- - STUD5416" O.G NV R-IH BATT \ 1 GYF. SHEATHING,BLDG WRAP, ` - - -'Z' REVEAL REGLET. 5 BRICK VENEER - SEE WALL BACKER ROD/5EALANT PLAN DIM �" I / INSUL. W/ VAPOR BARRIER, �- • 1 --- ,{�--•�,� Z' RE✓Er�L REGLET AND GYP. 6D. INTERIC-R FINISH; - TYPES \� ' 3 ' /� �' I GYP. SHEATHING, BLDG WRAF, _ _ � � .�-G�JT BRICK AS REQ'D FOR BREAK - PROVIDE BUILT-UF STUD HEADER, /I /o f`- �— WATERPROOF MEMBRANE METAL AND BACKING STEEL COLUMN - SEF. TUBE --- -- -z APV GYP. BD. INTERIOR FINISH; J , T '— /- TU 5 , CAVITY GUARD;FRO,/IDE GA'✓IT`! � � 1 � � � STRUG - WATERPROOF MEMBRANE GUARD WEEPS AT HEAD JOINTS _ ® G. N WALL. WRAP STUD I r ABOVE SHALE ANC-LE AT BACKER ROD C SEALANT WALL INFILL FRAMING �\ i 1 1 iv J1 , BREAK METAL CLOSURE SHAPE ♦ 36" O.G - MTL. STUD WALL FRAMING -" AND BACK CONNECTION TO STUD WATERPROOF MEMBRANE 1 '- GLAZED ALUM. CURTAIN WALL FRAMING - - --- - -- I -6�cb SHELF ANGLE WELDED TJ __._____.._________..__ _, WINDOW SYSTEM W/5" MULLION v �- INFILL W/ BATT INSULATION _ , / I BENT PLATE CONNECTION t0 ^� STUDS WITH KERFED BRICK AND -'� _ - J GASKET ® $RICK CAVITY, ALIGN , ------ _ - GAF p W/CURTAIN WALL CONT. FOOTING ^ STUD FRAMINC- VERTICAL SEISMIC JOINT - I - BRICK VENEER/STUD WALL FLEXIBLE FLASHING FROM N5LE �I / SES DETAIL 19/Aa,S Q - (� ASSEMBLY - SEE WALL WRAP ABOVE TO LIP OF ANGLE i TO TOP OF WALL -- BUILDING WRAP TO COVER - Z _ / I FILL ® VENEER VOID W/BATT z % % ----- ------- / ALUM. 6LA ED CURTAIN I TYPES T.O. BRICK, WALL SYSTEM W/ I" INSUL c- 1, i i INSULATION, GUT BRICKS AS � +'7'-5" 1, OPENING. EXT. GYP SHEATH'G ��"� - _ ---i BROUGHT INTO OPENING 1 ♦GLA55/GLAZING 1 I / i RE.2'D. a /� , f ( GA5KET a ERIGK CAVITY, AL16N W/FACE OF CURTAIN WALL, CONT. BACKER ROD 3 SEALANT I 1 ; ., FOOT;NG TO TCP OF WALL. BACKER ROD. ; _—._ - -- �% =r, I 1 I 1/2" STL. BENT PLATE NV ANGLE SEALANT _-__ -_ DOOR ,L r 1 GASKET @ ERIGK CAVITY LINE OF WINDOW STOOL BELOW - r i BRACKET, WELD TO FLR. SLAB 1 I I I -1 WALL I EDGE FOR CURTAIN K-,.L 1 1 _._ iv SUPPORT OE1 - 3" HEAD PROr-ILE AT HOLLOW 1 i 1/2" GYP. BD, CONT. SEALANT* WINDOW STOOL 1 1 SEISMIC JOINT COVER I BACKER ROD/5EALANT -- � META_ FRAME. � PLAN DIM. \ , I RENRN AT HEAD BELOW PLATE ' GUT BRICKS A5 REQUIRED AND JAM$ �, �- J3" ERIGK AT CORNER ON • ALUM. C-LAZED CURTAIN WALL SYSTEM W/ I INSUL. HOLLOW METAL DOOR AND �--- INTERIOR PARTITION - SEE FLOOR ♦��L�_ � t 0A 19 �� EAST WALL ONLY. SEE I I a " ^ FRAME - PAINTED. ANCHOR NV - - PLANS A ` IOE/A8.2 FOR COURSING. I I &LASS/GLAZIN& A88 ``'� BACKER D KER ROD/5EALANT EA. FLATHEAD STUD TO METAL ANGLE --� A8.2 IM A8 5 -1 1(\ I �� - ALUM GLAZED CURTAIN WALL SYSTEM W/ I" INSUL. 19 EXTERIOR HOLLOW METAll- HEAD DETAIL 15 PARTITION hNALL @ EXTERIOR WINDOW 11 PLAN DETAIL @GRID X.G/X.4 � PV 1l I �'�II,L 0 CARD ,81X.0 3 CORNER PLAN DETAIL GLA53/&LAZING A8.3 SCALE 8 = 1'_i. c. 3, : _. SG , AL3 SCALE. 1-G' _ � A8.3 ALE: 1 1/2"= 1'-0' J 6 81/21�'-O AJ3.3 SCALE: — CURTAIN 'HALL WINCOW SYSTEM / MORTER JOINT ABOVE, BELOW ��— FRAt<SCAM WALL W/ FVTNISH AS GYP. BD RETURN AT JAMS AND ---- .063 ALUM CLOSURE TO MATCH EXT. STUD W4LL ASSEMBLY - SCHEDULED. _ AL 1M. ��LAZED CURTAIN -i HEAD.JWGONT. SEALANT JOINT CURTAIN WALL W' ERECTION CLIP ' --- - f SEE 2/A8.2 FOR DETAILS GYP. BD CORNER BEAD FULL -�- WALL SYSTEM W/ I INSUL P.T. WD. SHIM FOR JAME A MULLION d SCREWED TO CLIP ® -�- _ PERIMITER OF WINDOW OPENING +r''� ANCHOR'S COLUMN; PROVIDE FOND BREAK - ( X. i BUILDIN& NEAP I ` &LA55/GLAZING SEALANT R BAGKERROD BETWEEN TAPE d SEALANT a COL. _ ALUM. FRAME .AND GYP BD. WALL. / PAINTED HOLLOW METAL RELITE HOLLOW METAL REFI E FRAME 1---- EXTERIOR ALUM. WALL -ALUM. CURTAIN WALL SYSTEM. FRAME W/ I" INSULATED C-LA55 / \ PANEL SYSTEM BUILDING WRAF OVER GYP. SHEATHING = -CONT. SEALANT h - --- 3RICK VENEER - BEYOND CONTINUE TNTC WlNDCW JAMB. `- PIPE STEEL COLUMN - SEE PAINTED HOLLOW METAL RECITE / TUBE STEEL COLUMN - SEE �� I I ) ( / - SEALANT d BACKER RCD AROUND - j" STRIJGT. - /DOOR FRAME \ \ STRUGT. ��_— BUILDING WRAP % j WINDOW SYSTEM FERIMITER l ------ -------------- 1 ------------ --=----- REGES�ED CONT. SEALANT 3" MULLION GAr w ++ SHT. MTL. FI_A_NING^ DOOR HD. 1 1 9C DEGREE VERTICAL CORNER MULLION NV' BUTT I -- _I -- I ---- - L-�- _.- DOOR HEAD L I I -. =____ -__ _ - �1 &LAZED CORNER WINDOW -�� Y _ _ +7 O mr - - 3" HEAD rt9 HLW. MTL. FRAME, I I - - ♦ �� BRICK VENEER ABOVE. ASSEMBLY ALUM. C"LAZED \' `�- - -- WALL SYSTEM NV IRTNSUL. AIN BACKER ROD/.EALANT _ _ -- _ - ` - 9 .�\\ AT BRICK VENEER • yJ SILL BELOW. NALL SYSTEM j _ I I i t r I V.I.F. I'_3" -_ HLW. MTL, DOOR FRAME ' ARIES�GOURSINUOR 3� - ------ -- ---� ! 4TYP. CONTROL SEALANT JOINT W/ + - I I N.T.5. - ----- BRICK VENEER OVER GA. HI.W. MT_ CJ�R IV'Z". -r-y2,, ® 51M. BACKER ROD $ETWEEN ALUM. 1 `+v N I STUDS616" O.G. W/ R-Iq BATT �/ / q 5 r- X,G COURSE ABOV /B LOW GAP d BRi'K VENEER SY_TEM. - PLAN DIMENSION -- , , ! �'° I SEALANT JOINT TO FOLLOW SILL I , GYP. SHEATHINv, BLDG WRAP, _____. � CL _ _ PROFILE. SIM;_ � - - AND GYP. BD. INTERIOR FINISH; �/ � PROVIDE BUILT-UF 57UL1 HEADER, ^ 20 OR Jk� B DETAIL W/ 51DE LIGHT 16 PARTITION hALL @ EXTERIOR WINDOYN 12 HEAD DETAIL @ POOF: E10 e JAMB @ PUNCHED WINDO�N 4 CORNER PLAN DETAIL C� LO'E36Y A8.3 5Ga_F = A6.3 SCALE: 3 -O A8.3 9GALE: 5"= 1'-0" A6.3 SCALE: 3 = t••O .3 SCAL:.: 'ice _ Revisions 19 May Date Drawing Title EXTERIOR DETAILS " • Project No S R G PARTNERSHIP INC 1 5�� ,��C�f 2216 HHall Blvd.Up2003.13500 t New Tigard Library ti Consultant Project So scot ,25 WJON R. SCHLEUNING n xxxx ARCHITECTURE PLANNING INTcRI'JRS Construction Documents �' -�=' ..� Drawing No Drawn by 621 SIN Morrison Strret,Suite 200 'ortland,Oregon 97205 1 TRG PORTLAND, OREGON i,. Tigard, Oregon �� 0~ Check�MH y T: 503.222.1917 F: 503.294.0272 www.srgpartnershlp.comQ1LN C_ ,J t 1 1 , OF ' ,...,......,:,,..M.._....�. �•-e�m-.'-.�r+••--r* +t . _ r.;.xt�n:�-.-_.:.. _. .. .��... --��•+r*•mr.»��#sw'.s.aiN41!4ftwsr-. '_ NOTICE Ir-THEPRIN'. 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DIM, 5EE NOTES d DIM. 5EE 1 INSTALL IN OVERSIZE HOLES TO Q 5EE FLAN Gw", NOT1:5 d DIM. SEE /a" �' E:<PAN510N JOINTS, NOT TO � 1 5EE FLAN 5�' 1 5 g}" s - ��-- 4 r--------- -------- - _ ALLOW FOR MOVEMENT. EXCEED 10'-0" or,. A8.4 A8.4 1 - A8.4 41 MIN. 5" z CONT. ROCFING MEMERANE Q w MIN. CLEAR BTWN PARAPET I W OVER TCP OF PARAPET d ON t z FRAMING d ALUM. CURTAIN WALL CONT 5HT MTL CLEAT ATTACH 0 u u, FACE TO OVERLAP BRICK I'-4"oc. TO WOOD COPIN& SYSTEM. / -b" MTL STUD5 a 1'-0" OG VENEER' NAILER. O (1) COUNTER SUNK «8 5HT MTL / b" MTL STUDS ® I'-O" OG. 771 5GREW5 ® 1'-O"OG, ALIGN A/PARAPET 5TUO5 BELOW. TOM /TCF �� I - - TOM / TOF I - - - - - / o SEE 5ETIONS �' -- - -- - -/-- m r _ - - -- BEYOND Y - - -- - - d"t / - _ TDM /TND T 1Y - . 5 TOM / TOFF `� V Tp ivr� BEYO-NDT � \ / - o -EE 5E�.TION5 i 1 I `� I l I _= l I +'\ RIVET FASCIA FAGS OF GCPIiJG --�}---- ��- I Yp" PT PLYWOOD NAILER 8" X 5B' 1 --- CONT. LOWER 5HT MTL FA5GIA W/ 4 ---- TO CONT. CLEAT d COPING ® I'-4 BE/EL CEDAR SIDING. 5„ ------- -i 1 SEALANT d BACKER ROD • GAP g• \\�--T. BACK SEALANT BASE CF COPING `_� I BEND •PROVIDE 54NR FOR RSEALANT TYF u RETURN. I I ` 9 BACKER ROD. PRESURE TREATED PLYWOOD It x MASONRY SCREW_ a I I I I I CONT. SEALANT d BACKER ROD COPING NAILER, ATTACH YV (�) o, �` -- COUNTER SUNK+t8 5HT MTL VERT. PTFE SUPPORT W/ CONT. 1 -ALUM• CURTAIN WALL SYSTEM. I 1 I ALUM. CURTAIN WALL SYSTEM. 5GREW5 0 I'-4"OG, ALIbN W/ WALL I I 4xT ANGLE BEI WEEN CMU WALLS I I %I -- --- I 1 5 NOS EELCW. b"rl" BE`/EL I i ® SIM. Lt -_ 1_ ��- ---Yz" PLYWOOD SHEATHING ry b" I I �`- BRICK VENEER WALL BEYOND \� 51DIN6 ON TOP OF FRAME WALL ----J i'_ .-------- _ —_ _ _—�t TO PROVIDE SLOPE. MTL STUDS KICKERS • I'-O" OG. (2) GOUN'ER SUNK 08 SHT MTL 5GREW5 4 I'-O"OC, ALIGN W/ `�_ BRICK VENEER METAL COPING @ CMU WALL y SHEET METAL COPING @ CURTAIN WALL 5 SHEET METAL COPING @ GA INS SW SHEET METAL@5HEET SCALE. 3- -0 A8.4/ S--'ALE: 3" -0 A8.4 SGA__: 3'-1'-0' °' A3.4 SGA 3 -"-C" SEE 19/A8.4 FOR ROOF DRAIN SUMP — / ANGLE TO SCUPPER"COLLECTOR STUDS, 161 O.G. HEAD DTL. WHERE OCCURES SE PLAN PROTECTION ED r - 11 I ' �-- ROOFING MEMBRANE TYP. - - MEMBRANE FLASHING ROOFING MEMBRANE 3 �-- MESH UNIT ON FABR,CATE,,, _ / FLEXIBLE FLA5HING E'TEND 2'-O" MIN. PROTECTION BD. j - � INSULATED STL MECH. CURB - 511 I, I —' OVER BONDING GEMENT ASSEMBLY. L f/ W/ 5/g" PT FLYWOOD NAILLR. STRAINER I'-O" EA. SIDE OF SCUPPER �LE/EL _ _-___ � � FOX. � 2" H15H COLLAR I THERMAL ROOFING - SHT MTL. COUNTER FLASHING g/, G ELEV. c - WCL KWAY MEMERANE INSULATION, TOP LAYER. W/ EXPOSED FASTENERS ��-- 5AEM 8 NE CO ANLL_ O'/_RFLCW DRAIN - W/ WATERTIGHT WA5HER5 -- MEMBRANE COATED BHT EDGE GUT SEALANT WHERE / TAPPER ROOFING p 1'-41' pG MTL, SCUPPER LINER, I'-OY� i' REO'D INSULATION SECTION, AS /' "Lx6Y"H W/, FACE FLASH'G --- FROTEGTION BCARD INDICATED IN FLAN. _ l,l- CONT. CLEAT W/ FA5TNER5 @ ( •. a� (PAINT) _ ' � -- �� z �� - AP C'mr-K 5HT MTL OVERFLOW CAM, L ROOFING MEMB(�.ANE - T - ` - �- SINGLE PLY MEMBRANE INSTALL W/ ROOFING 1 �; FLA5HIN& OVER BONDING SEALANT. NOT C - -- - - SYSTEM. I . -- - H - ROOFING i. •. a -•. �-- Y _ GEMENT � I COLLECTOR HEAD. MEMBRANE __ ___Z _ ____ ___ -- i (2) LAYER_ THERMAL RCOF r " INSULATION, BASE LA ER. Q I Y R� I = LAP WELD W/ SEAM SEALER -----__--- ----- - y I INSULATION I I I SINGLE FL .vOF SYSTEM - �� SINGLE FLY MEMBRANE i '..I TO STRUGT d TO STRUGT - - - - -- - DECK DEG z I BO_SCUPPER - -�_ —ROOF SYSTEM RAIN SUMP I 1 t V. �' DIM. PT. _ --PROTECTION BOARD, TYF RECEIVER i l F ROOF DECK VARIES SEE �,TRUCTURAL RJCF DECK, -PT 2.x-} NAILERS, ® LEAD FLASHING STR;GTURAL FOR EXTENTS TRAN51 TION FF'CM GONG. _ PERI MITER TAFFER A5 CONT. EDGE DEG SUPFORT, TOFFING TO MTL. CZ:K. _ - RECD TO MATCH INUL. SET IN GEMENT x D ECI<, 4X4**" 34 ® W D I 1 +' RIGID INSUL, TAPER WHERE ROOF INUL. TAFPEiZ - STL. ANGLE O 5TL DECK. NOTE: FOR POSITIVE _ = NECESSARY TC ACHIEVE MIN PROVIDE JOINTS IN VARIES _ ': ��' SLOPE. DRAINAGE TO ,RAIN ROOF DRAIN OR -� WALKWAY AS RECD. I II 1 STRUCTURAL DECK, TYPE OVERFLOW DRAIN I MASONRY VENEER d TIE VARIES SEE 5TRUGTURAL. INSULA ED DRAIN PIPING FOR DRAINAGE ' ROOF INSULATION ANCHOR AS THEY OCCUR,� WAY PAD ,4 TRANSITION @GONG. MEGH PAD ,� AIR HANDLING UNIT CURB a FROTECT1oN BD 6 THRU-WALL SCUPPER DETAIL 2 DRAIN AND OVERFLOW DETAIL _ A8.4)�NALK SCALE: 3'="-0" \A8,4 SCA-: E: 9"=1'-0" A8.4 5GALE: 3"=1'-0" A8.4 J SCA-5; 3"=1'-G" A8.4 SCALE: 5'="-O' n SST CLAMPING BAND --- �- EXTERivK WALL A55EMFLY, GROUND OR SECOND FLOOR 1 SUPPORT, TVP. ALLOW FOR MOVEMENT. ROOFING MEMBRANE CONT. i \ UP FARAFET, FUL..Y � TOP OF PARAPET --- - FLUE - SE. - MECHANICAL 2 FAN UNIT ON INSUL ST-1 MECH. \\ i'; �-;/�; ADHEARED. &ALV MTL HOOD W/ CURB W/ CONT. 58" PT { CONT. SPONGE TUBE :\ CLAMP RING PLYWOOD NAI-ER. 1 I I i- MEMBRANE FA5TNER5 AT ; ' SEALANT TOOLED TO DRAIN PERIMITER FER MFG-. i I 5HT MTL COUNTER FLASHING ' V`l/ EXPCSED FASTENERS \.��` �I I - ROOFING - 1 SST CLAMPING BAND R THERMAL W/ NEOPRENE WASHE S �� ' MTL. COPING, CONFIGURATION p I I INSULATION. GALV STEEL BOOT TO VARIES SEE ROOF PLAN - TAPPER INSUL. z SEPARATE FIFE FROM �--- CONT. CLEAT W/ FASTNERS �• FOR TYFF-5 AND LOCATIONS. f MEMERANE ROOFING I'-4"OG � /,-r \ - 'r NDICACTED OR r z ?.6 GA. EENT MTL. 51NGLE FLY MEMBRANE r -- -1_-- -- -- FLASHING PER MFG. s PROTECTION SLEEVE 4 `,. I,I I I I ROOFING p \ - REO'T• j I r \ I / PT WOOD NAILERS THERMAL THRU-WALL SCUPPER I" 1" �-A8 4 - PAF CAULK _ SINGLE FLY ROOF SYSTEM I I y I ��-- INSUL. II 5EE 6 M . I M / / z b° ROOF INSULATION 1 - d PROTEGTICN BD II FERMITER 14 MTL. COLLECTOR 2 ^ I 4 LEVEL r 1 , • NAILERS @ ROOF HEAD, PAINT Y _ _ / - PERIMITER. SING-LE PLY ROOF SY5TEI1 \ �\ O`✓ERFLOW OFF_NING � 1I -� -TT 4 � d PROTECTION 151;1 -- --- - ' DECK CONNECTION SEE 1 5 • / ROOF IN'SULA.TIDN STRUGT. ROOF DECK, TYPE A8.2 A8.2 3 1/2GALV. 5TL. VARIES - RI, R3 OR R4, SEE PLANS DOWNSPOUT, (FAINT). SEE Y0 // - - __-T� FOR LOCATIONS 1 � � I f�1 19 �CUP R I ' S � E CONDUCT R I- � „ E _ HEAD ,TL. ,5 FLUE PENETRATION_ @ROOF DETAIL EXHAUST FAN UNIT LURA (�)ROOF SASE FLASHI�iG I A8.4 S�,A.LE 1"c 1'-0" -" - 5 3„• SCALE: - - c. I A8.4 GAL°: -1'-0” AS.4 GALE: 5'=1'-0" I INSULATEr ROOF HATCH, W! INTEG-RAL FLASHING CURB, SEE SPEGiFIGATIONS C { -^- G-ALV. DOWN 5FOUT FIFE 5 - — ROOFING MEMBRANE AS=EMBLY I UFPORT BRACKET. 1 o (PAINT) - SEALANT TOOLED TO DRAIN l I BUILDING &RIO' OR JOIN - SST CLAMPING- EANC I a LINE. VERTICAL .TEFL AGGEU 3J" 3i" LACDER, WALL MOUNT, I'-6" I ROOF DRAIN, BE' FLAN FOR 'ev a" FL T BAR ED IN ROOF HATCH, LOCATIONS ' GLAV MTL- � 3" FLAT BAR VERTICAL, W/ 2 { - CCWNSPOUT, (FAINT,) �- FRE-MOLCEC MEMBRANE G^RATED RLtaGS r-G"CC. i ns. HEA HER 510E WEATHER 510E 1 FIFE BOOT y - - y - ROOF GRAIN SUMP. _ - 20 GA GLAV MTL SPLASH - - TOP RUNG OF ACCESS CADGER. a SEE �- _--= UNDER DECKSUPPORT FAN, SET IN ROOFING z '�- SEALANT. - -_- - STRUGT. A HORIZONTAL JOINT (® MTL ROOF, TYF) B VERTICAL JOINT ( 0 MTL FASCIA„ TYF) (5MAGNA DESIGN #JQ) NT5 (5MAGNA DESIGN #JIO) NT5 11 --- I - -ROOF MEM6RANE I - L_�L_V_^___ OVERFLOW DRAIN, WHERE ---------------.___-- OGGURES SEE FLAN. b„ ROOF INSULATION OVER FLOW 5GUFFER, CENTER # = RAOF DECK P 55EMBLY VARI IES, OPFING ON MTL DECMTL DECK AND KASSIM. lr -" -- - - [] ON EBL®G 2R ABOVE RCOF.,. EO E c i I �� MEMBRANE ELEVATION we. THBR 5TL. ANC-LE CEGK ECCE SUPPORT 5TRUGTURAL ROOF DECK SEE STRUCTURAL. FLAN A,T MATERIAL VARIES SEE NTS ` SLIP JOINT (cv FAR,AFET, TVP) _ 1 (5MAGNA DE:ICN #J51 N 2a DOY�Ii POUT-SND �PLA�H PAN DTA. ( fi�lfi'E P N Ti�A� � -!JETAIJ�-—__--- - (j)ROOF HATCH -- e PLAN OF DRAIN OVERFLOW- - "� FLASH INC-SEAMS-- - - -- A8.4 SCALE. /2 e - - - - - - -- -- ----- A� 5CA�_ 3"=1-0" SCALE: 1 1/2"-1'-0" -- -----_- -- - _- A8.4 SCALE: 1/4"=1'-0" A8.4 SCALE: 3="-O Revisions Date Drawing Title 19 May 2003 ROOF t Project No S ; G PARTNERSHIP R T N E S Fi I P INC NewTigard ��n A)�1 2216 DETAILS � Hall Blvd 13500 a BUP2003.00211 Consultant Project.No 67 of 125 I C i JON R. SCHLFUNING AIiITE 'TURF PLANNING INTERIORS Construction Documents ] "�'�` Drawing No a Drawn by 621g3V1f Morrison Street,Suite 200 Portland,Oregon 9720 ' QOW a �3 PORTLAND, OREGON A Jt 4 T:508..222.1917 F:503.294.0272 www.srgpartnership.com Tigard,Oregon � � Checked by �"JJJ . F OF NOTICE IF THE PRINT OR TYPE ON ANY Cr�III III III I I III III I I III III III I IIII III f h fIT I l f III I I I A,LI III III III III III III III I I III III III III III III III VIII III I 1111 I I I I I III III I I III III III I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE - I I��I_ . .I _I I I I I 6j ISI-- I 1 I I I Rl- I_ _I� I I l�L_I i �.J09L 5 ' L --__1 No.]a e' '"��"_'."' , ..._........+. ......,_.....w,.n7wieiS?:"r',....'.. IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ _ _ ORIGINAL DOCUMENT £ L B6 L1L 9jL �L 1rL S L IL L 8t B((I Lt T 4t �4l St��LT `�tt(t II��o1 ��8 Fs" 8��L �I7,1"I'Zll lil IIIIIII IIIIIIIIIIIIIII IIII IIIIIIII lllllllllllllllllll!I IIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIllllllllll111111i111�l111 lllllll Wllu 1llL� 11111111lllldu I 1 GL r„ FOR rrF!CAL NOTES SEE AVSEAM SEALER i FULLY A;HE<EG f- SEAM SEALER d FULLY ADHERED PT FLY'WIOOD COPING NAILER 4 - -- --```_ M F \ - - / MEMBRANE M MTL COPING d I 5 4 3_ EME�RANE FLASHING O'✓_,�c b" � b�� i e E GUTTER NAILER, LAP INTO GUTTER CONT. RO IN6 3" 5" ROOFING MEMP•RANE. ON PT BLOCKING. 2" MIN. MEMBRAN OVER ED6E \ - - -I" GLR FOR � � � NAILER d N. FACE 2" COPING SUPPORT 0 3'-O"oc __ _ - RCCFING MEMBRANE DN OVER MIN \ - 5TL COPING N JIO EXPANSION 8„ ---r '!1 DEFLECTION �r FA`GIA d COUNTER FLA5HIN6, W/ '' JOINTS NOT TO EXCEED IO'-O"cG. _ LE FOAM FILL AT WALL �_---- �� I �/�_._--- TERMINATION BAR. CONT COPING CLOSURE ^N'z- ��:_.. - T PANEL VOIDS. T--_ - OVER CONT. COUNTER FLASHING ~ COUNTER. _ - -4'oc CURTAIN WALL 4 SILL j _ _ SSSS_ _ _ _ SEE I/A85. -- -'� _ ® I TO STR 'GT . �� -«1ASHIh1G AT FASCIA ATTACH ' GCNT COUNTER -- --�_ � �� FLASHING ATTACHED TO _ - -T _ �-� FLA5HING d CLEAT yt - - - y TO 5TRUGT p- - �' DECK SEE ROOF PLAN Y - --- -� -- " D GK SEE RGCF PLAN ! - - - CONT. GOUN"ER FLA5HIN6 W/ ATTACHED TO MTL r1 - _ -` - �+ t I `iDNT 5TL CURTAIN WALL I __-- _ _ 1 SILL SUPPORT. j rJ --- r+ ALUM. STOREFR.0NT SYSTEM W/ - rm PANEL WALL SYSTEM. _ CONT. ANGLE CLEAT 0 BOTTOM -- EDGE, ATTACH TO BOTTOM SIDE 3„ y I ter- RECEPTOR HEAD. GOORD IN" ALL .--� OF FASCIA * I'-4"oc. PRO`✓IDE JIO EXPANSION JOINTS NOT TO �, - CONT. 5HT MTL ANC-LE &YP a - -� W/ COPING FLASHING REQ'T, X ALUM. PANE- ADHERED TOG P. _ ! EXCEED 10'-O"oc. i j GOVT. lo.9x5a" FENT PLATE BD. BACKER 0 COLUMN. (REFER SHEATH'& 5UFFORT. ATTACH �- /' STRUCTURAL 5HEATHIN6 W/ I" TO SPEC) FINISH TO MATCH a MTL GUTTER W/ NAILER TO I 2X4x3'-4" WOOD NAILER ABOVE SUPPORT FOR CURTAIN WALL / r- ��- 5LOTTED HOLES. _HT -- " - SEISMIC CURTAIN WALL SYSTEM. _ __ `� DECKING 0 2'-O"oc ATTACH TO T 5Y5- ----- MAINEAIN EE STRUCTURAL. 5 TURALJT. - - -`�� 5HT MTL WALL PANE_. ROCFI�FASCIA, d G DECKING IW 3" DESK ! I I I &L1. - 5TL GUTTER HANC-ER 0 SCREWS TO SUPPORT EDGE j --- �-5TL TRACK DEFLE:TION HEAD, 5-O"o4, ATTACH TO FASTiA W/ DECKING. _ -ALUM. ELASTOMERIC SEI5MIC JT. y '-�/� ATTACH TO BCTTOM OF 5TL (2) 3/8"x3" WOCD STREWS, FINISH ALUM, STOREFRONT SYSTEM,W/ 5ET IN CONT SEALANT. ANCHOR i, --- /e"`TI U REVEAL MOCOLU - � � I CONTINUOUS AROUND COLUMN O RECEPTOR HEAD. GOORD TO 5TL CURTAIN WALL SUPPORT BEAM. DO NOT ATTACH TO 5TL ' ?= __-_ W/ SHT M?L GUTTER MATERIAL. EMEEDED MASONRY COUNTER P F AS• NRY A % _ _ _) - 3" DIA. DOWN SPOUT 0 EA. END INSTALL W✓COPING FLASHING $ASE. (REFER TO SPEC.) 5TUD5 OR TOP TRACK. ANG^LE d TO O M _C W L� _ ATTACH INTERc OR 4 E`�TERIOIR I I REQT. I FLASHING. OVER UPTURNED SILL i' OF &UTTER, SEE ROOF PLAN FOR ROOFING ASSEMBLY, 5E_ ROOF ' � i GHEATH'G TO WALL STJGS ONLY. a^ G FLASHING. NOT 0 SIM. - - - FER MFG. LOCATIONS. ------------------------ _ � \ :p S '�- C YP BD W/ J MTL TRIM, - ' PLAN FOR CONST. PARALLEL THE SLOPE OF 5TL. WOOD NAILER ExTEND BEYOND 13 1I '�I A5 Q ia.�K� @ GLERE5 I OR"r STRUGT. BM C-�JOUTTER C� GLERF.5TORY 1 0FIN6 @ GL EFORY5TL JOISTS. ONT�51!<.L FLASHING ® GOLV I ` �/ 5 j=HORIZ. SE SMI& JT. TURN OF 5 5 5CA-_: 6"= 1'-0" AF 5 5GALE: 3 -O" 5-CA-5: 3"=1-0' A8.5 SCALE: -0 ----------- --------- VERT. NAL MF � �' GYB ED WALL FINISH,W/J--MTL -5TL WALL PANEL SYSTEM. ALUM REBS. R.NT SYSTEM IN _ ��-SILL RECEIVER I � :'� TRIM ® WINDOW SYSTEM. --- \ _--FOAM FILLER 0 WALL PANEL / 4" MASONRY REGL-T W/COUNTER VOID SPACES. _ -FLA5HING- �-� .� /r-FIEERG1-A55 BATT IN51LUATION. CONT. SILL FLASHING AT EASE OF L-I -GYP. ED NALL AND SILL. EXTECTURAL MTL WALL FANEL. 5HEARHv'NIOR SSEE STRUCTURAL. -- - _ TOM - VARIES . /'- - TO GCU'NT[R FLASHING i TO FRAMING VARIE5� SEE ELEVATIONS _ 29'-9' SE WALL SECTIONS ' GYB BD WALL FINISH. BRICK VENEER WALL SCREEN \ -- �- F- S �A NI OVER E EXTERIOR D L. NALL WRAPPANCLS v / CONT. STUCCO REaLET 4 ----HEAVY GAGE _TL TOP TRACK, � I t'EEYOND, NOT 0 SIM. \ \ _HT, l'-17L TRIM W/CONT, BACKER .�- FLA5HIN6. D_�IGN FOR WINO LOAD,D, FRO \ \ \ I `- --1-"HEAR WALL 5n-ATHING SEE \ VL' HEAVY ANGLE CLIP 4 ATTACH, RE6LET d COUNTER FLASHING L!F ADYE E ED TO TOP OF !�`` \ COLUMN. PROVIDE KICKERS 0 ��BELOW. ASCNRY VENER. x4 PT NAILEF hTTACH TO TOP I 1 ) STRUCTURAL FOR RE'O'T,J. ^/ NT. MASONRY REGLET IN s S, Sim. 1 GO F CMU W/ �(a x_ MASONRY --�_ p BRICK VENEER 0 14'-3" AFF.,NOT _CREWS I'-4" oc --.063 ,4LUM. PANEL ACHEREC TO 1��_ +!`-ExTEND ROOFING- MEMERANE UP EXTEND RCOFING MEMERANE UP ALUM. STOREFRONT 6LAZIN6 1 0 SIM. TRANSITION TO STUCCO WALL, TO TERMINATION EAR. - WALL, TO TERMINATION BAR. SYSTEM. RE&LET BELOW SEISMIC JOINT, ONT. BEVELED CEDAR 5IDIN6. APPLIED STUCCO R,EG--LET NV ---PANEL. JOINT - UUTT JOINTED OUNTER FLASH. I �- R00FIN6 A"SEMBLY 5EE ROOF S Z EUILT-UF 5TL STUD SECTION,(2) R _ PLAN_ FOR TYPE. - S W FINI�N W TAPED JOINT_ _ G E I _- OOFIN6 MEMBRANE CCNTIUOUS I / 5TL STUDS W/DONT. TRACK TOP d - �- 0 TOP OF CMU WALL, W/ D - --_- - %- STEEL COLUMN - SEE 5TRUGT. BOTTOM. ATTACH TO WOOD + ERMINATION BAR. I DWGS. -- / DECK. NOTE FASTNERS NOT TO - - i j __ _______ ___ CORNER BEAD ® G'YF. EDGE, TYP. EN17RATE NOCD DECK. �+ OF ASSEMBLY, HEIGHT VAR _ 5TL STUD FRAMING AS REO'D FOR �' - ----�__-: IES WINDOW GRAVITY LOAD 5T6N Dc�IGN TO CARRY WALL d _EE ROOF PLAN A2.3. r- BA-KING - - JOISTS. - - TRUGTURAL DECK !,,y FINISH WD. NAILER TO MATCH WD. DECK TYF. yam/ f.i ROOF ASSEMBLY �\ \ WALL SEE PLAN FOR - i•. i f d PANEL JOINT - EUTT JOINTED a SEALANT d BACKER ROD. - LOCATION. / \\ - --- t / SOFF'T ABOVE - -_ \ /�\ EX WDLL PANE. CORNER. TRIM, RICK VENEER. � � � � EXTEND BEHIND GLAZING- SYSTEM � , 2" MIN 0 JAMES SHINGLE OVER SILL RECEIVER. ,g HOR Z. SEISM IG JT. @ CURTAIN kNALL � �_8' � \ - DOWNS-OUT WHERE GGGURES, SE= S A8.5 SCALE: 3 -G ROOF PLAN. 063'1 ALUM. PANEL ALL FOUR EXPO"ED WD. PECK TYP. SIDE5, 2 FIECE5 _ LINE E MTL ICK C ABOVE. TAIL BASE FLA5H IN6 Q CLERESTORY BA5E FLA5H IN& @ CLERESTORY YELL PANEL C 5T0REFR0NT_ GASKET ® BRICK CAVITY SEAL, 14 SLUM. CORNER PLAN DE 10 6 - -- ' ALIGN N/EXTERIOR FACE OF A8 5 5GA-E: 1 1/2" = 1'-0" A8.5 SCALE: 3"=1'-0" A8.5 5GAL.E: 9"=1'-O" A8.5 5GALE: t -- -� SEISMIC JOINT. CONT. �-EXPOSED SHT MTL 56REW" VV - FOUNDATION TO TOP OF WALL / NEOPRENE WASHERS ® I'-4" OG. a --_---- --- -- BRICK VENEER WALL SYSTEM. z / INSTALL IN OVERSIZE HOLES TO t ALU". CURTAIN WALL _Y_aTEM i q w O ALLOW FOR MOVEMENT. SUSPENDED CEILING BY FUTURE OL J / SHT MTL COPING W/STIFFENER ALUM. ELA5TOMERIG 5E15MIG dt v BRACKETS 0 3'-O" OR A4 REQ'D. i j TENANT,NIG. ALUM. CCPING, W/ CONT. _ JOINT. SET IN GOT. SEALANT. 4" 2, PROVIDE SMACNA J5 EXFAN51ON ; / CONTINUOUS L5X5 SHELF ANGLE ROOFING MEMERANE OVER TOP ANCHOR TO ALUM. CURTAIN WALL JOINTS 0 10'-0"OG. I WELDED TO STUD FRAME. OF PARAPET d DN FACE TO - SYSTEM d CONT. 5TL. ANC-LE. / FINISH TO MATCH MTL. PANEL OVERLAP CML'. LIOUID APPLIED WATER.FROOFIN&. / CONT.4xb 5%, ANGLE, WIELD TO WHERE EXPOSED TYF /TOP PLATE TAB. CONT. ALUM. CLEAT ATTACHE- 0 i /,// NAILE, . I'-4"oc TO 100 CD GOP IN b =ry TTOM G BRICK F RI K -- �NBB� GE pF PLAN cv % Ij - BUILT UP STUD HEADER SHGWN - _---- --- a TO VENEER it li BEYOND FOR RE, ER.ENGE. Ir+ +Ik - - '� (2) PEIGE ALUM. BREAK SHAPE 1- v 5EE SECTIONS - ' SEISMIC COVER. ,ATTACH TO DIM I COLUMN WHERE OCCURS. (REFER Q ~ - POI NST 1 I TO 14/A2.5) =,.r - ALUM. SUFFORT ANGLE d VERT. - r MULLION W COUNTER SUNK I I _ ^^ _ - I I AND SOFFIT W/FINIS- FASCIA �- SHEET METAL WALL PANEL, W/ -- �I 1+ FORMED ALUM. PANE 1 \ MFC. STANDARD TRIM ON ALL I I I H TO „ MACHINE SCREW_. I �, I I �- I Y" FT FL-WOOD -:CPING NAILER, Ixl ALUM. ANGLE ATTACH W/ TRIMS. EDG�o. -_-- - \ ' ,,,_ „ I I I L__ / MATCH CURTAIN WALL 5Y5TEM, I PROVIDE BLOCKING A_ REG. \ ON BEVEL SIDINGS. _ .. -- , r ' PANEL +?. 1 Y EFOXY ANCHORS ® < C Or, TO 1 ! - CONT. ANGLE SUPPORT, T eHAFE I BJTTGM MT BRICK VENEER. --_ __----- ----------- - I I `-� SUPPORT WELDED TO PTFE VERT. --- ------ ---------�- ----- -_-- - 1= ; BRICK VENEER, LEE ICE/A9.2 �, BOLT CONT. COFING SUPPORT --- \ y FOR COUR51NG '' I ` ANGLE TO EA. VERT. SUPPORT. - �, -- - s/e F' REVEAL MCLDIN& s(a"x3" MASONRY SCREWS 0 PEC) I I < GONTINJOUS AROUND COLUMN, OG STAGGERED. o 5'L. PIPE COLUMN WHERE ! I 5TL. END PLATE,TONT WELD TO U- i ALUM. PANES ADHERED TO GYP. NEOPRENE D 5HT MTL SCREWS W/ GGGURES. SEE PLAN FOR I 70P OF PIPE VERT. FOR NATER, NEOPRENE WASHERS 0 I'--}" OG. LOC ATICN. I -�._ _.- TIGHT CON5T. I �-- VERT. PIPE SCREEN SUPPORT, SEE j -- - ALLON INSTALLIOR MOVEMENT.N OVER5i- 5 O I BD. BACKER ® COLUMN. ?N �1 _ SHEET M ETOL MG4� SCREEN FLAN FOR LOCATIONS - - - ,9 \/ERT. 555MIC JT. @ ! ALL 15 i �- (REFER TO "FSG.) FINISH TO ' MATCH CURTAIN WALL SYSTEM. A8,5 5GALE: 3 -0 A8.5 5GALE: 5"=,'-0" SHEET METAL COPING @ GM'IJ YVALL --BFaICK VENEER OVER 9" NOM. 7 1ylET,�L PANEL HEAD COLUMN 3 NOTE: SEE 20/A8.6 FOR BRICK CMU STRL'CT. WALL SEE FLANS / - CMU EE.ARING WALL IAV BATT FOR LOCATION. / IN5UL.,VAPOR FARRIER. A8'� �"''=' ° 1'-C" A8.5 COURSING A a^ � 6A5KET ® ERIGK CAVITY 5EAL, `�.� - - FROVIDE BUILT-UP 57LD ALIGN W/EXTERIOR FACE OF �` HEADER, 5HEATHIN6,AND ---------�- - -- �� '�. I ELDAP ® CURTAIN WALL THRU WALL MASONRY FLASHING. SEISMIC JOINT. CONT. G WR HEAD AS SHOWN. MA50NRY WALL, 5EE FLANS f +, FOUNDATION TO TOP OF WALL. .� ; -WD. ROOF DECK FINISHED A" �-- FOR LOCATION". PAINT WALL BRICK VENEER WALL. I SCHEDULED. -- I ABOVE REGLET TO COPING. DULED. CAVITY GUARD: PROVIDE - MASONRY RECvL T 1 50LID ERIC UNIT, FIG-D GU'• TO -- ---- - _ LOCKINS ONN 15'-4_, -_ I CAVITY GUARD WEEPS AT � _ RE'I�✓E SEISMIC JT. LAYOUT ✓ T - FINISHED TO MATCH BEYOND - - -- - MA-O CL � �-- HEAD JOINT AECVE --�-�--` IND '• '•' ANGHCR5 TO AVOID COURSE W/ ` - �� C NRY RE- I BELIE`✓iN& ANGLE ® 36" O.G. HEAD JT ADJACENT TO :EISMIG - CEILING. S.Xo SHELF ANGLE WELDED x MASONRY CURE JT. TO 5TUD5 WITH KERFED - - - - - - I - R' - `� _ S WD. ELOCKINC- FINI"HE^ TO HEAD JT. ® ADJ ICK COGG RAE. ERIGK d FLFXIELE FLASHING- \\ \_ I I - MASONRY REGLET INSTALLED IN �- FROM BLDG WRAF ABO'/E TO MATCH WD. CEILING. T +(, \ LINE OF Ar1C.K6 RT WALL r- - BRICK VENEER WALL W/GOON, S r + ----- LIP OF ANG-LE __ _ / F i MASONRY R,.GLET INSTALLED IN + ----+------ ABOVE. ( _ I Y4" 5TL. PLATE GUT TO FIT C---'-- LASHING. L CMU WALL W/ COUNT ----------------+ -- ----'<--- -- A -- - - -- AROUND GTL. SEAM IN 2 PIECES STRUCTURAL i + SQUINT ORNER', TYF. ) I METAL PANEL FASTENED TO -_ i i �" Z-CLIPS ANCHORED TO 5TUD AL SHOT VN. RECESS PLATE Y" iq FLASHING. ', ( ♦ +, IxI A ANGLE ATTACH W/ j FRAMING; PROVIDE CONT. FROM FACE OF BRICK, ROOF MEMERANE OF WALL TO + EFO. Y ANCHORS 0 2'-0" OG TO TERMINATION BAR. - -_- / &LIF AT BOTTOM AND WEEP FROVIDE CONTINUOUS y4" AES. BRI '✓SNEER. -- I HOLE AT EOTTOM OUTSIDE WELD TO BEAM. FINISH TO J FACE OF VENE+e ,� ; OF SEALANT JOINT;PROVIDE --- MATCH 5TL. BEAM, TYP. (STEEL ROOF MEMBRANE UP WALL TO 1 - o -T i _CALN, AND BACKER AT ALL "' -- SEAM _L C VARIES. REFER TO -- -- - - TERMINATION BAR I" SEE FL ANC r _ T a-_ ti_ :. ' va z PIPE COLUMN JOINTS - - STRJGT) r -_ -_ �1 -RGOF A55EMELY SEE RCC? I WHERE OCCUPIES. -I.5. COLUMN W/ 5TL. PLATE n SUPPORT - SEE STRUCT, --- r PLANS FOR TYPE. `` -ALUh1, STOMERIG SEISMIC JT. - CONTINUOUS EALANT AROUND -a---- 7. ��- VARIES ,� ROOF ASSEMBLY SEE ROOF - _ 5TL. FLATS TO MATCH BRICK P _ RA- L EEK�- _ PLANS FOR TYPE. LINE OF ROOF Sr-ST IN G ANT SEALANT. ANCHOR r�<- __- � _ TO MULLION ,� - d ` TC OF STFw'7U C + MORTER TYF. LEVEL MASONRY CURB # SCREEN { P COPING TO ALUM. GUcTAIN WALL SYSTEM r / I -�J LL ERIK VENEER ABOVE.- \ d SOLID BRIZ7€ ER UNIT. L', = f_ GLAZED ALUMINUM CURTAIN BRICK GOUR"ING VARIES, rS•UFFORT�('') CONT •4 5AR,-7 NL d (2) PIECE ALUM. BREAK SHAPE WALL W/ 3" GAF AND "' I REFER TO INTERIOR ELEV. - MASONRY WALL j EPDXY J ANCHOR BAR: 9 17 ALUM. CURTAIN SEISMIC COVER. ATTACH TO W" T-ANCHGR FA5TENEC TO _-- i. .•. WALL SYSTEM, - ALUM. SUPPORT ANGLE, d VERT. --- ---� BUILT-UF STUD HEADER BEAM INHEIRE MULLION W/ COUNTER SUNK ..-- _ S lo" 10GCUES, SEE T5TRUCTURAL. � \ MACHINE SCREWS. ... -- GWP CEILING FINISH - 5EE -- _ SSSS �� \/ RT. 5 ISMI�. JT. 16 SECTION GMU/CURT IN YV L1.� HEAD 12 ESCUTCHEON PLATE @BEAM/ YELL 8 MA50NRY-REGLET BRICK VENEER 4 MASONRY_REGLET-@ CMU tl E E @ A%N6LE YNALL_ A8.5 SCALE: 5 -C -- -- - A8.5 SGA__ 3' _ '-v A8.5 SCALE 3 = 1-C A8.5 SCA-E: 3=1-0' A8.5 SCALE! 9 ='-C Revisions Date Drawing Tile 19 May 2003 SEISMIC/ROOF SRG PARTNERSHIP INC � Tigard �� ct*NO �EDA�C�i Pro�e2216 New 2216 DETAILS Hall Blvd.13500 Coasulgat Project No BUP2003.00211 JON R. SCHLEUNING � xxxx e8 of 125 ARCHITECTURE PLANNING INTERIORS Construction Documents n Drawing\o t �_�_. '-"a Drawn by TRG 621 SW Morrison Street,Salle 200 Portland,Oregon 97205 �C f� PDf21LAN6 DREGON �� Checkad by Ti and Ore on A8 . 5 T:503.222.1917 F:503.294.0272 www.srgpartnership,com 9�► ^�� SMH !� OF NOTICE IF THE PRINT OR TYPE ON ANY 1�r III I�I III ISI III IJill SI I IIISI 1 1_1_I f 1 ��IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 -- -- _ � t IT IS DUE TO THE QUALITY OF THE No M ORIGINAL DOCUMENT �I III �I�III�I II►�►��II►��IIIII I��I � �I ��Si � t 1F1111111111 lL111�811111111 11611llll1►�L III I�"1111111111111111111111 111161�1t X11 � ��L11111111111Tt t1 �� 8 I �8 I L �9 �9 �i►�� B E t uw ��I��Illl��llll� -i►l�ll�l►1�IIllW11ll1lll1Jlll-� �11�1�1► 9 CX-5) I &.. 10�.AN :)IH. X.2) \ ii,-o%,, PLAN DIM. PL�N DIM. > T PLAN DIM. PLAN VIM. EO. E0.1 EO EO. Co. t6 4 2 A3 4 ILL- 16) �A 4) U- iL T O.M. T.O.F. <A3 LL LL U- .......... 7........ ... . .......... ............... ...... . ....... . .. . . ...... . 777-1 ... .. .............. ................ ExTENDED,MULLION LAP I--,- - -.....- -4- F- N CAP �-X-XI ............... %XT ...... .60t�*&4 .111.1.1.1.1.1.1.1.111.1111*.,.I..... ... . ............. . ............. 11 J: ............ .... ..... . ............ . . ...... . ... ....... .......... ......... ...I...... �i:::. *11 7.1.1-:11.1.1...1.1.1.7.1.1.11 - - I ...:......................... . ...... ........ ............I............... . ..... ........................... . .......................... .. .. ....... ......... ........ ............. . ...... ..... ............... .. .... ... .. ........ ---------------- Ex7ENVED WLLION CAP ON CAP EXTENDED MULLION - 771, ------ fY EXTENDED "ll-LION CAP CORNER OF EXTENDED MULLION GAP A8.3 CURTAINNALL 1� A8.3 7rE ft E rTJNQED MULL CAPS- CORNER OF EXTENDED t.ULLION CAP IF MULLION r, AININALL E\TENI:)EL, 1, AP CURT 7 5E15M ; JOINT AND (;C\/ER I EXTENDED MULLION CAP EXTENDED MULLION CAP 19 q r Tr, JL AP 5 WIND TIE 6ETNEEN—// hll\11�' TIE EETiAEEN ix-,;E�EED KLLICN CAP EXTENDED MULLION CAP I FLOOR BLAB 4 - I I /—,-\ . -, I� FLOOR 5LA5 41 5AW A8.3 6 CURTAIN NAL, 5TL. CURTAIN WALL. 5TL. "Oe BENT PLATE MI-DED BENT PLATE WELDED Typ. ryp. TO SLAB EDGE. TO BLAB EVC-E, 18 7 4 A8.8 I N A8.3 ! A8.8 i A8.3 M. 1.05* CORNER t SI SIM.105' CORNER 71 NOTE: VERTICAL DIMS AND DETAII-5 — VERTICAL WILL. 5TOFFd AT TrP. FOR 7 CURTAINNAL� 0, R, 5, i DOOR HEADER. PROVIDE % 5UFFORT A-B REO'D N AND T. EXCLi*TIONS NOTED. ---------- - - - - - - - - - - - -7 - - - - - - - --f - - - - - - - - - - - - - - - - - - - - - - - - - ---7- - L- - - - - - - - - - - 7 - - - - - - - - - - --- - id 0 0 NEI L CORNER OF CORNER OF CORNER OF CORNER OF CONC EALED AL70 CURTAINNALL SEISMIC JOINT—/ CURTAINNALL CURTAINNALL CURTAINNALL DOOR OPERATOR SIM. AND COVER CURTAIN �NALL G CURTAIN AALL R CURTAIN �NALL 5 T CURTAIN YNALLT \1�1 SCALE: 1/4' 1'-0" E.;A 5CALE: 1/4"z 1'-0" Tr— &LA55 TYPE I :2,-10%* . ............... N5ULATE01 &LA55 ........... ....... TYPE 2 ................ . 3) .................... <A3.6 X T.O. STRUC. PECK VARIES 5E= RfCF PLAN .............. ........ ............... q .......... ....... ................ ..... ............... INSULATED 5TRUC,. vECKIN6 ....... C-LABe 0 z .... .... ...... ...... TYPE 5 ........................... . C; A8.4 P. LC ii-il T.O.M. BE/T 04- [BE Z�:fl T.O.F. %... T 5PICr, \/ENE=-Fz NATER REPELLENT 10 . .............. .......... ....... A8 2 10 10 AB ............... P.\ Typ. (A ....... ... O CRIPPLE MULL. CONCRETE BEYOND ............ .......... ............. b . ............... T.O. 2ND FLOOR +1 . ............I.......... ....... FACE OF BRICK fY VENEER B" MI'LLION CAPS . .......... ......... ............. ......... ........ ........... . ....... . .... ... ...... .......... ........ .. .. 13 ........................................ ............. .................. ....... ..... .. ....... ............. I...... ....... T.O. MU AS vt:-- SECTIONS�.2 T, No-1 E" FORMED ALUM. PANEL I. ALL &LAZIN& TO BE O FASCIA AND SOFFIT N/ N\1 CURTAIN WALL SYSTEM FINISH TO MATCH (A)�-8 UNLE55 N071-.� OTHERN15E. NOTE: VERTICAL CURTAIN NALL FACE OF BRICK \/L*,'E=-R SEF S-FEIL5. '�PEN TO LIE DIMS AND DETAII-5 b TTF. NINPON5 UI AND -,ENTR�,/ 2. HORI--0N7AL DIMENS-ION5 U-'. EXCEPTICN5 ARE FROM CENTERLINE OF X NOTED. MULLION TO CENTERLINE Or CORNER OF CORNER OF MULLION UNLES-A OTHEF�UNIBE NOTED. CURT-INNALL c,URTAININALL CONCRE—iE. STEM COisS'RETE 5 VERTICAL AL DIMENS-IONS- 6RAVE BEE 57RUC. A8.2 FACE CF FACE Or ARE FROM TOP OF MULLION �1 T.D. SLA__ Cv'rf . ED. WALL L BRICK WALL TC SL 45 J� MULLION UNLESB — WALL - 5EE STRUC. STEM WALL - z Typ. TO TOP Or GRACE OTHERWISE NOTE-" 4. ALL CURTAINAALL FRAMIN& MULE ONS 5TAARD '7-Y-," CURTAIN Y4ALL U 1 CURTAIN Y"iALL U2 rw--� CURTAIN �NALL V MULLIONS E,\CEPT WHERE � NOTED OTHERWISE �Al I.// 5'-A-E: 1/4 -0' A 5CAL-E: 114" SCALE: 1/4" 1'-0 Date Drawing Title Revisions 19 May 2003 'A*I'.\+DOW TYPES / Project No -IONS 2216 CURTAIN WALL lL-:LEVA'l SRG PARTNERSHIP INC New Tigard Lib-r- ary consultam Pro,iecl,No Hall Blvd.13500 5� JON R. SCHLELINING XXXX BUP2003-00211 C4;4- Drawn by 69of 125 Drawink:,No Construction Documents ARCHITECTURE PLANNING INTERIORS mm EDD PORTLMD, OREGON Checked by 621 SIN Morrison Street,Suite 200 Portland,Oregon 97205 Tigard,Oregun A 8 6 6 T:503.222.1917 F:503.294,0272 www.srgpartnership.com 0 F NOTICE IF THE PRINT OR TYPE ON ANY 1111111jill ll� 111111111 Jill Jill 1111111!11 1141 L ' i \ � \ li i 4 8 IMAGE IS NOT AS CLEAR AS THIS NOTICE, J94 t- N.10 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT F111,111111 gtillil L 11 F1111111tIll 111111111 1119 111 Jill III '!1 11111,1111 11 .1 11 1 �I tul 1 11111 11�1111 11 ill lie, 11111�.Iili Ili Il'JI'ilV,,] Tio, ilull 11p,11,11 f F 7\ A18 E 4 8 eA3' ,7 "0 yAh A�54, T T AS 1 r2O-� I AS--_ Typ ------------- 4 L 111111L IIIIINII 3OX a 9 5 - 1/4" CONT. BENT PLATE STAND'G SEAM METAL STAND'& 5EAM METAL / ROOFIN& OVER ROOFING OVER ' WATERPROOF M5IE!RANE WATERFRC.)F MEMBRANE I 14 / OVER FWD. 5HEATHIN6 10 OVER PV`f;?. SHEATHIIdb Aa.7 4,8.7 1" H X 5"D ALUMINUM LETTERS _ __-- �--- Al STUD BY MANUFACTURER —_ METAL ROOF ,-,C:KING - METAL ROOF DECKING BOLTED TOYp" STEEL PLATE. PAINT. FLANGE A5 RL'Q'D W 8x10 BEAM - COPE Y2" PLATE BEYOND 6 I'-10" O.G. • �\ ------- -moi— --`--_ � JOLTED TO Yo°PLATE AND BEAM. 5TRU'CT. 51LICONE SEALANT I -- ;_�j - I / PAINT. I` _----- _ W 8x18 BEAM - PAINT / --- - I WT 3 x b FRAMING - PAINT - I I - WT 3 , b FRAMING - PAIN? - r -- STANDING SEAM METAL ROOF'S SYSTEM I r- 5 5 !- - I__ - I_- r -- \ �- 5/8" PLATE - PAINT 7AND'G- EP.M MET.+L cOCF a ___1---1 � �_�-'-- __-1-_-- `_-- _ � OVER WATERPROOF MEMBRANE OVER AS EMBLY - PWD 5HT 2^" IS" "CANOPY" METAL DECK'6 - PAINT - " SEE DETAIL I/A81 FCR TYF ! ` �► ' FINISH BOTTOM (EXPOSED TO VIEW) CANOPY RCCF'S A55EMELY - N I/-�" BENT PLATE x O'-->" 2" 1 `-- - 2 x 2 x I/4" ANGLE x 0'-4" _ 5/I 9 SIDES TYP. SIDE I -WT 5ECTION - SEE '=PEGS FOR EA. SIDE OF WT W/ l21 1/2" Er. SIDE OF WT W/ (2) 1/2" / 5 - -- DIA AF25 BOLTS VIA. 4,325 BCLTS I -�----�'-' FINI_H Y P.T. WC. BLOCKING ATTACHED TO CONT. ±I BENT PLATE W/WD. 5CREW,o Ib" O.G. RFiN. SMT. MTL. PLASMINS - I i �; LENGTH OF CUTTER - SILICONE FE , - m --- -- -- - - -T H55 4 x 4 x I/4" L SEALANT TO HORIZ, MULLION I yI 1/4 i FREFIN. 5HT. MTL. FLASHING - "y! LENC-TH OF GUTTER 3/8" PLATE - \`- (2) 6OLT CONNECTION PER X/A8.1 N � DOL'ELE FREFIN. 5HT. MTL. GUTTER, INTERNAL &LITTER SLOPES +- 2" _ I - 3/8" PLATE x 4" Y%'(2) 1/8" 3/£a" PLATE x b" x 1'-0" W/ METAL DOWNSFOUT SCREEN DIA A525 5.G. BOLTS (.! FIELD BOLTS A5 REO'D W 8 �: 10,COPE FLANGES � iy I/4"x1 1/2" GALV. &UTTER STRAP - 4,5 REO'D - 1„ 4„ -- PREFIN. SMT. MTL. FAS IA YV/ LAP PAINTED. CONNECT TO EA. WT -- H5 5 6 x b COLUMN - PAINT JOINTS • 10'-0"T. MO.G. SECTION, LENGTH OF STRAP WILL W 2 x .-� BEAM - PAINT (2) BOLT CONNECTION PER VARY 120 6A. 3" SOUARE FREFiN. 5HT. MTL. I/� H_� b x b COLUMN - PAINT L- X/4,8.? BENT PLATE T CLEAT ATTACHED TO DOWN5FOUT, SEE DETAIL 15/4,8,1 --- -- - �^ �' FOR D SPOUT STRAP GONNELTION 0/6" PLATE x q" x bf + I" - CONT. BENT PLATE - ATTACHED TO CURTAIN WALL ALUM. SYSTEM W/(2) ERECTION BOLTS AS W 8 BEAM - PAINT - METAL DECKING - SEE STRUGT. I ! REO'D I W 9 BEAM - PAINT r - - WT SECTION - PAINTED G_JTTER DETAIL @ BOUTH CANOPY ,3 CANOPY CONNECTION 9 CANOPY CONNECTION 5 COLUMN CONNECTION @ CANOPY _ RAKE DETAIL 5OU7H CANOPY a_ ALE: 3 ="� -- ^- 4,$J SGA_=. 3' = 1'-0" 4,8.7 SCALE: 3' -O" 4,8.7 SCALE: 3 = !-a �AS� SCALE: b : 1' ------- --- -- -STANDING SEAM METAL ROOF'& SYSTEM OVER WATERPROOF MEMBRANE OVER PWD, 5HEA TH'G -- - 1.5" "CANOPY" METAL DECK'& - PAINT - P. 5/16 / FINISH 5CTTOM (EXPOSED TO VIEN FLANGE TO SIDE I/a WT 3 x b FRAMING - PAINT TOP PLATE 5/16 W 8x10 BEAM - PAINT // P.T. WD. BLOGKIN6 ATTACHED TO CONT. -- - / W 8 BEAM - PAINT I/=� / j / BENT PLATE W/WD. SCREW ® Ib" O.G. i 12 — — I/=1• � i/ I � i _._ / 2 x 2 x 1i4" ANvLE x O' 4" _ 5/16 5/16 EA. SIDE OF WT W/(2) 1/2" - FLANGE TO i 3 SIDES, 5�� r,r,�. - DIA. A__5 BOLTS ��_ TOP PLATE S/I6 �/ 5/16 \ TYF. 3/5" x 4.5" x 0'-4.5" PLATE H55 4 x 4 x I/:}" FRcFIN. 5HT. MTL. FASCIA W/ LAP I j H55 bxb COLUMN - PAINT GO1NT. BENTPLATEATTACHED TO METAL DECKING - SEE STRUCT. HSS bxb COLUMN - FAINT 1/4 3/5" PLATE x b" x 1'-0" W/ 20 GA. CONT. CLEAT ATTACHED TO 1� (2) FIELD BOLTS A5 REO'D BENT PLAT, � - 3/8" PLATE x b" x I'-O" W/ -- (2) FIELD BOLTS AS REO'D I WT SECTION W/DOPED ENDS - SEE �. I/4 I SPEG'S FOR FINISH CURTAIN WALL MULLION 14 CANOPY CONNECTICN 10 CANOPY CONNECTION B COLUMN CONNECTION @ CANOPY 2 EDGE/EASE DETAIL - SOUTH G.ANC�P'r` II II 4,$.7 5GAL=: 3' = I'-O" 4,8.7 SCALE: 3"= 1'-O" A8.7 SCALE: 6 : 1-0" x - 4,6.7 SCALE: 3'= 1'-O" �-- 1" H X 3"D ALUMINUM LETTER SQ. SHTMTL. DOWNSPOUT / A/ STUD BY MANUFACTURER II II FINISH TO MATCH GUTTER II II DOWNS'OUT TO TR,AN51TION FROM 5„ H55 6 X 6 STEL COLUMN - PAINT BCLFAINT SSTEELED DPSATE. PLAiC. II II ` 50. TO ROUND HUB RIM, FRICTION FLUSH TAMPER - PROOF II II 5„ _I _ FIT. FA5TEN['Z/ANCHOR, -'- -- - __ / i -- y2" PLATE ® I'-10" O.G. BrJLTED II II CLEANOUT GAP TO BE FLUSH WIT1• FA5TE►4 TO VERTICAL I �` TO Ye" PLATE AND BEAM. PAINT. I / I MULLION II II - PAVER 0 3•i4" PLATE X 12" X I'-O" W/(4) 3/4" I I PA,/ER - SEE LANDSCAPE DIA. ANCHOR BOLTS I 1/4 I I I W DxI5 BEAM - PAINT 5/6" PLATE - PAINT \ � I ►►5 BARS ® 12" O.G. � F I I�11 W 8x10 BEAM - -/ I _TORN DRAIN LINE - SE.. CIVIL / _ (3) ►r5 BARS x CONTINUOUS. I 2�„ 1 \ 1/8" STEEL PLATE DRILLED TO S -_ •�'-- (� ACCEPT FLUSH FASTENERS - COPE FLANGE A� _ / 5/I 3 SIDES IYP. REO'D FINISH TO MATCH DOWNSPOUT/ _- � 1 / &UTTER a . 0 .I' d p > 1 —III—III-_ , •4 • �V • I Ib &A. 5iEEL STRAP - FINISH --- -i—_ 1=! - TO MATCH DOWNSPOUT/ , —I — E---I I —I GUTTER . .a• • •+ •'I' • + .• n !7-� _—i _ °� it i it it- t tl 19 DO►'VNSFOUT @ GRAIDE DO IBIFOUT BRACKET DETAIL g �A5Sx 4"O (2) ,/8"_/ �- 3/8" PLATE x b" x 1'-0" 4,8.7 SGA-=. 1 1/2' = 1'-C 4,8.7 SCA_=: b' = 1'-G 4,8 7 -,�- - 2-O„ .-- S.G. BOLTS \�- (2) FIELD BOLTS AS REO'D H55 6 x 6 COLUMN - PAINT _ — � _ CONNECTION @ CANOPY x.51- 4,4.4 14--1. - - x.5 0� f: 4,8.7 OOT I NGS @ CANOPY COLUMN ,8-) COLUMN= .-' �� 1011 w DOWNSPOUT =1-- ------------ --•-- ---------------- ---- ------ 6U1TR L-----•-------- --I----- ----------- ----- - -J 2 4,8.7 W 9 x 24 1 I - -- - -------- ----- H55 6 x b COLUMN A8.7 -1------- ---- -I I -- ---- --- �- --- - ------ --I- I _ _____ _ __ r !- _ - ---- - - - -- -- -- - - --- - -- -- - - -- - --- - - ------------- - --- -- --- --- - - -- --- --- I-t----- ---- - --r r-- ----- -- --- - - - - -- -I r------ -- -(- 1 ------- - --- 3/4" FL47E X 12" X 1'-0" W/(4) 3/4' - ----- - - - - - - - - - - - - - -- -- - I I I I I I 1 I I a -/ II ; 1 I T_ bxb DIA, ANCHOR BOLTS I I I I I I I 4,8 7 I I C OLUMNE, I H- - - -_-_-_—__- _ ._ --I I -- - 'I 4,8.7 7-Tl III I I I I 1 III I I i I (4) EA. f 7 I/4 / \ I - #5 BAR I I I I � I I __ __ _ W 8 x 21 ___ _ - - ----- \ 754 x4 - O I I I x I I � I � x j j x, I I lO O _ 4,8.7 _ �_ TI I I I I ---- - '� I I � FOOTING I I 1 I ® FOOTING COLUMNS I I i i I I m III to 1 I m 9 tt1- pl m .fl p1 1 (4) EA. I d ►- 4,8.7 I t co „ - TS 4 x 4 8�" 8 " II " 5 " 1 1 " 1 I � (3) a5 BARS, EXTEND 3'-6" FAST I I I GL. OF COLUMN, TYP. xl I m m m m xi I T5 6 x 6--� I I qB•7 I ' 1 I I COLUMNS I I I I 6 8 b 8 • AI I �I I COLUMNS I I I I I I (5) EA, 1 - Yr_8 x ,21 %r �� _ ___ _ _ pC - - (4) EA, j„1 - I - - -1 --a-I - - - - --1 I I , :_ _ _ -- -- J i -- ;."- -.-- W 8 x 24 --- ---- I ♦� I ♦ J a -�--i- +I ' o a r ° 4: I -1 --- - _ _ -_ - -- ---- -- -�8 x 18- - - -------- -'-t LSI- --- -I - I 3 '.� ' • �A. I .a _ -- - --- �� .. _ U -0.7 � 0 -a- it _ _ a . + ' a + 43' S0. c4, !IL ----- - ---1 I _ 4 . - ---- -•-- ------- --I- j ___-'-- - ---- 4,8.7 q 1 _l DOWN5POUT -� t I I I I I ' .. 4• 'I wti I GUT"ER - -- Q 8'-O. I I I I 1 5 ': -•_.' - - .� _ e,_ e - ' - _ --- -.... ------ --- -- b. I I t 4,8.7 A8J a in - — ---- _ I I 1 1 24'-O" ii - -- 11/2" _ _ , I 14- --- - ---. _i�. -- -- - - -_ -' --,� STANP'& SEAM MTL. a00F'G ON 13 ALUMINUM LETTERS - �_______________ 10 1. WATERFROCF MEMERANE CN FWD. \ SEE EXTERIOR (X' ,G 3 2 5HEATHING ON METAL PECKING ELEVATIONS �_ ; 4,3.4 �- 5TL. PLATE 20 -NLAR�ED NORTH CANOPY FLA;N - ALTER_NATE NO. 1 16 ENLARGED GANOPY FLAN Ag' g FOOTING? @ CANOPY COLUMN A8.7 SGF iii = 0 A8.7 5GALE: 1/].' = 1'-0" 4,8,7 5GALE: 1 1/2' _ -0 - -- - - Roislons Date Draµ,!g l isle 19 May 2003 3 EXTERIOR DETAILS Prn;ect\u 2216 00211 aRG PARTNERS y ! P INC Tigard Library ��' AR`�r 125 _ Co r.au:!am Project No JON R. SCHLEUNING � xxxx ARCHITECTURE PLANNING INTERIORS Construction Documents , ' DtaHnby Drawing No 621 SW Morrison Street,SUlte 200 Portland,Oregon 97205 �- TRV g t� PORTLAND, OREGON ;� Checked by Tigard,Oregon �'' cC1 Sr,H A807 7:503.222.1917 F.5133.294,0272 www.srgpartnorship.com V OF I , — ' 1 1 1 11111111111 I1pillll 111 111 III 1�1 111 111111 T�I 1�1 111j1 ill 1�i 111 1�1 rjt I�r�1�1 1�1 ISI 1�1 1 1 NOTICE. IF THE PRINT OR TYPE ON ANY rlri11rI111111 I i I III1I1I1I1I1 111111 III II11f 1I11�11titt1 4 i�It1CTi I I I I ! I �- I-._I_TL_��_�L__I___I �O I I Ill I I� �. J�9L IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I I Ilf - _-_ +3I I-I -I II �I , 7 8 IT IS DUE TO THE QUALITY OF THE 1 1 _ "°'e 1211117C111,N11 ORIGINAL DOCUMENT g AZ 813 LZ 9Z Z 6Z EZ Z TZ Z N► I BL� Lt t 4[ ►T ST ZT Tt �oT 9 L 9 fI �II;�1II ��1 � �� f �� (�� III � � � D 0 r' ---- - -- INT:RICR 57JD WAL.�_ FRAMING- - SEE WALL TYFE7 - -- CMU WALL AS-:EMBLY - METAL STUD WALL FRAMING ® 16" O.G. j SE_ WALL TYPES GMU WALL ASSEMBLY - - - BOND BEAM HEADER (REFER TO 5TRUCT.) ; E\T. BRICK VENEER WALL - METAL STUD SOFFIT FRAMING =�� EXT. BRICK VENEER WALL I ; ASSEMBLY. 0 16" G C. N/ BATT INSULATION A55EMEL " r -- 5%. SHELF ANGLE, FINISH TO - --- 5%. SHELF ANGLE, FIN15H TO MATCH MTL. PANEL WHERE -- MATCH MTL. PANEL WHERE E�,P05ED, TYF --- j EXPOSED, TYF. MEMERANE FLASHINS / j -- MEMBRANE FLASHING r--_ WEEPS a 36" O.G., TYP WEEPS to 36" O.G, TYP. --� - _-" BOTTOM GF 15R!CJ' - ` "_� BOTTOM OF ER!GK EAC KER ROD/5EALANT, TYP, BACKER RCD/SEALANT, TYF. / EXT. C-YP.SHEATHING 0 SOFFIT ,______ BUILT UP S UD HEADER TO SEAN WATERPROOF MEMBRANE FAINTED CONT. SEALANTJOINT ✓� `_- ?- STICK-PIN AC-SEMELY W/ BATT - OFEWNG. 1. IN5UL. AND VAPOR EARRIER. ; 1 - FORMED ALUM PANEL W/ FINISH ,---° - FORMED ALUM. PANEL W/ FINISH BRICK VENEER !Vr ~- BRICK VENE . - BEYCNE' - - TO MATCH CURTAIN WALL S - - TO MATCH CURTAIN WALL way - SYSTEM. SYSTEM. ` -GUT BRICK AS REQ'D ALUM. BREAK METAL TRIM - � _ --- PREFINIV Z:E METAL PANEL SYSTEM I �_..__ -._ -----------___._- 6" ;4%. STUD SOFFIT FRAMINb W/ � - 6" MTL. STUD 5CFFIT FRAMING W,' - - -- I; I JAME'5,METAL PANEL OVER BUILCINC- WRAP OVER GYP. EgTT In:.' __ __ BATT INSUL. -- SYSTEM 0 HEAD SHEATHING CV'"< METAL :TUGS W/BATT '- 8� r Il INSULATION - i----- -- ECTTOM OF MTL_PANEL _ -- BOTTOM OF -lTL. PANE_' ��-- ------ E\ E'RIOR 'SYF. ED SOFFIT. ENTER IOR GYP. BD. SOFFIT. HLW. MTL. FRAME AND PRC✓IDE TAPING BEAD a ALL I II" �" PROVIDE TAPING BEAD a ALL (X.G) GL DOOR AS:EMELY - --- EDC-E5. FINISH TO MATCH P-3 EDC-05. FINISH TO MATCH P-3 ' - -.-._ __ -- - -- - ---- ------------ TYF ---------_-- �.-._.- TYF. ; 17 50FFIT DETAIL @ D.2 13 METAL PANEL HEAD @EXTERIOR 9 METAL PANEL HEAD @EXTERIOR 1 HYV MTL. DOOR JAMB DETAIL @ E10 -- A8.8 A8.8 GGA_= 3 = '-C A8.8 SCALE: 3 = 1-O - ----- S A8.8 SCALE: 1-'/2' • 1'-0' -------- ---- --- ---- - INTERIOR TUD WALL - 57EE.. COLUMN EEYONC, ;_ -__ __- __ FRAMING - SEE WALL FAINT, -- ---.� _ HT1UNEMTL. FRAME AND -VERTICAL MULL. STOPS - - AT DOOR HEADER A7 X.5/X.F ONLY. DOOR AS°EMBL�' - ALUM. BRE.Ai: METAL TRIM - /� ® JAMB, ME''AL PANEL I" INSULATED GLASS,' __ -- CONTINUOUS L°45 SkELF ANGLE. SYST>=M 4 HEAD 7 &LAZING ASSEMBLY - ERIGK VENEER SHOWN EEYOND. I FIN15 c TO MATCH MTL. PANEL � E AGKER/ROD/5EALANT 6LAZING ADAFTCR 1" / �- - - GUT ER A5 REO'D WHERE EXPOSED TVP. / IL SUSPENDED CEILING BY FUTURE \ _ - T.O. ALUM. ,� W ENANT, NIG. // SEE SECTIONS \ / BRi/k VENEER AS5Er1BLY CONTINUOUS L5X5 SHELF ANGLE 19 WELDED TO STUD FRAME. - /2" wo SHAPE - _ � _ �t � i F.O.B. A8.8 % " FINISH TO MATCH MTL. PANEL ] WHERE EXPOSED TYF. - HVAC PLENUM, REFER TO TMECHANICAL DW65. } _ _ 4 �-6" X 6" SHARP CCRNER % a1 EXTRUDED ALUM. TUBE W/ BOTTOM OF BRICK - ' - - - --- - ---------- ----------- ----- ------------- FINISH TO MATCH CURTAIN � �+10'-O I/_" i I �' Q - WALL. I u� _ - \ CONGEALED CLOSER AND/ - - �Q - _ OR CONGEALED ELECTRIC FORMED MTL ANGHORE5 ® 24" H55 TUBE STEEL SUPPORT FOR HVAC DIFFUSER, REFER TO ^ - J - - / -------- - -------------------------------------- AUTO DOOR OPERATOR. O.G. MAX. FASTEN TO BUILT UP SLIDING POCKET DOOR TRACK Cx-1 SEE DOOR 5GHEDULE. " rSTUD HEADER. OPENING AND 15 ANCHORED TO MEGHANIGAL CW6 C-- -�, ASSEMBLY. H55 SPANSAPPLIED ALUM. DOORSTOP � F.O.M 77 CMU WALL ® EACH SIDE. FACE ' / BOTTOM OF BRICK r� / TO MATCH CURTAIN WALL in - FORMED ALUM, PANEL FASCIA OF H55 TO BE FLUSH 1AV CMU I r 6" X 4" SHARP CORNER AND SOFFIT W/ FINISH TO WALL. - I STL. TUBE BRACKETED MATCH CURTAIN WALT. SYSTEM. ; ; ; / - L3X3 STL. ANGLE SUPPORT TO STL COL. AND DOOR SUSPENDED GYP. BD. CEILING -- �� BOTTOM OF MTL. PANEL Vl/CONTINUOUS TAF!NG BEAD ; ; SPANPdINc OPENING AND 1'_53 �'_IC3 HEADER AT X.5. (PAINT). -_ NOT REO'C ® SIM. +q-5 AT EDC^�. i i i EACH END TO GMU WALE AT TO GRID CL F"P. BD. WALL BEYOND. CML' WALL ASSEMBLY - 4 FJRMED ALUM. PANEL FASCIA -- WATERPROOF MEMBRANE OFFSET PIVOT X. D.� � SEE WALL TYPES - AND SOFFIT N/ FINISH TO -- - - --- \ -- _ MATCH CURTAIN WALL SYSTEM. 2 t STOREFRONT DOOR 18 DOOR HEADER @ CURTAIN NALL 1a METAL PANEL HEAD @ LOBBY 10q _ EXTERIOR BRIG�K GORIER DETAIL - D.2/X.1 A8.8 SCALE. S = _0 A8.8 5CALE: 5" = 1'-0' - I / BF.IGK VENEER SHOWN BEYOND. Ad.d SCALE: -- _ -- 01 ___ I I STEEL COLUMN BEYOND --- BRICK VENEER SHOWN BEYOND. - _ y" GYP, S++EATHING I 3 I I �1 BOTTOM OF MTL. PANE_ &L.A•1ING ABOVE WINDOW SYSTEM, REFER TO l' " . - --- ® 51M. - 1 I INTERIOR ELEVATIONS- PE I I L3X3 STL. ANGLE SUPPORT BEYONBD.D. POCKET SHOWN _- _ - ----� 1 ROOF D�GK VARIES I I 6" X 4" SHARP CORNER - SPANNING OPENING AND I SLIDING DOOR TRACK ® HEAD. \ i 5EE ROOF PLAN ANCHORED TO GMU WALL AT 1 -;: &RICK VENEER I I 5TL. TUBE BRACKETED `� I-I _ 1 DEFLECTION HEAD D. Il J TO STL. COL. AND EACH END. - { I I -------- DOOR HEADER AT XS. c- (FAINT) TOP OF h LLION \ -T�- 51-Cl SCHEDULE GYP. F +10'-3" � SLIDING WOOD DOOR,FZ-.-ER TO I', -�- PAINT F2 I I ' VERTICAL MULLION ' FORMED MTL ANGHORE5 ® 24 i ABOVE. J O.G. MAX. FASTEN TO BOTTOM 1 1 1 OF WINDOW MULLION. ----'' - - - -I ax5METAL PANEL HEAD @ VESTIBULE 107- BUILT UP STUD HEADER TO SPAN _ ` :'OPENING. � ' TO BRICK VARIE� ! U BRACKET WELEDED A8.8 SCALE: 3"= 1'-O' SEE 2-r5.4 ---- TO CCL. I I U BRACKET MEGHANIGALLY SUSPENDED SYP. ED. CEILING- I I FASTENED TO ALUM. TUBE i I W/CONTINUOUS i'AFING BEAC {{ E iP05ED ST'cEL I I i- AT EDGE. F \ -� 1' COLUMN BEYcU; , PAINT I -- - CONTINUOUS L5.'5 5HELF ANGLE. I "` I I FORMED ALUM. PANEL FASCIA <' FINISH TO MATCH MTL. PANEL E '� AND SOFFIT W/ FINISH TO WHERE EXPOSED, TYP. N I I HORIZ. MULL BEYON: MATCH CURTAIN WALL SYSTEM. j I .� I I I BOT. OF GYP._BD,_t E'.OTTCM OF MTL. PANE'_ '� - +2K�- GYP. BD. WALL BEYOND. HVAC PLENUM, REFER TO MEGHANIGAL DNC-5. I \- ,9 DOOR HEADER ANCHOR TO COL. @ X F X-5 15� METAL PANEL HEAD CURTAIN WALL/ ENTRY j GYP. BD AT TOP O� BRICK, LOBBY A8.8 SCALE: � _ `� SGA__. 3" _ '-0" / A�g SCALE: -'i2 = O L3X3 STL. ANG-LE SUPPORT / HVAC DIFFUSER, REFER TO SFANNING OPENING AND MECHANICAL DNC-5. ANCHORED TO CMU WALL AT _ / \ EACH END. � - MTL. STUD FRAMING Wi' BOTTOM OF BRICK % GNB SHEATH'G .LICINC- DOOR TRACK �-SLIDING DOOR TRACK / BRICK VENEER WALL I .'= L3X3 TL. ANGLE SUPPORT � AS`:EMELY ABOVE ASSEMBLY AER'/E SUSPENDED GYP. BD. CEILING - IW CONTINUOUS TAPING BEAC SPANNING- OPENING AND ASSEMBLY l SLICING DOOR - SLIDING DOOR - AT EDGE. __ -- -- ANCHORED TO CMU WALL AT TUBE STEEL COLUMN - / 5EE DOOR SGHEDUL� SEE DOOR SCHEDULE _ - - EACH END SEE STRUCTURAL \J I )E / { 10A 1 i- .------� J � FORMED ALUM. PANEL FASCIA A8.2 AND SOFFIT W/ FINISH TO �•---�� A8.2 _------------ -- - - MATCH CURTAIN WALL SYSTEM. I SIMI ?I NTS SHAPE BI - -_- 1 I BRICK VENEER SHOWN BEYOND. 1 I 1 1, - - - ------ -- ------------- ------ \ 1 / E);.--------- ; Z f I i I < m m 1 E<-�7TQM MTS FANEL a1 GYP. BD. WALL SHOWN EEYOND. ---------- I 1 SHAPE BI SHAPE A (SHAPE B BELON) a I'-8 1 PLAN DIM 4 _ I I PLAN DIM, Q. (SHAPE B SELON) SHAPE B --- 20 SHAPE A - --------- ------------- SHAPE BI �,---__-r - 10A 10A BRICK VENEER ABOVE Ag 2 1 A8.2 SIM / 20 6' DOOR @ BRICK, LOBBY '� METAL PANEL HEAD @_VE5TIBULE 108 - - Ac,�BRIC1K1 CORNER PLAN DETA L @ GRID E/b POCKET DOOR @BRICK, LOBBY POCKET . �� - A8.8 5GALE: C A8.8 5GA..E. 1-'/2 = 1'-0" EA8_9 / 5GA"E: 3 - -- - - Date Drawing Title Revisions 19 May 2003 MISC. C7 PARTNERSHIP INC ,�' • ��,�� C f Project w DETAILS �N'.1 New Tigard Library 22'6 7,ot ,25 r� Conmlteat Protect No a BUP2003-00211 � " � JON R. SCHLEUNING a Blvd, t35oo ARCHITECTURE PLANNING INTERIORS Construction Documents � ; Draw, y Drawing No 821 SW Morrison Street,Suite 200 Portland,Oregon 97205 �1 PORTLAND, OREGON Checked b Tigard,Oregon y T:503.222.1917 F:502,294,0272 www srgpartrnsrshlp,com g OF NOTICE IF THE PRINT OR TYPE ON ANY TI f III III III III I I I'I I I I I III III III I I f i l I l I l f III III III I t l I A808 I I I I 1 I I I III III III III III I I I I I I I I I III III III III III I I I�I III I L I I I III III III III III III III I I IMAGE IS NOT AS CLEAR AST NOTICE, I I 11l I`l. I I-- I vI I 14� I I --I„�-I I I ISI _I-..�_I_. I_�_-_.�I I-- -:�- I-I ��J _r(t' 7t ,J ( -15 IT IS DUE TO THE QUALITY OF THE "°$° ORIGINAL DOCUMENT 111h 8Eil�lllllllll�lfllIIIII�IIIIIIIII �IIIIIII►��llllL��llilllll��►IIIII��IIIIIIIII I►IIII�IIiIIIIIII�I�IIIIII��Ii��IIIIIII��Iill��IIIII�III III�,�III��I�� II��II IIII �II�II►�� ILII IIIIIIIII�I�Iu;�11<<<lllll� 1111u11ll1111ll1tI��N,l GENERAL NOTES: C /- --GYP. BD. I. FOR VERTICAL SECTIONS AND DETAILS AT TYPICAL WALL5 (2) LAYERS EA SIDE (NON-R,-\TED, FIRE RATED AND ACOUSTIC,) BEE DRAWING A41.2. -4" METAL STUD 2. FOR EXTENT OF EACH WALL TYPE BEE FLOOR PLANS. 5. FOR LOCATIONS OF FIRE RATED WALL5 BEE DRAAIN65 AO.1 d A.02. f---5" ACOUSTICAL INSULATION 4. U.L. DEBISN NUMBERS SHOWN APPLY AT FIRE RATED WALL5 —7:7](= BATTS C TYFE 'A' WALL ONLY. CONSTRUCT FIRE RATED WALLS STRICTLY IN ACCORDANCE WITH THE U.L. LISTING ACCOMPANYING THE WALL TYPE, 5. ACOUSTIC WALLS, CARRY THE SUFFIX "A" FOLLOWING THE WALL TYPE. STC RATINGS 5HOWN ARE FOR ACOUSTIC WALLS ONLY. _ 6. AL!_ GYF5UM BOARD SHALL BE 5/8" THICK U.N.O. U5E FIRE RATED TYPE (TYPE 'X') AT FIRE RATED PARTIT!ONS AND WATER RESISTANT { s YNk' .L TYPE 5 ��-- TYPE AT ALL WALLS WITH CERAMIC TILE OR EPDXY PAINT FINIB" UL. CESIGN NO 0411 - HR. FIFE-RATING, 7. METAL STUDS ARE 20 G.A. AT 16" O.G. U N.O. SEE GENERAL NCTE 5TG 52-56 - FOR TYFE 'A' I^I.ALL METAL G-H 5TUD5 5HALL BE 20 GAUGE AT 24" O.G. U,N.O. 5, FOR TYPICAL FRAMING AT HEAD, JAME S BILL OF OPENINGS SEE DRAWING A-13. I q, FOR TYFICAL BACKING PLATES SEE DETAILS ON DRAWIN5 A11.2. FLAN C A 10. WALL TYPES DO NOT SHOW APPLIED FINISH MATER,ALS. FOR LOCATIONS OF THE5E FINI5HE5 SEE INTERIOR ELEVATIONS t AND ROOM FINISH 5GHEIMLE. GYP. BD. EA. 51[;)E x II. WHERE WALL TYFE5 CHANGE IN A SINGLE PLANE OF WALL, 2 1/2" METAL 5TUD5 ALIGN FACES OF VISIBLE LAYER OF GYPSUM BOARD. X t � GYP. BD. BRACING 12" HIGH 12. FOR WALL TYPES WITH ADDITIONAL LAYERS OF GYP BD Ca 1/4 POINTS. 5EGURE AT ON OT!E SIDE, THE 3'A POINTS TO THE SIDE THAT BOTH 5TUD5 RECEIVES THE EXTRA GYP BD. _ —2" ACOU5TICAL INSULATION BATTS EA. SIDE @ TYPE 'A' 13. NOT ALL WALL TYPES SHOWN NECESSARILY USED. 1 - — WALL _ T -2 1/2" ACOUSTICAL e ,I1_1., P (7 �� I INSULATION BATTS A 5�"- '3" ' 1'0' UL. DE516N NO. U420 - I HR. FIRE-RATING i ® TYFE 'A' WALL 5TL; 50-54 - FOR TYFE A' WALL - 2 1/2" METAL STUD I LINE OF CMU WALL, I WHERE OCCURS - - -moi I YNALL TYPE 1 I 8 � A9.OI SCALE: 5 = 1-0" I" GYP. BD. SHAFT LINER 1 1 _�-1 1/2" ACOUSTICAL INSULATION i r BATTS @ TYFE 'A' k"1ALL LINE OF GMU WALL, } f 2 1/2" G-H 57UD WHERE OCCURS •� Lf � —�. GYP. BD. GYF.BD. (1) LAYER 4" METAL STUD I 5" ACOUSTICAL INSULATION ! SAT75 C TYFE 'A' WALL - 1 - — -t YVALL TYPE 7 UL. DESIGN NO. U4&q - I HR. FIRE-RATING 5TG - FOR TYPE 'A' WALL 2 YVALL TYPE 2 C2 > - A9.01 5r-ALE: 5 21'-0" Z k t PLAN DIMEN51ON r GYF. BD. EA. SIDE 2" ACOU5TIGAL INSULATION EATT5 @ TYPE WALL 4" METAL STUD 1 X 4 WOCJ 5TUD - ,/" \ 5" ACOUSTICAL INSULATION r BATTS ® TYPE 'A' WALL 777- GYF, ED. EACH 51DE I 8 AALL TYPE 8 3 AALL TYPE 3 A9 0 / 5GA.._: 3 = 1'-O' �A9 O /SCALE: 3 = 1-0 UL. DE51GN NO. U465 - I HR FIRE-RATING-, BEE GENERAL NCTE 5 57C 41.5-4q - FOR 7Y4'- 'A' WAi_L A -- 5 ' ACOUSTICAL INSULATION - GYF. BD. EA 51PE { -8 BATTS @ TYFE 'A' WALL 1 J 2 X 4 WOOD 57U17) ----'6" METAL STUD I —5" ACOUSTICAL INSULATION BATTS ® TYFE 'A' WALL i. i.f 1 I 1 1 g YVAL1_ TYPE q _ �9�� 4 _ AAL HYPE 4 Com' ti r A9 I SCALE: 5" _ -J' A9.01 5CAL : 5"- 1'-•O UL. DESIGN NO. U465 - 1 HR. FIRE-RATING, SEE GENERAL NOTE 9 STC 52-56 - FOR TYPE 'A' WALL , --- -- ------— _-- RcciswnsDate Drax ink Title 19 May 2003 SRG PARTNERSHIP INC "" " �F�,�DA�C Project No WALL TYPES New Tigard' Library � f 2216 Hallf31vd.,95UC BUP2003-0021' Conmltent Projeet No 72 of 125 yJON R. SCHLEUNING xxxx n \ ARCHITECTURE PLANNING INTERIORS r.S �-� Construction ,�c��ments �- �• Drawn by Drawi..g n 621 SYN Morrison Street,Suite 200 Portland,Ore;Ion 97205 A J1 PORTLAND, OREGON Checked by Tigard,Oregon �' Q 9 T:503.222.1917 1- 503.294,0272 www.srgpertnership.com9LN 9 O MH II �l1 III 1ill I�I III I I-I _'"( I(I III I I III III�IIII I I_IIIIIIII III IIII IIII II�II 1III lIII II �II IIII IIII �� I I I I IlI I IIIII I I t.OTICE IF THE PRINT OR TYPE ON ANY �Ii �UIMAGE IS NUT AS Cl-EAR AS THIS NOTICE, 41, I,J0 IT IS DILE TO THE QUALITY OF THE _ _ "°'e ORIGINAL DOCUMENT B Z 9�Z L�Z 9�6 til [ OZ il'111_1_1 9t [ ►t T'll Zt ►I�IIII�IIII Illilllll�IIIIIIIII IIIIIIIII1IIII�IIII�IIII��III IlllilllllllIIII�IIII�II-II I!II 111181Illilill(Ilill Illlll1►11111��1I��11�II��IIIIIIII,I�► I I I1�11�1►lllllillll��1L'llll llWJ III�NII A9 2 4 �)" 10or / \ GENERAL NOTES 1 BO STRUCTURAL DECK rI. FOR WAIL TYPES SEE DRAWING Aq.I \ 2. FOR LOCATIONS OF FIRE RATED WALLS SEE DRAWING AOJ, A0.2 DEFLECTION HEAD US. STEEL DECK ~ 126A. CONT. STEEL PLATE - ACOUSTIC BATT AT ACOUSTIC CEILING WALLS AND FIRE 5AFING AT FIRH 6" X 16 GA. CONT. METAL METAL STUDS, GYPSUI'.A. --- - RATED WALL5 AT END OF STEEL CHANNEL, NOTCH FLANGE5 PLA.'E TO COMPLETE A55EMBLY 5TUD5 (MIN. SPAN 3 STUDS). BOARD d ACOUSTIC _._ - BATTS TO STRUCTURE I :_ 2 X 6 NOMINAL T d G WOOD ATTACH W/ SHEET METAL 5GREW5 ABOVE DEGKIN3 �.1 -7 DIA. POI^IDER AGTUAfED (5-#8 F.H.) AT EACH STUD. 1" D,A. POWDER ACTUATED '' r I FASTENERS-0 2'-O" O.G. MAX, TEXT STYLE ACOUSTICAL WALL, SEE " J / STUD SPACING TYPE 'A' WALL TYPES. FASTENERS ® 2 •-0' O.G. MAX. I SEE A9.1 -� 186A. LCNS LEG METAL TRACK 18GA. LONG°LEG METAL TRACK tl I BOTTOM FL6E OF IT OCCURS EL - -- -- _-._ IS GA. METAL TRACK, P TO LAB A/ _ --�- - �: ._� �-_ AL STUDS - I + I ------ ---- I + ----- i + i 5E' DIA. X 1 1/2" LLON& ND OF.M T 7 1 1 _ - -I I I I I I I FASTENERS ® 2'-0" O.G. i \ SEALANT BOTH SIDES. FIRE I -} I I -} I I + I END OF METAL STUDS RATED AT FIRE RATED WALLS, I II I I I J ACOUSTIC AT ACOUSTIC WALL5 1 I I I I I I + i i + i i + i ACOUSTICAL SEALANT, •-METAL TRIM -___ _ ____ __ I - FLOOR - EACH SIDE E METAL 5TUD5 SEE WALL TYPES. METAL STUD d GYPSUM BOARD _ FIRE-RATED OR ACOUSTIC WALL. -- - - - - - SEE WALL TYPES. 14 DEF_ECTION HEAD @ YNOOD DECK 10 DEFLECTION HEAD STEEL DEGK 6 TYPICAL BACKING PLATE _ 3 TYPICAL AGOU5TIGAL Y�IALL A9.2 SCALE: 5'= 1'-0" A9 2 SCALE: 5 1'-0" PARALLEL TO FLUTES A9.2 SCALE: 5" 1'-0" A9.2 SCALE: 5/4"=1'-0" U5, STEEL DECK i� .177" DIA. X 1 1/2" LON,17 POWDER @19! @01 AGTUTA ED FASTENERS, ® 2'-O" „ As.2 b x Ib GA. CONT. 5HT. , ITL. or or O.G. MAX. INTO PECK PLATE, (MIN. SPAN 3 STUDS ). BOTTOM FLANGE OF STEEL ATTACH W./ SHEET METAL / ~ BEAM WHERE IT OCCURS. 5CREW5 (3-#8 F.H.) AT EACH / I STUD. BO STRUCTURAL DECK BO STRUCTURAL DEGK 1 1 SEE A9.1 J ` \ t DEFLECTION HEAD z ZF_ - -I i + i i + i i + I f Ji } CEILING s v I I I I I I 2 1/2" X 20 GA. METAL ! 18 GA. LONG STUD BRACES 4'-O"LEG METAL TRACK I + I I + I I + I O.G. METAL STUD:) TO I I I I I I ' 20 GA. METAL TRACK x MAX. 5TAGGERED STRUCTURE ROVE TYPICAL. f METAL STUDS ---- 1 METAL 5TUD AND 1 CEILING GYPSUM BOARD WALL, METAL STUDS AND SEE WALL TYPES. I „ DEFLECTION -'14F=62 @ STEEL PECK TYPICAL BACKING PLATE - GYPSUM BOARD WALL. f As.2 5GA:-E: 5"=1'-0" PERPENDICULAR TO FLUTES As.2 SCALE: 5"=1'-0" _ SEE WALL TYPES. - U5 STEEL PECK IPS GA. METAL TRACK IS G.A. METAL TRACK i DIA. POWDER i-PROVIDE HEADER, TRACK d SECURED TO SLAB W/ SECURED TO SLAB W/ ACTUATED FA5TENERS a STUDS ABOVE DUCT AT F.R. " i; EACH PLATE AND AGOUSTlG WALLS ONLY .I"I"I DIA. X I I/2 LONG ,1T1 DIA. X I I/2 LONG POWDER DRIVEN POWDER DRIVEN 9 OR A 11 FASTENERS @ 2'-0" O.G. FASTENERS ® 2'-0" O.C. BOTTOM FLANGE Of: STEEL Aa2 A9.2 5'-0" MAX. '; BEAM WHERE IT OCCURS. BD STRUCTURAL DECK 1 FLOOR FLOOR 11 A J J J I ---"--- --'' NOTE: DETAIL APPLIES ONLY WHERE DUCT OBSTRUCTS PA55A6E OF o _ � � a"" ,. e. ��T• IS GA. TRACK STUDS TO STRUCTURE ABOVE. ELSEWHERE DETAIL I/A1.2 APPLIES. �I I J • ' 16 GA. TRAGI:, TOP d 4 TYPICAL NON-RATED YVALL AT DUCT TYPICAL NON-RATED YVALL BOTTOM OF OPENING As.2 SCALL 5/4"= 1'-0° ° '• - - - A9.2 SCALE: 5/4": 1'-0" 9 10 13 t I) 20 GA. STUD ,IAMB. - - A9.2 As.2 A9.2 d (2) 20 GA. 5TUD5 @ JAMB, or or I/8 I/8 TACK NELDED, FOR OPENINGS 12GA.X b" WIDE STEEL PLATE 5'-O" AND LARGER / CEILING 6 / \ ® 2-O O.G. MAX. A9.2 186A. LONG LEG METAL TRACK -18 GA. TRACK W/ .177" DIA. 206A. METAL TRACK X 1 1/2" POWDER DRIVEN BO STRUCTURAL DECK\ FASTENER ® :2'-0" O.G. \ MTL STUDS ------- 12 DEFLECTION HEAD @ 5TEEL DECK 8 YNALL I BRAY INC @ E%CT OPEN IN65, TYP. 6„ I I DEFLECTION HEAD I A9.2 SCALE: 5"=1'-0° PARALLEL TO FLUTES as.2 5CAL : 1/4"a 1'-0" BACK NG PLATE 126A. CONT. STEEL PLATE, WELD CONTINUOUS BEHIND - I TO DECK AT EACH FLUTE. / CASEWORK FOR UPPER -'- IN I L G U5. STEEL DECK ----- 5HELI V NG AND METAL STUDS d 177" DIA, X 1 1/2" LONG POWDER I FIRE-RATED GYPSUM 6" MIN. ACTUATED FASTENERS 0 2'-O" �_ METAL STUD d GYP. BD. ABOVE OARD TO STRUCTURE I _ - - - - - O.G. MAX. INTO DEGK. r As.2 WALL. SEE WALL TYPES I I \�-METAL STUD d r 1 j .•' i--2 X'6 NOMINAL T d G WOOD „a ACOUSTIC BATT AT ACOUSTIC I I FIRE-RATED GYPSUM DECKING I WALLS AND FIRE 5AFING AT FIRE '^ - BOAED WALL. SEE RATED WALLS TO COMPLETE THF! b - I 1 I ( WALL TYPES d FLOOR I. 177" DIA. POWDER ACTUATED I ASSEMBLY AT FLU''fcS v \ / PLANS X. ../�/� .FASTENERS ® 2'-O" O.G. MAX. 18 GA, METAL TRACK 186A. LONG LEG METAL TRACK BOTTOM FLANGE OF STEEL ' _ GRED TO SLAB W/ BEAM\WHERE IT OCCURS. °J b" X b GA. SHEET I 71'UD I/2" LONG -- --- _ 186GK m TE X I'VE r: _END OF METAL 5TUD5 RA - DRIVEN A LONG LEG METAL T � METAL BACKING PLATE I I POWDER - - - - o CONTINUOUS BEHIND I I FASTENERS !) 2'-0" ' z �- I/8 ;n BASE CABINETS, WALL 1/8 -_*+ SEALANT BOTH SIDE°. FIRE n GUARD5, AND FLOOR TO I I I SEALANT BOTH SIDES. FIRE RATED AT FIRE RATF'D WALLS, - RATED AT FIRE RATED WALLS, �`' ACOUSTIC AT AGOUS IG WALLS FLOOR CEILING SHELVING ACOUSTIC AT ACOUSTIC WALLS - \. i EA. RATED SEALANT - METAL TRIM FLOnR EA. SIDE METAL TRIM END OF MEYAL STUDS METAL STUD d GYPSUM BOARD �-METAL STUD d GYP. BOARD FIRE-RATED OR ACOUSTIC, WALL. FIRE RATED OR ACOUSTIC -- - SEE WALL TYFES. -- ----- - __ - WALL. SEE: WALL TYPES. ,3 DEFLECTION HEAD @ YNOO D GK 9 DEFLECTION H @ STEEL DECK 5 BACKING PLATES 2 TYPICAL FIRE-RATED NALL SCALE: 5"• '-0° A9.2 L 5' =1' PERPENDICULAR TO FLUTES A9.2 SAL : 5/4"a 1'-0" A9.2 5GAL : 5/4" = 1-0" Revisions Date Drawing Title 19 May 2003 PARTITION S R G PARTNERSHIP INC ��DC 2216 FRAMING DETAILS Project No New Tigard Library �� r� Consultant Project No Hall Blvd.13600 C? JON R SOH NING j �� BUP2003.00211 ARCHITECTURE PLANNING INTERIORS Construction Documents "'� Drawn by 73 of 125 Drawing No 611 SW Morrison Strut,Sults 200 Portland,Oregon 97205 ® ^ • TRC, POR11 AND, OREGON Tigaral Oregon �� c Checked 1by H T:503.222.1917 F:503,294,0272 wwrw.argportnership.com .��i� V Sl`-1H A9 • I a, OF 0 d....«�.�-....,. ,. -.»«�v�..,,.4.,.. »... ..r..,., +,.... ..... •.•,«..«a-..»+!»...p.M.r"-«n"'„'1}-'`. '".. .- .... '41�.x:.r .• ... - �.. .''lr.A�"J19QC,'�ACtrreb RMMblll 'aOMllow!ou+c,wx e._,.,..... ..._ ,.,....-.,.w+.....-..«, .n.n..w..w�w,hw.«,.,N»..+w.Ar.�w-."�«..-»•-•.»•.-...aw-,.�.�.-..,......««...:.....��++».w+.-»..r... . 1 NOTICE: IF THE PRINT ORTYPLONANY I�r III Iii 11111111111!_j ii 1�1 ISI rT 1jr r�1 r 11T 1rr (1 1111 1�1 111 ilt -IfI 11f III I 1111 I�I f�1 T 1 t�I T�1 l�r I I f11 I(I 111 I I I�I ICI 11111 III 111 111 I 1 'T l I 'I I 1 I I �f I 1 I I I j i f, �y IMAGO IS NOT AS CLEAR AS THIS NOTICE -- ' �I _. I_�L `}L _� �__-I_�• _oL ._---� �I 1_ �� I 11�!I_l�J -�(.t 1L IT IS DUE TO THE QUALITY OF THE "°a" �' '_" ......1_i• w ORIGINAL DOCUMENT s c ec ca 91s a ►c s e I [e I e[ e[ ct t st rt st et tt [ s L e >aTix,'. �1�► 111111111iu 111211111114111ih11► uilluii�ll111111 iu11ui1 u1111u1111�II�111u11ui111i1I1111111111111111111111 1111111111111111►1111111111111ui�1 �1iil� iu1I1►1�1►u1uu �u>u11�11 GENERAL NOTES: I. FOR DOOR AND FRAME TYPES d DOOR AND FRAME SCHEDULE SEE SPECIFICATION SECTION 0$000. 2. FOR WALL FRAMING AT RELITE OFENINC75 SEE DRAWING NO, A11.4. 4' 5. FOR WALL TYPES SEE DRAWING NO. Aq.l. ii 4. FOR RELITE TYPES SEE INTERIOR ELE'✓ATION A5.1 3 5. FOR WALL TYPES SEE DRAWING NO. Aq.l. -JAMB. SEE FRAME CLIPS 4 ' SEALANT HM. DOOR FRAME ASSEMBLY. SEE WALL LI DOOR SEE T= SGHEPULE z Z I I- - EE WALL TYP _ v HM RECITE S) (5 I�'l -- 6LAZIN6 tl A55EMBLY 10 BE w I_ HEADER. SEE METAL STUDS i FASTENED TO 5TL _ _ _ COLUMN. ui Q __�GLAZING BEAD W/ G/S. /�- 49.3 A9.J - - - - - - - FASTENERS E-•AGKEEND RETURN -�-SEALANTE - -� / _ i-METAL TRACK SEE NOTE ) STRUCTURAL STEEL HM. RELITE ASSEMBLY. RETURN. SEE As.3 9 E - - - -- - -- - - COLUMN SFE - �• - -- ( }- / STRUCTURAL - HM FRAME - - �- HM FRAME FRAME CLIPS � LC,E --rN HM. FRAME INE OF 6RA - - - - �-FRAMI` - - - - - JAMB. SEE 3 �g NOTE: 49.3 GYP BD WALLS PL.AST=R WALLS / z DOOR eEE WNALL MASONRY WALLS VIA f� 11 I$6�,. AT 3'-0" WIDE DOORS OR ABOVE CEILING a I r TYPE ° IA + , BD HALL �` -- p LESS. GYPB BETWEEN COLUMN I -fa" !ARIES l 1a HIDE AT 3'-2 WIDE TO 3'-6' WIDE 3 i I DOORS. I L AND EXTERIOR WALL ,3 JAMB @RECITE 9 HM FRAME RE1",JRN 'S DOOR HEAD HEADER f!-I/4" GLASS 49.3 SC.A_=: 5" = 1'-0" 49.3 SCALE: 1/2 F 5. A9.3 SCALE: 5 = 1-C --' SCRIEED AROU1`iC _ A9,j SGA�E: 3" = 1'-0" WINDOW FRAML' 1 AND &LICONED TO GLASS ANC ---- WINDOW FRAME i � JAMB AT DOOR 1 ' 5A AND6L,A55 or 2 �EE WALT TY I MEETING STILES OF DOORS HEADER. SEE As 3 METAL STUDS i' j DOOR (SILL. SEE Ay 3 ) METAL TRACK I S INTEGRAL METAL ASTRAGAL 9 VINYL REDUCER STRIP7 -- 1/$ 1-$ ( SEE NOTE ) j l� I/ \� METAL STUD d TRACK NESTED p VCT. OR SHEET VINYL Z ZZ iT Z Z ( SEE NOTE ) � - QZ Q LU Z ---- ------ -- w D� -1 C-�l NOTE:_T.O. SLAB 206A. UP TO ;NIDE. k NOTE: NOTE: I$6A. AT 3'-6" WIDE TO 4'-O" + FOR TYPICAL NOTES AND WIDE DOORS. GARFET FOR TYPICAL NOTES AND DIMENSIONS SEE JAMB DETAIL. 166A. AT 4'-2" WIDE TO $'-O" DIMEN51ONS SEE JAMB DETAIL. WIDE DOORS. ,4INTERMEDIATE ,� A�STRA (5A�L 6 HEMP @ RELITE. ( 51LL 51MILA�R ) 2 HEAPER q)THR.E5HOLD ULLIOSCALE: 1-C' _ ,'-C" 49.3 54ALE: 5" =1'-0" XA9 3 SGgLE: 1/2 F.5. 49.3 SCALE: 5' = 1-C I I ' CERAMIC TILE GLAZING I SEE WAL- METAL REDUCER STRIP TYPE -AE3U"TIN6 WALL WHERE GLAZING BEA INDICATED WALKOFF MAT WITH CIS FASTENERS �� I ��- JAMB. SEE A3 3 EE WALL TYP FF.AME GLIFS - _ - --DOOR FRAME CLIPS METAL TRACK HM RECITE - THRESHOLD W/ = 2A55EMBLY IF WEATHER SEAL - !1 z Z --- _ -__ SET IN SEALANT z i �� _�1/�$�1-12 (2) METAL STUDS CONTINUOUS TO 19 r V"ILKO i F MAT p p SEALANT BED � ( }--RETURN. SEEe93 � I -UNDERSIDE OF STRUCTURE ABOVE F- Uiz -- - RECESS I/$° II/8 1-12 49.3 < w �� I (SEE NOTE) X T.O. SLAB LU X-3 - �- - _ - Lu O„ GA. MET I I STUDS NESTED o - - HM. FRAME � LU VINYL REDUCER STRIP I I I DOOR SEE z 1 SCHEDULE 0 z --DOOR Nom ` DOOiRr' RELITE GLAZING RELITE/ RECITE = w e 0 2064. AT DOORS 5'-6" WIDE OR CERAMIC TILE LESS !15Ia" VARI$6A. AT DOORS 3'-$" WIDE AND - LARGER. -�Z"�� .5 STRUGTUR LINT M ,1 THRESHOLD @EXTERIOR DOOR JAMB 3 JAMB 1 SLAB 49.3 5GA_E: 5" = 1'-0" 49.3, SCALE: 1/2 F,5, 49.3 5GALE, 5" = 1'-0" 49.3 SCALE: 9 = 1-G 20 THRE5HOLD _GARFET 5 s 49.3 ! SGA�E: 1-0 = I-C' SEE WALL ---------_-.-- - TYPE DOOR SEE EQ, I I EO. SCHEDULE GLAZING Z Z � � - �--� _�� A55EMBLY �- DA;� p Z '^ HM RELITE JAMB. SEE Q _ _J---GLAZING / 1,2 _ METAL TRACK ( SEE NOTE ) SILL ( HEADER SEE 493 ) ! GLAZING BEAD W/ G/5. c� --FRAME CLIPS ® JAMB METAL 5 i1JD5 FASTENERS ----______ > 16. GA FORMED STEEL TRIM FANEL HM. FRAr~1E -- • HM. RELITE A55EMBLY. _ FAINTED TO MAi'GH R `� HM TO BE FASTENED 49.3 t [ �- ��__. FRAM._ CLIPS _ � ,}--- RETURN. SEE \ IN RESEAL '. FRAME GLIFS - WOOD SEE WALL NOTE: -GYP. BDSGF p HM, FRAME TYPE I86A. AT OPENINGS UP TO 4'-0" ! JAMB. SEE As.3 -METAL STUDS A �� 16C^A. AT OPENINGS 4'-2" TO 6-0" Imo. SEALANT - FLOOR SLAB ) tU- 11 +J) C) i ,r SEE WALL TYPES " I (� 21 , RELITE @ CORNER YNALL ri6 J*1E3 AT DOORS 115 4 115,E ,2 SILL L8 JAMB @ GASSED OPENING HEAD 51M. 4 ) 51LL SGAL E: _ - G 49.3/ 5C.A�E 3" _ -O' �A9 3� - \� 43.3 SCALE. S" = 1'-0" \ SCALE. 3" -O' 49 �i SGA E: ? -C A9.3 Date Drawing Title 19 May 2003 DOOR, FRAME, s Pe G PARTNERSHIP N C " ��'D �C Prof 2216 & RFLITE DETAILS New Tigard Library �- r� ConeultamProject No Hall 13500 4 C.? JON R. S%NLEUNING C� 7 BUU P2003-000211 xxxx ARCHITECTURE PLANNING INTERIORS Construction Documents '' --3 Drawn by Drawing V�� - . TR6 621 SW Morrison Straet,Sulte 200 Portland,Oregon 97205Tigard.Oregon tf� PORTLAN ' Checked by A903 q��, OrtT 503.222.1917 F:503.294.0272 www.srgpartnership.com LSMH O�C)1 NOTICE. IF THE PRIM OR TYPE ON ANY LI f I f I II I II I II I II I II I I�,I,_II I II I I-I I. I I II Ii 1I I I'4 1I III III I-I II I 1I-I I I-I-II III I��I LII II III II I�jI�LI I I III I I-II II �I III I III II✓I! I�!LII-I I W1, III IIIIIII IIIIIII i�l I_I LI ja,1L IMAGE IS NOT AS CLEAR AS THIS NOTICE, , CELS IT IS DUE TO THE QUALITY OF THE No J° ORIGINAL DOCUMENT ��S G �9G LG 9� �G 6�G ElG �G tffG oo��G et 9t Ltd t 4t ft sit rt tt t E G IIIIIIIIII�III III�IIIIIIIIIIIIII IIID Illllllll�lllllllll�lllllllll ►IIIIill�lllllllll IIIIIIIII�IIIIIIIII IIII�IIII�II►IIIII��IIIIIII�IiII IIII�I�I'Illiil�llllli�llillllll►��lll ►Iill►I►I III►[►►II 1Il�IIIIII►��I�I► ►�I►�IlllLUll�ll►ililul►�I lig! ►III�N,I i 9 i I i WIRE HANGER TO Ii WE PLAN 2?" X 25 6A. STUDS ® STRUGT. — 16" O.G., SUSPENDED 4 FORMED ALUMINUM BRACED FROM STRUCTURE ANGLE SUPPORT 1 ABOVE FOR WINDOW - 1 SEE RCP SHADE HC,»;II& �\ I 27" X 25 GA. BO 5TL BEAM in I ACOUSTIC TILE METAL. STUDS ® ABOVE `\� i 4'-O' MAX 4'-0" 4'-0" 4'-0" W-O" CEILING -/ I6T ° O.G. WALL MOUNTED �\\� \"�`-""- BRACIN6I WALL LINE + GYPSUM BOARD — WINDOw SHADE �� +_ _ __ POCKET,WHERE c-S -- V. METAL CORNER OCCURS ��\ �\ ;�- d ,� Q BEAD MTL CICKER BRA.;IN6 TO � Lq SEERGP STRUCTURE ABOVE N� � Q w b" MAX. FIRST B GING POINT ROM WALL Q CHANNEL MOLDING , i i SCREW FASTENER � Q 3 -4 WAY - -45 DEGREE D A60NAL 12 6 -� WINDOYl HEAD _ HANGER WIRE - As.a i ALIC-y I e I2'-0" .G. 50TH wA 5. j- 4 c GYP. BD. EXPOSED TEE 5U5FEN�ION SYSTEM TEE BAR HANGAR TEGULAR ACOUSTIC F'A NCL j ``-12 6A. RTIGAL HANG R WIRES— Q i MODIFIED HANG INC a 4'-O" C. EACH 6',A CONNECTION CLIP J MAIN T' AR 17 CEILING TRAN51TiON _ TEGULAR SUSPENDED I A9.4 SCALE: 5' = 1'-0" CEILING TILE - ------ 1 SUSPENDED DRYWALL GRID CEILING _ ------------- _- THE ABOVE DIAGRAM SHOWS THE MAXIMUM 5f'AGING OF SUPPORT AND ----------- SYSTEM +q-O A.F.F. --------------------------- J BRACING ELEMENTS. COORDINATE V111TH MECHANICAL AND ELECTR'CAL ABOVE CEILING ELEMENTS WHILE MAINTAINING MAXIMUM SPAGIN65 SHOWN. — GYPSUM BOARD CEILING CHANNEL MCLDING EDGE AV �SEE _ 4" MTL STUDWORK WALL A134 qt—O" CEILING AT YVINDOW DGE CONDITION @ FLOATIN& CEILING s NOT UBED r DIAGRAM — CEILING PLAN Z X 4' LAY-IN ACOUSTIC, TILE I p TO FORM SOFFIT. 9 5CALE -OAs.4 SCALE: HALF FULL 517E A9. SCALE: A9.4 5CALE: 1/4"=1'-0" 4'-0" MAX. 4'-0" 4'-0" 4'-O" 4'-0" " TO FIRST f 7 1 MTL A.MSLE BRACING CHANNEL MOLDING GYPSUM BOARD X X A9.4 SUSPENDED DRYWALL 4 Q WALL LINE SUSPENDED DRYWALL GRID I GRID SYSTEM FACE OF WALL ROUT OUT PANEL FACE TO FACE OF WALL. GYP5UM BOARD SYSTEM MATCH RECESSED JOINTS RETURN qo* DRYWALL ATTATCHMEN WALL SHADowELSEWHERE PANEL CUT 1 Q O b' MAX.CLIP MOULDING TYP. CTABILIZGR BAR AT OPPOSITE MOULD' 6 TYP. .t ►- rSUSPENDED DRYWALL GRID - R5r B GING PONT ROM WALLSYSTEMEXPOSED TEE SUSPEN51 ri !HALLS FROM POP-RIVETS r `�Y5TEM toGYP M BOARD CEILING TEE-BAR TYP. w3 4 WAY - 45 DEGREE D CONAL 12 G-- i A9.4 Q 1 SEE P e 12'-0" .G. BOTH WA S. O j f _ Q N i SEE 6YP5UM BOARV CEILING �(' — fl/ _ RCP I 0 _ _ �--� BOTTOM 4 END CLOSURES I ------------------- =' ) / l A9.4 6A. TICAL HANG R WIRES a 4'- "� r 3 PART OF SHADE WORK. O.C. AT AGH GARRYI CHANNEL i i TEGULA 1 1/2" X 16A.G.R. GAR. YING 1$ CEILING TRAN51 TION SURFACE MOUNTED WINDOW / R ED5E GHANNE 4 I A9.4 SCALE: 3"= 1'-0" SHADE VALANCE ( / SCREW TO AGOU�TIC PANEL SCREW TO d TEGULAR EDGE �// MTL' STUD POP RIVET TO MAXIMUM OF tW0 MTL. STUD HANGER WIRE l. WINDOW HEAD ACOUSTICAL CEILING WALL5 THAT ARE ADJACENT NOTE: A5 REQ'D PANEL GRID AT WALL E?�GE GRID NOT AT WALL EDGE THE ABOVE DIAGRAM SHOWS THE MAXIMUM SPACING OF SUPPORT .AND WALL MOLDING METAL BRACING ELEMENTS. COORDINATE WITH MECHANICAL AND ELECTRICAL YVINDOYV SHADE VALANCE @ EDGE BEAD OR GEIL!NG PENETRATION ABOVE CEILING ELEMENTS WHILE MAINTAINING MAXIMUM 5PAGIN65 SHOWN. m w t4 COMMUNITY M E INC ROOM 100 10 EDC, rONDITION @ FLOATING AP CEILING ' 6 CEILING GF LAY-IN AGOU5TIG TILE ( TEGULAR EDGE ) 2 DIAGRAM - CEILING PLAN GYPSUM BOARD SEE RGP A9.4 SCALE: 5"=T-O" A .4, SCALE: HALr•FULL 51Z5 \A9,4 SG.AL'=: F.5, A9.4 SCALE: 1/4"=1'-0" �� 1 r SUSPENDED DRYWALL GRID j, 11 FACE OF MTL. STUDS SYSTEM 12 6A. HANGER VERT. COMPRESSION q0 DEGREE DRYWALL ANGLE I'-I " I. '10 DEGREE DRYWALL WIRE TYPICAL o �-STRUT- 1/2" ELEC. CLIP �— .e ANGLE CLIP 4 "DIRECTION STRUC O.C. EACH ITURE HELD ABOVE SLOT t // i 12GA. VERT. HANGER WIRE � WALL MOLDING PERIMETER HANGER WIRE •/ \ TO FIT OVER T-BAR. , � GYPSUM BOARD LIGHT FIXTURE REFLECTOR --� r ° / WITHIN SECURED TO MAIN 4 HOUSING f i. SEE RCP TEE BAR ' DIFFUSER WHERE OCCURS. I RUNNER. SEE MECH. 7CL 45 MAX.DRYWALL MODIFIED HANGINGATTACHME48 MAX.A5 NEEDECHANNEL MOLDING CONNECTION CLIP ® WALL MOUNTED FIXTURE �` /—W/SGREW5 TO 0 ° p TEGULAR ACOUSTIC, PANEL — 4 SUPPORT RAIL ' METAL STUDS — I 0 - = _-------------- GFILING TRIM PIECE, HANGING CONNECTION ' I 4-WAY 12 6A. SEE RCF ------- _ PART OF LIGHT FIXTURE CLIP O O DIA6oNAL BRACE GROSS TEE r WIRES AT 45 DEGREES e 2'-0" O.C. ACOUSTIC OR GYPSUM GYPSUM CEILING — r- T To THE PLANE 45 MAX. ° OF THE GEILI�5 AND ° I ,9 CEILING TRANSITION CEILING AND 5U5FENSION PARALLEL ro THE SCALE: 5` =r-O" — SYSTEM, SEE ROP __—� — INTER5ECTIN6 45 MAX. {{ #6 SMS TO COMPONENTS AT THE 1 -------- ------- --------------- SEE RG� ®_ GYP. BD ME tALMAXIMUM BRAGS LOCATION. I SEC- RGP EDGE BEAD THING 1ALL5FTHAT \ r--MAIN RUNNER 9 DRYWALL SCREW ° ° e �'-O" O.G. SEALANT-- ArcE AL.IACENT i FACE OF WALL ° ° f WHERE OCCURS ( I ,5 REGE55ED LIGHT FIXTURE11 LIGHT TROUGH @ GYPSUM CEILING SUSPENDED GYP. BD. CEILING EDGE 3 DIAGRAM — SEISMIC SRAGING SUSPENDED GEILI' S5 X A9.4 SCALE: 5"= 1'-0" A9 4 5GALF: 5"=1'-0" A9.4 ';GALE: HALF FULL SIZE A A SGA N.T.5, SEE PLA EXTERIOR r4INDOW WALL SEE PLAN � COLUMN BEYOND LIGHT FIXTURE -- -- �/ -- �-HARD WOOD TRIM MTL REVEAL 2 I/2" X 25 GA. MTL. m / � � BO STRUCTURAL SEAM r i�GYP. BD. STUDS ® 16" O.G. ___-- / / ABOVE SUSPENDED 3 �� `/ G'fP. BD. ,PAINT(P-1) o __ ��% i/ CHANNEL MOLDING EQ. EO. EO. EQ o i BRACED FROM STRUCTURE ABOVE - - SCREW FASTENER I —LOCATION OF r \ I I SHADOW MOULDING �/ / MTL KICKER BRACING TO SURFACE 5CORIN6 STRUCTURE ABOVE HANGER WIRE WHERE APPLICABLE, ACOUSTIC, TILE / MOI�IFIFD HP.NGING K+ ,/ GONJECTION CLIP EXPOSED TEE SUSPENSION w �+ SYSTEM /j —/j l /ice — 2' X 4' TE&ULAR -GYPSUM BOARD GYP. BD — \ — LA'r-IN ACOUSTICAL � I RETURN PLYWOOD SCREWED GEILINv TILE TYP. DOWN TO MTL STUDS 2%` MTL STUDS a W'O.G. 5 I I -METAL CORNER - TEGUL'\R SUSPENDED w SUPPORTED BY HORIZ. STUD I 6" CEILIP G TILE \ BEADS ACCEPTABLE �rt FRAMINC- A5 REO'D ACOUSTIC TILE, GYPSUM BD ® SIM. _ LEGATIONS FOR STUD FRAMING SUPPORTING ' DETECTORS / WOOD DECKING PAST NAILER I ----- -------------- ___-�_ —__�_ - --- SPRINK :,.5 __ ----- -------- 2X WOOD DECKING I I -- OW - --- --------------- - I HAILERS, SEE STRUGT. ----- ---- -------------- GEILING_� SEE RGP EXPOSED STL. BEAMS,PAINT TYP. ►� SEE RCP CHANNEL MOLDING EDGE 'r 20 ROOF MONITOR LIGHT SHELF 16 G IL!NG TR.AN5ITION tZ FLOA'rING GFILING DG e G CON;21 FLOATING GFILING 4 PLAN — MOUNTING LOCATIONS @ ACT. A9.4 SGA�E: 1 1/2' = 1'-0 A A 5 9"_ -0" A9.4 -SCALE: '-O" AtJ.4 L : H FULL 51 A9.4 9/4"=1'-0' 4 Revisions Cate Drawing Title 19 May 2003 CEILING DETAILS SRC, PARTNERSHIP INC ® ��DC 2216 • . Project No Hell Blvd.13800 New Tigard Library �� r� c�Wient�,ectN°JON 6UF2003002,1 75 01 125 SCHLEUNING ,x,x ARCHITECTURE PLANNING INTERIORS Construction Documents Drawl,Ly ; Drawing No , 631 SW Morrison Street,Sults 200 Portland,Oregon 97206 WL TRC, A9 *4 �1 PORILMD, 4,00N Checked byTigard,Oregon � GQ SMH T,603.222,1017 F:603,294,0272 www,ergpertnerehlp.com 0 oQ �' l� ! NOTICE: IF THE PRINT OR TYPE ON ANY r 11 r 111 r 1 111 111 I l I I i t 11 111 III 1 1 111 iii I't rfT l l..► r rr 11 11111 I I 1 Ili I l r 111 111 111 I I I l l 111 I l r 1 1 111 Ill 111 11111 111 111 11111 III III III 111 111 111 1 1 IMAGE IS NOT AS CLAS THIS NOTICE, Ka Jolt- EAR IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT11111-111 �11 teta�t t��I� Tllll lill�lll�lllllllll�lll�lllllll�lllllllll�llll llll�llll IIII�IIII lllllllll II►II flll�llllllll►III I{1lWWU��ii; Illlli►III�fH111 x4;` ,I UNISTRUT SUPPORT r EXTENDS TO '• STRUCTURE r rJ WEHERE OCCURS. SEALANT WHERE HM RECITE FRAME, -'--`\ � _ �� _ UNISTRUT P,JPPORT k —J PENETR.4TE5 GYP. ED. 4 MOUNT T.O. FIXTURE Y2" BE:.OW B.O. RELITE MOTORIZED PROJECTION SCREEN UNIT } FIX . $ J.=bT7YF. UNC ---------- �-_ — U rL WALL MOUNTED --JI SUSPENDED 6YP UPL16HT FIXTURE BD CEILING i 1 5z I I , AUDIENCE :IDE --} — MTL i:GItNER COAD i 5 WALL MOUNTED UP-LIGHT I R.ECE55ED PROJE(�TION SCREEN, ROOM 100 ALE: 5 21-0, GUTAINNIALL JAMS ' BENT ANODIZED ALUM. — ^ PLATE ATTACHED TO MTL STUD FURRING, FINISH TO MATCH CURTAINNALL `\ \ NINOON SHADE GUIDE CHANNEL BY WINDOW SHADE _ MFG o.T TAGHED TO BENT ALUM. PLATE NOTE: OTHER 51PE OF CUTAiNWALL OPENIN6 51MILAR, BENT ALUMINUM AN6LE5 TO BE PARALLEL ACR055 OFEING. PLAN DETAIL - MOTORIZED WINDOW SHADE 2 ,NOT USED A9,5 SGALF: 3"= V-O" HANGER WIRE Vol i i WALL MOLDING —� GOLD CATHODE - LIGHT FIXTURE ACT GRID AND SUSPENSION SYSTEM 2" CURVING CHANNEL MCL:)ING 16 3 CEILING EDGF- @ CURVED WALL STL BEAM — I A9 5 5CALE: 3 = ' i MOTORIZED WINDOW SHADE POWER SUPPLY -- RUN ALONG T.O. FL ; FLANGE, TYP. MISC. STL WELDED TO-- - ! SO STL BEAM, - PAINTED SAME AS STRUGT, i MOTORIZED WINDOW— ELE- BOX SHADE VALANCE -t I WHERE REO'D ATTACHED TO STLABOVE, BOTTOM CONDUIT ROUTING- I AND EMD CLOSURES INSULATION PART OF SHADE — WORK I I 5HEATHIN6 -` .... HOOD DECK _ INIzIrE FACE OF (:,U .TAINWALL MIJLLIUNS LIGHT FIXTURE 1 WHERE OCCURS, �'�-� mmmj T.O. CURTAIW ALL MULL. _ SEE ELE J. — — - CURTAINWALL MULLION I %, WINDOW 5HKE VALANCE @ CURTAINWALL 4 CONL'UIT AE OVE WOOD DECK A9 5 SCAi-E: 3" = -C' A9.5 CCALE: 3 -C --_ _---- .--' Revisions Date Drawing Title ' 19 May 2003 I N i �ED ASC , CEILING1IDETAILS S R G PARTNERSHIP � TigardLibrary �� Pro;cct.oNew 2216 6UP2003.00211 78 of 125 Consuitant Prue.:Vo JON R. SC HLELINING n xxx� \o ARCHITECTURE PLANNING INTERIORS Construction Documents � - --'�'3 Drawn by Drawutg. 621 SW Morrison Street,E-lite 200 Pt.rtiard,Oregon 97205 —� ed by tp PORTLANA�DR -�- Checked by Tigard,Oregon �' � A905 T.503.222.1917 F.503,294.f1272 w•mv.srgpartnership.com `� 5MH OF 6k� T IIIIIIII'IIIIIIIIIIIIIIrIIlIfr111rIIlIIIiIIIIIIIIIIIII'Iililfllilllrillllllll1111111111111illlllll NOTICE: IF THE PRINT OR.TYPE ON ANY I I I I I I I I I I f I I I I I I I I III I I III I I III I I I I I I I I I/� IMAGE IS NOT AS CLEAR AS THIS NOTICE. — -- �__. I I `tt—__ ��- IT IS DUE T 0 THE QUALITY OF THE _ No 36 ORIGINAL DOCUMEN f 8 L iT I LQ s6 ++G S 1a to G 8T 9t30X 6T [ 9T ►I S[ GT T[ [ 8 9 9 8 8 T�u. ill 1111 I GENERAL NOTE: Y4° X V4" ALUM. FLATBAR 55T. ROD SUPPORT BEYOND - I. ALL FASTENERS ARE 3/8" DIA. M. EOLTS; UN1_ESS NOTED OTHERWISE PLASTIC PANEL ATTACHMENT THK. PLASTIC PANEL WHERE CGGUR5 / - 5161, ZZ eSPACERHORIONTAL i " PLASTIC PANEL / • FIXTURE. 5EE ELEG. _ --- f 1- +�'-3" AFF SIM �- -- 5V4" X 2Y4" XYe" RADIUSED � - --_�� ,,-- LIGHT FIXTURE. HE ELEG. .�'•� ALUM. ANGLE ' 5PACER ------ X 4ALUM. RADIUS D } \\ Y4" " E � _-,- FLATBAR /g" THK. ?LASTIC PANEL5EGTION O�,�UR5 -- ------ 1 ' .. . - --s I t a ,�t i ��'`. 5 EA9 v �_____a EQ -- -----fir•--5 I � ', 1 - ---- -- I In - TrP - 5z T RCD :UPFCKT 5/4" THK. PLA':TIG PANT=L ,� E 51M. - 5,," X 2V4 XYe, RADIUSED - -•/ J � \ ALUM. ANC-LE �- ------------ - - •'-- r T 5 A9.6 I {. - --- r +�'-3" AFF' FLASTIG PANEL ATTACHMENT. — - 1 11 LIGHT FIXTURE. 5EE ELEG.— ALIGN VERT. PANEL � ' I I �• I - - Y4 X 2Y2 ALUM. FLATEAR ATTACHMENT W/ HOR1 ZON. I i A9.6 2 PANEL ATTACHMENT WHERE ADJACENT. I I I 1 Y4" X 1%" ALUM, FLATBAR TVP. ,=, As 6 I I I 5/e" THK. PLASTIC PANEL r! i WHERE OCCUR5 1 �J SECTION I 1 PLAN 1 1 5/4 THK. FLASTIG PANEL �� WHERE OCCURS �-Y4" X 4" ALUM. RADIUSED i t�j FLATBAR iii' �—54" X 2V, " X Y;" RADIUSED �� 1 I I ! l ✓ ALUM. ANC;LE I ' i 1 I I �—Y4" X 15/4" ALUM. FLATBAR i / - -- -- --- - - -- - -� -- i ------� -- Y4" X 22 ALUM. FLATBAR - r - II O O -�__ amu«• d... ....F, ...........rr'•Yr:.ix r;>tx L._ { I I I o O ''M L2,� i i I -----�:- 1 . A9.F) 6 ; A9.6 I I .' 1,P. A9.6 —• VERTICAL 5,g FLASTIG PANEL HORIZONTAL 3i4' PLA5TIC _ THK. PLA57I0 PANEL PANEL 1 WHERE OGCUR5 HORIZONTAL 3/4" FLASTIG PANEL 1 PLASTIC PANEL ATTACHMENT. LIGHT FIXTURE. 5EE ELEG.—•� VERTICAL 5/E," PLA5TiC,— f PANEL 9 PLAN 4 PLAN 2 ELEVATION A9.6 SCALE: 5"=1'-O" A9.6 5CA-5: 5/4' z t'-O" A9.6 5CALE: 5/4"= 1'-O" �o 5 CO) A9 t� ry Y4" X 13/4" RADIUSED ALUM. o FLATBAR - ---- - - - clo r 5V4 X 2Y4 X Ye RADIUSED ALUM. ANGLE FLASTIG PANEL ATTACHMENT A9.6 TYF. EDGE OF WALL BEYOND VERTICAL 38" FLASTIG PANEL MTL. FRAME ?, I j ! e HORIZONTAL 3/4" FLASTIG PANEL A9.6 SIM 7 ,o PLAN �5 ELEVATION A9.6 5GA-E. 9 = 1 C ).6 5•CA-c. 5/4 = 1-O �� 2Y WOOD BLOCKING IN WALL FRAMING VERTICAL 3/e" FLASTIG PANEL f_r CAULKING- Y4" THK. ALUM GO`/ER FL ATE rl HORIZONT,,L 5'.�" FL,45TIG PANEL tia/ Y4" X I Y4" ALUM FLATEAR 55T ROD 5UFFORT LIGHT FIXTURE. 5EE ELEG. -'Sia" THK. FLA57I0 FANEL - -- WHERE CGGUR5 •�---� ---------- ----- --------- ---•--- ---------- -� A - 9 R - --- --- _ +5'-5' AFF PLAN /�" DIA. LAG- FOLT5 - - - 1—WOOD FLOCKING � �•► � � �r �J�' I �-'+`�- `� ALUN1. G `/ER FLATS --- ---- -- -- ----- ---. 10 'r �- I [ A„ A9.6, _ _ I I ALUM. PLATE I �` i -- — .� - --- - -- � - I g THK. FLASTIG PANEL ,`----------------------------------------------------------� 6 A9.-6 6 WHERE OGGUR5 - ♦----- --- ------- --rte $IM./QFP SECTJELEV. �� —Y4" X I Y4" ALUM FLATBAR �. Na" DIA. LAG BOLT ATTASH� LENT c ikNA!.,1� CAULKING F ELEVATION 3 PLAN A916, 5GA,_ _ f A-i h 5GA__, 5" _ -0' A9.6 SGA�� 1/2' 21,-0 Revisions Date Drawing Title 19 May 2003 �� A� ARMA PURE SF� G PARTNERSHIP INC �eC1`u New Tigard Library ��' C� 2..16 DETAILS Hall Blvd. 13500 1� �� Consuluot Project N0 8UP2003-00211 JON R. 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BOOKOROF LINING WEL_'�S - - -- TO BE SEAMLESS ANL' =E Or, T - - RE rcE vGE DESK s ALL C GUNTERT J / ----- GROUND SMOOTH URFACES SA9.? , ---------- -------------- t== _ - µTQ_ --_ -_-- ----__ _ _ ---__ _ _ --_ -- CIRCULATION DESK s ALL GOUNTER'OF / - _ ' .RFACES - GCMPU'TE�t SGRE E%4 14-5' • S-6" A.F.FbRJ E SU TYF M WSHO D HARDWOOD BASE / \ PENCIL DRAWERC.S V LATER PLAN _i •--� �• /,�� C��'�� a9�� SGA_=_ 'i� - _ � t' _ WD VENEER n _ 10'J" • 2'-5 A.=.=. - K RAN 10'-O" • 2'-5" A-0 .F. AT--2 "ARDWOCD 5A51 ��\ i " - -- - ,F F „ FE'vG L DRAWERi- BOOK PROF 4 COUNTER ELEVATION -- 7 - � '�^ ` ---------_- i BE_CW. 5--E=E�F✓•a 4'-10" �! A9 ..A..= • 3-6" A.F. ' NGIL DRAfZR PLAM Z P_AM 2 PLAM 2 / � / `\ N, -GABLE TRAY / (} �O z � �i7. � -- - -- r W'. �� /q r v, ii � O O �------� � =— � � — � 0 �n�l k��/ � a. Inlet I n CART NIG I GAR- NIG 1 1►1111 s� ►►I , �„ I RENS DESK PLAN �. 5 __—___ 4i illilluuuq y, III 2 KNEE FAG_ KNEE PAG_ GH L:/ • I I ! i m' o, 11 11 I 1 ti ••� I LJ � WELCOME DISK PIAN n = I I I "Ah DIM LJ • "� � - #1 I I I I `♦` A9.7 9ti�� 1r' �WD-I VENEER �, /'7 j A9,7 CSS ' PLAM 2 --J VC-2 SOLID HARDWOOD BASE 6ROMET, TYR.— 611111 TYP• �- SOLID HARDWOOD LIPPIN6 CBOOK DROP 6 COUNTER ELEVATIONS -97 SGA_ R F._RENGE DE5K PLAN 13 � - •'NCO AG-I PANEL A9.7 SGA__: qa•;� A9.7 SIM PLAM - 2 W/HARDWGOD •,;� �\\ WD-1 NCSiN&FF - —- WD-I VENEER FLAM FINIS*! —� ` �� r/ rp r, OVER 5/a' PLY r Q / 1AD-1 NOSING 2" \ \<\t(� \N, FINISHED FO `.__ I 'M-- -- P --ANiir� \� ,y - ---— - _* SEE PLAN 1 1 l ry 77.1 l \ \ I G - 4r � - 1 O i moi' �J 10 1, CIRC OULATION DESK ELEVATIONS I -, 1 ✓ A , .. � •WD VELA=_.R FIN15- -D II ��iii _.r--_.�.r.- • e} ,2 I' rTL Ti1BE BC__C TO MTL STUD ►- ME_OMINE 5JES-RAE A9.7 LL ° c c Q PC VENEER BAN7ING- D _F TY . m _ r A9.7 SIM a� - -- --- ° A9.7 -_ - '� 7- ......................................TCIRGULATION D 5K PLAN J. in - SECTION - __- - -- - ---- --- — — — -- i 2_ COUNTER5UPPORT SMO T'i F1VS- 2-2 n ) 23 GA5EWORK REVEAL 5MGOTh TOPS e� I COMP.5CR==NS t I I A9.7 SCALE: = 1-C" A9.7 SGA..:: h•A_F 5� � AND EOG=S OF 22`� CIRCULATION DESK ELEVATIONS C -Y -- SCREEN TC BE I / c:GMPJTER 6"JE,AN. TO BE p HELD N PLACE 5!!7A ='` del ME�. N P:AC= HAR:;^CCD 3 8 P-LAM 2 COUNTER MIITF s a PJ M — 1\4 P-LAM 2 GOUN2R WITH aQ 7 SOLID HARDWOOD NOSING PENCIL DRAINER SOLID HARDWOOD NOSING Sim NOSING - PLAM -� 3 - V_R"GA, �� iv WCCD VENEER 2 _ - -- WOOD VENE=R 7 PLAM 5JPPORT rN -2 z VENEER 3" I: z a PENCIL All J /_ WH - WOOD VENEEIR II �'-- �� OGGL:� I _�- � —� NCS Nb _I WOOD VEVErR I L' f ----- f -- N� /� VELA_=R ��I S'a' B: - .o � , P-LAM 4 � \� �� bRAN=' v 1 13 WELCO� E DESK ELEVATIONS P-LAM 4 L - - - - 5- N- Fes, SECTION -- � RA,:.J �, A — 0 HARDWOOD COUNTER EDC E P _r=� A9 5GA�: _A-=5'_A.__ — 2-p ,�� GRANIT COUNTER EDGE ALT �,9 HARDWOOD COUNTER EDGE ` 'k- q?.7/J SGA_ =. -A_= ^yA-= A� 9.7/ 5G4_= FA_` :A_= / DlM. TYP. A" I'-E" A9.7 $lam -PENCIL DRAWER '�---- ALL SCREE v5 e 5 = r-- PENCIL DRAWE? BEYOND 2 t 20 .- ----' ^. 21 SOLID HARDWOCD NCc=N6 P-LAM -P-LAM P-LAM i A9.7 A9.7 -- A9.7 r P-LAM 'I / /--P-LAM 7 1 /-1- / / PLAM-2 COUNTER WITH SOLID -" { r—P-IAM 6 21 - LOCKING A. R_ __.._ I � 1 HDWD NOSING SEE •/Aq'r FOR -- I -_— - -- _ '^ r, A B• a n.. _yA9.7 �j I EiSE GONDiTIONF. P-LAM 6 F-LAM E —\ I PANE_ 15 ACRYLIC GOMPU ER SCR=-N, j ~_=t- -- I __._--- I_ _ �- � MADE OF ♦ I AHER= G �___ T --- ---- - ._<'. DIVIDER BUILT UP _ -- I - � BR S^ED 5'A NLES: S c.L - (2) I II I 1 I 1 �' I ' TYF. ♦ P-LAM � :_:_ _;,- � '�_ - - - �---. .,� - � 's/4' LAYERS I �- - -/-- _—+._- is - � - j ��.r� ��BCO�G:.R.^.F LINIPI6 - WE_De. to ry - , - - - - -- L----I SOLID HARDWOOD NOSING I I -- '" �' - - - F-_A � — I I �, I I I \ i - 6ROUNO SMOOTH --� ,' TC BE SEAMLESS - `— - \ I t - - ------- - '�- �% J -- - -- / ... .► •.. . I P=NG 1 L DRAWER BEYOND - ++ \'� T — � � STAINLESS STE.=1. 5L!DE P-LAM 'TIN REVEAL pANEL4 BE41ND WD VENEE°R� � I WIC TO 6UIDE BOCKS s N S�L!D HD EG3ANTO EVEN' 4 GILDRE . ) D=5K EL7YATION5 AN17 CABLE T RAY 97 Mr GH WD VENE=R I I �-{ WD-2 VENEER F WIRE: MANA6EMENT AND GABLE _ „ PLAM-2 SUPFOR'LE$ AND < 8" _� I TRA'T' S' DIVIDER BE"OND I I BOOK DROP CAR- NIG m r -- FEND L DRAWEES w Q 8 SUPPOR-LES AVD DIVIDER m DIM. TY&*. AT A9.7 / AG BEYOND I ALL SCREEN'-' WG-2 V1^WE:� f _ A9.7 \ ty _ N I I N I I " 1` Am SIM -- _ -- - - -- d ry YdD VENE:EQ PAN,.;.S NI VENE=_'c ANCINS fV = RABE3E rte. > WITH Ei:C-c SANDING � WITH WD-I EDG'c I I FACE CF COUNTER TC 5E ! BETWEEN PANELS BANDING BETWEEN o - MATCH WD vENEER A' a I 50LIP HARDWCOD BASE . A 37 - _ -- HDWD EDG'c BAND TO PANEL. to E' EC. EG. -- = _- _- �_ BASE YVD-2 --- WD-2 HARDWOOD BA.,E SOLD HAR;.WGCD Wc-2 ` 1 BASE t _I /ENE_Q r �, SECT ON BOOKDROP REFERENGE DESK ELEVATIONS �_� BENE-` - _ e 5ECTION - GIR\..U�ATION DESK - __ 7 SEC ION - BOOK DROP COUNTER _ _ A9.- SGA-= •- _ -.- T ---- A9 7 SGA__ 1 lig = '-f .49 SGA__ 'i i �9 \ r A_C Date Drawing Title Revisions 19 May 20036-12-05 CASEWORK ELEVATIO'S AND SECTIONS FULL SHEET REVISION Project No 13500 6 Hall Blvd SRG PARTNERSHIP INC 9U5New Tiand Libr � Cons'.1mmroectN78 of '1 JON R. SCHONING fO'"X izDm%mbv Draw:-a Vo Construction Documents ARChIT--CTURE PLANNING INTERIORS TRG 621 cry Morrison Street.Suite 20C Portland,Oregon 97206 � _• L f3 PORTLAND, OREi�-ems°. Checked by Tigard Oregon A907 T: 503.222.1917 F: 503.294.0272 www srgportnership.com �`��' O i Q QMH 1' } `",,�°zhr+,�i•.�;..'P.....Y.... ....__-.. ...._...,.......,!aiA�EGII#1L��rdMrarlerYleravmm» �Mu�.«u�,.:._... •w,...._,r,-M,,x. ,...,.,•. r4,., •w..-, -- -.,c.F+,,w.--za. _... ..: ..,...__ -.. wnc' I_.. iLII —IIIIIIIIIIIIII IIIII�iIIIItIff NOTICE IF THE PRINT OR TYPE ON ANY -II—II-IIII II-1 ,- I JillIITIY III11h Il II_III-I_III � lI_�T1_IIT� rll_l�l I I�rlljl l�l�1O�1lIIII�III��III I�IIIII III�I I JdILNOT AS CLEAR AS THIS NOTICE,IS cJ " IT IS DUE TO THE QUALITY OF THE __ _ N°ae O".ry?'- - ORIGINALDOCUMENT Fi, S L 96 L6 9L ti�mjii!llitl �91111 Z T�f O]L 8I B�T L�T 9t 9i 6Ii £�i ZT Itt �i 8 88 L �GII IIII I ��II IIII►IIIIIIIII IIII1 111 I�IIIII!II1-1II�III�I��I III�IIIII��IIIII�I I��IIIIII�III III�� III�III� �IIIII►IIL�IIIII�III►►IIIII�II��I�II�IIII�IIIIT�� ll�ll►[l��►I llWll LLlIll1�Ll ��NIII r ' I Y4" X I Y4" ANOD'ZED ALUMINUM SLAZINS CHANNEL W/ POLYVINYL INSERT CONTINUOUS i ALONG TOP EDGE OP 6LA55. 2 LAYER= OF %" TEMP. �— GLASS WITH PATTERN. ALL EXPOSED EDGE= TO BE � -- 50L!D STOCK WD-i SILL S - FLUSH WITH BLAZING ! 41' I GHANNE- TYP. BOTH 5 DE5 SOLID HARDWGOU (WD-U COMPONENTS FORYING — ANODIZ' ALUMINUM BUILT UP GROWN MOULDING I 6LAZIN6 GHANNE:. IN/ N\ 5E TING BLOCK TO HOLD 2 --- 50LIC HARaYVGGG 'r— GCMFCNEN T r-- TO BE GLUED i LAYERS OF pip" TEMP, BLAS:. _ (WQ-1,: TR;M ANi, CISGR:= ��' ANCHOR GHANNE'_ WY2, GAF5CRE -- By^GK;NG.O.G. TO CONT — — — /— };" WD-I VENEER PANELS 5LOGZING / 50LID HAR^.WOOC M / %, bYP. $D. OVER NOGD (WD-2) CORNICE STUD FF'AMINO GYP. BD ON 5TUD5 \ 6LA55, t 6 88 . `0 1 i .� I -_-------- -------- I I 1 44 N jr— I; — END CONDITION } BOCCASE DOOR 2 P-LAM BASE TO BE HARDWOODK A9 9 S" VENEER=) WITH 17 &9 �' - t8 PARTITION BOOK SECURITY EDGING. A9 9 A5.9 CROWN MOLDING FRONT FIR PLACE A9� SGAL : `'-� C•fZOW�I MOLDING @ BOOK CA5E 4 FIRE PLACE I ? r 8 rte• M-7L COLUMN Ei:YOND 515 1 -- -- - SCID I I 57RUCTURAL- RID MTL COLUMN BEYOND 5E= ♦�-- .� � — HARDKOOD VENEERED GYP BD. INTER::W WA,-_ _ -�'�`— STRUCTURAL 1 20 (W-2) GAPPING WITH 50LiD 4 MDF PANEL SGR,BED AT 1 E:.GiNG- TO RJN LEN'aTri OF GYP$D. INTERIOR WRLL I A3 9 ., _ - BA'K PANEL SE- _ BRACE FRAME I I PLASTIC LAMINAE PA ' '. rc c I I II !" E EVATIONS i I y< TEM, _R_D I SCRIBED AT BRACE AME GLA55 V1510N TO ALLOW FOR 5 TUE'c AT ANGLE, PANEL - LL HARDWOOD EDGE TO RJN �n •' ! i i HAR7WGG WD-I SING- Z_ Q "" u AROUND FO" EDGE OF I 1 w.-GLEaRANGE - 6YP.BD WALL I NSERT, ,p I F� a AT d m ------------- �1--- -----------I ---- - , F.P. I ---- --- - -- .' I II I VERIFY SIZE. � ' BACK GUSHION�E s } .,' K'A5E I MIL. EDGE BEAD — -+-- — — — — — — — — - - - - -- -----------------------.._. -- 500 1 OOR TO BEc I L 5/8" bYP $D. ON 2 21/2'MTL 1 ARDWOOC A9 8 i STUD FRAME. I VENEERED t 0 I ` ,�_ a-_ ---- I --------I (W-2) I^,ITH - -- l'TL BRACE FRA ._ .c= - ----- :.: -- ' A 50LID EDGING J STRJGTURRL MIT L5 UD5 }`�I ------------------------------------ :'., STRIP �• CANTILEVER Llt'.RARY I I p/p" G`rP. B PAINTED SOLID e _ - =----1_--=- 1 SyE_VINc NIG I I SEE FIN ' 5 SCHEDULE I -- UPHOL5 cR� Sc.4 d _-- - -- !' HARDWOOD 1 TRIM I / FASTENED DOM TOIONS- TO ' L BRACE FRAME SEE - _ — - ------ - - _ _ TRUGTURAL \ :' -11D s� ��s ' ' GASc;NGRK m •-- � m � ME ELEVATIOBRACE N I LIMESTONE HEARTH AND NC5iNG OLID HARDWOO,1 BASE SOLID r c– BRACEFRAME WALL @ HEAD t3 SHELF @ BRACEFRAME �W t� --- --- As.9 5CA-: 5'-- t'-C' As.B 5C'AL:: S :1 A9.8 bz RO - VERiFY A9.8 COL RID LINEOFWALL AT BRACE FRAME SEE A2.1 d A2.2 FOR LOCATIONS 3 DOOR @ BOOK CASE SECTION @ FIREPLACE 3 SECTION @ HEARTH BENCH t SECTION @ BOOKCASE clir - _ s A9.8 SCALE: I"_ "-0" A9.8 SCALE: 1"=t'-0" A9.8 SCALL: . = V-O" GUR AIN WALL A9.8 1/�r.5,5/8" c;`'P BD. ON 2 1/2"MTL P LRM (FL-8) BACK G UED UPHOL5TER=7 SEAT INSTUD FRAME I IAND FIXE? TO BENCH. II FOREGROUND ALIGNS5 L'BRACE FRAME5EE I "-LAM (PL-8) BENCH SEAT 11 WITH VENEERED PANEL FACE OF WALL OR GLAZING THARDWOOD WD-I NOSING I —VERTICAL STONE BEYOND NOTE: FOR ROOM e'S AND P-LA F(PL-8) BENCH BACKLOCATIONS SEE A2.Id A2.2ITO ME_ HORIZONTAL MULLION -L AT 6LA;:ING MTL PLATE SEE _ L — — — — — — — — — �O FIREPLACE IN5ERTSIM: ROOM •14E ALL PL-8 STRUCTURAL - — " 13 .As.B „ e a = ;BUILT-UP LIMESTONE LFpINAT- TO BE P-LAM(PL-8) BENCH SEAT RUBBER BArSE I �'� SIM NOSING d ;:' R_. AGED WITH PL I 12 w .e' ♦. .. '' '•'•• :FfEARTH I M BENCH BACK AGAINST WALL A9.10 \ •. F-LRM('�L-8) PANEL. '. :SOLID WOG) 570E 13 WHEN BENCH F.xTcNDED 4. ' A9.8 :, �•-� BENCH TO EXTEND AT END 8�1 I --- iitim ,. • 1 ` SIM NOSING -- --- --_ ! M OF BRACE FRAME WALL AT PLENUM SEE MECH, __________--, I I I 1 I" 1 -7 ROOM pl,b REVEAL ♦� •� I ADJLK•TABL—F 1 r---- j 1 I SHELVING % - ._ I HARDWOOD WD-1 NOSING- BRACKETS -- 1 I I I I I SOLID EDGE P-LAM(PL-4) BASE T MAT".1-1 FAN I I O .. CL _, I P-LAM(PL-S) PANE:. �' I Vi 41 f ��_ ., ! P-LAM(PL-4) BASE LOCKABLE --P-LAM (PL-2, BENCH BAvK. VE)`IEEficE*> PANEL (W-..). �_- TO BE SCRIBED TO BRACE 5Ec E!-EVATIO'4 A=.03 _ --- I 5�!DG G _._-.. FRAME AND GU- TG RELIEVE — \ LA� I I I Itva=e4 __><'' i c. �=_ ,�.��.:: FOR �`E,•'cTIGAL I G-LA- PRS 5 ' _ NOT AT SIM. REVEf,�S BENCH WITH GRILLES @ BRACE FRAME # # # " -- I t8 BRAGEFRAME WALL @ BASE 14 ROOM #142 #232 #203 io STONE HEARTH 4 BE ROOMS 116 1 �46 235 1-i. 9 = 1 •/2" _ -C' A�' SGA_:. 1/s= A9.8 SCA-Z: 1 •/2" - 1-0' A .8 ,iAL1: A .8 SGA : � 'I M — PANEL. SEE ° SRJSHED Y4" 55-. WIRE ! PROZ-I—i ON Se-R!EN TO ELEVATION A5.05 — FOR V-RTIG.AL PROF CLEAR 0 WAC- 5C:LIC HAR✓WOOC --�— MOLDING. 5=E TRIM (WD-I)TO REVEALS AV FOR MOUNTING. — i - DISPLAY BOAR:, lL SOLID HARDWOOD (WD-I) = --- _ COMPONENTS FORMING SOLID EDGE in -- HARDWOOD NOSING WD-I A9.10 —SL.ATWALL CISPLA`' TO MATCH PANE- --. TO �, _ I BUILT UP GROWN MOULDING -- -- ---�♦ ,5.5 NG _ .w SYSTEM -C BE SEE a ._ GOMPONENENTS TO BE r FIN15rE.- WITH j I BLUED AND )'SCREE--" VENEER WD-I --501JD WOOD BABE -- -- — I -4j PAST•.NED P-LAM COUNTER TOP 1 �t (PL-2) DRILLED TO REC'E V E 1 r r L SLA'WALL DISPLAY - AIR` DIVIDERS SY5�M ALUMINUM I SEE A5.1 - -- --__ F-LAY PANEL (PL-4; TG BE j RAESE'''ED AT BASE HE 51-i-. 2, BWGK!N6 a r 2 5 GTION @ BOOK D15PLAY A9.8 SGA : 1 = ,-0 G�JED 70 BASE I L P-LAM BACK (PL-2) TO BE GROWN WALL MOLDING @NORTH WALL SLATWALL D15PLAY j1 BA5E@ HEARTH 4 BOOK CASE PUBLIC NEW5PAPER 5TAND Revisions Da'e Drawing Tie t9 stay 2003 INTERIOR 6-12-0� MISC. + S R G PARTNERSHIP INC - 5��` 1D A�C�r FULL DRAWING REVISION °'`2216 DETAILS New Tigard LibraryUII2 0 00211 Coru�l�t P:a'eet Na\ BUP2003.00211 . JON R. SCHLEUNING �' ,x, 78 of 129 ARCHITECTURE PLANNING INTERIORS Construction Documents �� - -a-3 Drawirg�c Dawn by 821 SIN Morrison Street,Suite 200 Portland,Oregon 97205 TRIS A908 t3 PORTLAND, OR Checked byTigard,OregonT:503.221.1917 F;503.294.02?2 www.ergpartnerehlp.com OF ' NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III III I I III III IIIA I III III I h i�1 III III III I I III III III III III I�I II! I I III III III I I III III III I I III III III I I III III III I I III III III I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, �.-- -1L _-_-. -- l_---_—__4 _.._I...._-.�L---I IT IS DUE TO THE QUALITY OF THE No 34 ORIGINAL DOCUMENT 8 G tWwill g Z I 1r 6 B EI t 6 L e t 8 i G L t Q t it t B t l;t t lIt 8 I L 9 9 f [411211111111111111111111 IIIIIIIIII IIIIIIIII hild1 IIIIIIIII Illllllll illullll.11lllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII,aIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illi�llll llllltlll Illl�lil IIIIIIIII Illllllll 111111 ull 1 ul1luu uuluu IIIIINII I. FOR INTER.OR ELEVATIONS SEE DWG-Z. A-r-.,x - A5A. 2. FOR MIL-ONORK DE-AILS SEE DWG. AQ.S. 7 fi 1 ,r 11-10" U.O.N. MIRROR GE!1_I146 AFF A,,.,,_ �R VERTICALSE_c GL6. PLAN tvJ=A__ MITER d CONT. WELD ,. PLAM. COUNTER NC5NC-, Pfau P, P.-*v Rcc- `cam ----SOLID h.AR:WOOD I A9.9 — 2.7 h0-1 PLAS IG " GYP BD. SOFFIT, SCRIBE- c T # 1� GE'L!NG OR NALL FINISi' SAME AS A9.� I --� '�✓ <V- I LAMINA;c —SOLID HARDWOOD CABINET DOOR ' ------ -- !,,7 — — -._,--- WOOD EL iGKiNb COUNTER TOG- N05iNb - I- I J �—SOLID HARDWOOD }, 7 BRAGKEI'G CANTILEVER STEE IAC-1 . - D I M. FT. Y / LAV. SEE MECH. - / (NOT A SIM.) — F,r- AT FAGS OF �' _ ` INSULATED DRAIN a H.A. j in = R= v A.'.F :Nc Wit- SUPPLY SE. PLUME. _�— I 9•t MINIMUM CLEARANCE of �� Q � _-,J = ( 3 ) BOLTED CONNECTIONS 1 SOLID HARDWOOD VENEER GAi?INEI CONT. Ix3 WOOD CABINET DOOR- PLAM. OR i TO STUD FO F:R=_AGE INSERT BLOCKING HARD;N.. VENTER W/ HARWD. ED6E I +t I" HAR7WOOD IX2 I DOOR W/ SOLID HARDWOO-1 EAN:. a-=-=- DOOR iNT. E:EVS. FL^r^ A9.9 STOP ED6E BAND I' _LIMES'ONE FA`= TC : D: I _ GA$IOR TOP N a o S=- E e � OF FiRr PLAG� INS=R' (NOT AT 51M) (NOT AT SIM.) OR SIDE L WHERE OCCURS 5E= MAX. E. D PANE: ® �X, O.-., N.- ELE'VATION A5.03 FOR FACE OF WALL EXTENT OF STONE PANELS 5_ COUNTER LAV5• UFFER CABINET ,� MANTLE FIREPLACE �, HARDWOOD NOSING 9 RI: EAL A4.9 SGA_.: A9.9 5GA_=. '/�. -..= I ��- Gr•::R<" V:N="�E: A°4 / 5-A-E: 1/2 -_. A9.9 SGA..:: '/i I PJ�u -!" U.C.N. PANEL' . S _ E_=VATiON P�,u ROOV NC= —� :'c_IN6 AFF o 5=E GL& PLAN A=.05 FGFc VEI;TIGAL _ REVEALS 2'= 2.7 10 I �-t --� I P..AV ROOK \05. —J 5CRI=E TO WALL TOP OF UPPER CABINET �� I Ii 41 SOUP HAR✓WCC:. WHERE TOP IS 9 -J —* �-_315,1 21 7 _, POTENTIALLY - wvD c- P A � AM i`IA, I I L ., IG I � V 5..__ L v n COUNTER TOP 4 NOSINv -"► _—_ FOR EAGiCING NO. 12 FH. WD. SCREWS W/ �� _J _ c -8 2 224 SOLID HARDWOOD '— FLATE DETAiL -L;. - C,5. FINISHING GROMMETS 6 �- YVi�-! — I 5E= E;'AF.2 ;.;' I'-O" O.G. MAX. EOUALLY PLAM, GAS=hCRK SPACED PLAM. m � F AD 1,S-ABLE SHELVES r------- - CASEWORK CONT. IX5 (2) NO. IG FH. SHEET METAL r I I WCC,✓ GL=A T 5GREW5 a 1'-4" O.G. 11 I r I ! MIGROWAV` DOOR STOP °., CABINET BACK 49 9' �- ---•�- -� 1 FACE OF WALL 2 LA rEIRS- /6 TY'FE X NOT AT SIM) iJW GYP E;. \ '..'' METAL STUD AND G', . BD. 't - __ __ �\ PARTITION- SEE WALL TYri=S CHERRY VENc_Rr �—PLASTIC, LAMINA--c L — END FANEL v EXPOSED ENDS PANEL. CABINET DOOR (NOT AT 51M.) -� N!AN-LE @FIREPLACE SIDE PLASTIC LAMINATE NOSING UPPER CABINET ATTACHMENT 6 UPPER SHELVING CABINET z UPPER CABINET W/ MIGROWAYE SHELF A9.9 5GA_E: = 1-C - A9.9 SEAL°: _ -0' 18 14 10 y F_AM SGrF?J:= A9.9 5GAiE: '/2 =.5 A9.9 5GA_5: 1/2 F5. A9.9 5GAL°: '/2=5. I C WORK GOJNTER ;.x T EN:.:J A7 PINI R..GN'NCS` -- 517E OF BRACE FRAME ROGM — '`•�' 'BC "moi, "4B, 2':, 2'7 — 50LID HAWGCD 5ETTING AND EEA- FOR /�— F�R=FA L_E^ORK Cr-- HEy`R^ T H PL P C2, '0. '9C, 47, '48, I ALL T ,A*^5 O AVE SEG G � 2'%• 2'7 N,, NS :SETA L 14 POOR G' TO AA,__/�TH A_. t a r R _AS= ANG-�5 A9.9 SIMc--2 -a,=, 2C° GH..RR VEN"cR_? _ - — IN�RIC�c TO ALL FLAN. GOON cR14 RO -S T r I I A_ °',••• P�-2 '14, 11'1, 118, '20, ROOti'S TO HAVE BGOK GAScS -e ,2, 224 A9.9 2C2, 20� 2C° HAR:�r`000 All SIU P� �� NC5 NG SEE 1 J - -_ - — , - OETA,L 13 — HIN6_S TG S` CONT. IX5 FP... -(2) NO. 10 FH. 5r'E= METAL I t 1 PL-= •45, •44 c5 A9.9 I FACE 0=WA__ GONGEA�EC WOGD CLEAT 5GR W5 ® I'-4" � I SHIM I I NO =: FOR RCC'w NOB AND NO. 12 FH. YC. SCR=/NS W/ LOCA�GN5 57_A2.'a A2.2 / CHERRY DOOR 11 - - / C,5. FINISHING GRGMMETS ® PLAu WORK G0_NTER / Ix5 FRT. LEDGER I SEE=GrE:JLE ASGVE 1 VENEERED PANE_ �— / I'-O O.G. MAX, EOUAL_Y n I AT WAL_ BEYOND STAGED ° FOR _GGA-ON ANS =.A-' WITH SOLID HAR�WGOD I FOR BACKING _ _ iv FN=-• / LIPPIN65 TO EDC, ! 1 I o __ P.w. BABE GA=x I 1 1 PLATE DETAIL —6GTTOM OF UPPER �, L. �/— _ X 2" X Y=" 5-,L. C-== b/A9.2 _ _ CABINETr~ 1 __ I �' PANE_e TO BE PLAM F Iv.SP4 1 AN��E BRACKET _ i t o I r e 6 52" O.G. MAX I A-_ENC PANELS TO BE FJLr - I I -- .� F' ODR �Ii' � 2'-0" U.O.N. � � RJB15ER BABE 1 SGR EE TO WAL.., TYF. -ALL 5.JPPORT PANELS TO HAVE ANGLE BRACKET 8tiE LEVELERS IN WALL BcYGND COUNTERS WORK OPAL 3 �, BA5E CABINET 19 PLA'► DOOR DETAIL BOOKCASE ,5 COUNTER 5UPPOR7 BRACKET 11 UPPER GABINET ATTAGHMEN'i A9.9 _LA__ •/2 -.L A9.9 _ A_c /< 5=GTION SCRIBE LAMINATE TO /'�•f--(2) NO. 10 FH SHT. MIL. ::' WALL 21- SGREW5 ® I'-4" O.G. � 'C2, '•a, '8C, "��, '48 117 50LID r'AR.7WGOD _ 2 " I#" CORNER (WD-2) FDR BACK' - - _ NG ;`�; NO. 12 FH. WD. SG�v✓v5 Wi HIGH (UON) F_A c DETAIL BACKSPLASH A �+ ^_4 ".,', /� C,5. FINISHING &RCMMET5 _ 5=E 1/Aq.2 1'-0" O.G. MAX. EQUALLY -�'' _ ! - ---- - - - v _ .'• 5 GED COUN ER TOP- SCRIBE BOTTOM OP —` PLAS A"- ` rc WALL AT ENDS W/G TIG LAMINA c 14 CABINET I �~GABfNF� DOOR i I A9.9 SIM. Z. �� BOTTOM F c IE O --� GONT. Ix4 � I OR I WOOD CLEAT - . _ - - - , RE°R16EQATClt GGJNTER t " -- _ GOVT. 2X WCCi. FOR BACKING - `_ _- SET . XE N OD BLOCKING- I BACKSPLAB j CHERXTE DETAIL L. NT AT FLOOR. I - _- PANE_. �_:= ELEVATION BLOCKING AT CABINET 5E� ?/Aq.2 S e TYF• ALL GA =WORK BASE FH. WD. GR,,WS W/ I R,�ciR BASE NO. 12 AS-.r,? =C'R ✓=<TIGAL - - - GS. FINISHING GROMMET5 0 1 I /-- FLOOR FINISH R=/=A_5 '- I'-O" O.G. MAX. EQUALLY d 1 / CONTINUOUS TO WALL --- METAL STUD AND SPACED I J GYP. BD. WALL. _ -- i FLOOR ---__ 5EE WALL TYPES \ �—CABINET BACK FLOOR \�, FLOOR _ 2'-0" U.O.N. CONT. Ix4 WOOD CLEA'— (2) NC. 10 FH. SHEET METAL Eli SGRMAS ® I 4 O.G. 2O N R ,6 A99 , 5A5E CABINET @ DW OR REFRIGERATOR GOR E PANEL DETAIL BASE CABIN _T ATTACHMENT 12 BAS CABINET ,ATTACHMENT / BAGKSPLASH e BASE AT CABINETS A9.9; SCALE: A9.9 SGA : 1/2 = Revigions Date DraW4.1$%t b-12-D3 19 May 2003 CASEWORK DETAILS SRC, PARTNERSHIP INC ��,� A�C��r �� FULL DRAWING- R.M510N �`°�ii16 Hall Blvd.13500 t New Tigard Library BUP2003.00211 . '' eoerJm:PbJec No eo or 125 �J~ JON R. SCHIEL'NING r� ><x>oc ARCHITECTURE PLANNING INTERIORS Construction Documents �_ ,� _ _ -•-'� — Drewnby Draw;-c\e 621 SW Morrison Street,Suite 200 Portland.Oregor 97205L L I ABD J3� PORTLAND, OREGON Checked EB A909 , T:503.222.1917 F:503.294.0272 www,srgpartnership.com9 T iEa''d.Oregon Y V.e F G NOTICE: IF THE PRINT OR TYPE ON ANY r1 I I I f I I LIV IIII I I I ,IMAGE IS NOT AS CLEAR AS THIS NOTICE. _ ___� I �L I I I J --I L�I 4� I I 1 I_ _ 16� I I _I-�. I I S I I I ;i 1 �U1 I I �_I I J � '0 if C� r7 IT IS DUE TO THE QUALITY OF THE _ _ _ _ No ae ORIGINAL DOCUMENT C �BL L�L e��L L I �4C, S�� I L tL �oL j 8rt 9�t Gfft 9i t ft I St Lt ti c�t � �d I 8 L 9 9 f E L I t��. III)IIIIIIII)IIIIINII�INIIIIIIIIIIIINIIIIlI�111111N1�lllllllllllil III�IIII�IIII II IIIIIININII�IIIIIIIN IINIIIII�IIII�IIII�III�IIII�IIII ILII illl�llll Illl�llil III Iilililllllllllli Ilil�!W �Illl lil�ill Ill l�ittllllifN� I A I I j MTL. STUD - -(9yF. ED. s /a 6YP. BD WALL FA�.E SFE WALL TYPE Ix3 FR- E�GK'6. 1'-0" MAX. b" •- REGE55-cD GABINE- OR ,� PANEL. 1 ABOVE ��' RC. JAMS. 5iM 1 --- ------- Z 6YFD , RE/EA, MCL. '.N6 _ A9.3 ,A--- I � F'-, 2x!/4" BAGK& TO R„N AROUND THE PUL: PLATE 2'-S" LONv -------- I .. --- BOOK DISPLAY CASE. -,� _ - -- --------- --SHIM SOLID HARDWOOD GAS=: .4 1 N - I - CA- TR.M (WD-I) TO WALL FACE �-2 1/2" METAL STUDS GE!LINb C--- AN6i_ ANG; OF BOOK DISPLAY w ------------- --T= BRAGKE-. F,AS cN A;,GVE THR,"' MTS. S�v:. .4ND �� `�-- � _ _ CONTINUE LAYER OF - __ r a� _ c_ -_ '---- - - - - __--------- `-' P- AMP -b G ASIN6 ?O � �(2) b GX 20 (SA MTL � I �'• � -�- l��-S�-g!IN.R. 6�ce� AR', � - �GNTiNUGLS GGR'�EZ !vJA.R:� BAGK� W/ 3r'a" DIA. MAC-. BOLT L (PL-a) ~ @2 W/ WASr.ER a NUT j Ix? FRT LED6E' -n - - SILL , JAMBS. HEAD AND STUD- E JAMBr B- D GG '� aU / ABOVE - BACK (I) LAYER !:/6"-FIRE V - - - - RATED ;YF. b�. - BASE TZ g RECE__E. fRaGKS (2) LAYER 1/2" 6YP. $D. LAMINA'SE.. I - 1 - CANTILEVER A�,I�IGLE SUPPORT BRACKET ; � I I HR. FIRE RATED WALL Y4" CTO 5LIDIN6 DOORS NQS: A9 '•C SGA-E: 1/s =5 PLAN SE.;T CN IQ" I I I NOTE; / ! I FOR INSTALLATION COMELY FOR TYPICAL NOTES i HARDWOGL' VE'vEER OF HUL ECIFIC NO. U510 MENTS DIMENSIONS SEE A9.10 PANE- CORNER HEAD @BOOK DISPLAY s PLAN - RECESSED GA�.R INET IN F.R. WALL 4 CORNER GUARD C GCS. @ 1 ,HR. F.R. WALL 1 CORNER GUARD ELEVATION c g F- �A SGA,_: •/� _•-C A9.10 5CA-5: 1/2 F6. UL DE.,'SN NC. UACCN A9.10 5GA,�. / A z Y." RZ-VEAL W/ A9.10 GAS: 1/2 HARDWOOD VENEER TAPE ON ALL INSIDc_ FINISH NAILS SURr'AGES Y4" GTG SLIDING DOORS 5E= WALL COUNTERSINK AND FILL MDF SUBSTRATE 1 I "fPE HAR7WCOD WALL GAP I HR. FIRE RATED I I P-LAM (PL-5) GA51N6 TO D W !/a" Rg" i".S I I Si LL , JAM55, HEAD AND I I BAGK HEADER. SIM A9.3 F �-(1) LAYER 5/b" FIRE RATED 17 GASEkNORK REVEAL HOUGHTON ROOM -``1-- SOLID HARDWOOD CASED O ++� RECESSED D GA8INET E_ TRIM (WD-U TO WALL FAGS ` - OR FANEL p o a HARDWOOD VENEER „ (2) LAYERS 1/2" GYP. W. Z F� AINT EXPOSED EDGE t PANES (MANTLE OF BOOK DISfiLA, - HEAD) LAMINATED Qp r THINSET MORTAR }� SILL. SIM e } bYPSUM BOARD �S As.3 w PAINT GRADE WOOD --Z 6YP. REVEAL MOLDING w SECOND LAYER OF GYPSUM ` LIMESTONE TILE, 5-c! TO RUN AROUND THE FULL I FLOOR BOARD AS REQUIRED I 0 5/AS.S FOR EXTENTS _ FLAN6� CORNER BE } F BOOK DISPLAY CASE. K 2 LAYERS GYP. 6YF. BD. WALL ALUMINUM EXTRU5!0'r 1 NAILING FLANGE AT �-GYF. $D. SETTING ` AY 9 BE - REr..,E55ED CABINET IN F.R. WALL 5 WOOD WALL CAP �/ FROM EUXTRUSiON, MIN. 2AG CK JAMB @5ILL JAMB @BOOK DISPL 5GAM: 1/2 5. A9.10 5GAL-: 1 '/2 -'-C UL DE516N NO. U5i 0 1 FiREPLAGE SURROUND ° A9.10 SGA_': 1/2x.5. � ' �-FINISH NAIL5 -CONTINUOUS CORNER CVUARC TAPE AND SPACKLE COUNTERSINK AND FILL_ I ,e FIRE PLACE STONE VENEER JAMB - -"` 1 6YP BD r�" HARDWOOD WALL CAP MTL STUD WALL, SET: PLAN HEAD 51MILAR _�- FOR WALL TYPES � -��7MFAGT STCRAG-E C - MTL WALL REVEAL AIL TO BE RECESSED - INTO FLOOR, VERIFY -- --- - -_._- SECURE TOP OF TACK �_ RAIL TYPE - ` / FARRIG WITH MTL REVEAL p W/ TOF OF EA T, FLUSH LINE OF CONT. IN--m:, WHERE FABRIC ,ONO. FLOOR _:z_ ALUM. Fi_AT BAR -.r OCCURS BEYOND I RUBBER EASE TACK FABRIC, WHERE -n I PREPAINT EXPOSED E✓6E HARDWOOD "RIM OCCURS DOOR FULL � R ASE I Q> I � 515HIND R„Z$ENUM TRUEICN '�- - TAPE AND SPAGKL.E � to PAINT GRADE WOOD 5" X V" X si(t," GON-. COOK STILE I \ w `� J -_ i i SHARP CORNER - - --- EXTRUDED ALUM. _ - -- -- __-�-- I PAINT GRADE WOOD CHANNEL BEHIND 1 1 HARDWOOD PULL ! �.- - NOTE: FOR FULL STORAGE RAIL TO I ELEVAT!CN OF PG1KET I BE ANCHORED TO GYP. BD. WALL I DOOR SEE DOC^c FLOOR AND BEDDED SCHEDULE IN CONTINUOUS -41'x" X IY." X a,(a" CONT. .= HYDRAULIC GROUT• s 2 BC.. DOCK PJLL 4v2" X CORNER 14 GYP. REVEAL 1G REGE55ED 5TORAGr TRACK WOOD WALL GAP ) AXONOME7RIr.., - CORNER GUARDArAB.10 SGA"=: 1/2=.5. A9.t0 SGA-: 1/2F.5. A9.1SGA : \C SGA EXTRUDED ALUM. A9.1 o GAS: F5. I _ CHANNEL WELDED TO 5" 1 FLAT5AR, CLEAR ANCD. 6`7F. RI . ELEVATION - FOGKET DOUF, PULL 6. -. ED OVER MTL FINISH �-HM RELITE JAMBE, 57JD FRAMING; SEE CONT. 'SY2" X Y4" 5TL �" X I Y4" X 4'-0" LONG SEE E t3 FLAT BAR 5TOP, PAINT ' HARCWOOD TRIM DOOR ` A9.3 SIDE MOUNTEC 5-;=S- I MTL COLUMN,NO COL. AT ,�-METAL STUDS I PULL &SUED TO ALUM. GAR R` INCA MTL STUD �- 1 /�MTL STUD FRAMING, FRAMING TRACK CHANNE- - SEE WALL TYFES / 6YF BD. INT`cRICR'NALL ��5i8" GYPSUM BOAR:. 5" X 5%6" CONT. ALUM, _ - FLAT5AR, CLEAR ANDD. MDF PANEL SCRIBED AT � ,�- / - BR-VE FRAME �-6YF. BOARD FINISHING FINISH, ANCHORED TO _ RI -I i COMPOUND. FEAT HER a OVER 2'-O" MIN. WIDTh. ----- - ----- DOOR STYLE W/ C..IC - --- - _ SGREAS AS REO'D NOTE: THIS RELITE - - -- - - - -- - 15 FROM 5'-0" AFP _ ' - -- - -WOOD DOOR W/ LVL - TO b'-3" AFF �c I HAR^WGCD E:.0-E TO EE ALUMINUM EXTRUSION STILES, SEE DOOR I PAINTED. -- -- -- - - - - - M-LREVEAL ��- SCHEDULE \ I CONTINUOUS CORNER 3" X lY�" X 9�6" CONT. SHARE CORNER GAURDS• - 5" � TILE BASE `.. MTL.EDGE EE.aD CORNER EXTRUDED ALUM. I- 'I.. 01 GUARD �- T y. _i LCED TO 5" "910 m �- TILE THINS-ET MORTAR z 3/6" 6"P BD. ON 2 I/2"MTL �-- CHANNEL WE I t, / FLA I BAR, CLEAR ANCD. -__ ..__- --��--L---------- ------- I �- STUD FRAME TO BE PAINTED r FIN15+- ALSO SEE FLOOR CERAMIC FLOOR TILE ---- / MTL BRACE FRAME SEE 1 - - - - - - - - --- -- - PLAN FOR GG TYPE CLOSED-CELL NEOPRENE d WALL TYPES x�o SEALANT I I I I I STRJGTURAL "BUMPERS" AT TCF AND `� X 3" X Ya" 5TL SJFFGR'S, -ERIGK VENEER OVER BOT. OF JAMS/ DOOR MTL STUD FRAMING, AS RECD WE-D�, TO FL.A- CMU EEARAC5 WALL STOP SEE WALL TYPES BAR STOP 4 ANG-'CRE:. TO E="CND A. R.0 D ,5 - LIT @ ND OF CURVED WALL 11 TILE BASE BRAG „FRAME WAL / COLUMN 3 CORN R GUARD CG. @ NON-RATED WALL 19 POCKET DOOR PULL @VEST. 103 PLAN R A9.10 -C A9.10 SGA 1 1/2" _ "-C A9.10/ AL-: /2 - (A9 10 � • �.i ---- --- - - ---- - Y Date Draw'::::T'.::e Revisions 19 May 2003 6-12-03 MISC. I'N'TERIOR ��D 1 tjn FULL DRAWIN6 REVISION ftj 2210 S R G PARTNERSHIP INC New Tigard Libra �s� Ii,IC�,f DETAILS Hall Blvd.13500 ry Cons•A:ar::ProJK:N*0 SBU�P2003.25 211 JON R SCHIEUNING xxxx Draw:ag c ARCHITECTURE PLANNING INTERIORS LIM Construction Documents .� Drawn by 821 SW Morrison Street,Suite 200 Portland,Oregon 97205 • TR6 9 Tigard,Oregon �� POR11 AND, ORES O Checked 5MH A9s10 T;503,222.1917 F:803,294.0272 www•srgportnemhlp.com OF '1h11 't^ .� W �..-"1!!'t7 : Mi .. -,r: •.T'IFwI Fr?3dM•lii1'.�Fii •i.wJltiY:+iyrt.a.'!"MI.d1i'Aa•...:..:IMIG� .:icma"ipIN.K.. f (IfOYifH'in.' .h&%X31�14MZidn0...0.'.. R' ,. 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SCHLEUNING n i� 82UnP2on3252tt Drawing\, ARCHITECTU'tE PLANNING INTERICP.� Construction Documents Drawn by �� AEC S 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 .�' 2 1 J3 PORi1AND, ORrGON .� Checked h; 'Tigard,Qregon • T 503.223.1917 F 503.294.11272 www,srgpartners ip.com Lim w�' 0 F u NOTICE: IF THE PRINT OR TYPE ON ANY I l l i III III III I I I I I I III V I I I III ! III III III III I I! 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SCNLEUNING 13UP2003.00211 ARCHITECTURE PLANNING INTERIORS Construction Documents n 83of 125 Drawing No r Drawn by 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 ASV J3 POR1iAND, GON Checkedb T: 503.222.1917 F:503.294.0272 www.srgpartnership.rom Tigard,Uiegon y q��, O F G SMH F242 I NOTICE. IF THE PRIM OR TYPE ON ANY f I l III III III III III I III I I I I I I I I I I I I! i I I I,hI I I I I III I I I,L I I I III III I ISI l' I I I I I I I�j 1 I I I I III III III III III III I I I I III I I I I I I III III I I III III I I I I r IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I I I I - I I4 17 IT IS DUE TO THE QUALITY OF THE N•36 �'. !" - )005 1 ORIGINAL DOCUMENT $ 81G LG 9TL L L 8 6 iL 9 t 9t 6t t 9t ►t $t i3t tt I T d L 8 9 ► $ is to,ua III► IIII�III,IIII��ITIi�IIl��I��I�I,�IIIiIII ��I �i►�► II � �IIT�III IIIIiII,I II►Ii►III I,II�II,I►II,iIIII IIIiIIII IIIIiIII�III,i��TI►iIII ��T�IiLu��I uI �Li �L�� l -nl �x w DRAWING INDEX GENERAL STRUCTURAL NOTES S 0 . 1 GENERAL STRUCTURAL N 0 TE S AND STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO PROGRAM FOOTNOTES: BE USED WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS TYPICAL I-AP RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP 1. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN 'CCORDANCE WITH QSSC CHAPTER 17 SPLICE LENGTH SCHEDULE DRAWING INDEX DRAWINGS AND WORK. BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL — -- SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING BAR 4000 P.S.I. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SFCTIONS. THE SIZE CASE i CASE 2 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS -- (� DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DE1 AILS. WHERE DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS # 3 19 28 GENERAL STRUCTURAL NOTES CONT ' D . NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FuK SIMILAR WOR . AT ENTIONICH LTO OF 1HEET THE ARCHITECTJ SPECIAL ECT CINICATIONS S ECTONSTESTIIMMEDIATELY ING REQUIREMENTS BAPPLCHT Y EQUOTHEALLY # 4 25 37 CODE REQUIREMENTS: CONFORM TO THE 1998 OREGON STRUCTURAL SPECIALITYCODE (OSSC), TO ALL BIDDER DESIGNED COMPONENTS. # 5 31 47 —_ AND LIST OF ABBREVIATIONS BASED ON THE 1997 UNIFORM BUILDING CCUE. # 6 37 2. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR # 81 7 54 81 TEMPORARY CONDITIONS: THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON PER OSSC SECTION 1701.7. # 8 _ 62 93 COMPLETICN. THE CCN TRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPCRARY BRACING 3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT # 9 70 105 �J 1 FOUNDATION PLAN AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION ".LL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (OSSC 1701.6.1). PERIODIC # 10 79 118 CC METHODS AND/OR SEQUENCES. SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS # 11 87 131 CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION 4. ALL WELDS SHALT_ BE VISUALLY INSPECTED. 1. DIMENSIONS ARE IN INCHES. S 2 . 2 SECOND FLOOR FRAMING PLAN PERIOD. 2. CASES 1 AND 2 ARE DEFINED AS FOLLOWS (db = BAR DIAMETER) 5. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USE OF A BEAMS OR COLUMNS. CASE 1: COVER Z db ANDc-cSPACING > 2 dt, EXISTING CONDITIONS: ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD CASE 2: COVER <ab QR c-c SPACING <_2 db VERIFIED. THE CONTRACTOR SHALL NOTIFY THF ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES COMPARABLE APPROVED METHOD. ASSUMED FUTURE CONSTRUCTION: FROM CONDITIONS SHOWN ON THE DRAWINGS. ALL OTHERS: CASE 1: COVER � db N c-c SPACING Z 3 db S2 . 3 LOWER ROOF FRAMING PLAIN 6. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF ASTM A 706 REINFORCING CASE 2: COVER <db OR c-c SPACING < 3 db STEEL NOT GREATER THAN NO. 5 USED FOR EMBEDMENT PROVIDED THE MATERIALS AND THE QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START 3. FOR TOP BARS MULTIPLY LAP LENGTH ABOVE BY 1.3. TOP BARS ARE VERTICAL: NONE OF WORK; THAT PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND THAT A VISUAL HORIZONTAI BARS WITH H MORE THAN 12" OF CONCRETE CAST BELOW HORIZONTAL: NONE INSPECTION OF ALL WELDS IS MADE PRIOR 1'0 COMPLETION OR PRIOR TO SHIPMENT OF SHOP THE BARS. ^ WELDING ITEMS. C 2 . 4 HIGH ROOF FRAMING PLAN DESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 1998 REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: OSSC. IN ADDITION TO THE !DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED. 7. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL FOR DESIGN, WITH LIVE LOADS REDUCED PER 1998 CSSC: USED IN THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE USE COVER ROOF 25 PSF L.L. (PLUS SNOW DRIFT) REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION � S FLOORS: AND FURNISHES EVIDENCE OF COMPLIANCE. WALL BARS: INTERIOR FACE' 3/4" S3 . 1 BRACED FRAME ELEVATION READING ROOMS AND EXPOSED TO EAF'TH OR WEATHER 1-1/2" #5 AND SMALLER) 2" #6 AND LARGER) STACK ROOMS 125 PSF L.L. SUBMITTALS: 3 CORRIDORS, STAIRS 100 PSF L.L. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND FOOTING BARS " ALLOWABLE SOIL BEARING PRESSURE 3,000 PSF (PER SOILS REPORT BY GEOCON CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE WALL REINFORCING (UNLESS OTHERWISE NOTED): S3 . 2 RETAINING WALLS 35 PCF (EQUIVALENT FLUID PRESSURE) BRACED FRAME DE 1 AILS INCORPORATED, DATED MAY, 2002) CONCRETE MIX DESIGNS, CONCRETE AND MASONRY REINFORCEMENT (INCLUDING MILL TEST WIND du MPH - LXHUSURL H REPORTS) EMBEDDED STEEL ITEMS, STRUCTURAL STEEL (INCLUDING MILL TEST REPORTS), WALL THICKNESS HORIZONTAL BARS VERTICAL BARS LOCATION I STEEL JOISTS, STEEL DECK AND STEEL STUDS. 6" #4 ® 16" O.C. #4 0 16" O.C. ® CL OF WALL EARTHQUAKE DESIGN WAS BASED UPON THE FOLLOWING: Z = 0.30, I = 1.0, CA = 0.36 IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY 8" #5 0 15" O.C. #5 ® 15" O.C. ® CL OF WALL S5 . 1 (J 0 N C R E r1,E DETAILS CV = 0.54, R = 5.6 SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF EARTHQUAKE DESIGN FOR THE COMMUNITY ROOM BUILDING WAS BASED UPON THE FOLLOWING: OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS, COLUMNS AND INTERSECTING WAILS. AT Z = 0.30, 1 = 1.0, CA = 0.36, CV = 0.54, R = 4.5 AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ENGINEER. STRUCTURAL SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF TWO #5 BARS OVER, UNDER AND AT THE SIDES, OF THE OPENINGS. EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 24" PAST DESIGN AND DETAILING WAS BASED ON CRITERIA FOR SEISMIC ZONE 3. DESIGN DRAWING`;, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF THE OPENING. PROVIDE ONE #5 FOR SINGLE-LAYER REINFORCING AND TWO #5 FOR DOUBLE-LAYER C 0 N C R E T E DETAILS ITT-MS THAT ARF DESIGNED BY OTHERS, INCLUDING: STEEL JOISTS, METAL ROOF DECK, STAIRS, REINFORCING, 4'-0" LONG, DIAGONALLY AT EACH CORNER OF ALL OPENINGS. REFER TO TYPIC/L LATERAL LOAD RESISTING SYSTEM:_ eYLIGH TS, WINLIOW WALL, AND ALL OTHER GLAZING SYSTEMS SHALL BEAR THE SEAL AND SIGNATURE DETAILS FOR DISPOSITION OF CORNER BARS AND BARS IN SMALL WALL SECTIONS. SLAB BARS THE LATERAL LOAD RESISTING SYSTEM FOR THE COMPLETED STRUCTURE IS AS FOLLOWS: 07 A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO SHALL BE HOOKED INTO WALLS, OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS REINFORCING. PROVIDE TWO #4, 4'-0" LONG DIAGONALLY AT EACH RE-ENTRANT CORNER IN SLABS. STEEL SPECIAL CONCENTRIC BRACED FRAMES ON GRID LINES 1, 6, 8, A AND E. TRANSFER OF LATERAL_ TO THE STRUCTURE, CONSIDERING L.00ALI7.ED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL REINFORCING. S6 . 1 STEEL DETAILS LOADS FROM FLOOR DIAPHRAGMS TO BRACED FRAMES IS PROVIDED BY HEADED SHEAR CONNECTORS AT CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE 1998 OSSC WITH THE 111E SECOND FLOOR AND DRAG BEAMS AT THE LOWER ROOF ELEVATION. FOLLOWING: CONCRETE ACCESSORIES: HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS OR APPROVED. ALL WELDED CONNECTIONS OR ELEMENTS OF THE LATERAL LOAD RESISTING SYSTEM SHALL BE EARTHQUAKE ZONE 3 DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON, TYPE D2L, OR APPROVED. STUDS AND CONSIDERED "SEISMIC CRITICAL". REFER TO THE PROJECT SPECIFICATIONS FOR DETAILING, WIND ZONE 80 MPH, EXPOSURE B D.B.A. SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER'S STANDARD S 6 . STEEL DETAILS INSTALLATION, TESTING AND INSPECTION REQUIREMENTS FOR SEISMIC CRITICAL WELDS. MAXIMUM INELASTIC STORY DRIFT OM: 9�161N INCHES HES ((N/SDDIRECTION )CTION) EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. STRUCTURAL OBSERVATION: EXPANSION BOLTS SHALL BE HILTI KWIK BOLT-II OR APPROVED WITH EQUIVALENT ICBO ALLOWABLE THE STRUCTURAL ENGINEER OF RECORD (SER) WILL PERFORM STRUCTURAL OBSERVATION BASED THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING, AND TENSION AND SHEAR VALUES. EXPANSION BOLTS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH ON THE REQUIREMENTS OF THE 1998 OREGON STRUCTURAL SPECIALTY CODE (OSSC) AT THE ELECTRICAL EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT REINFORCING IN NEW CR EXIS RING CONCRETE S . 3 STEEL DETAILS STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND CONNECTIONS TO STRUCTURE SHALL CONFORM TO OSSC SECTION 1632 AND SHALL BE DESIGNED DURING INSTALLATION. ACCESS FOR THE SER TO PERFORM THESE OBSERVATIONS. BY AN ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED, GALVANIZED AFTER FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED STRUCTURAL OBSERVATION PR0GRAM FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM, OR ADD TO THE PLATES OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING. 5'7 . 1 MASONR DETAILS ITEM INSPECTED COMMENTS STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER AOR EOR REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO EPDXY ADHESIVE PRIOR TO FIRST CONCRETE POUR x REF.NOTES 1 a 5 CONSTRUCTION. EPDXY ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE TWO-COMPONENT, LIQUID EPDXY PRIOR TO FIRST CONCRETE WI TH NON-SAG CONSISTENCY AND A LONG POT LIFE. THE EPDXY ADHESIVE SHALL BE SUITABLE FOR DECK POUR x REF. NOTES 1 3 a 5 USE ON DRY OR DAMP SURFACES. MINIMUM SLANT SHEAR STRENGTH SHALL BE 000 PSI, AND DURING INITIAL STEEL ERECTIGN x REF. No ES 1 3 a CONCRETE: c MINIMUM TENSILE STRENGTH SHALL BE 4,000 PSI. HOLE SIZES AND INSTALLATIC.P: SHALL BE IN AS REQUIRES TO ADDRESS CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE OSSC. CONCRETE STRUCTURAL ISSUES x RFF. NOTES 1 3 a STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, STRICT ACCORDANCE WITH THE APPROVED ICBO REQUIREMENTS. DO NOT CUT REINFORCING IN NEW AND SHALL BE AS FOLLOWS: OR EXISTING CONCRETE DURING INSTALLATION. � PROGRAM FOOTNOTES;_ ABSOLUTE WATER-CEMENT RATIO BY WEIGHT CONCRETE MASONRY: 1. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90. LINEAL SHRINKAGE FOR UNITS SMALL IN ADVANCE. f' PSI NON AIR-ENTRAINED AIR-ENTRAINED VK NOT EXCEED 0.065%. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF f'm = 1,500 2. EOR - ENGINEER OF RECORD 4,000 .50 .45 ALL USES, U.N.O. PSI (2000 PSI AS NOTED) AS VERIFIED BY PRISM TESTS BEFORE AND DURING CONSTRUCTION. AOR - ARCHITECT OF RECORD CONCRETE MASONRY WALLS SHALL BE REINFORCED, AS SHOWN ON THE PLANS AND DETAILS, AND IF NCT SHOWN, SHALL BE AS NOTED UNDER " MASONRY REINFORCING STEEL". 3. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT LIMIT WATER/CEMENT RATIO TO 0.42 FOR CONCRETE FLOORS WITH MOISTURE SENSITIVE FLOOR FOLLOWING EACH SITE VISIT. COVERINGS. MORTAR BE TYPE S, WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1,800 I 4. STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: PSI, AND SHALL CONFORM TO 1998 OSSC SECTION 2103. STRUCTURAL DRAWING, SPECIAL INSPECTION IS STILL REQUIRED. MASONRY GROUT: 5. AFTER REINFORCING STEEL HAS BEEN INSTALLED. f'c (PSI) IM NIMLIM CEMENT PER CUBIC Yl RD_ GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS AND SHALL 4,000 550 LBS. CONFORM TO 1998 OSSC SECTION 2103. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS SPECIAL INSPECTION: MATERIALS AND AGGrEGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE i BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. ALL CELLS CONTAINING VERTICAL SPECIAL INSPECTION WILL 1998 OREGON STP.UCWILL SPECIALTY CODE E OW R SUMMARIZED IN THE TABLE BELOW. FLYASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A) TYPE F OR TYPE C, MAY BE USED BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. FULLY GROUT WALLS WHERE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS INDICATED. PERFORM THESE INSPECTIONS. SUBSTANTIATED BY TEST DATA. MtSONRY REINFORCING STEEL: THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA COMPLIANT WITH REINFORCING SHALL CONFORM TO 1998 OSSC SECFION 2102.2. DEFORMED BARS SHALL BE SPECIAL INSPECTION PROGRAM"' 1998 OSSC SECTION 1905, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCREI E. NO WATER GRADE 60, AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH 1998 OSSC SECTION 2104.5. ESTABLISHED PER 1998 OSSC SECTION 106, 108 & CHAPTER 17 MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE UNLESS OTHERWISE NOTED ON THE PLANS, THE MINIMUM WALL REINFORCEMENT SHALL BE AS ITEM CONTINUOUS PERIODIC OMMENTS CONCRETE SUPPLIER IN CONJUNCTION WITH THE CONCRETE MIX DESIGN. FOLLOWS: 1iQRIZONTAL BARS (IN BOND BEAMS; SOILS GRADING EXCAVATION & FILL BY GEOTECHNICAL ENGINEER A WATER-REDUCING AJMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITHWALL THICKNESS VERTICAL BARS RUNNIP;G UN FINAL FOUNDATION PREPARATION BY GEOTECHNICAL ENGINEER THE MANUFACTURERS' RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. 81, A HIGH-RANGE WATER-REDUCING HRWR ADMIXTURE CONFORMING TO ASTM C494, -TYPE F CR G, 10 #6 A 48" O.C. 2 #4 ® 48" 0.C. CONCRETE ( ) 10" #6 ® 48" O.C. �2� #5 0 48" O.C. REINFORCING PLACEMENT x MAY BE USED IN CONCRETE MIXES PROVIDING THAT THE SLUMP DOES NOT EXCEED 10". AN REINFORCING WELDING x REF NOTE 6 AIR—ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR BOND BEAMS WITH TWO #5 BARS HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF LINES ANCHOR BO COUPLING x EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR AND AT THE TOP OF WALLS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES. PROVIDE ANCHOR BON & INSERTS x SHALL BE 5% � 1% BY VOLUME. c ' PREPARATION of TEST SPECIMENS x _ A BONG BEAM WITH TWO #5 BAR., HORIZONTALLY ABOVE AND BELOW ALL OPENINGS, AND EXTEND CONCRETE PLACEMENT XSL�EV�S, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL THESE BARS 2'-D" PAST THE OPENING AT EACH SIDE. PROVIDE ONE BAR, MATCHING VERTICAL EPDXY ANCHOR PLACEMENT x BAR SIZE, FOR THE FULL HFIGH i OF THE WALL AT EACH SIDE OF OPENINGS, WALL. ENDS, AND EXPANSION ANCHOR PLACEMENT x DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS INTERSECTIONS. DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF V-6" OR HOOKED I STRUCTU RAL STEEL EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. d -+IGH STRENGTH BOLTING x TURN-OF-THE—NUT METHGC THICKNESS OF THE SLAP AND SHALT_ NOT BE SPACED CLOSER THAN THREE DIAMETERS UN CENTER. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. WF�.DING OF ANCHORS AND STUDS _ x PROriJE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. LAP ALL BARS AT SPLICES 48 DIAMETERS, WITH A MINIMUM LA, OF 18" EXCEPT AS NOTED. WELDING—STAIRS RAILING SYSTEMS x METAL DECK WELDING x WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE STRUCTURAL STEEL: STRUCTURAL. STEEL SHALL BE: LA, EMi3EDDED PES x I _ SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE. SHOP WELDING L SINGLE PASS FILLET WELDS < 5 16 x RFS NOTE 4 VERIFY ALL BLOCKOUTS WITH ARCHIECIURAL, MECHANICAL, ELECTRICAL, AND PLUMBING REQUIREMENTS. ASTM A572, GRADE 50 WIDE FLANGE SHAPES. FILLET WELDS > 5116' X REF. NOTE 4 OR ASTM A992, GRADE 50 BRACED FRAME GUSSET PLATES.PARTIAL coMPLETE PENETRATION x REF. NOTE 5 _ REINFORCING FORCING STEEL: _ __ OTHER USES AS NOTED. _ FIELD WELDING - REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BARS AND WIDE FLANGE AND OTHER SHAPES USED AS PART OF THE SINGLE PASS FILLET WE'.GS 5717 ' X REF. NOTE 4 - ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING ASTM A992, GRADE 5U LATERAL FORCE RESISTING SYSTEM AS NOTED. FILLET WE > b/16 x REF NOTE 4 STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY -_ -- PAR11A COMPLETE FENETRATIora x REF NOTE 5 TIED IN PLACE WITH . ANGLES EXCEPT A5 NOTED. LIGHT GAUGE METAL FRAMING, #16 ANNEALED IRON WIREASTM A36 CHANNELS, PLATES AND NEEDING —x _ BARS IN SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED ASTM A50U, GRADE B (FY=46 ksi HOLLOW STRUCTURAL SECTIONS (TUBES) PREFABRICATED CONSTRUCTION _ REF NOTE I METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING, — --- — STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE. FOR ASTM A53, GRADE B (FY=35 ksi) PIPES STRUCTURAL MASONRY PRISM CONSTRUCTION X DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. LAP ALL REINFORCING BARS PER THE I f rn > 1500 osi REINFORCING PLACEMENT - _x — TYPICAL LAP SPLICE LENGTH SCHEDULE E,,CEPT AS NOTED. MECHANICAL SPLICE NOTED ON THE DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION UNIT PLACEMENT x FLANS SHALL BE DAYTON BAR-GRIP SPLICES OR APPROVED WITH A CURRENT ICBG APPROVAL REPORT. FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS " WITH GROUT SPACE x ,ROUT ?LACEMENT x "COMMENTARY , AND THE "CODE OF STANDARD PRACTICE", WITH EXCEPTIONS NOTED IN SPECIFICATIONS. i BOLTS SHA.L CONFORM TO THE ASTM SPECIFICATION FOR A325 OR A490, HIGH STRENGTH BOLTS. HIGH STRENGF ! 90LTS USED AS PART OF THE SEISMIC LATERAL FORCE RESISTING SYSTEM SHALL BE FULLY TENSIONED. ALL FAYING SURFACES SHALL BE PREPARED AS REQUIRED FOR CLASS A OR BETTER SLIP-CRITICAL JOINTS, I WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION ('A'PS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE ENGINEER. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER. I GENERAL STRUCTURAL NOTES CONT, ON SO.2: f l i Date Drawing Title 19 MAY 2003 GENERAL STRUCTURAL SRG PARTNERSHIP INCLibrary ��RFDPR& ProjectNo I N NOTES AND DRr1�VlN(; �s - FF % zzl�New Tigard >a,5« Consultant Pruin t No Hall nls d. 13500 INDEX Construction Documents �_iBY 84of 125211 ARCHITECTURE PLANNING INTERIORS Consulting Cngineers � � OREGON �`v�g,J�� Dn�cn 13y MARL 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 ' , M SW 51h Avenue B lI`Oy� Checked L so #Sude 2500 Ti and Oregon l �' T:503.222.1917 F 503.294.0272 www.srgpartnership.cow Portland Oregon 97204 mom 503-227-3251 [�+Ee 12-31 C_..fI_l__l I_III 1I1II I II II I I L I I�I I III I III III "�I L III I III III III III IIII II I I II I I I I IIII IIII IIII�III IIII II I I II�I�I I I IIII III IIII III IIII IIII I1 1 I I II I! ._I_ 6lf i lIIIIIIlll i l l 1114III III�III I 51NOTICE IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TU THE QUALITY OF THE ORIGINAL DOCUMENT (( �E L BG L�L 9(Z Z 4L S S TL oo��6 8TT BT �LT 9T 4T fT �Bi Li� LlT �l I��8 ��e L, 9 IIIIIIIIII ►ill II►�Ill! ►IIIIIIIIIiIII IIIIIIIiI SII IIII�IIII ILII ILII ILII ILII i ll ll�lllllll�l IIIIIIIII I IIII�IIIIIIIII IILII ILII ILII ILII ILII ILII IIIIIIIII�IIII llllllllll�Illllilll�lilllllllllllllllll�I 11li 1IIIIII lJlil �llllll►lllllllllUUllllI IIL�N�� I,. GENERAL STRUCTURAL NOTES ALL COMPLETE-JOINT-PENETRATION GROOVE WELDS, FILLET WELDS, AND PARTIAL PENETRATION GROOVE Z'TONGUE-AND-GRGOVE DECKING: WELDS USED IN THE SEISMIC FORCE RESISTING SYSTEM SHALL BE MADE WITH A FILLER METAL THAT TONGUE-AND-GROOVE DECK SHALL BE RANDOM LENGTH LAID WITH WELL SCATTERED JOINTS. THE HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT MINUS 20 DEGREES F, AS DETERMINED BY AWS DISTANCE BETWEEN END JOINTS IN ADJACENT COURSES SHALL BE AT LEAST 4 FEET, JOINTS CLASSIFICAT!OIN )R MANUFACTURER CERTIFICATION. ALL COMPLETE-JOINT-PENETRATION WELDS FOR WITHIN 6 INCHES OF BEING IN LINE SHALL BE SEPARATED BY Al- LEAST TWO INTERVENING COURSES. NON-LATERAL FOKCE RESISTING ELEMENT CONNECTIONS SHAT L BE MADE WITH RLLF.R METAL THAT WHEN AN END JOINT OCCURS IN THE END 5P,Y, THE NEXT PIECE IN THE SAME COURSE SHALL HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT 40' F. CONTINUE OVER THE FIRST INNER SUPPORT- FOR AT LEAST 2 FEET. EACH BOARD SHALL BEAR ON AT LEAST ONE SUPPORT. FOR MEMBERS AND CONNECTIONS THAT ARE PART OF THE LATERAL FORCE RESISTING EYSTcM, DISCONTINUITIES CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS DECKING SHALL BE INSTY,LLED WITH TONGUES L ' Oh' SLOPED OR PITCHED ROOFS AND WITH PATTERN TACK WELDS ERECTION AIDS, AIR-ARC GOUGING, AND FLAME CUTTING, SHALL BE REPAIRED AS FACES DOWN. EACH PIECE SHALL BE TOENAILED THROUGH THE TONGUE AT EACH SUPPORT WITH REQUIRED BY THE ENGINLER. ONE 16d COMMON NAIL AND FACE NAILED WITH ONE 16d COMMON NAIL. COURSES SHALL BE NAILED TO EACH OTHER WITh 8d COMMON NAILS AT INTERVAI-S NOT EXCEEDING 30 INCHES THROUGH PREDRiL.I.ED WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS OTHERWISE EDGE HOLES AND WITH ONE NAIL AT A DISTANCE NOT EXCEEDING 12 INCHES FROM EACH END OF FACII NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PIECE. SUREBOARD PANELS: T S� EEEELLF` 2 DECK SHALL BE A COMPOSITE TYPE WITH RIBS AT 12" 0 C., OF Tllr SIZE AND GAGE SURFBOARD PANELS S,IALL PE ENGINEERED COMPOSITE STRUCTURAL PANELS AS MANUFACTURED SHOWN Ok THE PLANS. STEEL ROOF DECK SI!AL.L BE 3" TYPE N. STEEL DECK SHALL CONFORM BY CALIFORNIA EXPANDED METAL PRODUCTS CO. USING USG FIBEROCK SHEATHING. PANELS SHALL TO ASTM A653 DESIGNATION SS, GRADS 33 MINIMUM. THE GALVANIZED COATING SHALL CONFORM TO CONFORM TO ICBO ER-5762. ASTM A653, G 60 (G90 WHERE LEFT PERMANENTLY EXPOSED TO WEATHER). MINIMUM DECK GAGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, UNSHORED CONDITIONS, AND MINIMUM PROPERTIES AS FOLLOWS. I IN4/FT) SIN31F� FLOCR )ECK: GAGE 0.896 0.534 ROOFOF DECK: LIST OF A DE 3"-20 GAGE TYPE N 0.837 0.562 3"-16 GAGE TYPE N 1.647 1.005 FLOOR DECK WELDIN3 SHALL BE AS FOLLOWS: A.B. ANCHOR BOLT LB. POUND { ACI AMERICAN CONCRETE INSTITUTE L.L. LIVE LOAD 1/2" EFFECTIVE DIANETER PUDDLE WELDS AT 12" O.C. AT TRANSVERSE AND PERIMETER ADD'L. ADDITIONAL LL.H LONG LEG HORIZONTAL SUPPORTS AESS ARCHITECTURAL EXPOSED LLV LONG LEG VERTICAL 1/2" EFFECTIVE DIAMETER PUDDLE WELDS AT 16" O.C. AT LONGITUDINAL SUPPORTS STRUCTURAL STEEL LOC. LOCATION BUTTON PUNCH OR 1-1/2" TOP OR SIDE SEAM WELD AT 36" O.C. AT SI'JE LAP CONNECTIONS AISC AMERICAN INSTITUTE OF STEEL LONG. LONGITUDINAL Cr,,NSTRUCTION INCORPORATED MAX. MAXIMUM ROOF DECK SHALL BE ATTACHED TO SUPPORTS AND AT SIDE LAPS AS SHOWN ON THE STRUCTURAL ALT. ALTERNATE MECH. MECHANICAL PLANS. ALUM. ALUMINUM MFR. MANUFACTURER ARCH. ARCHITECT MIN. MINIMUM STEEL JOISTS: ASCE AMERICAN SOCIETY OF MIS[. MISCELLANEOUS STEEL JOISTS SHALL BE DESIGNED TO RESIST THE LOADS INDICATED ON THE DRAW NGS AND CIVIL ENGINEERS (N) NEW SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL_ JOIST INSTITUTE (SJI) STAN)ARDS. ASTM AMERICAN SOCIF Y FOR N.F. NEAR FACE THE STEEL JOIST MANUFACTURER SHALT_ BE APPROVED BY SJI. CONTRACTOR SHALL COORDINATE TESTING ANT` MATERIALS N.1.C. NOT IN CONTRACT CONNECTIONS TO JOISTS FOR SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING, AND ELECTRICAL AWS AMERICAN WELDING SOCIETYL EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING. JOIST MANUFACTURER SHALL VERIFY THAT NOM. NOMINAL CONNECTICN METHODS AND SEISMIC LOADS CONFORM TO THE JOIST DESIGN. PROVIDE BRIDGING BLDG. BUILDING NO. NUMBER IN CONFORMANCE WITH SJI STANDARDS. JOISTS, AND BRIDGING SHALL BE CAPABLE OF BOT. BOTTOM N.T.S. NOT TO SCALE RESISIING A MINIMUM NET WIND UPLIFT OF 10 PSF UNLESS OTHERWISE NOTED ON THE DFAWINGS. B.O. BLOCK OUT 0.C. ON CENTER IN ADDITION TO THE LOADS NOTED ON THE DRAWINGS, ALL JOISTS SHALL BE CAPABLE OF C.G. CENTER OF GRAVITY O.D. OUTSIDE DIAMETER SUPPORTING A 250 POUND CONCENTRATED LOAD PLACED AT ANY POINT ALONG THE TOP AND BOTTOM C.I.P. CAST-IN-PLACE 0.F. OUTSIDE FACE CHORD. C.J. CONTROL JOINT OPNG. OPENING CENTERLINE OPP. OPPOSITE STEEL STUDS: CLR. CLEAR OWJ OPEN WEB JOIST STEEL STUDS SHALL BE C-SIU05 WITH A MINIMUM YIELD OF 33,000 PSI FOR 18 AND 20 CAGE, CMU CONCRETE MASONRY UNIT PART. PARTITION AND 50,000 PSI FOR 12, 14 AND 19 GAGE. STUDS SHALL BE OF THE SIZE, GAGE, AND SPACING COL. COLUMN P/C PRECAST SHOWN ON THE DRAWINGS. MINIMUM SECTION PROPERTIES SHALL BE AS FOLLOWS. PROVIDE CONC. CONCRETE PCF POUNDS PER CUBIC FOOT BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ADEQUATE FCR CONN. CONNECTION PERIM. PERIMETER DEVELOPMENT OF THE FULL MOMENT CAPACITY OF THE STUDS. FOR LOAD-BEARING STUDS, TRACK CONST. CONSTRUCTION PERP. PERPENDICULAR SHALL CE OVERSIZE TO PROVIDE FULL STUD BEARING. S(REWS SHALL BE ELCO DRIL-FLEX, HIL II CONT. CONTINUOUS R PLATE KWIK-FLEX, OR APPROVED. WELDING SHALL CONFORM WITH AWS D1. DBA DEFORMED BAR ANCHOR PLC'S. PLACES _ DBL. DOUBLr PSF POUNDS PER SQUARE FOOT PREVIOUS DESIGNATION STUD SIZE_ I MIN IN S MIN) IN3 DET. DETAIL PSI POUNDS PER SQUARE INCH DIA., 0 DIAMETER P/T POST-TENSIONED 3-1 2 X 16 GAGE 3505152-54 0.873 0.481 _ DIAG. DIAGONAL P.T. PRESSURE TREATED ' 3-142" X 18 GAGE 3505162-4„ 0.71 0.392 D.L. DEAD LOAD PVC POLYVINYL CHLORIDE 3-1/2" X 20 GAGE 35051 E2-33 0.551 0.304 DWG. DRAWING R, RAD. RADIUS 4 X 16 GAGE 4005162-54 1.098 0.549 EA. EACH REF. REFERENCE 4 X 18 GAGE 4DOS162-43 0.892 0.446 E.E. EACH END RET. RETURN 4 X 20 GAGE 400S162-33 1 0.692 0.346 E.F. EACH FACE REINF. REINFORCING 6 X 16 GAGE 60OS162-54 1 2.86 0.953 EL. ELEVATION REQ'D. REQUIRED 6 X 18 GAGE 60CS162-43 2.136 0.772 EMBED. EMBEDMENT R.0. ROUGH OPENING 6 X 20 GAGE 60OS162-33 1.793 0.598 EQ. EQUAL SCHED. SCHEDULE 8 11X 16 GAGE 8GOS162-54 5.736 1.434 EXIST.,(E) EXISTING S.C. SLIP CRITICAL 8 X 18 GAGE 8005162-43 1 4.633 158 EXP. EXPANSION SECT. SECTION 8 X 20 GAGE 8005162-33 3.582 0.757 _ EXT. EXTERIOR SHT. SHEET r TRACK SECTIONS 1 M N IN S MIN IN FDN. FOUNDATION SIM. SIMILAR 1 F.F. FAR FACE S.O.G. SLAB ON GRAL _ 3-1/2" X 18 GAGE 35CT125--43 0.490 0.2 3 FIG. FIGURE SPEC. SPECIFICATION q 3-1 2 2X 0 GAGE 350T125-33 0.354 0.165 FIN. FINISH SQ. SQUARE t 4 X 18 GAGE 40OT125-43 0.666 0.282 FL R. FLOOR SS STAINLESS STEEL 4 X 2C GAGE 4007125-33 0.484 0.201 F.P. FULL PENETRATION STD. STANDARD 6 X 12 GAGE GOOT125-97 4.281 ..347 FT. FOOT STRUCT. STRUCTURAL 6 X 14 GAGE 60OT125-68 2.969 0.916 FTG. FOOTING SYM. SYMMETRICAL 6 X 16 GAGE 60OT125-54 2.294 0.685 GA. GAUGE THRU THROUGH 6 X 18 GAGE 600T125-43 1.750 _ 0.515 GALV. GALVANIZED T.O. TOP OF 6 X 20 GAGE 60OT125-33 1.297 0.335 GB GRADE BEAM T & G TONGUE AND GROOVE 8 X 18 GAGE 80OTi25-43 3.600 0.739 GL GLULAM BEAM TRANS. TRANSVERSE 8 X 20 GAGE 80OT125-33 2..706 0.433 HD'D. HEADED TJ TRUS JOIST HORIZ. HORIZONTAL TS LICHT GAGE TUBE STEEL HSS HOLLOW STRUCTURAL STEEL TYP. TYPICAL SAWN LUMBER: IBC INTERNATIONAL BUILDING CODE UBC UNIFORM BUILDING CODE SAWN LUMBER SHALL CONFORM TC WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD ICBO INTERNATIONAL CONFERENCE U.N.O. UNLESS NOTED OTHERWISE PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE KILN DRIED AND BE THE SPECIES OF BUILDING OFFICIALS VERT. VERTICAL AND GRADE NOTED BELOW. I.D. INSIDE DIAMETER w/ WITH 1.F. INSIDE FACE WE WIDE FLANGE USE SPECIES/GRADE Ft, (PSI) IN. INCH W/o WITHOUT(BASE VALUE INT. INTERIOR W.P. WORK POINT T & G DECKING DCJGLAS FIR-LARCH COMMERCIAL DEX 1450 JT. JOINT WWF WELDED WIRE FABRIC DIM LUMBER 2" TO 4" THICK DOUGLAS FIR--LARCH NO. 1 1000 K KIPS KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED MOISTURE BARRIER IS PROVIDED. ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND CnNF"ORM TO ASTM F 1667, "STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES". AND NER-272 "POWER-DRIVEN STAPES AND NAII S FOR USE IN ALL TYPES OF BUILDING CONSTRUCTION." NAILS SHALL BE IDENTIFIED BY LABELS (ATTACHED TO THEIR CONTAINERS) THAT SHOW THE MANUFACTURERS NAME AND NES REPORT NUMBER, NAIL SHANK DIAMETER, AND LENGTH. SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FRAMING. NAILING NOT SHOWN SHALL 67 AS INDICATED ON 1998 CSSC TABLE 2.3-11-B-1 OR NER-7.72 THE FOLLOWING NAIL S17FS SHALL BF USED. NAIL TYPE SHANK DIAMETER MINIMUM PENETRATION _ (IN.) INTO FRAMING MEMBER (IN.) 6d 0.113 1.25 8d 0.1 i1 1.5 10d 0.148 1.625 12d 0.148 1.625 16d 0.148 1,625 BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD 818.2.1-1981. ALL BOLTS AND LAG SCREWS SHALL_ BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL HAVE CUT THREADS. V i Date [hawing Tide 19 MAY 2003 �qEO PR OFF (iENE;RAL STRUICTURAL S Pr ® �c r oject No S R G PARTNERSHIP INC � New Tigard Library ,o,SNFF.��y9 zzlb NOTES CONT. AND . 'J ? c„n,ul=tProject No LIST'OF ABBREVIATIONS n n yy� � ARCHITECTURE PLANNING INTERIORS Consulting ,Engineers Construction Documents - 202522 Half Blvd 13500 Drawing No OREGON ITrawn By BUP2003-00211 621 SW Morrison Street,Suite 200 Portland,Oregon 97205INL MSW 51h Avenue y✓G7y 13 �9 y��, MARL 85 of 12514 T:503.222.1917 F:503.294.0272 www.srgpartnership.com Po��Or�A72� Tigard,Oregon �L_ checke M 50 227 325► a _12-3 S002 NOTICE IF THE PRINT OR TYPE ON ANY I 1 III III III III III III I D III III I I III IIIIIII III III III III I I III III III III IIIIIII III I I III III III III III III III I I III III III I I III !I I IIIIIII I I III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I Y1 I I I �I I I I ! I I I I I I I I I i IT IS DUE TO [HE QUALITY OF THE N"3e -_ 1 . �) ORIGINAL DOCUMENT30X -TV-- ILII IIIIIIIII ILII ILII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII III ILII ILII ILII ILII ILII IIIIIIIII IIIIIIIII Ilil�llll IIIIIIIII ILII ILII IIIIIIIII IIIIIIIII ILII Illi ILII ILII IIIIIIIII IIIIIIIII IIIIIIIII,IIIIIIIII ILII 1111Lllllll llll IIll9 ` Ill � �Ill1lIE 1111��11 i i i I NC-- e: l I. x INDICATES FOOTING T"PE- REF. 6/55.1 FORSCHEDULE. g" 1 _ REF. All8 2. (XXX.XX) INDICATES BOTTOM OF FOOTING ELEVATION. '=OR CANOPY 3. 6 EL. XX.XX' INDICATES TOP OF SLAB ELEVATION. \ DEtAILS - 4. 177�,_= INDICATES STEP IN ELEVATION. REF. 2/55.1. , SIM' C145ID0'> r 1 5. S---- --S INDICATES STEPPED FOOTING. \ 1�@ 6. REF, SE�.I FOR TYP. CONCRETE DETAILS. 1. ®EL. XX.XX' INDICATES TOP OF SLAB ELEVATION. g 22 8. !NDIGATES 8" SOLID GROUT CMU w/ Fm=1500 PSI. REF. 8�Z'.I FOR REINFORCING. REF. 1/51.1 FOR CONTROL 2'-�" 15'-II" 14'-I" 19'-6" JOINT DETAi,. AND ARCH. 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VERIFY LOCATION OF ELEVATOR GUIDE RAIL = I +��/ i j i SUPPORT TUBES w/ ELEVATOR MFR., TT'P. �m (142.00')0141 r J/� � g 5 � � 8 OG O g�. \, P (142.0@') ;, (1421 0') --------.3ID ->D .-_-_ -._ 30 -0 - - ---301-01,---- ------- _ - _ 30=Oi---- - -- - -- -11 19'-9�i'a" - --- 1'-8" 15" I - ----- ----- - I TYP.LO \'t viz (142.00') V V11- +/ T9� -0 j1 \�+I�� (144.00') \�+ i O © F I I , © , 0 I 1142.00') 1�� C142.ID0') .__--``�, 0142.0@') � �� 0142.0@') �� m --- -- r - - - - _ - - _ - - - - - � - - - - - -_ - - - - - - - - - - - - - I � - - -_ _ _ - - - - - � - - -_ - - - - - - -_ - - - � ^ J _ i BRACED FRA ME /� - - - - - - � BRAC -1 FRAME (142.00 ) O V _ ---�C 141-IDD') 0 - - - -- -- - -/� 1 S5. TYP. - --- til = O O _ -€ 7 -$- -S - r --- --- - -- -- 58'-@ "- -- 6'-1 a + _ C142.m0') �h� I a `�✓\'0 (142.00'14)KW - S5. oif`� S5. �, hl� 0 -- -.----- , 0 YAR I E S - - -4\ � d) c€) I cl 1_0 + A + + t ,� (141.001) (142.00 ) + - _\t 1 N 1 i - +\Q 53. � +\m� +\(A slr1. +\m s3. OFF.In +�� - �S U_ ti 1 }< I I \� Z _m" '9 _ m _ SIM.F. 8 (14330') Q 3 16 Tlm E' L 146'-10'12" - ��. e - I I s5. L -J _J I_ I __J (145.0(4 ) S5� 0 T (P E D -f- I I ____ 3'-0" 3'-011 ' ` I .I I O I O I TYP. (145.@0 ) I 4 I B I 3 -@ 3 -ID (144.15 ) S5 (144.15 ) (144.115 ) (144.15 ) (144.50 ) 1 I TYP. _ I LU I -REF. ARCH. 2.1 I uj, �Q Q FOR DIMEN 10N5 -q 4" S.O.G. w/ I (X I OF SLAB RECESS WAY C.J. C.J. I Q I c [al a 01 G W 53. I LU oil I I '4" S.O.G. w/ © I 6'-U4" 8'_2" lID'-6" EL. 14*1 -0 (143.50 ) �� 3.. 8._6.. 1.. (144.00') 4 m Ill c.c. C 145 00') ` I - - - EA. wAY �. 2 +I +I 5 +1 ��I I I CLR I 4- FOOTING FOOTING OR 141'-ID" INTERMEDIATE [- EL. `r- + LAND INC _ _ _ - \ (145.0D') 3 SUPPORT TYP. C J. G.J. I 4h„ `� - - i �- � ® .__�_- - _ REF. 2/-552- I-- - - I -- --- ----2 \ I l _. I _ _-}- 1)- � � _ I I ` I `� I I I- L I _J s5. tr _ I- J I 1(144.50') 1 _ L� SIM -4 ® �. (p+l tp+l I © U © 05 I Im 55. 1\1 (144.50') _ �+ €0+ (144.50') (144.50') (144.50') - S!? '-0' � 1 TYP. 3 I r `n - - - - 15=0" 5 S5. (145.50') i r ` - a - OF S5. - - -- ^Q� 1 3 � " • .tom-_-__ TYP. € ROR D MENSION B i0 ;, � +�+ �1_1'Q� � - - - - - -I S52 C - - - \\ ✓ r r `f _ \ OF SLAB m 5C' I 142.41' �� v �� EL. 142.41' _1_'-o,, . - - - ' \z cn r r -5 -� BLOCKOUt `� - '� W (144. ) - - - - - -- -- FOOTING FOR _ .12 -SX 3 (14E,.00' �I r n,�ro _ +hyo gl�� h� gh INTERMEDIATE - - - .- J , O ) ��, -1� +\� + 0 - I h \�+ I \�+ \�+ LANDING .1 1 SUPPORT TYP. _ W ^' �Gj REF. 2/55.2 w \� 51. - ---- --I Vii, --- - - I -- -- - - - - ------------ - - - -� --- - - - ----- -- - - - - - - -- -- = D - -+ I E _ 4- (14 T + d. --- 4 (144.50, (14500') �r �© 1'-8" IID'-9" © _ `'I`�O - © 0 �r� +�� 0 8 - CQ) -- 55. ,,-,.--� .� _ + � + ,m (145.00') , �� F `�;\. �+ �� (144.15 ) GLR (144.15 ) B (144.15 ) +gym 0 (144.15 ) (144.15') `? (144.15 ) ;a CS? ` (145.00') - + i 1 (145.00' '� - , - ._ - - - - ----- I� - -�- - - - -- _ - - _ _� -all - Sl, f-- r L. 1 1'-D, -8 - I BRACED FRAME BRAGED FRAME 4 `� U �0 =- F A r, � + �14r .00') 0M ib TYP. (145.IDD ) S5 ��( �� € SIM. I _ 3 (14_ @ID ) I A 1145 0 ) G `\ r� C 144 00 ) m (144.0@ 1) �m 11 -4" (145.@0') I �Gj S5. 8 TT'P. �� / 3 T7-P. jC �-I = l -% 5�• t_IDt -2Ya"! l vERiFY ' 2'-roll 5.00') R _ °S 4'-0' ��-- PROTECT ROOTS OF (E) ---` w/ (E) CqN��L6 TREES. CONTACT EQUIPMENT fiY LANDSCAPE ARCH. FOR 1 11 i P� C'g CPL. EXGAV4 TION REQUIREMENTS C48.E R� PRIOR TO FOOTING ONN EXCAVATION i N FOUNDATION PLAN Date Drawing Title -- � 19 MAY 2003 S R G PARTNERSHIP INC ��FO PROFFS�/ project FOUNDATION PLAN • New Tigard Library �� ' "FF , 2z►6 BHall UP2 0 10211 4 yli r BUP2003-00211 ARCHITECTURE PLANNING INTERIORS ConvuUant tkojcct No 88 0! 125 Consulfing Engineers Construction Documents �l OREGON `� 020252mn 2 Drawing No 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 M SW 51h Avenue y Gl? 13 � S MARL Stile 2500 Tigard,Ort;ion 9R � �� Checked By T:503.222.1917 F: 503.294.0272 www.srgpartnership cornL PcrNand, Oregon 97204 --- -' -1 MBM S201 503-227-3251 ExPvle -31-Q I ,- NOTICE�IFTHEPRINTORTYPEONANY �III�Illjl -Ipjfp]r(T�14111III Jill 111 1 111111 III�I� III�III�II!�II� III��II�III�III III�IIIIIII�I I II,�III�III I I III�III 1111111 III�IIII�II I I .� t IMAGE IS NOT AS CLEAR AS THIS NOTICE, - �1----___ � - ----�L _J-_- .�!_----__ -• �_ -- $�__ �I - -- _ IT IS DUE TO THE QUALITY OF THE No�e a " ?'� ........ ORIGINAL DOCUMENT �a� e� � � II � II 11 Ii1111iNIIIIIIIIiIIlllll NII ilil IiN IIII Il lli illlllllilllll Illl�llllllill�llll IIIIINIT Illi�illl IIIIII�III IIII Ilil�llli Illllllli IIIIIIIIIIIIII III IIII Ilil�llillllll I(IIIIIII illllllll IIII Ilfllllllflfllf Illl�llll�ll[ll!1111([[( Q ' y ll LIl![lL Ilili411 NOOTES: I. (FxINDICATES CONNECTION TYPE. REF. S6.1 13. VERIF-r DIMEN5ICN5 OF �,�.' MECHANICAL OPENINGS FOR SCHEDULE AND CONNECTION DETAILS. w/ MECHANICAL CONSULTANT PRIOR TO STEEL FABRICATION. 2. �XINDICATES FULL DEPTI-! SHEAR PLATE. REF. -1/56.1. ' 14. ® REF. ARCH. A22 FOR DIMENSIONS NOT SHOWN FOR ALL 3. [XX] INDICATES NUMBER OF 3/4"0 x 41%" HEADED STUDS ® FLOOR PENETRATIONS. EVENLY DISTRIBUTED ALONG BEAM LENGTH. t� REF. 4/56.2. 13. A INDICATES BEAM PENETRATION. REF. 5/56.3. a 4. [ X-X-X ] INDICATES NUMBER OF 3/4"0 x 4'/2" HEADED STUDS EVENLY D15TR15UTED BEtWEHN WF BEAMS ON LLF GIRDERS. REF. 4/SE',-2 AND 5/56.2 FOR TYP. COMPOSITE BEAM STUD 3PACIN(; DETAIL. 5. 0x" > INDICATES CAMBER A''" MID--SPAN. � (0. D-I INDICATES SPAN DIRECTION OF 3" x 20 CSA. \ `- TYPE W DECK w/ 2'%" CONCRETE TOPPING AND �7 6x6 - WL4xWl.4 WWF. 2'- „ ---- 15'-II" _ . I -I" 15'-6" _ Im'-6" 30'-0" 3 „ --..- ---- - --- - - ---- --- 30 -0 30 -0''-.----- - - - 3 -0'_ 29 -9/4 _ - x -- - -- -; ----- -- - - - - --f - -- I I 7. D-4 INDICATES SPAN DIRECTION OF 3" x 16 CSA. t s `,T TYPE N ROOF DECK w/ (4) I%"� PUDDLE i WELDS/SHEET TO SUPPORTS. BUTTON PUNCH SIDE SEAM5 is 12" oz. • � S62 8. ® EL. XX.XX' INDICATES 1'OP OF SLAB ELEVATION. At 9. � XXX'-X" INDICATES ELEVATION AS NOTED. 3® >,; 5 W !8x40 I I I I I I 10. ---� INDICATES MOMENT C.^.NNECTION. m , I 7 Q �5 [20] II. ---� INDICATES DRAG CONNECTION. Rr_=F. XW 4/56,1. � - 1� 5J 12. REF. S&.I FOR TYP. STEEL DETAILS. ! ��! v CN x �0 x - - x Ln 3 -�3�4 ' g / 1 5W r 5 a 5 � _. -- _ ,-_-- W 18 5 RAC RAMS -'�"� W 18x 0 2 A 4 ---- --------------- ,� / W 8x10 [8 j / ,� �.o �o � ---- - _ ® _ X - Lu" 2❑'S al 3 a 3 4S �, 11D 3 ad 4S ap 3� c0 3 M. 3 6 FRAMING �t �r 53. IV 1'-3Ye" Ste. 3_ A = - 1` S62 Ct _ S3. x AROUND N I x X m x _ - _ ----x rpt x ---- -- -- I1 n OPENING=S x r-' `�' " `" ?4E, " x `1! 14'-3" 6" NTYP., U.N.O. rr��- _ �- --- f -, - --F L� 31 (o (0 3 3 3 6 ro 6 s] C 6 3 3 3 (� 6 �0 3 W 24x55 45 W 24x5 19-2-1 W 24x55 1�3-2-191 W 2 19-2-19 W 24x5 19-2-19 W 24x55 19-2-19 l!I 24x55 �i9-2-19 E3 �. 5 4 _126"--- 1'-1" x 16x31 3 - W 12x14 TYP. Sb3 TYP. t��P• v 8x3 34 10 _ TYP. 0 0 0 ® ® ® 61 5 ;9 �� I 5 n n 1 4S ® 0 ® � m � m � � m � 3� s3 N 1n 4S - W Sxlr'u" W 12x14 W116x3i - ELI`� 12 - W 16x31 w/G21i5 X X "' `� W 16x31 UL 15 2 J - x W 12 _� 0 (0 rn a) 12 S3- r, � 3 3 m I a 3 x X 48 V `� F T.O. STEEL W 12x14 r TYP. D+ TYP. � f r EL. 160'-8344 � 10 11 5 ® , m 1'-5" '� TYP. 8 -6 B.O. ROUG-H 3'-3 % TYP. 3 -LR I t 5 P n -1 5 s6. OPENING g'-9; F-11 5 "I 7 �- i 7 [P4 4 -i Z 5EL. 164'-1" (X1 ' REF. ARCH. A8.7 _ _ - W 24x68 34-2-�4 L W 24x(08 X34-2-34� \ W 24x(08 [34-2-34' W 24x68 34-2-34 W 24x68 a4-2- 4 24x68 -2-34 W 24x68 4- - 'S -g 1 _ 1 g' RO FOR ALT. GANOPY i^1 -5 00 x 0 a (X1 O ) P J1 FRAMIN DETAIL 5UJ TYP. 6 TY A - I 21-� 5 5 3 BELOLJ 5 5 5W _ ,, 2 S 5 P �r, q s - " 3 ,n W BxlO[I0] - 12 '� -'1 - -- _ 3 stb2 GPENI GS 51 �- ,� W 14 2 16 ,� ® S6. w/ 2 'S 56 SIM T.O. STEEL g1. 8 _ D dJl ---= = I1 /~y. 0 3 TYP. 3 3 Im rn ROOF HATCI-! EL. 16?� 5"� 1 r g� �_ � _` _�" �" n F f,yC= i� VERIFY R.O. ` \ <t ��-T' -- � v _ " S6 �" 0 1 ® 2xla 1 AROUND _ __I W 12x14 r DIMENSIONS ' \ , X ,T _ -S / 2cJ _ ® - --- � - �'+ E - r U -1 - ' -x13 �" �" HSS 5x5 r / ® ® II OPP.NUN.O. - - - 111 12 4 1 NC- 8 / W 12X14 � v w/ MFR T.O. STEEL . -�� _ �" -- " 863 =ff(� - T.O. STEEL _ -- ,� �- --' X� � - - � '^ x34 tt � 3 , I � iLlO � 10 � Nr 3� - EL. 161'-�" EL. 160'-5' �/ - - OF WT tt _ 1n �p _ "� 3 ® ® r TYP. r U�" 3 3S 3 5 - `�' W 16x31 x BI t 1 ` "- T_O. \--rE-EL 3 40 / EL. 162'_ I/2 , TYP. �`+ ' ' r cv I2 x S6.I _� x -- - - - W 18x35 L 4x4x/4 �• /uY4 _ 16 _ $ �' a) S6. rn 3 10 - 12 M s TYP. ;-�- EL. 16 5 5� 2S ,n cv III ` l3) col x - - -- <t 20 x 45 L 4x4x�b T.O_STEEL �� cn 1 -6' cA cv N S61 3 tlJ TYP. 3`iz 4 g �, - --- ..IDE5 +-SSS 5x5 5 W 1 xl 1 SIM. `?I 3 g - L. 159'-IPS, 3 g c0 0 � 5� 56 \ � �, 4�. �x X13 \ � �� 3 N ` (65� �` T.O. STEEL - 3 -`ti TYP 3 14 3 \ Im 5 TYP. 3 I -, - `r' axD sb.' '� TYP. !!j 19 W 12x14 ~ c P>5 __0 -. ® \ 12'.-6 til I - - -x x)•. > q _��_ EL. 170 .g - , - - - ---- 9 _ 9 25 I- \ F '= 3S i-``':.= 12x14 1 �' \ 5 6 ] �6 5 16 5 �t 3 5 6 6 6 6 6 6 6� 5 �5 5 g , 4 24x55 �8 `- W 24x55 19-2-19 U1 : 4x55 r19-2-19� W 24x55 119-2-151' �D W 241 55 rlq- -19 7W 6 _ - x x - __ -� - 3S 35 - s,. 6'-7" W 2'4x55 0 3 3 A 4 4 3 W 24x55 19-2 9 I F.O. Irox3 22 6 3 14 4 r SD.2 L 4 4x°� x3x- -�%' 6l a� cQ 3J �`+ -- 12' 6" __ _ I T.O. STEL 5 cn i 1 NUTE�; 1. CX� INDIC.ATE5 CONNECTION TYPE. REF- S&.l 12. (A) INDICATES AE:OVE. FOR SCHEDULE AND CONNECTION DETAILS. lBi 2. [X ]] (ND(CATE5 NUMBER OF 3/4"0 x 4'/z" HEADED STUDS 13. INDICATES BELOW. EVENLY DISTRIBUTED ALONG BEAM LENGTH- 14. INDICATES 5iMP50N CM5714 COILED REF. 4/Sh.2. STRAP. REF. 9/56.3 FOR STRAP TO 3. [ X-X-X ] INDICATES NUMBER OF 3,a"O x 41/2" HEADED STUDS COLUMN CONNECTION. EVENLY [(STR(PUTED BETWEEN WF BEAMS ON WF 15. (XXX/YYY) INDICATES JOIST TOTAL LCAD/LIVE GIRDERS. REF. 4 AND 5/56.2 FOR TYP. COMP051TE LOAD IN LB/FT. BEAM STUD 5PACING DETAIL 4. <X" > INDICATES C,41-95ER AT MID-SPAN. 16 VERIFY DIMENSIONS OF ALL MECHANICAL OPENINGS w/ MECHANICAL CONSULTANT 5. D-i INDICATES SPAN DIRECTION OF 3" x 20 GA. PRIOR TO STEEL F,451RICATICN. TYPE W DECK uj/ 21112'' CONCRETE TOPPING AND 6x6 - W1.4xW1.4 WWF. �.`� ' 1.� 2 3 � C 6. D-2 INDICATES SPAN DIRECTION OF 2x6 TONGUE AND GROOvE 2'-414 _ - 15 -11 14'-I" 29'-93/4ttlt DECKING w/ 3/B" APA APPROVED PLYWOOD. USE 8d NAILS ----_-- ----- --- ---- - --- ----- -- _-- --- tv 3" a.c. AT PANEL EDGES AND 12'' o.c- IN FIELD. T.O. CLUMN 1. D-3 INDICATES SPAN DIRECTION OF 3" x 20 GA. EL. I;4'-5v2,, TYPE N ROt(DF DECK w/ (4) 1/2''0 PUDDLE WELDS/SHEET T.D. SLTEEL TO SL:PPORTS. BUTTON PUNCH 51DE SEAMS g 12" 8. Si EL. XX.XY' INDICATES TOP OF SLAB ELEVATION. EL. 1-14'-21/ I I I 9. EL. XXX'-X'' INriiC�`TES ELEVATION AS NOTED. B I z +� T.O. STEEL ] 1Sx4U 10. REP. S6.1 FOR TYP. STEEL DETAILS. EL. 114'-0" ] _11 _ - - - --- - - S6. ll. - --- -- INDICATES COLLECTOR BEAM BELOW/DRAG 4S� / CONNECTION. REF. '1/562 FOR CONNECTION CF 3x4 NAILER. V -_ � x x _ __x a) %Q ' \ .O. STEEL T.O. STEEL yC2 _ N T.O. STEEL EL. 113'-31i21REr. T.O.t.0. STEEL �O PLAN T.D;C;OL.UMN_ EL. 113'-31/2" EL. 173'-5 Sim. EL. 113'-5" - �� T.O. COLUMN NOTE 14 I EL. 113'-6" 7 TYP. - " •� I EL. 113 -6 T.O. STEEL 5b3 � I 63 I I � k\\ � 4 Ell EL. 113 -31,2 - W 6x31 AG F AM I1J IG ,c31 4 4 4W -_.__.4. O-All _____ ___-�` 3 4 3 4 - �' �t tS� 4W .t 35 3 3 A 3 3 - IG - _ \ - 3 cv 3 cv 3� cv . �t 3S .t 3S 53. 3S T.O. STEEL 3 -! T.O.STEEL O.STEEL 0 x - - - - - x z x x %Z - 3 35 -tt El.. 161'-111/2.1 L 4x4xt/4 TYP. �'(P E�. 161'-�1/z II T.O. STEEL z X - n h C4 n x EL. 113'_Q , 5b� TYP. (� \ ` `�' EL. 113'-8.. 114 N cv D 2 '=' : ,� -_�_ X - LIr '3 cJ'1 13 33 _-1YP.18x40 5 6 �J v33 333WSW .�, 35 3:� 6 18�� x181/2 e 6V-T W 21x44 W 18x35 W 18x35 W 1x44 W 18x. :�LL5 AND_ 1x4� �,�� 20 z x20 z E3 _ I 4 4 4 46 4 55 4 4 6 4S LTJ 46 4 `} IN 4 - - cv 4SJ 1=AN 3 . STEEL �Q• I 3 4"0 STD. PIPE BRACE „ 663 T.O. STE L AHU-2 N CANU-I I� ® N 2EF. 13'-2" TYP. (4) LOCATIONS S3 3 TYP. EL. 113'- 3S 3 10,000j(13,000 i --- 35 RCH. F_- 4 W 12x1B � 2 SIM. --- -----F}� 'dJ 16x31 ��LBSJ � i 3 3 I ' 12xl�o 10 �_ W x 12x'& � AC 3S 10� - `9 v I �9 �Q• 4 663 - 1 �N II'-21/ „ 12x14 1 _- ,� 3 3S QL W B -_ c<1 rn m - - crJ 563 c x cv X I =� X7r��3� I 31 x�--11� X -X n1 er► cn JL: W� I m\ I I w/� S LU p B B IO L x4x54e, TYP. U S3. x x x x V x x - x s3�J ' Q ! 3 - `9 �9 �9 �4 x B t- - i cv I _ T; P. - �W .2x w/( `J S !11 S3. C4 X \ U, 3S 3 3 iN 12x14 1m 3 3S _ TYP d, Q ��I,✓� 1`.O.CMU WALL I W 12x1 SU '"BO `-9 3 -� ___-Qi 16"31 YP. - 3] 3 i 12x'6 I I.Ll 12xIro 6 X G� �� „' © t E . 169'-3" - � T.O. STEEL 10 � I I I IW 12�c 35 SHEAR ALL 4� 5�' Q u� OF 0\O�`NA AT GRI .I PG T.O. STEEL = EL. 14'-8" 1 I = I 5 -1 3 -2/z 3 ��l 35 O �� =� T.O. STEEL 2.'15 AN 525 �+Q // � EL. 114'-6'1z" � ; -1'-6314 -7(0 1 „ '� I I 1 1Gp N F'-. 114'-61/2" 4 + D� - 1'-63/a" 6'-8" �' I 6 -8' 2 -l�z ROOF HATCH 5 NAN 2 p` I cc 4 4 4S `- 4 `;' -1 �! - - 4 VERIFY R.O. I p1 G T. .STEEL E, �? 5 4 - '� 6 145 P44' - 4 4 0 1 4 I - 45 3 x. F _3 EL. 166'-10" -- - W 21x44 W 21x4411i - W 21 I 6 6W 4 - I hW ' 6 -' i 44 6 DIMENSIONS E5f - ' - - 21x62 -3/ I W 21X 1- 5W 4 4 4 3 4S 6 3 \ a -/ 45 �1 4W x = 4 �~ W 12x16 T.O. ST EL 3 4 ,\` '� :P6,v _ �tl 4 3 �9�� i 3 ,�4' `� L T.O. 5TEcL iT"EL. 114' 23/4.1, TYP S6.3 S3. 7 I �'A�`e�� r 3 3>- 26 _ \ EL. 114 -8 �5 15MIG 3W I W x 4 H5S 31/2 21/2x1/4 - 4 4 4 3 lml .� T.O. CMU WALL �� JOINT - ---- Nb _ - - - - - n� U� 12xlro 4 3 (3) LOCATIONS _ry ' / Q 663 EL. 169'-3" T.O. S L 3W T„P `4 W 1G� I - __ -� 4_ ; W 12x2610 W 12�4�6 10� W 12x26 ' I m SIM. r EL. 114' l 4.. 5 B I �,, cN EQ. EQ. I m W .' - 35 �vx - T.O STEEL `�'- 3 tt x --- -- x� LOG S. - _ x �_ __- _ _- z 3� 3S 3S 3S 3S 3__$_ -- - ---V,� x c!J T.O. STEEL x , 6 - B FL. 166'-110" L 4x4x1/ EL. 114'-01/ " 4.� Yz c0 x - V - - -- - -- - �3 C14 , T.'P. 4 a 3 >✓ -1D_ 3W 9 662 TYP. -�g --- p W �q n 3 N x 14 SS 3x3x1/4� a63 `q 3 C�._-; x - ; 12x16 9 I D-2 `� 56. SIM. i � -- -- ------------ I . - `9' 3 3 YP. (3) W 12x16 OUTLI E -6 3-' D-2 D 3 OUTLINE LOCATIONS (1F�) 3 LOC S." OF ELEVATOR cs� _ 3 35 EL 4 I c, 4 OF ELEVAT R `� 12 , t l x 3 8 T.O. ST EL SHAF BELOW - x - SHAFT BEL W `n 63 P X SEISMIC �' I 563 EL. 113' 8" 3 �9 L-4 ' 1 `I T.Q. "-'-I JOINT "' 5 5S 4 - `6- 4 T.O. 5TEEL O. 5 cc_ (A) 3 4 5 514 5 5 5 5 5 5 4 TY�. AT 4W �4] 3 r L" q EL. 1EL. 1168'-I" T.O. STEEL (A) T. . GMU ALL - A L z W 118x40 18x40 W 18x40 W 18x40 W 18x40 GRID 6 . D - 1 r 3 �T ' .- T.OsCMU WALL EL. 168'-1 EL 169'-3 X3 - . . - _ ; : � - _ / c 5 18 5 3 EQ-_ EQ_- 3 3 1'-g" 3 W 18x40 W 8x40 1 3 3 D.2 _ L 5x5x3/B4CONT. L 3 3 - d B _ Q.cN EQ �•, EQ m m (P m T. STEEL 3W T. STEEL r3 3 5T1=>= tt:_ _ d c� cv - _, cv `-r tt x tt �; EL 113'-91/2 $ SIM. . �' E 113'-6 z.. - - - �x -- - x x N x EL 113'-8' z x: 1 cv cv N cv `t x st _ T.O. STEEL (B �- _--49 4x4x'/-� _� 3 3 D 3� 3 3S F3-5-T3_ �; 3 �FLU cvEL. 163'-3 - KICKER a r 3 2 2W 2W 3S 3 3S 3S 3 35435OE .O M. 563 \ 8x1 8x11 -- -_-.._. . 74x26 -- RACED FRAM W 13x3h - ---- - W Ihx36 _ - BRACE -FRAME 1hx31 W 16x31 -- - - ---- v _ _ - -- �T�- / 3 2 3 3W 3111 4 4 4W _ - ---- _ � (16,3u X 4► '� � 4 T.O. STEEL --� F63 EL. 113'-3'/z I 563 I T.O. STEEL S63I �" Tl'-P. EL. 113 -3/ I T.O. STEEL I T.C.TDSTcEL I T.O. STEEL y \ 3 aX26 4 ' z" EL. 1-13'-5" SIM. EL. 113' 511 EL. 112'-111/4" 4 T.O. STEEL T.O_STEEL - �4 13 EL. 113'-03/4' EL. 11: '-2'/4" 7Yz SIM. /f \- - _ - , 2 3 2 _21/4 1 C� N �1 _LOWER_ ROOF FRAMING PLAN S F� G P ��: R 'T N E R S H I P INC � 19 ti,��.200 Dr;1wu1�Title �,• �3��P 1LONVER moor Roject I� Library v F 'y 2216 FRAMING PLAN'New 1 igar ISN < Cun�ultantNulcctNo Hall Blvd 135UO BUP2003 00211 ARCHITECTURE PLANNING INTERIORS nq g Clonstr�.lction Documents � `' 2°za� 8B of 125 pn«ing No Consult/ F_n ineers OREGO q n111%1-n By 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 Ll tt1 SW 5th Avenue �r 13 MARL igard,Oregon Y � Suite Ore251Mgon Check�� S243 T: 503.222.1917 F, 503.294.0272 www.srgpartnership.com Portland, Oreyvn 97204 503-227-3251 e>o�as NOTICE. IF THE PRINT OR TYPE CN ANY I r III V I I I I'I I I III III I I III III V I I I I I I 1111 r1TTrIT 1 1 1 1111 V I I I I III III l i l III III III III I'I III III III III III III III I I III III III III III III 1 1 1 1 1 1 1 III I j l III I I IMAGE IS NOT AS CLEAR AS THIS N1'TICE, I Z I I I I I ! I I 61_ !- I i _ _ J01L IT IS DUE TO THE QUALITY OF THE S ----- -- ---�� lu 11 -r,..•.;... - �.:.._.. ORIGINAL DOCUMENT E g(ti g(y GTL gg g yy g 9 it; UL (ii BI tt 9l 9t t+l S1! Zt it 1 I 6 TO rL A Lt- 1- 201 IIIIIIIIIIII 11111111111111111II �llllillill 1ill11111fIillNfll Y I NOTA 1. [7x] INDICATES CONNECTION TYPE. REF. Sh.l FOR 5GNEDULE AND CONNECTION DETAiLS. 2. <x" > INDICATES CAMBER AT MID-SEAN. 4 3. D-2 INDICATES SPAN DI,;;� CTION OF 2x(o TONGUE AND GROOVE DECKING w/ APA APPROVED PLYWOOD. USE 8d NAILS e 3'' c.c. AT PANEL EDGES AND 12'' c.c. IN FIELD. 4. EL. XX X'-X" INDICATES ELEVATION AS NOTED. 5. R~F. 56.1 FOR TT-f-. STEEL DETAILS. 2 .04 b. (� C7.) (A) INDICATES ABCVE. 0 \ 1. (B) INDICATES EELOW. - 101-611 --- 330'-17�" -- - - - --- - -3©'-0"_- - -- - - 30'-0" - - 29'-93/4" I . 8. --------------"-"" INDICATES GOLLECTCR BEAM EE-IOW/DRAG CONNECTION. REF. 1/5(0.2 FOR CONNECTION OF 3x4 NAILER. i I i I I i I I I 4 t I I I i I ii I j I I j I i I I 04 _ I TYP. B 13 10 T.O. STEEL 3 363 _ � 3 T.O. STEEL— I 3 L 5x5x3/8 EL. 119'-5'/2 5 5 5 („ 4 B), TYP. 5 EL. 119 -5�2 14x30 -- - -- W 18 3� W 18 35 14x3 - --- - --- -- - - - - - - - -- . - CE3 c - - I --- - • ----- ---- - ------- — 5 E 3 LTJ 3 3 5 4 tI SURFBOARD '� 1 SURFBOARD SHEAR WALLI SHEAR WALL BW ELOS3. ! I BELOW a SIM. t1 ' i li o 0 4 t ti 4 S63 kC14 C14363 _ ,o D-2 BI r ; T.O. STEEL (A) T.O. STEEL 't j; . EL. 183'-3" EL. 182'-10'' �i I T.O. STEEL T.O. STEEL (B) 3„ EL. 02'-10 I EL. 118'-0'' TYP. (2) I 3 5 3 3 - 5 VW18 3 LOCATIO S 4 1 �' Id C 2 2JE� 5 r _ I W 14,12 W 14: A T.O. STEEL 34 13 6 4 '� 4 3 T.D. STEEL_ EL. 183'-71/2to3 363 EL. 183'-111/2" o o I TYP. D I B (3) S3 STEEL COLUMN �;, 1 PLC'S. EL. 184'-3'', T'I'P. i i t r i e I I h, t I I 1 I N NIGH ROOF FRAl�1ING PLAN I�TJp� Date DrawingTitle �( 19 MAY 2003 S R G PARTNERSHIP INC a 15C �0 PROFESS\ Pmject No I IICM ROOF � Newfigard Libra �\� �� Nc /�. zzt6 FRAMING PLnN�Sa2 �. Consultant Project Yo Hall Blvd.13500 BUF2003-0021 ARCHITECTURE PLANNING INTERIORS Consulting Engineers Construction Documents � ~` 2029= 99 o1 125 n. ORFGON Dann fly 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 fit SW 5th Avenue J�.!_I7 5 M%r,L Suite 2500 Tigard.Oregon D' 4 Checked Hy S244 T: 503.222.1917 F: 503.294.07.72 www.srgpartnership.com Portland Oregon 97204 __._� M6M W3-227-0251 o_W�B 12- 31-04 NOTICE. IF THE PRINT OR TYPE ON ANY III I I I I I t I I III III III I I III III III I I III 111 III I IMAGE IS NOT AS CLEAR AS THIS NOTICE, ��III0I��I!IIII!_IIIIII Illl�lll1ll�1lllllll�lllllllll�l�llll�ll�_lllllll !_I�I_I► I_III��IIIIIIIIl-lll�ll_�lI1111�11�111111111 II�II IIIIIIIII_IIIIIII�III IIII IIIIII�IIIII�IIIIIII III tI�III64III1 ITIS DUF TO THE QUALITY OF THE lII�4tIIII I�II-I�I lIIllIlI�l�llI llI 1IllI_�IIII!8IIfI_IIIIIIIIIII�I I lI!�IIIIIIII��1II_1 III IIIIIIII_�I I!IIII�lIllllIlIllI l�IIlIllIlIli I iI J�I llI loIlll lII�I�III NI�OII30I�I1ItI�.�-I�.I!I I'I- L1tiORIGINAL DOCUMENT t S I�II1 1I111I I 1 - 30X ._:.., i 2 3 t 5 � TY F. I t— W 16W 18x5a [32] ^1 W 12 T.C_ STEEL W 16 I W W 6 T.G. 5 I —IBx2Z _ — _ 1 I EL. F<EF. PLAN J — EL. REF. FLAN _ 0 CO l TYP. ,,j TYP. ASF S3 \24�e4 W 18 W 24xf m3 , \[ 2] W 12 T.O. STEEL W 18 [32 j - W Ia T.O. STEEL EL. 160'-8112'' ` J ` 1 - EL. 160'-8'%" 2 QIP � ��m 5� � mem mem 53� mem c°,. 0 0 �� B � Q� 0 X �`S+� -�- X X S r • 0 iii 5 /O� 5 L S3� X32 S3� 63.2 T.O. SL4�s �- — �- ------- -- --:�-� —�._-__� T.O. SLAB t= .O. NOTING ^�.0. SOOTING _ /J� cI --- -- EL. R'=i=. FLAN _ _ — I ------ - (� EL. REQ. PLAN 4'-0" S3 41-011 53 11 BRACED FRAME BRACED FRAME ELEVATION AT GRID 6CAi ELEVATION AT GRJD A AND E 1/4"=1'-0" S2.1 1/4'=1'-0" S2.1 C � - ------------ TYP. 4 53 W I& W 18x40 I/ W 14 T T.O. STEEL GRIDI 8 EL. REF. PLAN 300 e e ------ 30,_0,e ONL�t' ------------- -------- ----------- - -__. — W 18, TYP. l (NOT AT SIM.) F�32 OFF.AT SIM. 6h a S32 OFF.sea sea 563 AT S(M. SIM. /� SIM. W14 W16 _ W18 I _1Wl�r 1 T.O. STEEL 3 EL. REF. PLAN 53 W IS \24,�e4 %�[ 32] _ / W 14 T.O. ST=E� _ / J { _- GR1Df 8 EL. 100'-8,12„ 21 W 18 W 18 I '1 W 21 t ` T.O. 3TEEL / ONL/1' EL. R-=. SAN x _ r \ bS3.2 �/N T) cn x X i I OFF. Tj x ]! 1 8 ISJ,P ,m 8 O � 2 �G.O 53.2 S32 �---- - —-- --- T.O. SLAB _ EL. 14-l'-O'' -- - -- _— __._ - -- - ---- - - -- -- - B.O. FOOTINr- EL. REF. PL,4N 33 14'-0" T .A 4'-,a" AT " GRID 8 " IGRID 8 6'-0'' AT 6'-0" AT GFID I GRID I i BRACED FRAME ELEVATION BRACED FRAME AT GRID C GRID B AT SIM .) OB ELEVATION AT GRIDS 1 AND 8 1/4"=l'-01f X -1/4"=V-0" S2.1 Date Drawing Title 19 MAY 2003 REO PAOF�SS BRACED FRAME Project No S R G PARTNERSHIP INC r Library �`� '>o,5"�F� 2216 , s o LEVATIO NS D1sNew Tiga d c , �1 Consultant 200ject No29= y0 0ll 2003 0 0 9 9 Construction Documents BUP2125 003-0021, Draaine�o ARCHITECTURE PLANNING INTERIOR Consulting Engineers , UAEGO ,� Drawn 13, 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 M SW 5th Avenue O n Stele 2500 Tigard,Otegon BR400 � Checked By 24 T:503.222.1917 F:503. .0272 www srgpartnersnip.com9 L Y 13 MARL FwHand, Oregon 97204 mom S30 .503-227-3251 s_1231.- 04 mill. ''11111911PP, ��r.'.*?rnrao�^xaunnvwa.--,. _,�..::-....a..-._.. ...;_•n+,;-. . r r l 111 I I I A I(I I I i l l l Ali —r i!1 i i 1 i r p i n t I ILti I t i I Ili t t ! i iii III i 1 ilt i IQIIi i i I III i i �IIII ` I�ly C NOTICE: iF THE PRINT OR TYPE ON ANY [ + I I I I I I I I_I -f ` ' I '—I l 11 I ( ' I I f I I I ' !/�i__+ I I + I +vL I I i ' I I + I 11- J� IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 4 1 1 1 IT IS DUE TO THE QUALITY OF THE No 30 e -- ORIGINALDOCUMENTl�� S L 8L LZ 9Z 3 iTsZ ZgIZ Z 8[ gt Li30X 9t 4i it St Lt tt~v t 8 8 9 Q i J8 G I taitu� �,��,I��►� ,��I��,��I►�►�l�►��1►��►�,��►� ►�►► ��I� ��,�1,�►��G��►��1��1��1�� ►�� ,► �►��I��l��l�►�►�►I�I�,�►►�1��►►�►I�►�1,►(��1� ii�ilii�i ►��(�II��(11llWl;.�ll11,11�1l►ll ��1r�1►�>Llu��,1��1 N A C2) 5i1)E5 TTP. -- 3/4" C-Uu5ET fE 1,2 fE - -(4) to' O A325 SC BOLTS - - I T r'F. EA. ' �f REF to/561HS5 10x10 GOLUMN SIDE ((4) ' 3�4" � � /'/--^ REF. i-'L 161%, - � 8 'm FIFE TOTAL) , ' REF. FLAN TYP. _ RE4. FLAN I MAX. .TTS"F Tl'P.�-5�6 V 12 8 3 i8 "� \ // I •\ ,' � , �,� FILLER 3/8 1 4 2" FIRST F oaR BOTH ' S'fb _ GLR QTY p --- fE 13/4 x20xI -8' EL. S.G.G. --- JC _ �._ 51D25 s / �b TYP.I w/ (4) 11/2' m A44Q (Fu=120 K5!) „ / \ EL. 147'-0' ANCHOR5 BOLTS w/ 1'-g" MIN. MIN - ` ---- --- - - EMBED. H55 4x4i _ T.O.. F-OOTING- w/ / GAP ^• - - - EL. REF. PLAN 1 ff'_ 1EF .\ 1.2 GUSSET P 1 FLAN ; i �� - - fE 1x1'-4 I STD. FIFE CP y BG'TH !-4 9 - 51DEs y4 ' SECTION A ,4 A - --- (8) 11/2"4 457-1 444c3 (Fu=120 K51) ANCHOR BOLTS w/ I'-&" EMBED. IN (2) ROW5 9 120 BRACED FRAME COLUMN DETAIL BRACED FRAME COLUMN CONN. BRACE CONN . — FIRST FLOOR 111=1'-0" S3.1 1"=1'-0" i S3.1 10 1"=1'-0" S3.1 5ib (` 9 N& N (2) 51DF5 BOTH ya 5 5'f6�g -�Tl'P. sTYP. W 14 BEAM--�` SIDES k4 9 -� HS5 10x10 REF. PLAN PIPE (3) 5�6 (4J '�e"� A325 SG BOLTS 4"4 STD. 1 DIU REF. PLAN, TYP. SIDES PIPE TYP /4 . 5�6 3 " REF. 6/5(0.1 i i 1/2" GUSSET fE MAX. b —W 14 I 3/8 x- TYP. REF. PLAN x FULL DEPTH 1, „_ \ lu-3) �4"0 A325 SC I 1 BOLTS, REF. 6/56.1 �� x fE 8/8xroxl'-0" W.P - -- - ---- P �` �` ; TYP. COMFRESSIBLE TILLER w/ (4) 1/2 A3255 5C BOLTS IN _ 'fb 9� �' ~ __ SECOND FLOOR ja (2) ROWS 5�6 S W 18 / �� \ EL. I(ol'-2" / CREF. PLAN \ - - - - - - 'm 8" .G. - - - - - - - I BOTH � , � .'� 516 �-� � SIDES/ 5,f6 I P: (L 1/2GUSSET fE I ' 1— - ----- -.- _- - \ -- - ---- - - - - - HSS 4x4 RFF. PLAN 4"4 STD. FIFE W 21 / REF. PLAN ' ' S�6 BOTH BOTH 1'4 r 9 5.f6 SIDES fE 3/g$>,b -t WW / �— W 24 SIDE5/' Y4 g C2) �4 SIDES EA. SIDE, TY . 5 (b (3) SIDES TY . 5�fb MAX. Psfb TYP. TYP. BRACED FRAME COLUMN DETAIL BRACED FRAME COLUMN DETAIL _ 2 BRACE CONN . — SECOND FLOOR S3.1 1"=1'-0" S3.1 1"=1'-0" S3.1 1433) 7/8' 4 A325 SC (d33J /8"� A325 SC 3/4" BOLTS, REF. (,�/Sro.I BOL TS, REF. 6156.1 MAX. TYP. TYP. TYP. (2) IMAX. — W 24 (2) 5�6 _ BOTH g I TYP-. i�� SIDES ,fib ; 5.{b SIGES SIDF_5 ,fb 5 H85 4x4 W 18 �'� SECOND FLOOR \ 1 REF. FLAN \ '- ----- W = r -- - -- - -- W/fes LU 21 ! REF. F=LAN 1 —p 1/2 1/2xbfXl'-0" 116111 1 I I % w/ (4) 3/4' 4 A325 SC EOLTS C TYP. 1 % 1 \ } I I BC*H ', ' I 'W l�SAM _t I sfLAN - \ SIDES 1. --- - I FczOR CONN. I I e 3x w '8xFULL DEPTH 5 - j WF BEAP'f 3/4" GUSSET BOTH SIDES - �b �12 '�� 'gip: _ - - ' , REF. PLAN V � �e-_�� SIDES FOR CONN. �`� -o , 3/8fe 5 ri J► -' 'I 5 P I PE �b L 3/8 �-p REF. PLAN i ,' —HSS 10x10 3/ L4 w/ 3/a�� CAP fE 8 15 8"m PIPE ,' fE 3/ ( 1 REF. PLAN H55 10x10 SI / 5�6--�a � SI 1,s" GUSSET fE-- / • - 5'fb TYP. ' j yob 12 514fb 9 / 5,fb 12 COLUMN CONN . BRACE C0r.T ROOF' (�)-----BRACE CONN . — SECOND FLOOR r-� - - - - -_ — --- -- — — --- -- --- ---- --- -- - — _ r 1"=1'-0" S3.1 i"=1'-0" S3.1 1"=1'-0" S3.1 Date Drawing Ti 19 MAY 2003 de aBRA CE FRAME ��PFF '`22SRG PARTNERSHIP INC N % 16 DETAILS >',�iNew Tigard Library multantftiectNo Hall Blvd. 3500 9 m1p - BUP2003-0 ARCHITECTURE PLANNING INTERIORS Consulting Engineers Construction Documents - 7 2p1822 91 of 125 Drawing Nc OREGON thmvn By 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 f' MAFL 9 ifl SW 5th Avenue ��1� yE`', �e 2500 Tigard,Oregon d A " /' Checked By T:503.2.^2.1917 F.503.194.0272 www.srgpartnership.com Porflend Oregon 97,04 MISM S302 5013-227-3251 a 12--31---n`1-_ J NOTICE. IF THE PRINT OR TYPE ON ANY 1 1 i I 11111111111 1 1 1 1 1 1 1 1�.. 1 1 l l I11 1 1 1 1 1 111 l 1 I II Jill 1111111111 11! l l 1 l I I IIIl _ I I I I I i l l I l 11 I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 4 41 S011IIIIII III I IT IS DUE TO THE QUALITY OF THE Na Je ORIGINAL DOCUMENT £ �Z g�Z LZ 9Z �Z t1Z EZ �Z IIZ UZ til[ 8ft �Ii el lilt 6t Gt Zt ti ��[ 6 A llGI �111 II III1111II IIIIIIIII IIIIIIIIIIIIIIII II11111111111111111111111!111 II11111111i111111111111�111�111111111111�11111111►III IIIlllllllllWi11111 ►�II111111111111W1�ll111!llll 11111111 III iJlll AT SIM. n t�NLY �5. III', COL., PLiNTH ERACE FAME- AND FOOTING 67E;-1 W LL AT H55 COLUMN SIM. RE . II/5e.l - 3" MIN. S.O.G. , FILL w/ CONCRETE -----_, c01 i - THICKENED EDGE FOR LAf=j - SPLICE --Q S - ° °° o°° • 01 -- FINISH KEYED JOIN1 �0 MATCH EOT_ REiNF. o° c . -^ 1•-183 COLUMN----� ;}. G�,DE CAT SLAB MID- � NOTE: + RE=. c 0.1A, Z°° - - -, - .�..O.G. DEPTH) PAINT CONTROL JOINTS FOR LAP _ ° a °° CONFOUND AS - N1A>CTO B REP. PLAN G - SFL ICE 11 °v o�- , BOND FREAK FOR TYP. B,,;Y -- J - - REF I/ 1 I ( ,-�_-. I BEFORE ° ° ° ° , ° LAYOUT. CU'.' \ I o °v o °v a o °v o °o ° 1 --- B x FOR UN ERSLAB ® - i ° • ° o • ° n . ° °v • ° A_TE`�tiATE BAR.. 00o v0 ° , °v0°n . 0 n 1 ' Q =. EAST= fE - - °°° • °° ° ° ° °v . ADJACENT ° ° 5 R=QUI .MENTS °°° ° ' ° °° - 0 . 0 . 0.0 oo0 - 0 0. .*0. SLAY 15 o0 AT JO!N75 MATCH SCHEDULE ?/S(e.l ° °° . ^ PLACED ;0 . ° °° • °°0.0 - .2 o - -- - - TRANSVERSE (RE=. 5/53.2 AT SIM.) v . ° . 0 °0 . 0 °° . 0°0. 0 ° I - j - (3) « 4 r +� ° ° ° ` . FOOTING R=!NF. o o ° o • ° °a . °°o • ° o •°I (12) « 6 VERT. BARS '____`-0"x2 REF. I/1., i ' Z w U �� - -0 GONG. - � - ---- T.O. « 4 TIES 6" a.c.. - 2" CLR. PLINTH FOR UNDERSLAB iV:�H TO TIES REQUIREMENTS " 5 coNT. CUNSTRUCT(ON JOINT FOOTING - -- (3) « 4 1112 I&OL-ATION FOOTING Z W JOINT w/ - - - - - PREMOLDED JOINT FILLER (ROUND 1.51; __ FOOTING: 0 STEEP A5 --- _ ~�-THIGKNE .S 00 `� SLAB ON GRADE CONFIGURATION FOSSIE:Lt_ u- J. = \ MAY 3E USED AT U_ - CONTROL JOINT CONTRAC.TOR'S I%" PRFMOLDED - _ OPTION) STRIP FLUSH w/ ✓,,-� i-I I i i�=`T-u i-III-Ti-Ii1-ITi- SUR. AGE _ T BRACED FRAME FOOTING AT SIM. UNDISTURBED SOIL-- - I , TYP . STEPPED FOOTING DETAIL TYP . PLINTH DETAIL ISOLATION ° ° 5 S LATION JOINT AT COLUMN 3 THICKENED EDGE DETAIL 11 V 111 1+=0" - -- 52.1 „ - - - - - - --- - - -- -- -"a . 0 °v . o °0 . ° °o •o°n .•, S2.1 •-o 0 0 0 ° o ° ° r• �? i"=1'-0 S2.1 ° °° • ° °° • °°° °°o LOCALIZED SLAB - S32 fT 111-1T� ilf 1Tf11TII,11I�1T('t BLOCKOUT FOR 1 BRACED FRAME 1'-m" 4'' S.O.G.CONN. - - ---- ------ - FORMr:ID JOINT 0 POR BAROf�MIL L�� -� REF. PLAN INSTALLATION SHALL BE EL. 14-1.00' t A� I ' ! �I IN CONFORMANCE w/ 2" -`, --.-- �- � 0 .� BOO I It�� SCT"'TE��.FL.E MANUFACTURER'S MIN ° ° 0 ° o° INSTRUCTIONS ° ° - 6" MARK 51ZE' IlTl REINFORCING EL. l diG.O®' ° ' �I�F. 1/55.1 « 4 m 12 a.c. �I IL TYP. A x B EA. WAY " A_ I OUTLINE OF -- I BRAG=D FRAME CONN. O « REF. FOOTING --___-- TYP. A 10'-0 x10 -0 I -6 ll4) -1 EA. WAY -- -- STEM WALL REF. 1/53.2 .o 0 o SCHEDULE 6/55.1 '�8" SAW CUT BEYOND « (SAW SA`-E DAY I (13> 7 EA. WAY AS POUR) FILL ° n 1 ° ° _ TRANS. RE INF _y w/ JOINT SEALER " a g 6" o.c.- (- 'o ° 1112 GAL V. ° ° 8'-6"x8'-6" I'-6" (12) « 6 EA. WAY I - EA. WAY, EA. i °a . ° °° o • o STEEL BAR ° FACE. LAF ° ° °n - v p0 EVERY OTHE 1 , 0 GRATING ° n ° I'-3" (II) " 6 EA. WAY i HORIZ. BAR , �`+ I " ' 3114" MINUS CRUSHED BRACED FRAME FOOTING ° • ° °° ° °° ° °° °°c . TO STEM WALL ' ^ f ROCK, REF. &OILS REPORT � R=". PLAN G-ALV. L 4x3x'/4x1'-11" E� I'-m"x�'-0" i'-3" CI,aJ « 6 EA. WAY V' u� � F ° °° • o'° . °'o • ° °° • q-_ RE I NF. _ ° ' I LLV w/ (2) 1112 x31/2" - z li 0zO a°°v0 . o° . 0 °o . INCR.E'ASE THICKNESS OF BEYONDBASE COURSE AS REQ'D. u ° v o° o • ° ° • o ° • o � I EMBED 55 EXP. � SIM. 6'-r0"x �' 1�_p�� (9) »5 LONG. - IU � uz..�� - _ U Q u- ° '° ° • ° °° °° ° '° ° • B�' GEOTECHNICAL ENGINEER I ll4) 5 TRANS. fQ 0 �OC II F1,6i �IILIIL'-II II II° FOR WET WEATHER ANCHORS e 1 -6 o.c_ I _ () - 0' __ °r_1 TYP. EA. SIDE Q _ O 6'-0"x6'-m" I'-®" (9) « 5 EA. WAY W = l= r f CONSTRUCTION 1 � - I UND ISTURBED-/ n- n -aIi_ nl-III-II Z I SAW CUT JOINT « 4 6 12" o.C. © 5'-0"x5'-0" 1' Cd" (1) « 5 EA. WAY SOIL EA. AY TYP. 4'-6"x4'-6" I'-0" (6) « 5 EA. WAY �'- 2'-m"x2'-m" I ____� O 4'-0"x4'-0" I'-0" (6) " 5 EA. WAY BASE fE - -_ - I REF. BASE I-1_'Ir l -T - r� m' (18) « 8 LONG. f� SCHEDULE _ il� 9 -0"x44' 0 2 9 (88) « 8 TRANS. 4- COLUMN 2/56.1 t _ STEM WALL AT BRACED SECTION TOP AND BOTTOM AND �ooTING 11 FRAME ON A BETWEEN 5 AND 6 8 AT ELEVATOR SUMP PIT L _ „ _ „ _ „ (16) « , LONG. , 1 O 8 m x40 ,a 2 6 (80) « , TRANS. 1 TYP . SLAB Off; GRADE DETAILS i"=1'-0" S2.1 1"=1'-0" S2.1 TOP AND BOTTOM , 1 =1 -0 S2.1 (13) « I LONG. 0 6'-0"x38'-0" 2'-0 (716) " -i TRAN5. _ TOP AND BOTTOM - O - (13) « -1 LONG. 0 t- 6'-0' x40'-0" 2'_0" (80) « I TRAiv5. __-- TOP AND BOTTOM (3) « 4 LONG. HSS 10x10 -- r- - -�-- -T f- © 2'-ra"xCONT. I'-0" « 4 12" o.c. TRANS. r� HSS COLUMN REF, 1/&6.1 COLUMN BEYOND I I -- _ - « 5 FOR BASE CONN. 6 REr=. 1/55.1 ,LARCH. BRICK VENDER - - °� ° °° o° °° • ° ® 2 -6 xCON�. I 0 l3) 4 LONG. s5. i � - „ FOR UNDERSLAB RE=. PLAN SAND I _ n y ° « 4 9 cJa.c. TRANS. STEP TO 4 FOR 5ASE i 1 ' REF. ARC!-4. fE AND ANCHOR ; REF. 1/55.1--/ 3/{" 24 (3) « 5 LONr. FILL w/ +L �3 TYP. RODS , FOR Ui`1DERSLAB « 4 12 MIN. -� TYP. IR_ N RE'QUIR"1ENTS 32 c. TOP AND BUTTON CONCRETE S.O.G. « 5 6 12" c.c. TRANS. I --- - 2'-7 12''x&'- - � � - �� BOTTOM ONLY - _. r � O_ CONCRETE � " 4 it 12" HORIZ. 0 PL IN 144 ' ' (2) « 4x �� AND VERT. Q0 (3) « 5 LONG. � ' TOP AND BOTTOM CLOSED TIES ALTERNATE ® SIM. REF. PLAN 1'-0" REF. 1/53.1 HOOKS " 5 m 12" oz. TR AN5. FOR UNDERSLAB FINISH GRADE BOTTOM ONLY REQUIREMENTS 1 /,r/` r S 4'-0"x1'-6" I'-0'' (5) M 5 LONG. _ SLAB TI-�fCfGVESS O - STEF 4'' TO V-0 \ , INISH C8) 5 TRANS. t-- `Q CONCR=TC \ _ F=OOTING RFF. PLAN 0 . 0 °v . °°o . 0°o _ UNDI&"1URBED = ° ° B 1. MAINTAIN COVER PROTECTION AS 8 I~ SPECIFIED IN THE GENERAL. STRUCTURAL ' ° °° - - - • - - - - 6 , ° -- -i =_i= ,_- _ 1177-7 NO ES. -BARa TC MATCH T .I a=1 -��Tr- « 5 DOWEL -- - - - (3) " 4 CONT. 2. BARS SHALL BE EQAULLY SPACED ,_- SLAB RE INF. g 12' o.c. AROUND -UNDISTURflFD SOIL 2 _m„ THROUGHOUT THE FOOTING SECTION. _ TYP. PLINT�4 PERIMETER. --- l � TERMINATE INTO STEF l' -O" TO 4'-O" FOOTING BELOW - ---- - w/ 5TD. HOOK FOOTING TYP . STEP COLUMN BASE AT GRIDS E & 8 STEM WALL DETAIL TYP . FOOTING SCHEDULE DETAIL AT STEEL COLUMN IN SLAB ON GRADE DETAILS 1„_1,--0" S2.1 1„=1,-0" 52.1 ,_ „ _ 52.1 1 =1 0 52.1 2 1"=1'-0" S2.1 L2 Date Drawing Title 19 MAY 2003 REp PROFFf CONCRETE DETAILS S R G PARTNERSHIP INC � �� NFFs11, �"''e221e Hall Blvd.13500 • New Tigard Library ,5L2 r BUP2003.00211 pi Consultant Project No 92 of 125 ARCHITECTURE PLANNING INTERIORS Consulting Engineers Construction Documents OREGON ~ 402522 LhawingNo 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 9Lim Ill SW 5th Avenue llgr `o Drawn Ey T: 503.222 1917 F: 503.294.0272 www.srgpartnership corn Portland Oregon 97204 MARL SLWe 2500 Tigard,Oregon 9 Checked By mem 503-227-3251 ExPFIle MAGES541 EIIF THE SNOTASCLEAR AS THIS NOTICE, r I I I l I I I -- I I III' 11 111111 1I f�Tll�f I(III �IIII(I 111111111 1(11111 VIII I 1(111111 VIII I 1111111 VIII I 1111111 III I I IIIII�I III(I(I IIIII�I 111(1111 3_l-'_I__1_ r11f I III II I IIII I IIIIIIIII I I I 1 _ �- - 4 ► 6L 1- - �L _ I 9� 11 111 1 J �J�4L IT IS DUE TO THE QUALITY OF THE N.3e e• x- ORIGINAL DOCUMENT ti � � � � � � �eFi, II1IIII�IIII�IIIIIIIII�IIIIIIill�lilllllll�lllllllll IIIIIIII IIII IIIIIIII IIIIIIII Illi IIII IIII�IIIIIIII1-111 IIII�1'11II IIIIIIIII IIII IIII III�IIII�II�1111II�I�IIII IIIIri, LIIIII��Iil11lll►�I�i�lll�ll.0 �I111 111�I111��U1 � L r1l i -R1 , PRICK VENEER STAIR STRINGER E3" SOLID — /-- AND ATTACHI"LENT GROUT CMU \\ _,- REF. ARCH. PY OTHERS WALL, REF. I PLAN I U01 4 , 4" s.o.G., CREF. ' ' a `n PLAN) w/ i �lj RE=. FLAN FOR REINF. THICKENED i I Q EDGE= FIE=. - 3/65.1 SIM. « 5 DCWE!S TO "ATCH -- '�— VERT. WALL REINF. ALT- I STD. HOOKS INTO FOOTING11, L 9 EEL OW — - -- �-------CC I"FACTED STRUCTURAL FILL, RE=. SOILS REPORT ------ (2) « 4 LONG. 2'-m'1 -- —CONCRETE FOOTING ell TYP - REF. PLAN FOR REIN. c0 --- « 4x �I n r hi l� t K THICKENED EXTERIOR CMU FOING SLAB FOR S'IT11V MSUPPORT S2.1 11. 11•-0" S2.1 Y i, INTERMEDIATE STAIR LANDING 51;PPORT COLUMN AND EASE CONN. BT x t OTHERS 4" S.O . 4" S.O.G. J TY REF. PLAN FOR REINF. REF. PLAN I � A 7nr" Q. aICOMPACTED STRUCTURAL �_FILL, REF. SOILS REPORT COI"1PACTEDI STRUCTURAL 21-011 FILL, REF. SO LS REPORT101. 1, (2) . , _O '�TYP. U 11 0 4x 6 16" G.G. (3) « 4 EA. WAY 21-0"x2'-0" 4 THICKENED 5 SLAB AT COMPACT STORACE 2 STAIR _COLUMN FOOTING S2.1 1 =1'-0 S2.1 i 1 5" SOLID -- " GROUT CMU a WALL, REF. -- PLAN ?, w dl (L 4" S.O.G.--- ti REF PLAN Q COMPACTED STRUCTURAL FILL, REF. SOILS REPORT BI I 11=11 III;7 -- « 5 DOWLES TO `1ATC1-; CONC. FOOTING VERT. WALL RCINF., ALT. REF. PLAN FOR STD. NOOKS INTO FOOTING REINF. BELOW _— - UNDISTURBED SOIL AT CONTRACTOR'S OPTION, EXTEND CMU TO TOP OF FOOTING- j a 3INTERIOR _ CMU WALL _TO FOOTING 1"=1'-0" S2.1 Date Drawing Fide _ 19 MAY 2003 ��a o ROFFss CONCRETE DETAILS Project 16 ` SRC PARTNERSHIP INC � � ��`� NF �y zz I6 Hall Blvd.13500 New Tigard, Library � St� F ' BUP2003-00211 e Consultant PYojcct No 9301 125 ARCHITECTURE PLANNING INTERIORS Consulting Engineers _ Construction Documents ORU'0 ^~ Y Drawn By Drawing No 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 , �� $ itl SW 5th Avenue �G�r!3 MARL _, Suite 2500 Tigard,Oregon BRApLV ��/ Checked By T:503.222.1917 F:503.294.0272 www.srgpartnership.com96M Portland. Oregon 97204 lxP19ls ='=— MOM � 02 503-227-3251 NOTICE: IF THE PRINT ORTYPE ON ANY f f(I t I l f III III III III III I f III III III I I I I1 I I f f l f T( I l f I l f I I I I I III III III III III III III �jI I I I !I I III I II I I I III III I I III III I I I�I�I I I I I I I I I I I III III t l l l l l I IMAGE IS NOT AS CLEAR AS THIS NOTICE, pI I I �vI i! _ Z1- I -I 10 IT IS DUE TO THE QUALITY OF THE IIIIIIIII�illl IIIIIIIII IIIIIIIII IIIIIllllllllil_llllllllllllllllll.II'IIIII I IIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIillllllllllllllllll�_llllllll I►Illllllllllli►III I►IllI► ►IIII►►I►Illll,I,1Nr,36 SO'%:..8v"" ORIGINAL DOCUMENT L 91 1 16lliL ill9 �► 9 t�11911 GIt�i�ue Il►II�NII� i X � i. :k �.i Ik HSS COLUMN � z — � Op _ to U p /2"4 WEEP= HOLE 5Ij`� ] , u1 A [ I A ' `CLE RO"" L3OLTED HSS COLUMN - � � Q � ; ; WASHER AND NUT 5EA"I GONIA. SCHEDULE SLOT AS REQ'C`. FOR fE COLUMN WHERE �9 � r -- -- =r -Ir�2 NCMINAL SLOT TO EE 116" WIDER � � GGGUR:,, ,, ,, ' ,Q NON-51-RINK w 'J - THAN FE PROVIDE 1/4" °+%EW ANGLE -SKEW ANGLE OF /8 - GROUT wLON FLATS CA;-ACIT T' - TRIM hE AT ONE - CAP IE, w/ SEAL. _ A325 SG LENGTH KIPS COMMENTS WELD ALL AFOL,ND 8 - t �� SIDED CONN. 41' �� -LEVELING NUT j FOR 51 R.= T BL - EOLTS `� 1 1 — — — d� B CK:NG- �,�,R — Ix3/ (>rEV)=L) / 2 2 6" g-0 STANDARD HOLE 1/�" TO END CF-` ' ' (4Y." AT SNORT ONE 3/a„ SLOTTED HOLES) `._ ANCHOR ROU -- r-f ! \ -45' �1a C'_J 3- g" 1�.g STANDARD HOLE - SIDED CONN. - REF, SCHEDULE �a E44 12" 2i.1 STANDARD HOLE r, / \ ' tiry �� 5 15" 3Q.� STANDARD HOLE _ •)_ ---- ----- ® �3 - N" 12 w1 6 Ib" 50.8 STANDARD HOLE �� X" 12 EEVEL UP TO toc'S16 IN 12 (INCL.) - - - 5_T- TYP. ___ —J -1 21" 61.8 5 ANDARD HOLE 5EVEL OVER 61516 'N 12 TO 12 (INCL.) TYPS�CEI.UED CONN. (TT-PE W1=1) „ HOR ZONTAL. SHORT � '� i —, i C8� 8 24 643 SLOTTED HOLE INP U \ TY ll.1iF3_Ii<E WE D GONN. P 3/ex A w! STANDARD OR � � 2�� 16 � _ I ---- 1✓ASE FP HORIZONTAL SHORT --- ` -- TYP. REF. SCHEDULE g a 21" 13.E SLOTTED HOLE IN F1? SHORT SLOTTED HOR Z. 5�6 �% � � 2.'Sa.l FOF SIZE HOLES FOR 1/8"41 A325 5C 10 10 30" 83.1 HORIZONTAL SHORT BOLTS. REF. 6/56.1 FCR HLOTTED HOLE IN IE NUMBER OF BOLTS. - . o S GROUT � �_'-`_ S ION A-AX Q- 5 --------- O - _- \ 5=AI"I TO HSS COL. - DE516zNATEDFx] SINGLE ROW TYP . GRAVITY 06 BOLTED BEAM CONN . SCHEDULE COLUMN BASE PLATE DETAIL---- n/ BACKING= BAR 12 \ S2.2 55.1 i"=1'-0" 1x3/8 (DEVEL) ------ _ , - .,.- BEVEL UP TO 615'16 'N 12 (INCL.) —� ALTERNA7E SKEWED CONN. (TYPE WW=2) TYP. GRAVITY COLU�N ----__I1/z" AT STD. I.40LES 5ASf"T E E SCI IEDULE r f t 13/4" AT HORiZ. v/ Z SHORT SLOTTED _ HOLESANCH. RODS APPLICABLE 1 - COL. SIZE N(iNJ BON.) T(INJ X(IN. (No.) DIA. x L NOTES 2�„ COPE FLANGE NOTE \ AS REQ'D. HSS 8x8x5"(b 1'-2" 1'-2" 3/4" 1'/2" 1"4xg" 1, 2, 3, 5 I 3, 1. S INDICATES WELD SIZE SHOWN ON TYPICAL DETAIL. Y 1 - - .� BEVEL OVER 12 IN 12 TO 4 8 (INCL.) � 12 2. USE STANDARD HEX HEAD BOLTS WHERE FIT-UPw/ 1' 3/e" fE e' O A325 / ' � , � H.,S 10x10x5�f6 !'-4" 1'-4" I" I' 2 ' I"4xg" I, 2, 3 R= 18 FOR 5EVELcv^ 438/ IN 12 TO 6156 IN 12 (INCL.) DOES NOT ALLOW USE C'= TENSION CONTROL BOLTS. 4325 5G BOLTS I5 -- - = TYP. �� " H55 I0x10x3/ 1'-4" 1'-4" 11/4 11/2 1"4x9" 1, 2, 3 R= '16 FOR BEVELS OVER is ,f6 IN 12 TO 12 IN 12 (INCL.) _l (L _ -S 8 TYPE W1=4 SKEWED CONN. ~ ;;;;'I I HSS 10xI0x1/2 1'-4" 1'-4" 11/4" 1'/2" I"4xg" 1, 2, 3 s/ s - - \ 10 4 STD. PIPE -4' 1 -- a 5 , 3,a.. 11/2" I"4xg" 1, 2, 3, 4, 5 f6 V FULL RET. VALUES OF 51 FOR TYPE WPI SKEWED CONNECTION NOTE: TOP ANDI L fE THIGKNE55 t, IN ya 5'16 3/a %, g/8 3/4 REF. 1016.1 AT 11/S6.i -5� r� BOTTOM FOR WELD SKEWED TYP. NOTES. UP TO 15/8 5 5 5 +116 5 +116 5 +kb 15 +y8 S +ya CONNECTIONS. 1. ANCHOR RODS SHALL BE HEADED ASTM F55� GR 36 U.N.C. _j OVER 15/a TO 21/a 5 5 +1{� S +1{6 5 +116 5 +yB S8y S +y8 2. ANCHOR ROD HOLE DIAMETERS (d j� SHALL BE AS FOLLOWS: NOTE: '> OVER 21/8 TO 31/4 5 +116 5 +1fy 5 +y8 5 +ye 5 +ye d b < I" d dul USE STANDARD HEX HEAD BOLTS WHERE FIT-UP m OVER 31/4 t0 44 5 +ye 5 f y8 5 +y8 BEAt'i TO BEAM_ - DE5IC:NATED FX I 1 ` db <_ ' d�, = db + >� DOES NOT ALLOW USE OF TENSION CONTROL BOLTS. OVER 44e TO 58/8 5 +y8 1 S +y8 REF. SCHED. 6156.1 --r- WELDED BEAT" TO HSS db <_ 2" : do = dd + 1" OVER 541a TO 615.{6 5 +y8 COL. SHEAR fE - DESIGNATED 3. PROVIDE MILL FINISH AT BOTTOM OF COLUMN .AND j TOP OF BASE fE. l 4. ACCEPTABLE TO SLOT HOLES RADIALLY TO ALLOW FOR CONSTRUCTION TOLERANCE. - 3/e" STIFFENER fE 5. ACCEPTABLE TO USE 3/4"4x9" EXPANSION ANCHORS AT CONTRACTOR'S OPTION. TYP � PLATE T ELDS — SKEW = � .--- - 2 x o T t C- (4) (4) I(0d FROM EA. oX 0- 2 ' ' SIM. s 2x(o INTO NAILER • _ `( 2 -- I0 �b �` EcLOW AT I I 56.1 AT SIM. ------ -- She � �� COLLECTOR T.C. SLAB -� i ; CURTAIN WALL 't SEAMS (AS SF;OWN ,• • AT SIM. I I �• •' ON PLAN), REF. 50.2 - HSS 3'/1x2' 2 RCF• ARCH- T OTHERWISE —;,'-- ,�--- I THREADED SCUD H OCCURS i , +1 , BELOW w/ COUNTERSUNK " I DIRECTLY CHAIR I DEC:< -� W ERE ' � � I c L STUDS IN DE:K WF BEAM --� ' ' (NOT AT SIM.) (3) ya HEX NL.T C R_C.7LY BE OW REF. PLAN - - _ _ = - - SIDES y4 i i NOTA WWF LOW FLUTES 5 I PLYWOOD NOT f SHOWN FOR CLARITY - WWF 'fe . BENT fE 3/exCONT. I , - 4'/1" MIN.' 36" MAX. _ 1(0" MAX. -, I i 3/ T 2" \ S5 fm SING STUD BTWN. PUDDLE \ _ -� �, �- M M-� SE - - fE xC� N PAGING — - - - - - - - - - - - I - - - - - - - - ----it-AT ,- � SECTION A- _� -- � I --' TOPPING_..��:5 .,EISMIC JOINT ;r----- e � _ 5 � WELD OR STUD �AT MID-SPAN IE 3/0X w _ FULL LENGTH OF W Ito BEAM / t OF x FULL DEFTN _ GIRDER BOTH SIDES - T1 P.� �a i -- I ' - f} - - - - , Vill PLYWOOD OR FACE y _ \ W 16 BEAM \� i� A F � A REF. PLAN OF COL. - TYP. 4 / I - L (0x(cxg x0'-4" / TYF. TOP �6 _ AND EOTTCM ^ Y4 I cV 3 V�iMP��J1 E — / I I w/13 'x2'7 " VERT. SLOTTE: !,r 1e 3- 2 - - - -- DECK 'ie � 3" METAL HOLES, TYP. DECK I ---- 8" SOLID GROUT r w/ 3/4''-p 307 THRLI BOLT REP. PLAN � CMU WALL, REF. PLAN = SYMMETRY C -NT RED IN VERT. / 3x4x.CONT. NAILER �_ PROVIDE O MEET STUDS � F E � 2x6 T t G A7 ENDS TO ME>=T NUMBc� - SLOTTED HOLES IN ANG:_E fE 3/exFULL — AT EA. WF BEAM. REQV. IN (✓RACKETS ' DEPTH - - ATTACH TO WF BEAM LEAM HSS (0x(o VERT. 4'-0" o.c. w/ 1"0 THREADED I�-f- -^WF BEAM VARIES ��-� i STUDS � 161/2 Wi '/4" CAP FE MAX. - " o•c• � -- REF. FLAN AT COLLECTOR I BEAMS (Ae SHOWN ON PLAN), 44" o.c. OTHER1 15E DEFLECTION HEAD FOR ELEVATOR CURTAIN WALL TYP . COMPOSITE BEAM DT�' '� �� (12)— GUIDE RAIL SUPPORT TUBES SUPPORT AT SEISMIC JOINT r-� DIAPHRAGM NAILER ATTACHMENT STUD SPACII�TG —DECK PARALLEL PERPENDIC � ,�� R TMJ BEAMS2.2 1"=1'-0" S?.21"=l '-0" S2.3 1 =1'-0 S2.2 1 =1'-0 S2.2 (2) 3/4"4' HILTI - 11 KB 11 WEDGE 2 _ ANCHORS TYP. BASE P '/zxG�xl'-2" y - �4J w/ 43/4" EMBED. PUDDLE WELD AT SIM. ONLY * y4 5 WHERE NO STUD 30 MAX. I6" PROvIDEC STUD .� - - 4 � �-y 5 "� MAX.� HSS 10x10 \ SPACINGI'-6" SECOND FLOOR SLAB TI` HEADED T COLUMN NOTE: �- " 3x (0'-0" (HS., 10"� AT SIM.) /._..__ REF. "CONDITION 1" FOR INFO. AT SIM. l0 PIPE • SHEAR STUD fE 3/ex4 CUT TO NOT SHOWN FIT RADIUS OF I REF. PLAN + CENTERED OVER W 24 COLUMN BEA~! REF. FLAN CONDI TION ON 2 (t`� �— _ - _ SYMMETRY OF GIRDR E FOR CONN. pt OR FACE OF �± U PROVIDE ADD'L. STUDS / (?) i AT ENDS TO MEET NUMBER COLUMN - - IL SIDES; _� �} R�Q D. IN BRACKETS -"- --"�' -- - (L X 2 2 5 1, — , �� - - - -- - ----- _ - ,�'_ B '/ x10'7 xl'-3 ' � �6 � �" ELEVATOR PIT WALL � � _.-., .---�-- i �Z O� o _ LU Ca BELOW il 4" - > J .T 5fib RE . PLAN ✓6 ---- I fE 3/BxGONT. d►cn HSS (0x(0--� BASc fE I zx o _ EXTEND TO NOTES: WWF 1/ x9x1'-3" w/ (2) 3/4"0 A30� REF. PLAN 3 / B " 3 CHAIR a 2 w! (2) /a � AaTM F15 4 ANCHOR END OF: SHOWN , � I. THE MINIMUM NUMBER OF STUDS REQUIRED 15 SHOWN A5 [X] ON BARS y-4�S ERECTION BOLTS RODS w/ 9 MIN. EMBED. DISCONTINUOUS THE FRAMING PLANS. [X-Y-Z] INDICATES NUMBER 01= STUDS 'f6J - INTO WALL BELOW FOR CLARITY W 16 BEAM ON A GIRDER BETWEEN E3EAM C.ONNEGT ON POINTS. NO STUDS OVER 11/1" NOMINAL NON- REF. PLAN FOR CONN. ARE REQUIRED WHERE NO DESIGNATION 15 GIVEN. ADDITIONAL fE '/2x/oxl'-:';" "' 5�� RET SI-(RINK GROUT REF• `l/S(c2 FOR Lu/ (2) 3/4"0 430-1 5 -� TOP AND SIDES / 2" ATTACHEMENT STUDS MHY BE REQUIRED TO MEET THE ABOVE MAXIMUM ERECTION BOLTS - ale BOTTOtri y/ 4J 1\ .� TO WF BEAM SPACING REQUIREMENTS. �--- E3'cAM YF. (fE SLOTTED THR'J W 18 2. IF MULTIPLE STUDS ARE KEQIJIRED IN ONE: FLUTE, THE COLUMN AT SIM.) (W 14 AT SIM.) SECTION A-A TRANSVERSE SPACING SHALL BE 3" MINIMUM. 3, RET. W 18 CONDITION 1 50TTOM 'I - ELEVATOR GUIDE RAIL TYP . COMPOSITE BEAM STUD LOW FLUTE CENTERED SECOND FLOOR BEAM FRAMING SUPPORT TUBE BASE CONN. SPACING — DECK PERPENDICULAR _ DECK PARALLEL TO BEAM 103 „ -- - - 52.2 - 1 0 1„_1'-0” — S2.1 - 5 1"-1'-0" S2.2 1"-1,-0„ S2.2 1 .i'--0 , p\ P4N3 CURTAIN WALL y4 3 REF. ARCH. 3/a" fE w/ (2) 3/4"0 A325 I ATTACHMENT - 1 BOLTS BY OTHERS HS5 5x5 ONLY TYF. OUTLINE OF WIND GIRT DIAGONAL REQU RED - ;_ CONN. fE AT SIM. f y 2-12 HOR,Z. - ��- �� ,t (OMIT SIDE BARS) I a — BENT fE /.4xCONT. WT ' - �'- �, WT SECTION GU7 FROM AT OPENINGS 1!J 1 6 J14 2-12 ` � WT 7x13 (NOT AT SIM.) HSS (ox6 WIND 1�� ` _ -� �_L � 1 SMALLER THAN GIRT `, 1'-0" x. I'-0" " 3 x 6'-0" \ ,t 10' 4 FIFE COLUMN VERT. (NOT 21/2'' CONCRETE TOPPING- At SIM.) CUT HIGH FLUTE 3" METAL-� OVER 3' METAL DECK 4) 1 REF. PLAN OF DECK AND ' _ _ - �� = 1 fE 3/4x2 TYF. (NOT AT SIM.) WELD TO BEAM CENTERED OVER ROOF DECK Rt== PLAN TYP - - - �=� t(NOT AT ALT.) " REF. FLAN r _ - _ }� 4 BARS t z �b � -LX M M I -.�/ Hr-5 bxr0 PERT. 5�6 111 a i NZOF DBA 5�6 �4- ' � f- L 4x3xCONt. -/ i1 2d" o.c. - ." + , F ERECTION SECOND FLOOR SLAB r CLIP AS L4" BENT fE �t _� 3/e" FE, REF. 9/_56 2 BARS CHAIR Wl''F > i REQ'D. REF. 3/56.1 CND'i AT SIM.) C NOT AT ALT.) 1'-(0 �. HSe 6x6 ^ -2" MIN. NORIZ. V TYP. �y4J (MIN.) NcADED ----� AQ4 3 (4) SIDES SHEAR STUD 1b 2-12 (NOT AT _5��'_-_�TYF`. y4 5 W 16 BEAM w/ 4 3is 2-12 SIM.) �b ✓ TYP. _ y4 5 Br%LT CONN., REF. 6/56-1 NOTE_ -! NOTE: (NOT AT SIM.) (NOT AT ALT.) HORIZ. TUF3>=5 TO BE ALL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS 'MOTE: SPACED .a I1'-3" o.c., THAT ARE LARGER THAN 1'-0" 50. AND ALL MULTIPLE \� BEAM TOP OF "'1ETAL ROOF PECK ELEVATION MAX. VERTICALLY. HOLES SPACED CLOSER THAN 3x LARGEST OPENING - tC ALIGN w/ TOP OF CONCRETE DIMENSION, SHALL BE _5UBMITTEp FOR REVIEW TO THE TOPPING AT SIM STRUCTURAL ENGINEER ELEVATOR GUIDE RAIL WIND GIRT LOW FLUTE OFF — CENTER DECK TRANSITION SUPPORT TUBES AT SECOND FLOOR, ATTACHMENT AT LOBBY COLUMN SLAB ON METAL DECK OPENING DECK PARALLEL TO BEAM ___ 14 -- - - 1-1 52.2 �,._1,�0„ Ste'.? I�\ 1„=1.-0” S2.2 1"=1'-0" 52.2 1„ S2. - -L-- __- - _�� Date im, I itic 19 MAY 2003 STEEL DH/11LS c0 PROF No SRG PARTNERSHIP INCk9 � -- ss Prooet16 ra �V\y 10,51JF�.� - 2216 Hoff Blvd.13500 New Tigard. L b ry BUP2003.00211 Consultant 1toJect Vo 95 0l 125 Consultin En freers Construction Documents Drwi,igNo ARCHITECTURE PLANNING INTERIORS 9 9 REGON Drawn BY u G� 13 MARL / 621 SW Morrison Street,Suite 100 Portland,Oregon 97205 fn SW 5th Avenue y 6 S664.0 suite 2500 Tigard,Oregon -- Vr� cIl«k�MBM T:503.222.1917 F. 503.294.0272 www.srgpartnership corn 9 LIM Pmffand, Oregon 97204 503-227-32..51 � �—04- NOTICE IF THE PRINT OR TYPE ON ANY rl l I I III III III Ilt I It I I III I I I1I I f III 111 III II1 11-t IlI1III I I III III III II!IIII II! III I I III III 11I "41119711 1It11 r�1 rIr 1 Ij i11 111 111 I�I III r1111T lII I l III 1 1 I I IMAGE IS NOT AS CLEAR AS r 1!S NOTICE, L_I I I_ll I I I�,,L I- I � I L.4�I � I I.- 16L I--I I- I-I—I. I. 1 I- - -L"o 0 0v1 I_�I I �� IT IS DUE TO THE QUALITY OF THE 1 No 36 ORIGINAL DOCUMENT BG � 1IS� � � lt� S 14111111111111111111 1,111!1 1fi1111�111 II11I1 tIIo111 �� 1T I1!11111811�I�I11�11111FULIIIIII �Illulllll llllWWllllllllllllll(III K11 i I, 1{ 1,4" CAF iE - �R 4"t+ FIFE j REF. PLAN I WF BEAM -- / 2x4x3 -4 WOOD - NA LER a 24'' o.c. , 2xo 7 t G I 2" ir' N. ATTACH TO T t G I SII`IPcC:N 435 AT EA. _ w/ I1,s" PLYWOCD ` DECK w/ 10 GA. SHEET METAL PANELS 3i " r - i " r' = y �'`- °. 4x3 LIAPHRAGM I✓cAi�,itiG �, °, r, , I 2x4 NAILER -r�s" %'-� ,� (NOT AT SIM.) a PLYWCO✓-------� - 2 z ..:�NGR_TE TOFF!NG ' WCOC elSR"L5 REF. ARCH. NAILER, REF. 1S �r-- I « c c �• OVER 2xlo T d G \ ILHE<= OGGUR.. 6 C.C. MAX. I (� x/56.2 BENT fE /4xGONT. IZ ..CR_•il FRCII"I DEFLE:T'IC�,� CSTAG-GE�c'=D) I, T -- - - TRACK TO TOF TRACK (METAL ROOF REF" PLAN FGR CONT. 2x NAiLERS ,--L 5x5x3/axCCNT. DECK AT SIM.) CONT. 60OT300-54 1' 12" oz., MAX., BOTH SIDES ATTACHMENT � / -3" METAL DES-< (GUT FROM 2x8) (F.I=50 KSI) i REF. PLAN FOR TYPE FACE NAIL w/ 16d DI=F�>_GTION TRAGK !j III T.O. STEEL , 3x3 SHIM WHE`c (OVER5IZEV FOR - - 9 o.c. _ u --- EL. REF_ PLAN ( \ (NOT AT SIM.) DEFLECTION) CURTAIN WALL fE --' I 2x6 T t G w/ DEFLECTION HEAD �+SS 3x izx �4xGONT. Lu/ 3�'' PLYWOOD REF. AR' (2) '�6 - y 3-12 c r= c- _>_ CONT. 600T300-54 U - 10 oGREW FFcOM ,GP Ti<,4GK 3x4 NAILER— SIDES " -- TO EA. STUD, ECTH .,Ip-S FOR CONN 4 TOP TRACK (FIT 2-12 ,,, _ 6 L4 3-12 TIGHT TO STUD) TO WF 3x4 D i.QPHR..G � -- - , , �� s, NAILER WF BEAM — 6'' METAL STUDS R .F. �iS62 III / ' REF. PLAN -� V REF. 2/563 11F B:.AI..1 I I F- 3�ax4x0'-6" FOR CONN. WF BEAM 20 GA. SUf�'=--- R=F. PLAN l w/ (2) 3/4 A10 50LTw BOARD ROOF SLOPES OPPOSITE Nom. _ DIRECTION AT SIM, PROVIDE VcRT. SLOTTED HOLES WF BEAM IN DEFLF_CTICN TRACK TO ALLOW REF. PLAT , FOR I" OF UNIMPEDED DEFLECTION EDGE OF PERIMETER 3 ` DECK AT CLERESTORY ROOF 1 � TYP . MECH . SCREEN SUPPORT r� EDGE CONDITION AT ROOF _ UPPER ROOF TO SHEAR WALL _ ROOF DE �' 'ri?ANSITION �_/ 1-1/2"=1'-0" 52.4 1-1/2"=1'-0" S2.4 ` i-1/2"=1`-0" , -- — ----. --- S2.3 1-1/2 -1 -0 S2.4 1 1-1/2"=V-0" S2.3 I I I I .9 1 1 4- BEAM BOARD A ACHED - fir- g06' ;62-54 STUDS STUDS TO STUDS w/ M 8 I " SELF-TAPPING 3x4 -0 TYP. - 3" METAL DECK + S c I/4"oxo" LAG SCRFU5 U.N.O. .O. I ON /— w/ 2'/z" CONCRETE TOPPING 6 4'c.c. AT ANEL8" o.c. PLAN EDGES AND 9" o.c. '� I IN FIELD X0007125-68 TRACK -WF BEAM BELOW W 12 W 12 x. REF. PLAN, TYF'. +' - - - - - - - - - - - - - - - - L - - - - - - - - - -L - - - - - - - - - - - J' METAL_ DECK I 3,16 IQ 2" R�4DIUS _ w/ CONCRETE I ' —�2-12 ' I� _ I� m TYP. iv TOPPING I I I ; -- -1E 4x2 4 ? x10 -8 _ _ _ 2x6 T t 6 REF. PLAN ; I I ' - -- r w/ I/a'I PLYWOOD + I l l BEARING fE b, ro I + I CLWUI REF. 6/S63-3 10 3xCONT. EXTEND A MIN. OF 2'-0" 11 I� I WF "COLLECTOR FAST EDGE OF LAST W 24 BEAM" REF. 1/S62 ' OPENING, TYP. -HSS I0xI0 COLUMN FOR ATTACHMENT I , I BELOW OF DIAPHRAGM ' 6 NOTENAILER AND T t G ' I : 863 DIAFHRAGM NAILER, T 4 G, ETC. SIM. It- BEAM 4- BEAM NOT SHOWN FOR CLARITY DECK ]REINFORCING ARGUND PLATE TYP . WEB PENETRATION ( j).��I�LIOUS LINE OF OPENING CONN . AT GRID 1 DRAG STRUT _ IN SECOND FLOOR GIRDER �, SHEAR WALL TO 0 ROOF DIAPHRAGM S2.2 1"=1,-0" S2.3 52.2 �"' 1-1/2"=1'-0" -- 52.3 (14 GAY- (2) 0.145"0 LOW-- VELOCITY FASTENERS (14 GaJ 2xa.c. FULL HEIGHT --; 6 T t G w/ I%" FLYWOOC� im 12" (3) s (NOT AT SIM.) H,SS 4x4 (4"m PIPE AT SIM.) � SIMPSON GMST14 STRAP SIDES �6 � /� ---REF" 1/53.2 FOR BASE CONT. BETWEEN COLUMNS T.I-F, 5�6 4x3 DIAPHRAGM NAILER CONN. FE. 2x6x0'-6"- REF. PLAN_ CONNECT TO REF. PLAN STUD SHEAR-- CENTERED T t G BELOW w/ 6 GA.-13/4" WALL, RE=- HSS 3x3 ON COLUMN -, -- FLATHEAD WOOD SCRELI 2/S63 i -�� 6" c.c.. MAX. (STAGGERED) - SURE BOARD -2x6 T t G w/ 1/2'' PLYWOOD ' REF. PLAN REF. 12/56.2 - 3" METOL DECK 3/e" CAP fE �'i --2x6 T t G NOT STIFF. (c OR G AITN D SIM.)COMPOSITION vAIRES I 7 FOR ATTACHMENT REF. PLAN FOR 1 w/ a F=�YWOOD 3 w --1 (NOT AT pIAPHRACsM NAILER TO ROOF BEAM /ax — PLACEMENT x FULL ' SIM.) �� c 3x4 DIAPHRAGM {} C REF. l/.,6.2, TYP. NAILER DEPTH F } -.-___ ___ _ - (NOT AT SIM.) ( - - - - AT SIM. —W IS y4�-- GOVT. OVER COLUMN 5 �i S 10x10--, i BOLTED CONN. �" i � �r '—WF BEAM REF. PLAN 1 W 18 COLLECTOR SEAM —L 3x3x1/4 DECK SUPPORT l REF. -1/562 FOR DIAPHRAGM TT-f=. I£ %xllxl'-&" NAILER ATTACHMENT, TYP. - - -_ W/ (4) 1/a"0 A325 (BEAM ONE SIDE ONLY SC BOLTS IN AT SIM.) WF BEAM jr 3-I2 (2) ROWS 3-12 NOT -S: -1 - 1 6) 14" a.c. + I REF. PLAN �`-�--- WF BEAM, REF. PLAN 1. I/4" BENT E FER 1/S6.3 NOT SHOWN HSS 1mx10 - NOt _ INTERSCCTING BEAMS MAY OCCUR AT FOR CLARIT''. COLUMN ONE SIDE ONL`,- AT SIM., HOWEVER FULL DEPTH STIFFENERS ARE REO'D. 2. WORK POINT OF STRAP TO ON BOTH SiDEB OF BEAM CENTERED COINCIDE v�/ COLUMN . UNDER COLUr-IN ABOVE SIMPSON CMST CANTILEVERED 11 DECK SUPPORT AT EAST_ ELEVATOR �� TO COLUMN CONN . AT ROUT BEAM AT CLERESTORY ROOF SHEAR WALL TO COLUMN i-1/2" V 0" S2.3 " i"_1,-0" 52.3 1,.=1'-0" S2.4 L� 1..=1,-0 S2.3 Date Drawing Title SRG PARTNERSHIP INC 19 MAY 2003 �Eo PRoF� STEEL DETAILS ��`< _ Sf j Project No Q » Hall Blvd. 13500 • New Tigard Library �v\ �50 9 1� 9BUP2003-05 211 (un,ullan Prjw No ARCHITECTURE. PLANNING INTI?+C;.� �� Consulting Engineers COI1Strl.]'Gt10I1 DOCUIT1eI1tS '025M ' DtS1vft No OREGO Drawn By 621 SW Morrison Street,Suite 200 Portlan.i,Oregon 97205tt15W Sfh Avenue y G�y I7 �, MARL Suite 2500 T:503.222.1917 F:503.294.0272 www,f(gpartnership.com Tigird,Oregon 6Checked Lv'orf 97204 5311�25 E>1i�e �?—31—�4� ISM S60 -1 i NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I I I I I I I I I•;i I I 1 I l l IIIA I IIIIIII VIII I IIIIIII I I IIT I l l l l l i 11 11 1 I III III 1 11 III III 111 1(1 I I+ 1 f 11 f III f 1( III 1 1;1111 I i III III 1 1!111 1 111 III 1 11 11!1 III III VIII I i I I I I I i I ( I I ! i IMAGE IS NOT AS CLEAR AS THIS NOTICE, -ILT _ L_-- I-,_-4 -_ L �_--�� I �L_ ' _� I �1 1��-- I 11 — + IT IS DUE TO THE QUALITY OF THE _ 7 8 9 ORIGINAL DOGIJMENT f( �4: Z 96 LL 9L �Z ►�, I S ! 6.11 it OZ �8i 1I9L L1� 9Ii 4Tt 6t `Gi T1 [i TT I 8 8 G -�9 E �G I �iori� Illlllllll�llll Illilllll IIIIIIIII IIIIIIIII IIIIIIII111111I1111,111111111 lillillll Illullll ILII ILII ILII IIIIII1111IlII 11111lIII I! III�IIIIIiIII�IIIIIIIII I�IIII�IIIIIIIIIIIIIIIIII�Illlllllllllllllllllllll II11 ILII Ilil+llll �llll�llilllll Ill. llIIIIIIIIIIIIIIlIl1lIRIIIIIINII I ,,BACKER: RCD - GMU WALL------- ` t f t , � 1 X 2 AT SiM. _ K.Z /•---BOND BEAM J016T POGT --�_ AS RA EO'D- CAULK JOINT w SIZE:. TO MIN. DEFTH OF 1/2 AGGOI"IMODATE / OF JOINT WIDTH SECTION �,� 1E 3/8xI0x0'-10"- I SONG EcAM JOIST PLACEMENT / CONTROL JOINT w/ (4) 3/4"Ox5" - --FILL VCID w/ NON- HEADE- STUDS NOT AT SIMJ MASONRY FACE - IN (2) ROWS / SHELL AT POCKET SHRIr,. GROUT CMU WALL VERTICAL WALL 8" o.c. HORIZ. -- - -- - RI AXI, '_ LOAD TO REINF. EACH .,IDE - ROOF >-JkCK �/ BE UScJ FOR JOIST OF JOINT HSS &X& AN REF. PLAN i IHSS 4x4 .'HJT AT SIM.) � DESIGN, REF. PLAN 1 AT E-iM.) 7 Liu 7 , REF. FLAN -- - - - - - - � - LJ 1� �' - ; - I/ 1'E —�� 14 " 3 EI w/ (2) 1/2"4+ x 4" � SINGLE JOINT DOWEL i 4x IT 8" c.c. IN FIRST BLOCK HEADED STUDS i REF. PLAN IN 6„ oc F+GR;Z. BGNC TO MATCH BOND BEA"i (NOT AT SIM.) / / BEAM REINF. �� ' REiNF. LAF 48 BA=s / PLACE (2) " 4 / I/2" �OFEN WEB STOP EACH SIDE DIAP'1ETERS AT EACs y --- // - VERT. IN EA. BOND BEAM I c. SIDE OF JOINT. C-MU WALL STEEL JOI6T (STOP LADDER REF. PLAN CELL OF FIRST BLOCK AT THIS CM ?=A U WALL - w/ A ) MIN. REINFAT JOINT BRING ON . . NOT'S: �6 - LOGATICN 5�6-I, EMBED fE I. CHORD REINF. MUST BE 3, \ !� MIN. 2. LINTELS OR HEADENT. THRU JOINT. RS OVER - fE ex5x0 -7 NOT REF_ 2.3 FOR LOADS \eye 2 �� SHIM AS OPENINGS MUST HAVE GOVT. REINF. �� y8 V 2 R Q D. 3. R=-F:. ARCD. FOR LCGATICN. Tc, BE USED IN JOIST DESIGN TYP . OWJ TO HSS TO CMU AT ROOF CMU WALL CORNER AT GRID X. 2 CMU WALL CONNECTION TYP . CON rI'hOL JOINT DETAIL 010 - 1"=1'-0" S2.3 C� 1 -1 -0' S2.1 1"=1'-0" S2.3 1 -1 -0 S2.1 LAP LAP ALTERNATE I �*4 sir--- 6 32 o.c. t —HSS 6x6 IHSS 4x4 AT SIM.) REF. PLAN CONC. OVER X, zzzzz-41 METAL DECK " 4 2'-�" y4 4 TOP AND (MOTE: DECK RUNS " 5 CONT. MU WALL DBH / OTHER DIRECTION G L y �. BOTTOM OF AT SIM. CONDITION) -HORIZ. REINF. TYP. -2 -6 4 ��V "`*** HSS, TYP. BONA SEAM 3/8 t fE ++ 1 ++ s TT �— T*'F.IN BEAM - - " 5x _ REF. 10156.1 1/4" fETYP. r - g 16" c.c. LAP TO HORIZ. REF. GENERAL - WALL REINF. WHERE + ,-4"0 MECH. SCREEN SUPPORT = �--� STRUCTURAL SINGLE LAVER GAP P 11/2x.jxl'-41/2" AFPLICABLE FIFE BELOW GROUTED CELL \ Z- NOTES - L 4x4xGONT. LAP w/ 3/4"0 ANCHOR CMU WALL---' BOLTS 6 32" c.c. 11211 MIN LAP. LAP HSS 8x8 ---� / 2 FROM FACE I�y — SHELL, TYP. BELOW VERT. REINF. TO 4 - REF. PLAN TERMINATE IN 180' HOOK L bx6x/e 3 " 4 CONT. E ENGAGE BOND BEAM AN I DE RE INF. TOP AND BOTTOM • .2) 3 TL1RU / " 5 GGNT. EiOLT5TS _ 5 8 53f6 N IN BOND BEAM CMU WALL ,fb SIDES TYP. TYP. NOTE: TYP. 1" MIN. CLR. REF. 2/51.1 FOR NOTE: BTWN. REINF. INFO. NOT SHOWN WALL REINF. NOT TYP. SHOWN FOR GL4FP,!7" DOUBLE �401`RIZ.LAYER TYP . CONC . AND METAL TYP . CMU WALL r CMU WALL CORNER DETAIL Q CMU WALL CORNER AT GRID D . 2 DECK WALL CONNECTION _ _ CORNER PLAN DETAILS S2.2 8 1"=1,_0' S2.3 1"=1'-0" S2.2 I"=1'-0" S2.1 =. PLAN I 8" 'tOLID GROUT I (2) " 5x0'-0" IN CMU_ WALL, REF. PLAN BOND BEAMS 14 METAL DECK BEAM POGKET ---- - - % - ABOVE AND BELOW BOND BEAM (NOTE: DECK RUNS VGID, SIZED TO BEAM POCKET _---DBA TO MATCH SIZE AND / OTHER DIR*ES71ON ACCOMMODATE / AT S M. CONDITION) BEAM PLACEMENT SPACING OF VERT. WALLNON- RE �---FILL VOID w/ NON- RE INF. - SHRINK GROU? MASONRY FACE J - '� SHELL AT POCKET 1/4" BENT fE lu,ty (L i- 3 COMPOSITE METAL ___ � 1- \ E�EY"OND �'O DECK w/ 21/2" CONCRETE `' 1/2" E - / TOPPING, REF. PLAN FOR / -- L 4x4xGONT. w/ C2) -3/4"(P _ 3" METAL REINF, GMU WALL _5" w; 3/4"� ANCHOR ANCHGR BOLTS I 1 II ROOF K - •—K--M--�—{ BOLTS 61 32" c.c. g (bF+3")" c.c. w/ 5" MIN. le, DEC 1 REF.K I S ELKAT ANCHOR PROJECTION AND FLh EMBEDMENT, 4 MIN. 00 PLAN BCLTS AND PROVIDEDOUBLE NUTS I/ EAM w/ 4 / / „ WF ._� - 1" MIN. OF GROUT 2 �� I IIN. BEARING ON 1- SOLID AROUND 11/2" NON-SHRINK- - E"IBED e ! BOLT. GROUT � ! L 4x3 1 CMU WALL_-- y4 3 \ y4 3 �-W Ih NOTE__ REF. 3/5-1.1 FOR REF. I1/51.1 FOR END CONDITION OF WALL BEAM CONN. AT GRID 6.2 CMU PIER TYP . METAL ROOF TYP . WF BEAM TO AT COMMUNITY BUILDING ROOF .DECK WALL CONNECTION CMU WALL CONNECTION (9)_ I,._I -0" S2.2 1"=1'-0" S2.2 D3 III =1 1-0 S2.2 T'— --- Date Dra%6ig Title 19 MAY 21103 �E0�RIFF ProjectNo I�I.\SONRY DE'i't1ILS SRG PARTNERSHIP INCTigard �`` f Hall Blvd 13500 New ��'s ' "`��°y� 2216 B"pz°°3.°°2" 10,582 97 of 125 Consultant Projmt No — - 202922 ConsultingEngineers Construction Documents ""t"'tt4No ARCHITECTURE PLANNING INTERIORS 9 OREGON Drawn�y 13 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 111 SW 5th Avenue 49R ked B Suite 2500 FI and Ore ton R LY H Checked T: 503.222.1917 F 503.294.0272 www,srgpartnership.r12-31 om Portland, Oregon 97204 MBm STI 503-227-3251 [tee NOTICE IF THE PRINT OR TYPE ON ANY IIII IIf III I hI III III 1 1 1 I�j I I I I I III I I I I I I f I Ill I 1 11-1 I FTI I f 1 11 1 11 1 1 111 111 111 f II I 111 1 I I 11 I I 1 III I I I I I I I I I I I f I I I I�j I I I I i j I III I I I III III 1 1 1 1 1 1'1 I I I I III I I I D I �} IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 L _I 11- I I I 'L.I_ I IL I I 14L I _ I l �L I _ I 161 I •- �...-I-�I I IL I I✓L__I �U_�I `_�(.r _ No.36 IT IS DUE TO THE QUALITY OF THE �11'111 ORIGINAL DOCUMENTSL �Z � ti9I I L�1111 Flltiwili4,,l T Yi £TLi9IIII IIII111111111IllIII1IIII�IIII 1111IIII IilllllllllllIIII IIII IIII IIII IIIIiI�IiI lllllill Illl�llll IIII�IIIIIlII111111 11Lllul�ilu�ll lllilllLllllll�I1111111111.IlluLI.IIiIIN11 { STANDARD _MECHANICAL ABBREVIATIONS - DUCT LEGEND DUCT DETAIL_ S� LOW VELOCITY FIRE PROTECTION SYMBOLS I AF AIRFOIL ID INS IDE(DIAMF: ER/DIMENSION) FLOW DIRECTION t— AFF ABOVE FINISHED FLOOR IE INVERT E:I-FVATION (NONE SHOWN 12 --F FIRE PRCTECTION AHP APPARATUS HOUSING PLENUM IN INCH(ES) IF 4-WAY) 1..x6 • 5PR----- FIR SPRINKLER ALT ALTERNATIVE INSUL INSULATION I W I M�"� - �_- DP DRY PIPE SPRINKLER CFI 1 CFI FACE SIZE (SIGEWAL_ & FLOOR GRILLE) R=1-1/?WIL TURNING VANES IN ALL -' P WET STANGF!PE AL ALUMINUM ISOL ISOLAI(OR)(ICN) 1YFE i'tFl SIZE & NUMBER OF SLOTS (SLOT DIFFUSER) SIZE SHOWN IS CLEAR APD AIR PRESSURE DROP KW KILOWATT ITEM TYPE ELBOWS AND TEES ' APPROX APPROXIMATELY KWH KILOWATT HOUR �--SPECIFICATION REFERENCE FLEX AIR PA.�SAGE UPRIGHT SPRINKLER HEAD ARCH ARCHITLCT(URAL) L LENGTH � , CFMI IYF 3 -F LBS RADIUS ELBOW MITER ELBOWS & TEES CONNECTION ACOUSTICAL LINER --- PENDANT SPRINKLER HEAD t AUTO AUTOMATIC LAT LEAVING AIR TEMP H = 6" BELOW CEILING _ BDD BACKDRAFT DAMPER LB POUND RETLRN EXHAUST SUPPLY j Y - SIDEWALL SFh'NKLER HEAD L = 6 ABOVE FLOOR UNIT WEIGH � R-1 1 �''W FLOW SWITCH AIR QUANTITY F = FLOOR _ W -�-- Y BI BACKWARD INCLINED LOB LEAVING DR'' BULB i SEE SPECS FOR TYPE BLDG BUILDING LF LINEAR FEEL � S = SLOT DIFFUSER SEE SCHEDULE FOR SIZE - - --- SUPERVISED SHUT-OFF VALVE I 6SMT BASEMENT LFT LEAVING FLUID TEMPERATURE CEILING QIFFU��RS �r j BTU BRITISH THERMAL UNIT LVG LEAVING I BTUH BRITISH THERMAL UNITS PER HOUR LWB LEAVING WET BULB & GRILLES SIDEWALL, SLOTS & FLOOR GRILLES EQUIPMENT CFH CUBIC FEET PER HOUR LWT LEAVING WATER TEMPERATURE _ ___ _ _ __ LESS THAN 15' 15' TO 30' GREATER THAN 30' MISC . j CFM CUBIC FEET PER MINUTE MAX MAXIMUM BOX TYPE BOX TYPE SPECIFICATION REFERENCE �_ WALL DUCT OFFSETS FITTINGS & SYMBOLS NUMBER TEMPERATURE -- CFS CUBIC FEET PER SECOND MBH THOUSAND BTU PER HOUR DO-DUAL DUCT CVP?-CONSTANT VOL. REHEAT �► - ---- --- DIRECTION OF FLOW CLG CEILING OR COOLING MECH MECHANICAL VV -1 VARIABLE VOLUME FPC-FAN POWERED CONSTANT PENDANT TEMPERATURE CONC CONCRETE MFR MANUFACTURER 500 VVR-VAR. VOL. REHEAT fPV-FRN POWERED VARIABLE -30'WALL MAX -30' AX -- DIRECTION OF SLOFE CONN CONNECTION MIN MINIMUM MAXIMUM CFM- CV-CONSTANT VOLUME �-FAN POWERED DUAL DUCT ' @ HUMIDITY - PIPE SLEEVE 1 CONT CONTINUE(ED�(UATION) MISC MISCELLANEOUS e�l�.® - ------- - REDUCER CIL CENTERLINE MTD MOUNTED TERMINAL UNITS ROOM SENSORS DDC DIRECT DIGITAL CONTROLNC NORMALLY CLOSED -- - - ---- --- -- - - RECTANGULAR TO RCUP�i) iE-- --- ANCHOR FSD FD SD TRANSITIONS ELBOW (90') DEFL DEFLECTION NIC NOT IN CONTRACT DN DOWN NO NORMALLY OPEN F-11 z (3 z (3 -� ELBOW (4�) DP DEW POINT OAD OUTSIDE AIR DAMPER �� --�--� TEE DWDI DOUBLE WIDTH DOUBLE INLET OC ON CENTER DISTANCE RETURN OR OUTSIDE COMBINATION FI°E SMOKE VOLUME AUTOMATIC DWG DRAWING OSA OUTSIDE AIR AIR EXHAUST AIR AIR FIRE/SMOKE 41) —�4" MIN OR �� CROSS EA EXHAUST AIR PH PHASE DUCT SECTIONS DAMPENS 1/44 OR T EAD EXHAUST AIR DAMPER PP POLYPROPYLENE LOW PRESSURE DUCTWOPK W 12" MAX - ----- PIPING CONNECTIONS FAT ENTERING AIR TEMPERATURE PSI POUNDS PER SQUARE INCH EDB ENTERING DRY BULB PVC POLYVINYL CHLORIDE E-D R=2D FOR FLEX �D R=1-1/2D FOR ROUND JOINT OR COUPLING POINT EFF EFFICIENCY PVS PVC COATED STEEL ----- 11� -- UNION E-17 ENTERING FLUID TEMPERATURE R (RAD) RADIUS F o MlW1z C12 __z RECTANGULAR DUCT FITTINGS ELEC ELECTRIC(AL) RA RETURN AIR ��, �„ `x .� — --_- - -I� - FLANGED CONNECTION ELEV ELEVATION RAD RETURN AIR DAMPER CAP ENGR ENGINEER REV REVISICN SECTION PLAN SECTION PLAN =- -;I PLUG OR BLIND FLANGE EQ EQUAL RH RELATIVE HUMIDITY FLEX DUCT ROUND DUCT SPIN-IN CONICAL SPIN-IN 0 RISFR EQUIP EQUIPMENT RPM REVOLUTIONS PER MINUTE FITTING FITIING ESP EXTERNAL STATIC PRESSURE SA SUPPLY AIR RETURN OR EXH. GRILLE CONNECTION --- ELBOW UP EWB ENTERING WETi BULB SCFM STANDARD CUBIC FEET PER MINUTE -- - - ------- -� --- --- ELBOW DCWN EWT ENTERING WATER TEMPERATURE SD SMOKE DAMPER f:D R=2D FOR FLEX p R=1-1/2D FOR ROUND - -o-- TEE UP EX EXTRACTOR SECT SECTION E7, _ RECTANGULAR TO ROUND FITTINGS -- - -- TEE DOWN EXH EXHAUST SENS SENSIBLE Q � w� 1 ..,�� - ---- 1------ HORIZONTAL TEE EXIST EXISTING SIM SIMILAR ---------�--- --- FLEXIBLE CONNECTION ! EXP EXPANSION SP STATIC PRESSURE HVAC PIPING F DEGREES FAHRENHEIT SPEC SPECIFICATION SECTION PLAN SECTION PLAN -- -----}------ BALL JOINT FC FORWARD CURVED SQ SQUARE FIG FIGURE SF SQUARE FOOT(FEET) FLEX DUCT ROUND DUCT D D DRAIN (CONDENSATE/INDIRECT) - -- - - -- MECHANICAL COUPLING FILT FILTER SQ IN SQUARE INCH(ES) SUPPLY DIFFUSER CONNECTION HWS --- HWS HEATING WATER SUPPLY FLEX FLEXIBLE SS STAINLESS STEEL_ HWR HWR HEATING WATER RETURN FPD FLUID PRESSURE DROP STL STEEL ~� _ LINED PLENUM - PLUMBING PIPING FPM FEET PER MINUTE STRUCT STRUCTUR(E)(AL) FPS FEET PER SECOND SWP SINGLE WALL PLENUM ^' SPIN-IN S Y�� B O LS FT FEET/FOOT SWSI SINGLE WIDTH SINGLE INLET � � W WASTE (ABOVE GRADS OR FLOOR) FITTING -- -� W !'TASTE (ABOVE GRADE OR FLOOR} FTR FINNED TUBE RADIATOR TEMP TEMPERATURE �� `: FLEX DUCT TQA ACCESS PANEL FU FIXTURE UNIT TSP TOTAL STATIC PRESSURE ---- - SO -- - S9 STORM DRAIN (BELOW GRADE OR FLOOR) TION PLAN SECTION PLAN O / --- SD -- SD STORM DRAIN (ABOVE GRACE) FV FACE FLIT FUTURE TYP TYPICAL �- -�- B BELOW GRADE FLOOR GA GAGE/GAUGE VELOCITY IVD VOLUME DAMPER V VOLTS RECTANGULAR DUCT SQUARE NECK © CONNECT 'TO EXISTING ----- OD ------ OD OVERFLOW DRAIN (BELOW GRADE OR FLOOR) GAL GALLON VEL VELOCITY RETURN OR EXHAUST GRILLE SUPPLY DIFFUSER_ SIDE FLEX CONNECTION OD OD OVERFLOW ORAJN (ABOVE GRADE) GALV GALVANIZED VERT VERTICAL - - -- EX QE EXISTING TO REMAIN D D DRAIN (CONDENSATE/INDIRECT) GLY GLYCOL VFD VARIABLE FREQUENCY DRIVE �, EX K CAP EXISTING CAP FOR FUTURE ----------- V VENT GPH GALLONS PER HOUR VTR VENT THROUGH ROOF , Z� / GPM GALLONS PER MINUTE W WIDTH ® RELOCATE EXISTING - - CW COLD WATER H HEIGHT WG WAIL.R GAUGE SECTION PLAN SECTION PLAN -- HW HOT WATER HORIZ HORIZONTAL WPD WATER PkESSURE DROP 0REMOVE EXISTING ------- RHW RECIRCULATING HOT WATER HP HORSEPOWER W/ WITH SUPPLY DIFFUSER HARD CONNECT!QN SIDE WALL SUPPLY GRILLE CONNECTION c G GAS HTG HEATING W/0 WITHOUT MEDIUM rRESSURE DUCTWORK 0 NOTE MPG MPG MEDIUM PRESSURE GAS ICW I^_W INDUSTRIAL COLD WATER CEILING SUPPLY DIFFUSERS (C - 1 , C-2) t'-- MISC. VALVES & COCKS PW PW PUMPED WASTE CFM RANGE SQUARE NECK SIZE FACE SIZE - D4 - SHUT-OFF VALVE BASED ON: TITUS T—BAR (PMC)-- SURFACE PCS CONICAL TEE LOW LOSS LATERAL TEE CONICAL LATERAL - - - GLOBE VALVE 0-125 6x6 24x24 13x13 BRANCH FITTINGS -Y�S - SHUT-OFF VALVE 'N/ TAMPER SWITCH PLUMBING SYMBOLS 126-220 _ _ 8x8_ 2424 15x15 --- - --- '`zt --- TRIPLE DUTY VALVE I 221-345 1 Ox 1 O _ 2424 _ _ 17x 17 _ R=i-1 2D R=.2D L=D1-D2 -lel ----- CHECK VALVE --- TB THRUST BLOCK _ / b _346-500 _ 12x12_ _ 2424 19x19 -_ DL� L I D D2 - �:�- 2-WAY CONTROL VALVE CO CLEANOUT y 501-780 16x16 24x24 23x23 _ e R DI _ -- 3-WAY CONTROL VALVEL -11 WCO 'NALL CLEANOUT r BALANCING VALVE -- - ---0 FCO FLUOR CLrANOUT TO RETURN AIR GRILLES & REGISTERS (C-3, C-4) ELBOW Y-BRANCH BELLMOUTH REDUCERS ----�F�--- - FLOW CONTROL VALVE - - -.p FDV FL ORODRAIN GRADE CFM RANGE NECK SIZE FACE SIZE ------�� ._.�4 SOLENOID VALVE -- -9 FS FLOOR SINK BASED ON: TITUS PAR T—BAR SURFACE_ PRESSURE REDUCING VALVE DSB DOWN SFOUT BOOTCONTROL �YMBOLS � 0-340 1Ox10 242412x12 M AIR VENT (MANUAL/AUTOMATIC) _341-680 _ _ 14x14 24x24 _ 16x16 RELIEF VALVE 681-1125 ,- 18x18 ___ __24x24 20x20 DAMPER WITH OPERATOR T D`� 2 WAY CONTROL. VALVE �+ STRAINER PLUMBING DESIGN CRITERIA 1126-1670 22x22 24x24 2x24 3-WAY CONTROL VALVE `b STRAINER W/ BLOWDOWN DOMESTIC WATER PIPING SYSTEM ' Do DIGITAL OUTPUT FROM DDC PANEL _- DV BASIS OF DESIGN: 2000 OREGON STATE PLUMBING SPECIALTY CODE APPENDIX A "SIZING WFTER ►- �� DRAIN VALVE SYSTEMS`. PIPING SIZED ON 7.2 PSI/100 FT. PRESSURE DROP. NOT TO EXCEED VELOCITIES OF DESIGN CONDITIONS ( DI DIC' AL INPUT TO DDC PANEL ---- - H9 HOSE BIBB 8FT/SEC FOR CW, 5FT/SEC FOR HW AND 4FT/SEC FOR RHW. ao ANALOG OUTPUT FROM DDC PANEL ---�wH WALL HYDRANT WINTER SUMMER Q ANALOG INPUT TO DDC PANEL _ - / WASTE AND VENT PIPINC SYSTEM ----- -- -©cH GROUND HYDRANT BASIS OF DESIGN: 2000 OREGON STATE PLUMBING SPECIALTY CODE, CHAPTER 7 "SANITARY .1 INDOOR 70 DEG. F DB 75 DEG. F DB/50% RH DP DIFFERENTIAL PRESSURE SWITCH FST, RAINAGE". ALL WASTE PIPING SIZED AT /a" FT. UNLESS OTHERWISE NOTED. ---- -- -� ------- �- — `— sP STATIC PRESSURE CONTROLLER OUTDOOR 22 DEG. F DB 90 DEG. F DB/68 DEC. F WB ---- --� --- STEAM TRAP n ' / Es DAMPER END SWITCH ROOF DRAIN/STORM DRAIN PIPING SYSTEMS CARBON DIOXIDE SENSOR -- - - PRESSURE GAUGE T BASIS OF DESIGN: 2000 OREGON SATE PLUMBING SPECIALTY CODE, CHAPTER 11 "STORM AND I aMs AIR MONITORING STATION - -- - PRESSURE/TEMPERATURE TEST PLUG GROUNDWATER DRAINAGE" STORM OPA!N PIPING SIZED AT 1/+"/FT SLOPE UNLESS OTHERWISE sraK DUCT SMOKE DETECTORINDICATED ON DRAWINGS. --n =WFM WATER FLOW METER WITH ELECTRONIC TRANSMITTER THERMOMETER -- F NATURAL GAS SYSTEM PB PUSH BUTTON SWITCH Q- - FLOW SWITCH BASIS OF DESIGN: 1999 OREGON STATE MECHANICAL SPECIALTY CODE, CHAPTER 13, PB PRESSURE TRANSMITTER "FUEL-GAS PIPING". EQUIVALENT LENGTH OF PIPE: 150 FT (MPG), 40 FT (G) TEMPERATURE TRANSMITTER --� ELECTRONIC TEMPERATURE SENSOR �4(SIZE) SHOCK ARRESTOR Fs FLOW SWITCH WFM ELECTRONIC SENSOR WITH AVERAGING WATER FLOW METER ----—C�RPeP-- -- REDUCED PRESSURE BACKFLOW PREVENTER 1 QUICK OPENING BOILER BLOWDOWN VALVE Rei isron, D8te Drawing Title 19 May 2063 SYNfB0LS, LEGENDS ABIC�1REE��H'IAT�IiIOCANISPRProject No PARTNERSHIP INC 2216 [loa S.H. :3rd Avenue New Tigard Library 0.I 32 Er rPortland. Ore on ConsultantPtowtNo Hall Blvd.M500 ARCHITECTURE PLANNING INTERIORS 1 n,zoa-size0211 Construction Documents �� ' BUF'2oo&5 do3.82Q3Uz1 OREGON , Dmwnby 98 of t25 f)ra\rtnv'�u n P:IM: 1'osullinR Engineers It.c. Far 50.1Z26.2930 �, 621 SW Morrison Street,Suite 200 Portland,Oregon 97205Cry0°'rh t9 �°°' �c,• �� RRK T.503.222.1917 F:503.294.0272 www.srgpartnersltip.com 14 TiIff Lgard,Oregon z4S p CO�� `� (licckNPG M0 • EEX RES 12 S .. ....... ....... .....�.._.._._.....;.—Y, _ ....-..._-.._....._.-..........-... -.,,..ww.vr.:.::,,,.,,....,I..r...,..�.'r,'T ._. _... E'!!'_Y.".•. nr .. - ..... ..._.,.. ..,,.. ...._.�„r....-.....r.--. .. _, r-'GT -..T. -, . -" .. ... ..., .. NOTICE IF THE PRINT OR TYPE ON ANY 11 IMAGE IS NOT AS CLEAR AS THIS NOTICE: �0[I I I III 1111111 I I I III III I I IT IS DUE TO THE QUALITY OF THE _ No 3e e•, fir_ / ORIGINAL DOCUMENT S L 8 LL 8L S fL B S T�L L 8T BT LT 9T 9T 6t ST ` LT T�T o�T 18 8 LL lg LL LIrua1llilllll Llillullllll� k3ox 7 I PLUMBING EQUIPMENT SCHEDULE �� _ AIR HANDLING UNITS _ ITEM DESCRIPTION ELECTRICAL _ T SUPPLY - :- RETURN/EXHAUST HEATING WATER COIL DX COOLING COIL EWH-1 ELECTRIC WATER HEATER V TAG LOCATION SERVICE AIR MIN PPE FINAL -- MAX -_ -- - -----1 -- 277 , 1 PH, NUMBER FLOW OSA TSP ESP BHP RPM MOTOR VFD AIR FLOW TSP ESP BHP RPM MOTOR VFD AMBIENT APPROX. I 80 GALLON STORAGE CAFACITY 20 AMPS, 4.30/4.5KW CFM CFm FILTER FILTER (in wg) HP CFM (in. w HP APO HTG EAT LAT C,1� EWT MIN EAT F IAT F TEMP UNIT VOLTS/� WE:Ci1T EAVSD ON NOTE: 20.5 CPH REHEAT AT 99F RISE ASME RATED SIMULTANEOUS % EFF % EFF g) (in, wg) CFM F F GPM F WTD F (db/wb) (db/wb) F MCA (LES) BASED ON: A.O. SMITH ELJF-300 DUAL. ELEMENT AHU-1 ROOF LEVEL 1 22,000 4400 30 85 3.5 2.54 23.5 700 30 YES 18,8C0 1.5 1.32 11.1 800 15 YES 0.2 8500 51 65 7.5 ?40 40 80 64 53 52 105 190 460 12 000 CARRIER -- OPERATION ---- -- - - -- --- --- --- _ - --- - --- - __-_- __- - ------ . ----- ----- ----__-- -- ------ ___ AHU-2 - ROOF --.___ LEVEL 2 16,500 3750 30 8ti 3.5 2.65 17.55 800 25� YES 14,800 1.0 0.55_ 11.5_ 850 15 YES 0.2 6000 32 - 65 11.5 140 40 84/66 53 52 1 105 145 460 3 12,000 CARRIER -- E'NH-2 ELECTRIC WATER HE 4T R 277 V, 1 PH, AHU-3 COMMUNITY RCCF COMMUNITY CENTER 8100 3,800 30 85 3.0 0.9P 5.9 770 10 YES 6650 1.0 0.38 2.1 BOG 5 YES 0.2 4000 24 65 17 140 40 �8, 65 53 51 105 85 460 3 6,G00 CARRIER 40 GALLON STORAGE CAPACITY 20 AMPS, 4.5 KW --- 20.5 GPH REHEAT AT 80*F RISE ASME RATED SINGLE ELEMENT GENERAL NOTES: NOTES: BASED ON: A.O. SMITH DEN-40 OPERATION 1. UNITS MCUNTED ON SPRING ISOL4TED SOUND ATTENUATING CURB. PROVIDE SILENCERS AS REQUIRED TO MEET SOUND LEVEL REQUIREMENTS. �J PROVIDE BYPASC OR HEAT RECLAIM CULLS TO ACHIEVE 63 FDB/53 �' LAT. EWH_3 ELECTRIC WATER HEATER (INSTANTANEOUS) 2. HEATING COILS BASED ON MAX FACE VELOCITY OF 700 FPM, 0.15 IN MAX (wg) APD, AND 5 FT (w9) MAX WPD, 2 ROW MINIMUM. 1.06 GPM 0 46'F TEMP RISE 277 V, 1 PH, 3. MINIMUM OSA CALCULATED BASED ON ASHRAE STANDARD 62, 1999. BASED ON: EEMAX EY,100T 30 AMPS, 10.0 KW EWH-4 ELECTRIC WATER HEATER (INSTANTANEOUS) i 1.06 GPM 0 617 TEM" RISE 277 V, 1 PH, ROOF VENTILATOR SCHEDULEFAN COIL UNITS UNIT HEATERS CABINET UNIT HEATER_ BASED ON: EEMAX EX9,. 30 AMPS, 9.0 KW INTAKE MAX HEATING COIL MOTOR 2-1 DCMESTIC WATER EY.PANSICN TAN r� _ TAG LOCATION SERVICE CFM OR 00 THROAT BASED ON NOTES HEATING NUMBER SIZE TAG LOCATION SERVICc TYPE CAPACITY CFM (EWH-1) 0.5 GALLONS ACCEPTANCE VOLUME - RLUEF (in. wg) NUMEER E MIN c S � FWTO 6.4 GALLONS TANK VOLUME RV-1 ROOF ELEVATOR 1 - - 22x22 GREENHECK MBH GPM HP VOLTS PH BA ED ON NOTE - BASED ON: AMTROL ST-5C - --_ -__ ---- - - ------- ----- ------- -- --- - --- - - RV-2 IROOF ELEVATOR 2 - - - 22x22 GREENHECK - CUH-1I CORRIDOR 125 1 MAIL/LOADING CCRR _ CABINET UNIT HEATER 20 550 _140 1.5 40 0.12 120 1 CARRIER DET-2 DOMESTIC WATER EXPANSION TANK -__[_CO - ---- - -- - - - 1 (EWH-2) 0.43 GALLONS ACCEPTANCE \OLUME CUH-2 CORRIDOR 150 CMP.IL/LOADING CORR - - CABINET UNIT HEATER 20 550 140^ 1.5 40 0,12 120d_ 1 CARRIER - 2.1 GALLONS TANK VOLUME ._ --- - --- ASE RATED TANK BASED ON: AMTROL ST-12C _ DUCT SILENCERS RHWP-1 RECIRCULATING HOT WATER PUMP 1/25 HP TAG SERVICE LENGTH S.P. DROP MODEL IN-UNE CENTRIFUGAL PUMP 120 V, 1 PH NUMBER (FT.) (IN.) NUMBER BASED ON: OIMEPIS;ONS 2 GPM ® 7 FT. HEAD --- c I _ �_ � ST-1 AHU-1 - 5 0.12 5MS INDUSTRIAL ACOUSTIC COMPAN`! 5'x6$"x46" �- BOILERS BASED ON. GRJNDFOS UP 15 18 �F - -- - -- - -- TAG LOCATION SERVICE TYPE OUTPUT EFF SUPPLY RETURN GPM MAX FUEL MOTOR -- --- - ---- - - ------ -- ---- ST-2 AHU-1 3 0.15 3LFM INDUSTRIAL ACOUSTIC COfIPANY 3'x8O"x66" CAPACITY TEMP TEMP WPO BASED ON NOTES PRV-1 PRESSURE REDUCING VALVE --- - - - - --- - NUMB_R % TYF� VCLTS/0 FLA 10'_ PSIG INLET PRESSURE _ ST-3 _ AHU-2 5 0.24 5MS INDUSTRIAL ACOUSTIC COMFANY 5'x68"x26" - MBH F F (FT HD) ` 68 PSIG OUTLET PRESSURE Q60 GPM ® 7.5 PSI FALL-OFF) ST-4 _ AHU-2- 3 0.20 3LFM - INDUSTRIAL ACOUSTIC COMPANY 3'x80"x54" _ B-1 BOILER ROOM HEATING SYSTEM------ CONDENSING 92 140 100 4? ? N GAS 12Q 1 4 FULTON PHWICOC - BASED ON: WATTS 2235 (11/2 ) ST-5 AIiU-3 5 0.12 5MS INDUSTRIAL ACOUSTIC COMPANY 5'x66"x18" B-2 BOILER ROOM HEATING ____840 -- - - -- - --- - - --- ULT6 PRk)-2 FR`)-2 FRcScURE REDUCING VALVE J - - --� - ST-6 AHU-3 _ 3 0.15 3LFM INDUSTRIAL ACOUSTIC COMPANY 3'x66"x18" SYSTEM CONDENSING 840 94 ?40 100 42 2 N. GA., 120 1 4 FUl_TON PHW1000 102 PSIG INLET PRESSURE - -- - GENERAL NOTES: GENERAL NOTES: 72 PSIG OUTLET PRESSURE QO GPM ® 7.0 PSI FALL-OFF) 1. UNIT TO HAVC SINGLE POINT ELECTRICAL. CONNECTION. BASED ON: WATTS 2235 (11/4') 1. PROVIDE DUCTWORK TRANSITIONS TO ACCOMMODATE SOUND TRAP SIZE. -SP-1 SUMP PUMP (ELEVATOR) -- _ - -i`----- --- - t/` HP AND 10 GPM ® 25 FT HEAD 120V, 1 PH FIN TUBE RADIATORS SP-2 BASED ON: PACO, PIP 701A GPRV-1 GAS PRESSURE REDUCING VALVE TAG LOCATICN SERVICE TYPE CUTPIIT (FIREPLACE) 39 CFH INPUT, 2 PSIG INLET PRESSURE - NUMBER BTU/HR/ WTD EWT FINS GPM SIZE BASED ON NOTES OUTLET PRESSURE TO BE COMPATIBLE WITH EQUIPMENT LINEAR (F) (F) (PER FOOT) BASED ON: MAXITROL 325 SERIES (1/2) - 1" PIPE x 41/4" x 41/4 _ � FTR-1 LOBBY HEATING PEDESTAL 600 5 140 48 2.5 ONE ROW VULCAN GFRV-2 GAS PRESSURE REDUCING VALVE ELEMENT x 9'-5' LONG __ _ _ (BOILER-1) 1000 CFH INPUT, 2 PSIG INLET PRESSURE - -- -- 1" PIPE x 41/4 x 41/4" OUTLET PRESSURE TO BE COMPATIBLE WITH EQUIPMENT FTR-2 LOBBY HEATING PEDESTAL 600 5 140 48 2.5 ELEMENT x 8'-Cr LONG ONE ROW VULC�A - BASED ON: ROCKWELL 143 - -- - - __ FTR-3 LOBBY HEATING PEDESTAL 520 4.5 140 48 2 5 1" PIPE x 41/4 x 41/4 GPRV-3 GAS PRESSUPF REDUCING VALVE ONE ROW VULCAN a_ _ ELEMENT x 8 0" LONG (BOILER-2) 1000 CFH INPUT, 2 PSIG INLET PRESSURE - - - 1" PIPE x 41/4" x 41/4 - OUTLET PRESSURE TO BE COMPATIBLE WITH EQUIPMENT FTR-4 LOSS'; HEATING PEDESTAL 600 4 140 48 2.5 ONE ROW VULCAN - BASED ON: ROCKWELL 143 ELEMENT x 5'-0" LONG GPRV-4 GAS PRESSURE REDUCING VALVE `�- (GENERATOR) 252 CFH INPUT, 2 PSIG INLET PRESSURE - OUTLET PRESSURE TO BE COMPATIBLE WITH EQUIPMENT - - - BASED ON: ROCKWELL 043 _ _ EXHAUST FANS RPBP-1 REDUCED PRESSURE BACKFLOW PREVENTER - _ I MOTOR (BOILER) 11 GPM 0 13 PSI LOSS TAG LOCATION SERVICE TYPE CFM TSP FAN DRIVE APPROX. BASED ON: WATTS SERIES 009 QT (3/4") _1- NUMBER (in. wg) RPM HP VOLTS/0 ��) BASED ON NOTES EF-1 ROOF _ MAIN TOILET CORE CENT. ROOF 2400 0.75 910_ 1/2 460/3 BELT 150 GREENHECK GB-180 - _ PLUMBING FIXTURE S C H E D U L.EEF-2. - CHILDREN'S PROGRAM EI EV MACHINE 113_ CENT. IN-LINE 400 0.50- 1050 217 W 120/1 DIRECT 70 GREENHECi' CSP-252 - - ROUGH-IN SIZE - INCHES - EF-3 ROOF _ COMMUNITY CENTER TOILETS CENT. ROOF 1350 0.50 _ 1210 -_1/4 120/1 BELT 150 GREENHECK GB-131_ ITEM DESCRIPTION W V CW HW NATES EF-4 YOUTH SERVICES IDF ROOM 112 CENT. IN-LINE _ 3000.25 _700 1/4 120/1 BELT 120 GREENHECK BCF-107 WITH T-STAT -- WC-1 WATER CLOSET _4" 2" 11/4 - WALL HUNG, FLUSHOMETER -EF-5 REFERENCE WORKROOM IDF ROOM 212 CENT. IN-LINE 400 _ 0.25 750 1/4 120/1 BELT 120 GREENHECK BCF-107 WITH T-STAT , WC-2 WATER CLOSET 4" 2" 11/4" - WALL HUNG, ADA, FLUSHOMETER EF-6 CHILDREN'S PROGRAM FAMILY TOILET 149 i CENT. IN-LINE _ 150 0.50 000 48 W 120/1 DIRECT 50 GREENHECK CSP-A200 WC-3 WATER CLOSET 3" 2" 11/4" _- FLOOR MOUNT FLUSHOMETER, PRIMARY EF-7 ROOF ELEV MACHINE 124 CENT. ROOF 600 _ 0.90 1330 1/4 120/1 BELT 125 GREENHECK 141 HP WC-4 WATER CLOSET3" 2" 11/4" - FLOOR MOUNT, ADA, FLUSHOMETER U-1 URINAL 2" 11/2" 1" - WALL MOUNT FLUSHOMETER U-2 URINAL _ _ - WALL MOUNT FLUSHOMETER, ADA L-1 LAVATORY_ -� 2" 11/4" 1/i" 1/2" COUNTER TOP, METERING FAUCET, ADA PUMPS L-2 LAVATORY _ 2" 11/2" 1/i 1/2" WAIL HUNG, METERING FAUCET, ADA MOTOR -� " " " TAG LOCATICN SERVICE TYPE FLOW HEAD SHUTOFF EFF L-3 LAVATORY 2 11/4 1/2 1/2 WALL HUNG, SINGLE LEVER BASED ON NOTES M1X1NG VALVE FAUCET, ADA NUMBER GPM (ft. wg) READ X HP VOLTS/0 RPM i S-1 SINK -� 7' 11/2" 1/2" 1/2" COUNTERTOP 22"x22", HWP-1 BOILER ROOM 8-1 IN-LINE 42 1557 1/2 460/3 1750 B&G SERIES 60 _ 11/4X11I4X5V4 HW DISPENSER, ADA --� ---- ---" � -� - -`-` --� - _ HWP-2 BOILER ROOM B-2 _ IN-LINE 42 15 - 57 1/z 460/3 1750_ B&G SERIES 60 11/4x11/4x5/4 _ S-2 _ SINK _ 2" 11/2" 1/2=_ 1/2' COUNTERTOP 17'x20", ADA HWP-_3 BOILER ROOM _ DISTRIBUTION IN-LINE _ _75 50 - 57 3 46C/3 1750 B&G SERIES_ 0 _ VFD D�'VEN 1vex1_1/2x91/2 MS-1 MOP SINK 3" 11/2" 1/2" 1/2" FLOORLCORNER MOUNTED HWP-4 BOILER ROOM ` DISTRIBUTION IN-LINE- 75 50 - _57 3 4FD/3 1750 8&G_SERIES 80 VFD DRIVEN 11/2x 11hx?1/z SH-1 SHOWER_ _ 3" 11/2" 1/2" 1/2"_ PRESSURE BALANCING, ENCLOSURE, ADA HWP-5 AHU-3 AHU-3 IN-LINE ` 17 18 - 57 1/3 120/1 1750 01NOFOS UMC50-80 - OF-1 DRINKING FOUNTAIN 2" 11/2" 1/2" - DUAL HEIGHT, ADA WH-1 WALL HYDRANT - - 3/4" - FREEZEPROOF VACUUM BREAKER - 1 i i 1 i I IM l� 1 I 1 i I I a , I i E i i Re,,isiona Dale Drawing Title PRI 19 May 1.003 EQUTPN4ENT SCHEDULE SRG PARTNERSHIP INC r�� <, �'� Project No New Tigard Library x-,41 G1NE�R� 2216 NECfLkmCAL + eon 5.8. 3rd AvemmHall Blvd. ARCHITECIURE PLANNING INTERIORS G Fnrtlend. -29126reRnn 1 2� 1' / 642 Sof 3.00211 972Ud-2 21 Construction Documents c"o.�u•Sl PlUiCI•I NU 501.2U0.2 21 1 99 01 125 i. 10 l m,ulliuk [engineers Inc. Fax 509.228.2990 Z e N � Dmwnb Drasein��,• 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 ��'y ''cti 1� 19�'� �� RRK T.503.222.1917 F:503.294.0272 www.srgpartnership.com Tigard,Oregon �ZAIS p Cd��\�S�q Checked by NPC M002 ErRES 12-tt_13 ,.,......e. .o ��w•rnonr,traw!s+7GVM,a3Maamrcmx� -.- .... ..... ,.. .«. ,., IF THE PRINT OR ON ANY i -I-I t ItIrI1 Ir1TIr� tItIII i1_I IIt 1 MAGE ISNOT AS CLEAR ASHISNOTICE, � 1 III6I Iit--III�8 IT IS DUE TO THE QUALITY OF THE -1',, V11 _ORIGINAL DOCUMENT ( ajSL BL '�t 9L L �>rL S �Z t�tG �7, et�� 8((i G��t 9t 4��t �►t S11t Gt Tt I ��t ��8 � L I 9� (9I �t I S 221, 11 a"1 IiIIIIIIIIIIIIIUI!II 'liiilllll1lllllllIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIII�lll1111111IlIIIIII�IIII11111�IIIIIIIIl�1W ll1111111�111111IIIIIILIIIIIIIII 11111111r; VENTILATION SCHEDULE VENTILATION SCHEDULE ~_ TERMINAL UNIT SCHEDULE _ ANU-1 qHU-2 � TAG LOCATION SERVICE TYPE INS CCOl1NG�_HF�i�NG CGiL ASHRAE STANDARD 62-1999 MULTIPLE SPACE OSA CALCULATION ASHRAE STANDARD 62-1999 MULTIPLE SPACE OSA CALCULATION DIA MAX MIN _ UT NOTES NUMEER (in.) CFm CFm CF)tl GFW (F) UBC 1002 UBC 1202 MINIMUM UBC 1002 UBC 1202 MINIMUM d LOCATION FLOOR COOING OUTSIDE AIRPEAK DESIGN 05A OSA LOCATION FLOOR COOLING PEAK DESIGN OUTSIDE AIRMINIMUMOSA TU-1-101 NEW BOOK 142 VOLUNTEER COORDINAI OR 140 VVR 5 180 54 79 0.5 105 AREA CFM OCCUPANCY QCCUPAiF:CY cfm/person CFM PERCENTAGE AREA CFM OCCUPANCY OCCUPANCY cfm/person CFM PERCENTAGE - -- ------ - - - _- TU-1-102 CHILDREN'S 144 CHILDREN'S 144 VVR 12 1700 510 916 2.5 105 I VOLUNTEER COORDINATOR 140 148 180 2 1 20 16 0.09 NON-FICTION 232 1350 1440_ 27 14 15 203 0.14 TU-1-103 CHILDREN'S 144 CHILDREN'S 144 - VVR 8 560 leo 270 0.5 88 - CHILDREN'S 144 1515 1700 35 18 _ 15 266 0.16 LARGE PRINT AREA 235 675 580 _ 7 3 15 51 _ 0.09 TU-1-104 CHILDREN'S 143 _ CHILDREN'S 145 VVR 14 1800 540 935 _2.6 105 I CHILDREN'S 144 _ 675 560 7 - -__3 _ 15 51 0.09 HOUGHTON_ ROOM 236 _ _1216 1800 _48 24 15 360 0.20 TU-1-105 CHILDREN'S PROGRAM 146 YOUTH SERVICE 148 VVR -8 _600 180 237 0.5 9= - CHILDREN'S 145 1180 1800__ _19 10 15 _ 143 _ 0.08_ FICTION 237 _ _960 480 10 5- _!15 72 0,15 TU-1-10G CHILDREN'S PROGRAM 146 CHILDREN'S PROGRAM 146 VVR 10 _ 900 270 _365 1.0 105 - YOUTH SERVICE 148 593 600 _11 6 15 84 0.14 NON-FICTION 231_ 3840 2300 38 19 20 384 0,17 TU-1-107 STAFF ROOM 132 STAFF ROOM 132 VVR 7 460 138 212 0.6 105 2 CHILDREN'S PROGRAM E 2 _M 146 756 900 5 _ 2 15 35 _0.04 REFEFcN% 05 640 2235 _ 64 32_ 15 480_ _ 0,21 TU-1-108 STAFF ROOM 132 OFFICE 131 A VVR -_5 200 60 84 0.5 105 - STAFF ROOM 132_ -____ Y 427 460 _4 _2 20 40 0.09 PERIODICALS 233 960 2260 72 _ 36 20 720 0.32 TU-1-109 TECH SERVICES 130 MEN 136_ - VVR 10 1020 306 _306 0.5 77 - - OFFICE 131 200 200 2- 1 20 _ _ 20 0.10 GROUP STUDY 206/207 210_ 320 6 3 15 48 0.15 TU-1-110 IT SERVICES 130 TECH SERVICES 130 VVR 12 1300 390 612 1.7 105 1 2 MEN 136 _ 623 1020_ 3 2 20 34_ 0.03 YOUNG ADULT 203_ 320 1100 32 _ 16 - 15 _240_ 0.22 TL1-1-111 COMPACT STORAGE 127 COMPACT STORAGE 127 VVR 8 500 150 391 1.1 _ _ 105 - TECH SERVICES 130 - 1122 1300 12 _ 6 20 118 - 0.09 - REFERENCE DESK 204 1140 1120 38 -_ 19 15 - 284 0.25 TU1 112 HALLWAY 120 -_ CIRC. WORK ROOM 119 VVR 10 1250 3_75 270- 0.5 79 - --T-- - COMPACT STORAGE 127 898 500 5 3 _ 20 J 52 0.10 OREGON HISTORY 201 1920 1000_ 29 __- _14 20 _ 288 0.29 TU-1-113 SELF CHECK- CHILDREN'S_143 _ VVR 16 2400 720_ 884 �0.9 73__ C!RC. WORK ROOM 119 1181 1250_ 15 7 20 148 0.12 REFERENCE DESK 204 450 465 9 _ 5 15 _68 0,15 TU-1-114 CIRC. WORKROOM 119 OFFICE 122 - VVR 8 600 180 117 0.5 90 1 CHILDREN'S 143 - 5010 2400 _ 77 _ 39 _ 15 _ 579 _ 0.24 GROUP STUDY 200 225 220 4 - 2 15 33 _ 0.15 TU-1 -115 CIRC. WORKROOM 119 HALL 188 VVR 8 _660 198 459 1.3 105 - OFFICE 122 775 600 8 4 20 84__ 0.14 FICTION 237 960 1480 10 5 15 72 0.05 TU-1-116 CIRC. WOR}�ROOM 119 INTERIOR LOBBY 117 VVR _ 10 1200 360 360 _ 0.5 _77_ - IALL 188 885 660 9 4 15 66 0.10 TU-1-117 CIRC. DESK 118 CIRC. DESK 118 _ VVR 8 600 180 276 0.8 105 - - �- - - -- c TU-1-118 LIBRARY ENTRY 116 LIBRARY_ENTRY 116 VVR_ 10 1040 _312 474 1.3 105 INTERIOR LOBBY 117 2239 1200 22 - 11 15 168 0_14 BLOCK AIRFLOWS - CFM 16,000 3,302 -- - - - - -- _ _ CIRC. DESK 118 540 600 5 3 15 41 0.07 TU-1-119 HALL 111 ELEV, MACHINE RM 113 VVR 8 700 210 210 0.5 81 LIBRARY ENTRY 116 _ 915 _1040 9 5 _15 _-69 0.07 SYSTEM OSA CALCULATION TU-1-120 COFFEE 110 ,- COFFEE 110 VVR 6 400 120 120 0.5 _ 90 - `� ELEV. MACHINE RM 113 150 700 1 _ 1 20 10_ 0.01 TU-1-201 ADMIN 221 CORRIDOR 217 _ _ VVR 12 970 291 440 0.7 82 COFFEE 110 250 400 - 1 1 20 14 0.04 X = 0.206 X = The uncorrected fraction of outdoor air in the total supply, --- TU-1-202 ADMIN 221 _ _ CONFERENCE 224_ VVR 8 900_ 400_ _400 _ 1.0 102 1 - -- ---- --_ Z = 0.319 Z = The fraction of outdoor air in the supply of the critical zone. TU-1-203 ADMIN 221 OFFICE 223 VVR 14 -350 105 290 0.8 105 - - CORRIDOR 217_ 1100 970 9 _ 5 20_ 92 _0.09 Y (% outside air) = X/(1+ X -Z) 23.2% Y = The corrected fraction of outdoor air in the total supply. - - i - - - ---- -- -- CONFERENCE 224 _ 928 900 - 40 20 20 400 0.44 TU-1-204 ADMIN 221 OFFICE 222 VVR 7 830 2.49 249 _ 0.5 81 2 _ ____ ASHRAE STD 62 OSA REQUIRED = 3719 TU-1-205 REF WORKROOM 215 REF WORKROOM 215 VVR_ 16 1300 390 580 1.6 105 2 OFFICE 223 _ 285 350 3 2 20 32 0.09 Design OSA = 3750 - -- - - - -- - - OFFICE 222_ � 182 830 2 1 20 16 _ 0.02 TU-1-206 REF WORKROOM_215 ELEC_211 _ VVR 16 1000 300 3t 1 - 0.9 105 = - - REF WORKROOM 215 _ 1368 1300 21 1 i 20 212_ 0.16- TLI--1-207 REF WORKROOM 215 _ TRAINING 209 _VVR 16 900 270 505 _- 1.4 105 -- ELEC 211 -- 756 1000 5 3 _ 15 40 0.04 TU-2-121 NEW BOOKS 142 NON-FICTION 232 VVR 7 1440 8432 885 2.0 105 TRAINING 209 627 900 16 8 20 160 0.18 TU-2-122 CHILDREN'S 144 LARGE PRINT AREA 235 -VVR 10 580 174 270 0.5 92 TU-2-123 CHILDREN'S 145 HOUGHTON ROOM 236 VV 10 1800 540 923 2.1 105 = CLOCK AIRFLOWS - CFM 22,000 2,488 TU-2-124 CHILDREN'S PROGRAM 146 FICTION 237 VVR 8 480 144 384 0.5 78 -- TU-2-125 NEN BOOKS AV_ 141 NON-FICTICN 231 VVR_ 8 2306 690 1536_ 3.0 99 - SYSTEM OSA CALCULATION TU-2-126 HALLWAY 120 REFERENCE 205 _ VVR_ 5 2235 --67i---- 671 0.7_ _81 - TU-2-127 HALLWAY 120 PERIODICALS 233 VVR 12 2260 720 720 0.9 85 X = 0.136 X = The uncorrected fraction of outdoor air in the total supply. TU-2-128 CIRC. WORKROOM 119 _ GROUP STUDY 206 207 VVIR 10 320 _-96---1-89- 0.5 105 Z = 0.444 Z = The fraction of outdoor air in the supply of the critical zone. TU-2-129 CIRC. DESK_ 118 YOUNG ADULT 203 VVR 10 1100 --330-- 330 0.5_ 81 i (�a outside air) = X/(1+ X -Z) 19.6% Y = The corrected fraLt;on of outdoor air in the total supply. TU-2-130 INTERIOR LOBBY 117 REFERENCE DESK 204 VVR 6 1120 336 - 570 1.3 105 ASHRAE STD 62 OSA REQUIRED = 4322 TU-2-131 LOBBY ENTRY 116_ OREGON HISTORY 201 VVR 10 1000 300 768 1.0 88 Design OSA = 4400 TU-2-132 INTERIOR LOBBY 117 _ REFERENCE DESK 204 VVR 12 465 140 258 0.6 105 - TU-2-133 LIBRARY ENTRY 1 t 6 GROUP STUDY 200 _- VVR 10 220 66 i 07 0.5 105 TU-2-134 LIBRARY ENTRY 116 FICTION 237 VVR 1C 1 1480 1 444 546 1.3 105 - GENERAL NOTES: 1. ENTERING AIR TEMPERATURE 55F. 2. ALL HEATING COILS MUST 'BEET SUMMER CONDITIONS OF 1207 ENTERING WATER TEMP., LEAVING AIR TEMP. OF 75'r- AND GPM AS INDICATED. 3. PROVIDE MINIMUM OF 36" CLEARANCE IN FRONT OF CONTROL BOXES. SUMMER ENTERING WATER TEMPERATURE 120'F ENTERING WATER TEMI✓LRATURE 147F LEAVING AIR TEMPERATURE 757 LAT AND GPM AS INDICATED NOTES: 01 3-WAY CONTROL VALVE 02 THIS UNIT SERVES A ROOM WITH OPERABLE WINDOW(S). PROVIDE PROXIMITY SWITCH IN ALL OPERABLE WINDOWS IN AREA SERVED BY UNIT. SWITCH TO BE MOUNTED AND CONTROLLED AS SHOWN ON D17AIL 7/M6.2 AND 3/167.2. UNIT WILL SHUT DOWN WHEN WINDOW IS OPEN. KEY OD = DUAL DUCT VV = VARIABLE AIR VOLUME TERMINAL UNIT VVR = VARIABLE AIR VOLUME TERMINAL UNIT WITH REHEAT COIL. CVR = CONSTANT AIR VOLUME TERMINAL UNIT WITH REHEAT COIL. FPS = FAN POWERED SERIES BOX. FPP = FAN POWERED PARALLEL BOX TU - X - LXXX L TERMINAL UNIT NUMBER l - FLOOR UNIT IS LOCATED ON AIR HANDLER NUMBER TERMINAL UNIT 1 i 1 1 1 Revisions Date Drawing Title 19 May 2003 SRG PARTNERSHIP INC �� PRCF ,� E�LT[P�iE",ENT SC.iMCE Project No New Tigard Library �� aG `"�� 2216 ,�¢«:��. 806 SAT, 3rd Avenue wHall 1 2 (ore.uliant P owa No BUP2003.00211 lvd 13500 OPP Portland. Ore on ARCHITECTURE PLANNING INTERIORS 0.22 29.11 Construction Documents � ]hV 10001 125 [03.2211.2931 OR6CON Dm%%ing Yo PAE Consulting+ F.n�ine�rs Inr,. FAC 500.2211.2930 -y � � 'i• Ortwn by 621 SW Morris m Street,buite 200 Portland,Oregon 97205 ��y °�h 19 �9°' �. RRK I T`.503.22V,917 F:503.294.0272 rww.srgpartnership.com Tigard,Oregon OZ43 N Cp� 1°I Checked by MO . 3 ERPIRES 12-31-0.l Yk+,.4... v,.e,anewure,xuw�,nA+ .rt.r-„m,.nr,Mda,r„nne,.wwr- .r:an.:.n n,»•:nM"iWIWIVanCnt: , �,�� _ �94'°!r�Pyt4A5 �`�t", .. 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(TYP. 4) TU-1-114 ^ _ 22x6r TO 12x14 rte-!:- 36x8 -"''i EF-4 C-1 30a H-2 T 8 0 150 J 022x - 14x14 --"=" A,� 14 - --- �� 8"0 1 I 1 `� 22x6 UP 600 350 10x 10 �''�� - .,,, 1 - - I 24x 10 (TYP. 6)-�` 8x 12 UP 2 (TYP. 4) U-2-129 I�N �- - X -3 - =- 3001 H- i � 1100 10x8 18 6 C _ _ " T 250 __ - 1 ( 0 C-1 , �T e�-- 13 - 18x12 - 1 - - 0x12 s - ,+ .. . _ 2" HWS/R ON 0x1 2^ 148x1; t I. 18x1U I 8 0 x _ i 1 0 "� ,-- i 40(3—� ( x 2 tU 300 H' 1 1 � 22x6r. T -� 24�C 0 ? 1000 H-3 - TU-2.-13 16x12 10x10 }5x10 2x-10 - 6 0 �/2" 1000 _ 1 (Ty P. 5) I' 180 12x8 500 I - _ 22x6 8"0 75'F 300 H-t C 1 - " - - TU-1-116 " 2" +_ 1.4 10x10 _- _J 20G H-2 T M - J-1 •r-- 17x14 12(0 TYP. 5 -8 0 „�1' SNA- , X10 �rE 1 " I I I 'I - Z' r ,, vESTISULE ) 11/2 HWS R UP 8"0 I r � 145 29x16e 10 A C-4 • ( ) 2"� X ,TYP. 6 - s1 - 117x14 15 6s 6e 1 15x68 SUP �` - - _-_____; e M4.1 ` - x _ --12x1Q -- - I� - -- - 2lxl6e 25>,16e 30xl6e --- - -- : 8x8 (t 5 x10 ; 11 20x'12 120 O"0 1 3 UP ,. .___- •, -- --- ...,:� ,� � •:_ �i.4 � 8X10 f4" UN- - II G = - , 1 I � 5x6e � /• t; 7 250 0 b •e.�!?r (TYP. 2) 8x12 1�� I 8x10 T 18x6' r --- C-1 x12 10x12 1 12 1, 0x1 8„0 - ___ j 11, 100 580 l = - - r - , I I U-1-119 I ” 10x10 IXI3x'0 2'/2" 12x12 (TYP. 4) 10x10 C-t , (D.2 » C-3 C-4 I �_� _ 1 ' 700 10 0 -- - - .T - \` -- © 10x10 12x10 - 1 /4 200 �E.1/ - - I 10x.1 - �10 --- -- - - - 22X6 ^ .; \ , t 0_- -10x12 12x12 8 0 /'-RJ-2-128 2 3 I 10x10 8 0 1 'moi TU-2-134 `-- - TU-2=13 -1-118 (n'P I C 15 (TYR. 2) 320 C I o 1 , 220 1040 10 0 2' 48x4 UP 6 I- X00 TYP. 3TU-1-1 I� 1 /4HWS 1 /4HWR TYP. 3 12x 10x10 - --,_. 1 ;, .✓;, I ( ) (TYP.) M6.2 i TYP. 2 10x10 TU-1-115 ' 320 160 8"0 260 U-2-132 I (TYP. 3) C-1 465 TU-2-130 660 � _ r, _ ` TYP. 4 I 1120 100 �'"" -r I ` " �,�3 I I I SEE 6 (TYP. 3) - D I X6 F7AIL M6.3 1 GENERAL NOTES: NOTES: ! 1. ALL BRANCH PIPING 10 TERMINAL_ UNITS, CABINET UNIT HEATERS AND �1 ANGLE DUCT TAP DOWN AT APPROXIMATFLY 45 DEGREES TO CLEAR ® H460 ® 14x8 12 BLANK DIFFUSER ONE`(. 16 C50 UNIT HEATERS TO BE 3/4" UNLESS OTHERWISE NOTED. ADJACENT FLAT OVAL. OFP 9 14x.10 13 PROVIDE VALVES IN RISER. � PIPING TO BE RUN BURIED IN SLAB. COORDINATE WITH ALL TRADES 2 CABLE TRAY ROUTING. 4 2. CEILING CLEARANCE IS VERY LIMITED. COORD O PRIOR TO INSTALLATION. MANY DUCT OFFSETS REQUIRED. SPRINKLER 6 160 10 NOT USED 14 AHU-3 VALVING AND PUMP SHALL BE LOCATED ACCESSIBLE I PIPE TO BE ROUTED IN REAM OPENINGS. 24-INCH WIDE BY 15-INCH HIGH FUTURE BOOK RETRIEVAL SYSTEM C-2 IN STORAGE ROOM CEILING SPACE. ABOVE CEILING. AREA TO REMAIN CLEAR. -4 11 � 15 10x 10 UP. FIRST FLOOR PLAN -- HVAC M2.1 SCALE- 1/e" = l'-0" - ---— -- - -- --------- -- +—- — Rosi,ions [ate Drawing Title 19 hlav 2003 R�9 PRI Project FIRST FLOOR PLAN S R G PARTNERSHIP INC New Tigard Library � �'Na ` � BUP2Hall 0 0211 xvAc a(]�,'l �� BUP2003.00211 806 S.N. 3rd Aren^e v '1 V}1'j"� �� r nrsullant P,01-m Vn 10101 125 DOI P"rtl91 Oreton 1 yC- e7zoa-zaze Construction Documents '69� ARCHITECTURE PLANNING INTERIORS 5n3.2xe.zoat Z oxacnx ` DruwingNu P,IF. Cansulling Engineers Inc. FAX 503-228 200 [rawn'nc 621 SW M1orr15on Street,Suite 200 Portland,Oregc.n 97205 �y 'ch 19 �°g c,• MLS M261 TigarU,Oregon "'� R Co�' r,l'l C.neLhNFG T:503.222.1917 F:503.294.0272 www.srgpartnership.com ExPIRES 12-31-03 -] ..eu.:..b.:.,•w.wd... ,.<•aa4..i-:;a,.4.,..-., ,._ .... ',C7p":"W!� �IMAQNOTICE IF THE PRINT OR TYPE ON ANY II! 115 III III III III I i III .III III I��,I III I? III III Ilf IIT III I I III III III III Ill I{I III I t IIljI�III�III�I �E- ITIS IS NOT AS CLEAR AS THIS NOTICE. ( 1 31 `�1_ � 6 � I I gL I I " I I � L--=_ - --, JO,4L E ��_�__ — DUE TO THE QUALITY OF THE No 36 ��M � ORIGINAL DOCUMENT Rill —e�L 8G L!i 9Z L 6 E Z i6 f1Z 8t Ilt LTA t 4t ►t St Zit �iT �i �8 L 9 9 8— 5 h,u lllilllllilll�llll llll�llll IIII�IIiI II IIIIIIII�l�llll 131,11-1-1 IIII!IlIlllllllllillll ILII ILII IIII�illl�llll�lllllllll�llll III 1111111 ILII Illllllli III�III I?II�IIIIIIIII�I?III?I?l�?IIIIIIII�IIIIII?Il�?llt�u �L1u�u??�?L Illll C.9 1 1.6) C2) 2.7 �3 4 � 5 l6 1 �7 8 T J J � 48x4 TYP. 8) � J�_ _ i I � a � ~ - I I I 4" DOUBLE WALL ! I �' I i I FLUE UP THROUGH ROOF yI FLOOR GRILLE i MOUNTED IN TOE HCAVII`* 1; I KICK OF CABINET RooMN" i , 4��4 160 F-1 I 48x4 SEE 6 4x4 4x4 225 2C0 240 1 I 160 F-1 160 -1 160 -1 C-1 r - I - - T1P. g DETAIL M6.� I 12 , I I TYP. TUTU 1 2U22U2 I 1 C_t i CA J---' - -- __ - -- - - - - - - -- --- - --® -- - - - - -_-_ - _- - _ _ __ - - _ -_ T�-- - - - --- - - t� --__ - It --- r 1 O.0- -- -- / `1 4x 4x! '.`� I -L--- 1-1 1 1 A 2U-1-204 , I - `" \ 1 ! I'-1-'C'2 (TYP. 3) 1 2 C x4 5 ,-1 9, -1 - - M4.2 I I 10"0 1 I g"¢ _ T /- 14x 12 220 I 1 r-- -{ I l Ox 2 /' i ,q.$ � I 200 F-1 I vc�-F;�r,cN TYP. 4 r� , t f- ,_ 15x13 UP Jq.y 1""__ 1 I �R>:4 I h 14x 1 I _ 4x4 I I TO EF-1 _ 24 0 ON ;_ 16x4 DN I- 8x8 DN 115 L-1 8x8 DN 42x30 DN 16x16 DN _ r ' I I 1 12 I = 24 0 ON- �� =1 B 4a -- --- - _ _.- -z - 3 ----- - - --- - - - t7 -- _(TYP_-12) --- _ � - -- -- - --- --- _ - Tax 1 F-7P � �,, --� �•- TYP. _-• _.. _ -_._------- 295 - 2_ o I TU-2-12 8x8 DN TU-2-127 _- � 14x12 2 0 1 TYP. 8 1 6'x4 UP ! II!'_ x30 DN I 1&�, c t2xR— (j(1 C-6 C- ( ) __ _ I _ t I I I _I I TO - I II r t 14 - 0 JTZ 8x12 I - 14"0 3. 4x4 S - 21 20 1 ` o I 2 2�' 4x4 � � -- - -�-- - - t -- � 5 - 48x4 ! f 100 L-1 i 120 L-1 - m �" 0 p -I . -•. f_ Q - __ -_- �jII ,h 9 37x12e ._ n 1 -1 [._-�� - T__: �t_1=cTR°NiG Iv --- - i - `'`� 6x$ • TYP. 5 �_ �- r VERTICAL f_771 - L ► I I8x8 _ 52x160 i 24x4 -- ! 8 �� f�_' fi' + ` C-2 ILl d L14x10 1 - II ! _ - Ncri-FICTIo 114x12 ' E'-r--- ,- SD 1 12"0 C> I >:''tr- s ( � `� � 20x?6 2 I I I 68x2 I UP 11 ,.,� 6x6 ) • . _ I v- - 20 0 " r I l _ .. X r--•— 350 -- ( I - - I I III ST_3 14x 1 117�*`" .t -- --- 70 16x14 - ~24x4 24x4 ___ 8 0 6"0 4 C 4 ' 100 L-1 120 L-1 ----(�'m� I--- --- -. - 4_.(�']- . -- -� �� I I -'� �;I 24x4 �-�I I.J( L:J U_ (IN VERTICAL " I 80 225 F1 _6 0 C^2 I 0 1 FOR CONTINUATION SEE j I -s-- --� TYP. 8 I I 17 _ - 14 ° 0 1 /z• I - `n - 12"0 3 ` � DRAWING M2.2� I 24x4 T 'et 42x30 6 "� ' _ I TU 1- O1 t'� " _ I 2 10 1 0 Z . I ! _ I� i - -;� - ---- - 18x1 e._.. 185 �. P TE 20x4 DN TU-2 -125 It/s HWS/R UP -i 1.3 i 6 80x66 UP r(TY --- 1 1' (TYP. 8) � /-8x8 ON — ( 120 i � _ j -- — -_ / (TYP. 3 24x4 " °R - I _ 1 — ) 115 L 1 21S 115 L-1 1 HWS/R UP __ I TO AH 1 i^ cLE�7RC:Nlc: I S -2 i 1304 24x4 24x4 I �- TYP. 4 x4 10x10 - 3 1= -r`� I 24x4 m riF TU-1-129 T '1 ��= t ' F-. 100 L-1 f 120 L-1 I I I 2 5 L-1 T3 T4 10x10 " 66x18 ' 1 1 1 -- -- - -- j 00 L-1 `j I ' s:. �I - (IN VERTICAL B"0 10 0 ``1 "'o- _�� ' ST-6 1 ti �,= I I[—�}'-- r - }--- 1 r' I / vc TYP. 4 38x24 PLENUM I DUCT) j (TYP. 6) (IYP. 22) 3 , o .. -.ft I _ --- --- j F TU- -131 © -- I ti, 80x54 UP 'c 12x8 - 22x22 UP --� -- �'- 24x 10 t, 4x4 4I- __ I --�-- TO AHU- ei +r -2.'.x22 UP !- `1 _ BLANK DIFFUSER f l ll, t 0 L-1 - - --- 66x18 2 - ONLY �.-� �2 _ TO RV-1 aF- e�� ElVI � 1 _ 12x8 �1 1 i 24x4 4x4 I I C4-1.' 1100 L--Zi 1�- -- i+ --- �, FOR CONTINUATION - - - _ 300 L-1 150 L-1 — "'� - 0 - SEE DRAWING M2.3 _ TYP. 2 u 32x 10 DN ST-5 1 ;11 i (-I J I -` -I�-1 TU-2-130 + � ' + 8x8 qN -- I ST-4 Q I ftUE., J 24x4 24x4 + (TYPE-I� 20x4 DN --- �r I HWS 1 ,r _6 111 i 100 L-1 120 L-i I j I I j M (TYP• 4) IN VERTICAL DUC 16x10 - .'� 1 _ - (TYP. 19) -- 1 �- T t + I - - - - - - - 1 ( ' I ( i'I 400x H 1 (p� 1 /z" HWS/R i I L — r-----: j = �, � T YcuN� i 0 2 7 00 H-2 ( I -1 UP & ON i �uLT 90x 10 I �0 1`11 BTU-2-134 120 L 1 I 1 T - -1 i t�T��. 12x& �: I ' 46x10 I ° 11 r1 J r ru 2 2: �,__ _ _ 300 H-1- (i 10x 10 _-_ - - TYP 2 - 1 d Y -M— - � -T3 — - - ��1ArVLT I © $ 0-� 175 I L '✓ - - - -- _ - - A 42x 12 C 1 TU-2-13 HISTORY I 90x10 20x10 I 3 I » t--a-� I FFIIf BTU-1-206c� :. D 2TU-2-130 ; _ I a] 14 ® i 16x10 � E - � ! 12x8 22x8 10x12 r . - I x4.- - 48x4 - - --_. - - -48x4 14x12 i0n�- -r_� 8x4 --- --, I — --4 ,�4 - — __ '- - 11 - 11 240 -1 160 -1 16 -1 160 F-1 160 -1 30U 42x12 200 TU-1-216 __• '� / 11 f 1 Y l�/ TYP. 2 I TYP. 3 I TYP. 4 i i (TYP. 3) TMP-13 (500 H-2 li C- 1 1000 ,•'�.Cj� Ar`,. 1 111 T�;=%�� - .`.- j ! • TU-1-20 I , _,. . �-• -� 1 111 1 11 1� ..•--"'" I G i ,p, 1 �.5� �� C2 ; r3 l ` t J X ) (4 , 5J 6 � ( 7 $ GENERAL NOTES: NOTES: 1. ALL BRANCH PIPING TO TERMINAL UNITS TO BE 3/4" UNLESS OTHERWISE NOTED. 01NOTCH PLENUM FOR STUDS IN WALL. FACE. COORDINATE WITH FRAMING, ® �2 ® C74 11 C�4 16 80x34 0 360 3ATTACH SENSOR TO TOP END OF BOOK STACK. ROUTE WIRE HIDDEN f, CONNET 8"0 FLEX FROM 1Ox10 DUCT FROM FIRS T FLOOR THROUGH STACK. CONCEAL ALL WIRE. ,0 F-1 GRILLE ('HOOT) LOCATED IN UNDERSIDE OF JLNLH. 2. AREA ABOVE CEILING BETWEEN GRIDS 6 THROUGH 8 AND A THROUGH E IS VERY 0 MAIN SUPPLY AND RETURN DUCTS ROUTING BETWEEN ROOF JOISTS. 5 50 9 410 13 150 1 30x12 21 10x10 GRILLE IS LOCATED IN SEAT OF BENCH . LIMITED. ALL TRADES TO COORDINATE PRIOR TO CONSTRUCTION, SPRINKLER PIPE C-1 C -3 C-4 0 400 H-Z 24 PRCjV1DE PLENUM ON FLOOR BEHIND LOW WALL DIFFUSER. ROUTED THROUGH STRUCTUR,L OPENINGS. ( BRANCH SUPPLY DUCTS ROUTING THROUGH JOIST WEBS. U 2�10 10 100 14 6x6 18 12x10 TU-1-204 I Q 60x16 6 I -`J C� Q 400 H-2 Q 830 Qj5 SLP°ORT FOR DUCTWORK TO BE DESIGNED FOR SUPERIMPOSED LOADS 250 100 TU-1-201 FROM SUSPENDED CEILINGS AND ELECTRICAL WORK AT THLSE AREAS. C-2 1� C-4 15 18212 19 970 SECOND FLOOR PLAN - HVAC M .2 SCALE: 1/8" = V-0" Rol,m ins Date Drawing Title SRG PARTNERSHIP INC �� 19h1ay20o3 PRC ' � �piec1 vo SECOND FLOOR PLAN New Tigard Library ' N V�l�� d4..p�� 2?1G Hall Blvd.13500 n�AC 808 S.R. 3rd Avnue �. ARCHITECTURE PLANNING INTERIORS Portlnnd, or242n 18 � 102oP200125Ztt Corsultnnt I ruiect Vo 1L"? 97204-2428 'E41 603.226.2921 Construction Documents ORE p hra Bing Vn EAE' Consulting Engineers Inc. PAX 603.228.2930 Z '�• Drawn by 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 14 FcRK 110 Tigard,Oregon �4S p C��-`� �.o' C'hec NPG M 2 .2 T:503.!22.1917 F:503.294.0272 www.srgpartnership.corrl9L S I DPIRES 12-31 0.S I r l I I I i l l l l l l VIII I lil ( I I I I I I I I I I I I III I I I l l i l l l l l l l l l l l l l l l l i l l l l I'll! I I 1111 I"II I I I I I 'II I I I I I I I I I I I I I NOTICE: IF THE PRINT OR TYPE ON ANY � I I I I I III I I I i I I I I I I I ,hI I I I I I I I I I I III I I III III I j I I I (', I I I'I I III III I C, IMAGE IS NOT AS CLEAR AS THIS NOTICE, —� I -- I - I _.�L —.�1 `'L- I _ G1 I 4�_ I $�_.. I � � �Q� � 1]1 J. +tet --- No.36 -o' ITIS DUE TO THE t.lUAl_ITY OF THE _ ,q,,�,, ;;, ,,,,• ,, ORIGINAL DOCUMENT +I ! II F'11111 I I + Il lllll lillll IIIIIIIII IIIIIIIIIIIIUIII!! IIIIIIIII IIIIIIIII Ill!Iiilil�llllllll IIIIIIIIIIIIII iIIIIIIIIIIIII Jill I11�11'11IIli IIIllll 1!Illllll II!!Illll IIIlIII11 IIIIIIIII I111lIIIl IIIIIIIII IIlIII111�IlIlIl111 L'tlllll llllllr! 4 ; I� E W IIII� II y M 1 —1 X0.9 `1 1.6� 2 27 3 4 5 ° J C 8 I I I ! I I I 1 ! I ( j 4 FLUE FROM � ' I FIREPLACE BLOW i 4 X,5 SEE DETAIL ® 1 2 ! S I - \ �� " AHU-2 " 4 RD-1 I— oa;o 4 PD-1 0.8159SO FT CFS (INCLX. UDING{ CURB) (0. 51 2179 SO FT CFS N2 M4.2 � �A. ,) i i I 4308 SQ 'FT AHU-1C t l 1 I (0.303 CFS) (MAX. 1F,EGH�9'-6", 15Q LBS INCLJOING CURB) --r --A-- � - ---- -- -- ----- -- - - _- - -------- - - --- - its- ._ - - - - — - - - - --_ � -- `. _ --- - %�� 1 "VT _-711 I rvrR I � ► I { i � 1 I I I I I I i I I I •x' 1 II I I I i i I I I I I I I iI � I 1 I I I I DN is1 E-J- 11/2'HWS/R 1 I I I I i I HEAT TRACE PIPING 1 ( I Ii• I II f � ' l i T I I I I. ► I � , I 1 i l i I I i i li 1 1 1 'j 1 r ` { - - — - -- '- --- -r] - -- - — - - -- 7— OSA --- Cry' OSA ..C.� 1� 4 DOWNS OUT I (0.236 CFS) \ I �� j I � ! i,%�% iq_SAJO 3422 SQ FT \ _ 66x 18 -- ---- -- --- -- -- -- - — AHU-3 (ABOVE) ..-.,.�`r 1 .--� i -_---=—� �_----� _�- :�_,---:�.. .-._. _____. �- _�.—� ____ j I I i � ••� 5CG LBS FRELIEF (MAX. HEIGHT 8'-6", — _ _ _ I v ��/ AIR : aI 1 ` INCLUDING CURB) r` r - = 'p f—i V-1 I --_ - 1 — J RV-2 BELOW ,1 +, 2"VTR (BELOW) ` ` ✓' _ 11/2"HWS/R DN ' 6"0 FLUE `` HEAT TRACE PIPINGJTVTR EXHAUST l �-, —._ / } �� I '' '. y , � / 'moi, `,� �,• �� I ,' �� i I R 6"RD-1 I 6"RD-1 I 4"RD�1— RD-1 4669 I ii - 'f I 4669 SQ rT 5288 SQ FT 2504 SQ FT 2179 SQ Fr ;, 52>1D 5Q FT (0.324 CFS) (0.361 CFS) (0.3fi7 CFS) (0.174 CFS) (0.151 CFS) I It i %All 2 3 1 `� 5 6 8 1 t I 1 ROOF PLAN — MECHANICAL M2.3 SCALE: 1/e" = 1'--0" I kevkioRS DBte Drawing Tide 19 May 2003 S R G PARTNERSHIP INC ` e ��\� pRi Project No ROOF PLAN V�4o 1 Ng�� 2216 1ViECKkMCAL 008 5.11. 3rd Avenue New Tigard Libi1rary. . , Hall Portland. Oregon Caarulteat Project No 13UP2003-0020101 ARCHITECTURE PLANNING INTERIORS 5032252928 Construction Documents �� RIICON 103 o1 125 e i 1'11• r,ur silting Engineers Inc. FAX 503.2".[1.2930 Z i Drawn by 621 SWI Morrison Street,Suite 200 Portland,Oregon 97205 �'y�och Ig �°3c� RRK 6LM M203 T:503..222.1?17 F:503.294.0272 www.srgpartnerstiip.com Tigard,Oregon 4S R Cp�, �,pChecked by EXPIRES 12-31-03- 7 __ , 1 r I I l i I III l III I r{i T i i I l I I I I ffTJIPJr74 �� .i 1ilir1-�rr� ilLNOTICE: IF THE PRINT OR TYPE ON ANY � 1 i � I � I � � fT � � � Ti �IMAGE IS NOTAS CLEAR AS THIS NOTICE, 1 "1 I � �� I 41 I I l�L-I l �I '�— _ 1.. l_ _I 11 I _I_ IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT a 1lR 8 L6 9 L I's f G TG 6 I BT Gt i 9�T �6T gT LT LT T 8 9 G 9 9 I f E G 711�1�;111 �i� �� [��► � �� II��I�►�J IIIIII-�IIIII�III11111 � IIII�II�� 11111 0 9 1 1 6 2 2.7 3 C6 07 ' C t GENERAL NOTES: NOTES: I 1THOROUGHLY COORDINATE ALL EXPOSED c� SPRINKLER PIPING AND I 1 I 0 REFERENCE ARCHITECTURAL FOR MCUNTING HEIGHTS OF LAVATORIES ® PRCVIDE 3" FLUSH CLEANCUT TEE WITH TCP OF PIPE 10" ABOVE 15 CONNECT 1" MPG TO SERVICE PROVIDED BY NW NATURA'. I c PRCVIDE SHUTOFF VAL`/f, I�E>>ULATOR, UNIGN AND FINAL I HEAD LAYOUT AT EXPOSED ARCHITECTURAL CEILING WITH ARCHITECT I I IN ROOM 149. FINISHED GRADE. PRIOR TO HOP DRAWING SUBMITTAL. MINIMIZE EXPOSED SPRINKLER ! ! ' I CONNECTION TO GAS GENI RATOR. S � 24-INCH 'NIDE BY 15-INCH HIGH FUTURE BOOK RETRIEVAL SYSTEM - ----I -- -- - -I - - - ..••�'��rsss 1 LAVATORY. PROVIDE OF/"CW SUPPLYESTOPAFORIEWHS4POSSIBLE UNCER REFERENCE CIVIL DRAWINGS.I PIPING. COORDINATE WITH STRUCTURAL FOR ANY PROPOSED �'-"\ I ate', � O ABGVE CEILING. ARE4 TO REMAIN CLEAR. STRUCTURAL PENETRATIONS. ROUTE PIPING ADJACENT TO ( Ate 1 -- STRUCTURAL MEMBERS. -�� I •,�•*!< A� IC I 10 N16T USED. , 2. NO SPRINKLER PIPING SHALL BE IN FRONT OF ANY WINDOWS. ! ,,,..•n!=:�f��1=�` ` . 03 MOUNT UNIT INSIDE OF CABINET UNDER SINK. PROVIDE SEPARATE D ROUTE COLD WATER PIPING FULL SIZE IN PLUMBING CHASE OR ••` _%-� 1 I SUPPLY STOP. STUD WALL. PROVIDE COLD AND HOT WATER ISOLATICN VALVES 3. CEILING CLEARANCE IS VERY LIMITED. COORDINATEWITH ALL TRADES ' , I� - - ' `,° I 1 ACCESSIBLE BEHIND WALL OR CE!L!NG ACCESS PANEL CONNECT PRIOR TO INSTALLATION. MANY DUCT OFFSETS REQUIRED. SPRINKLER A ' ( ® MAINTAIN MIN. 3'-6" DISTANCE FROM CAST IRON STACK TO FIXTUPES PER PLUMBING EQUIPMENT SCHEDULE. HOT WATER 1 PIPE TO BE ROUTED IN BEAM OPENINGS. I �,` TO BOOK DETECTOR. PIPING IS SIMILAR IF APPUCABLE. ` 4. PAINT ALL PLUMEING WORK WITHIN AREAS DESIGNATED AS PAINTED I I '/z"MPG UP ! 11'ti' I I 05 PRCVIDE METER IN ACCESSIBLE CEILING SPACE. LOCATE 3 NOT USED. STRUCTURE ON DRAWING A6.1. REMOTE METER READER ON NCRTH WALL OF HALL. ' - I i cHILnI�N's \' �) SD & OD RISER EXTENDING UP THRCUk,H SLAB TO ROOF DPAINS SHALL CENTER WASTE PIPE BETWEEN FOOTINGS. REFERENCE STRUCTURAL BE PLUMB WITH NO OFFSETS. REFERENCE ARCHITECTURAL FOR EXACT PLANS FOR FOOTING LOCATIONS. LOCATION. ((� I •; I V-1 I I I i I \X2' COD UP cD_N 1 O 0 CENTER PSN-1 ON MULLION ABOVE. REFERENCE ARCHITECTURAL 14 UNDERGROUND GALVANIZED SPRINKLER PIPE. 9 I FOR LOCATION. I I 15SD JP '�• ! 14368 SQ FT =oo— -�•�1� f (0.303\ CFS)— 31! tf.a{itL•tt►tttt■tilt{ltllaatatta•Na"•"a/f'�^{l{• Nalt►tlatU atl{tta• {tltaRtaa{alai/attest talttta•t"l°°"itttt tJ tauatttt t"t"t a••a"t"lttaat It al{ataat{attlaN lalataltutau"••"{""•.".tLtrrt.rat"a""••r{".•"••r"••"{f".t tWee ff ff{f{{{ alaaa{au{aaaataaaa •{too.ffate ate{"{ft.{.{wet ago{Iff1{f•1{a aauuuua , 1 - - - _ 4"SD FROM. AREA DRAINS.___ �- -' BASED ON 2000 SQ FT I�; — - �— - - �3-- - --=�-r - --- _ _ �. ��_ _ _ _ _ -- =L~ ---s__. �--- `_ -- ��-- ( .752 CFS) { 1 it 81 SD I GFFfGE 1 (0.139 CFS) �... I o I l I a" ® 10,93 SO FT - /,q.81 I.�. 145.5' t/e_FT t { Il I /s FT rot —�Q _ j i �/e FTG 7•'r' •"' SD w �■ :� Is Iw as as, w wSD�w �� w w {� w w w w w w w w met w w w w w w w w t>,ySD� �• w s,{ai.�'fai�.-ate w. �� • w �� aw. a�� w a� {� 7— DRAWINGS - II a-� II I W SEECIVIL DRAWINGS I CTG ? 4" �, IPG GHILCN'S 1 3 ® P.00t:3/ MPG I U ROOM �� I M "FflR-CONTINUATION AV IeooM � , � SEE CIVIL DRAWINGS u I L6" ® � I I Ji FOR CONTINUATION .. ........•suuuuuuuuuuna..aununuanaunaluaaN aau ,-."•"•� •.,...alio. .....�..�..!....� - ------ , -- - -- ' ; Itla{ala ■atat•■t t•at t.aataa{►{fa°a Ya{alt.attaa"ata.{{{at l{.{faii\• t • - �, I - -�, Mengel GAS PIPING UP " WH-1 TO & INCLUDING S GHI LCREN 5 3 1 1=Rc6RAM i I I I �� - rOIL� / I 3"W DN _i/2 /4 GAS METER BY N.W. e , :H►Lnt¢€;v's i �!, o - NATURAL GAS. r I f I I I�� al l ` ' � '/2*HW U(�- SEE CIVIL FOR GI, ` AV, { NErY GGNTQc�_ " '�,, i l ® t Soots/ I - - - CONTINUATION ( " —, v i • ry uP I I _ - / AV II _ i' H-3 EWH-4 ® � -- M�.1 » 3"W UP ., I 3 2 r `'J 3 TO MS-1 1/2 CW IJ I M uFc ! hi - - c 1 MPG TO (252 CFH) 15 GAS METER. GENERATOR 2"F '•' 1 1 'sI I _ !1 _ (2,200 CFH ® 2PS 1 . I _-- _ (TYP. 2)01 I ! ® g OUTLET II = MPG ) GAS PIPING -6RX-I I NEN j '- ','r 3"SD UP®(ALTERNATE #1) st I r,; WC-3- oV - - LE ' `� " "• 126 SQ FT E� FT FINISHED FLOOR - - - -- - ----i C r:OrIMUNITY ELEVATION 147.00' ` (0.008 CFS) C 1 4�-- -c \ IN ROOM " -__-- -- E_s WC_4 HALLMa '\, 1 ISEE_ 4 GGRRIDOR 1 2"J ,gyp 1 ' 7 SP-2 I} - I C1'�47 ! ! 4 � I --- �'7 � I '�` FOR CONTINUATION M6.3VIL S M6.3 _ ! J M6.3 L FINISHED FLOOR �1 1 :( Irou T ff I I - ` ELEVATION 147.00' ---; - --�---- -- I I I, t It STAR --_- »' -_ - -✓ �i \ •. 1 - "� I !mak A'ZA 11 1/4° I r I i I I I I 2�/Zw I E /' I j 9TGR.aGc I V;:STIEULB, •, - " _ r� �' r�U I—,3a-1 - I I.E. =1455 I ! I ! , • "� r I I I _F - _ - SPRY �_ ! LCe5r I C. �tORAGE _ ` c, -' - , —� _ - _---_--� - .. r MA'H. I III l I E-146.25 4cUL AT'CN ;- 1 - �3� �1 �._ I 14 i i' - - r— I'MACH i '! - � I I >> I r-- I.E. -146.0 -� - - I I"r _._ I [- 1 ; �-� s �-, , I i -' 1, �'1 I Qti- - -- " » ' i ,31 AIR I 1 6"SD UP - - - L-2 �� B s I 5 I I - - �""� �,, ✓ g " QK 1 _ /s METER I -'��- I 4 6 SD DN 9957 SID FT I ao;L-R ' I�t�G • .rY \• f K 2 \ I I FCO :_ n GIRGLLAT;CN - I I ��-' ; ,� ;�� 0 \ -_ —_ (0.367 CFS) I I L_, ; cEsl� 'ONATIcr� � � K02°� � 4"FS-1 I..�_ - I.E.=145.9' � I ' ! l �.� 4w •' t r D '�—' I } r — 3 -- is— • - ^ —_ I 4.1 I I _ :. _ - � _ _ I 3VUP1 � a I � I I I � FCO � _ I ` w ��' ii.�7.w— �. �. �� •� •� �w w tt� w w s.��• �� w s� a� �. -� •. f xy 1, I1 r i FT — i-'-', r 1•, : l v 5T,.5;L a—, .wa_ uaa w, \ f I —. �--•{ --4! W m - - -- -- I ' a _ r 3 — - - T--� ---'------- ._-'-- ---7•—;— —;t '__ "_"_ -_ `-,_._T".. _ - - - a{a { .. �. --� I .. .. - _ .. - - - .... ._._ _._T".-...._._..-_._ ___ .. _. i is a au a°sa tt taau {a{s i iiigili it ifi{ia fa{a"i{ ail• ■hiila{aTiui •u laua'ii�i.liii{..{initfi..fi ali.auu(i7giiii iYT�iiai{a i.tu.a{li i�ln aaaauaul.a. .".•...... . .a.itaaxi lil is cilli ia.. i a i l � .�_. - 4- I IYi�il fifi�ifaiii•aHato••u•uutt.ui"i.auninl{1.Uauaaana.a..n.ua..u{aat.fa{fi{uua.7nNi�i a.iaai.iituliiful.a il{i1 is L i a � ilii i i l ................."....................."i..a........f a i.a...a.a... 111 I,iT-, " CTS VI i N I I l.- — --- --- I-- — — — CTG L —:— _ J L.. — ! 4 SD UP Ir CTG FIRE SERVICE N (2504 SQ FT) 4 179 S FT 4' ��- FIRE DEPT. TFST DRAIN (ROUTE I 6"W ( ) TO i'ARK:NG LOT CURB). �� _ - I �': �••,i.�`' �.- " FIRE PROTECTION (265 F.U.) i 1 21/2"CW SERVICE \ i`�.� ; y- ••••,,..!�'' rte- ; �` 8 SD UP SPRINKLER ZONE i _. .�, r ;i ,.• I� ` 15,157 SQ FT I.E. 140.8 I (•••. - .-_ ` � GSD UP (10G GPM} DRY HORIZONTAL �� .:,,...•t'a (1.051 CFS) 4683 SQ FT SIDE WALL SPRINKLER HEADS, I �1 1 \ -�- SEE CIVIL DRAWINGS S SEE CIVIL DRAWINGS I.E. =144.6' (0.325 CFS) \>, \ 1 I FOR CONTINUATION ®3 SD UP / ti, I.E. 146.0' FOR CONTINUATION 116 SQ FT) SEE CIVIL DRAWINGS (o.00e cls) FOR CONTINUATION ! (5 I' FIRST FLOOR PLAN -- PLUMBING M3.1 SCALE: 1/8" = V-0" -- - -- — — ---- --------- -- .__ _.— -- - -- Revisions Date Drawing Title 19 May 2003 FIR Project FIRST FLOOR PLAN S R G PARTNERSHIP INC v� ` , Pr1,leCt Hall Blvd.13500 p�trn�m� New Tigard Library ' 2216 rb fpm009 S.W. 3rd Avenge I " J Consultant PmjectN. BUP2003.00211 Portland. Oregon 164 104 0l 125 97204-2428 Drawing No ARCHITECTURE PLANNING INTERIORS 503.226.2021 Construction Documents Z OREGON `, Drawnby f'.1E Consulting Engine rs Inc. FAX 503.226.2600 y ch 19 � �,. 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 iourtl Oregon ©�q J R OQk�\� 0 Checked by14 M T o 8 �' NFC, 1 ♦ 1 • 1 SI T: 503.222.1917 F:r0.294.0272 www srgpartnership.com rORES --31-03 .-:]'; ,i'Y, .,.: '::,'nY.......rr�74'".._u.:........ ..,.. .. .i... . .,.. _. _ ... .. �'iMa►grWMMW" NOTICE IF THE PRINT OR TYPE ON ANY r�r I l r l l l III III 1 1 1 (I I I I I I I I I I I III IIII III i!I III III III III I III III Ill III III III I I I I I I I I III III lit III III(I I I I I I I I III III III III F(I 1�T 1 1 I)I III I I I I I I I; IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 1 I 1 I I- 1 I �l - I I I s I , 1 I -- ISI I -!I 1 101.- ! �_� Jl IT IS DUE TO THE QUALITY O''THE _ N°.ae -+ / ORIGINAL DOCUMENT791111111111111111111111 IIIIIIIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIIIIIIII Illi IIII IIIIIIIII IIIIIIIII IIII�l1Ll lull Illlllll ll! Lllltlll IIIIIKII I 1 1 I 1 i NOW- 0.9 i (2.7) 3 ( 4 ( 5 6 1 `r- ( 8 , I { I GENERAL NOTES: i NOTE: T/ 1. THORCUGHLY COORDINATE ALL EXPOSED SPRINKLER PIFINC AND I (1 CONNECT t/i• GAS PIPING TO FIRE PLACE UNIT ! HEAD LAYOUT AT EXPOSED ARCHITECTURAL CEILING WITH F,RCHITECT PER MFR. RECOMMENDATIONS. PRIOR TO SHOP DRAWING SUBMITTAL. MINIMIZE CXPOSED SPRINKLER - PIPING. COORDINATE WITH STRUCTURAL FOR ANY PROPOSED STRUCTURAL PENETRATIONS. ROUTE PIFING ADJACENT TO Q PROVIDE FULL SIZE 2•CW HEADER. UPFEED FROM FLOOR BELOW. ! I I ..- - STRUCTURAL MEMEEnS. i SIZE END AND BRANCH FIXTURES PER FIXTUR SCHEDULE. .00 � , 2. NO SPRINKLER PIPING SHALL BE IN FRONT OF ANY WINDOWS, PROVIDE ISOLATION VALVES BEHIND ACCESS PANEL. I A HOLD F'FE TIGHT TO BOTTOM OF BEAM. I { 3. HOT & COLD WATER SUPPLY FOR FIXTURES ON THIS FLOOR SERVED FRCM FLOOR BELOW. 1 , 4. PROVIDE XP ROUTE SD WITHIN BEAM SPACE. 1/2 MPG ON I I EXPANSION JOINTS AT ALL SD & OD CONNE.,TIONS TO ROOF & OVERFLOW DRAINS. 1 I I _ 1 i" ( 5. PAINT ALL PLU'ME!% WCRK WITHIN AREAS DESIGNATED AS PAINTED STRUCTURE ON DRAWINC, A8.2. I I 1 I 4 SD LIP I - I I � 4 SD UP �I N1 ' ! I �� ! �`� j 2285 SG F7 2179 SQ FT r - .. ,.....,, .. {.�.,,. .. .{ {.{a ...�.�.{. .• t.{a {a . . (0.159 CFS:) (0.151 CFS) ' tl2l_ !t.. ! ____.ii -.ii_ISS.L!{1 �.._. !_!-. _ l...S_!!imom- n•{ {atau�nan��u{��{�• zv.,t�z_. off w_ au{su{uaauaaucu{aas�uaaa�u} ��aiaaaaaaaaaua■u auuaiuuau A 1'_�^` - -- L - _ r.-_ '._ ' — - - i- ��" .� - - - �� _ !lit►Rlul±llaAkl4�lF!lNlalaaaaaauaaaa - / _ _ I � i _____J _ + ---�.�_..� --'I•=°="� --�-� fi"GD 'jam A.8) I ! 4368 SQ FT �aRsr= i NON-!~Ic;TION I I 4" L- 4 �'I f • t E PRINT I ® i l GG�tPa¢E<1G 6-SD DN c I ASA 4464 SO FT S 5 OFFICE ;; � t -(0.310 CFS) ";-- 77 V I �� 1 ! �'` ✓ (TYP �3�a1 D \ I ELECTRONIC INFO v, I i 1 � I 1 �' �� W C� WC 2, r ' it j( i ry UP , 1 • wC-1 r iL w� _ I ! '� NON-FICTION 2 W D N�;&j I �I 1/1• {I- f I _ �--�'" ' JAN l , $,O_—J a c I I ALS 2^� I WC-1 �� C�1 vt : 11/2 yyr 2- Mme] + ti I! • 1,2• - r, —r~ WAC-1 -c�Gc' e 11/20V DN I i 2 + IS:J .=J I I,I vRltCT2 -sl�, �. (TYP. -3 � I rr. '•i�', FICTION INFO 5-1 CRALiE y'".•. , .. = ..,� ! I R t-'��GG SCC ..y DESK 3e DOWNSPOUT I 126 SO FT (ALTERNAi ;1) FT i I ®11 lo - ,! N TRAlNIN6 ++ � `�.EFEficCtiGE I C 3•�l I AOULT 2"V I• . 4 I l ROOM i >`ICQIC VOOM I . 1/a"/FT STAIR -� —.. 3.V �`�1 . -'�`i�--�'' t ---- - -- Sp - SO �'GUNd _ ''� __ _ 1 ., :,, r I 4"S� DN ! • I t Lam' 6 SD ON CSI �4 SD DN ,; • 15T;,RY 9957 SQ FT �RCu>' 2504_SO F 12179 SQ FT I I 6V__ (0.367 CFS) ! s�mY (0.q*j: S (0.151 CFS) i 1 iJ. f t r- 5200 SO FT '1 �' i GROUP 5 I 5 I 4^ _ --r r _ ), µauu■asusuuauaataaaa uaauuurauuuaanausuaauasassas a►sn siaasaaaaauuausauaa naa■su■■u■s•ussa•saasn■aw•aaarsauuas ---�'�---`-'"---" - -- __ _ — - - '- � '-'-" •i "' '"' —' C �' N. ■auaaau• fausfuuui f■ ■sussuaaa■suusaausaaaaaa■tasausu suaa;iasuauaasiiiaauutu►ni■ii i:■ni•■-iaiiisas as. aa.nit** :' ./'� �'- • �,1 4• �IrSD _ -- 1 I • ■t11•IHf•[fK�:H��■ff■fN.H■■a/e{{a{►{al ata{ N{a7alaff•i•at\►••fa{�ft:a•�•■fa■If!•f tate/la■{■►x1111►� E_ s 16•SD UP SO FT M-UP-- 4669 i 5288 SO FT � 5 � ,,, I (0.324 CFS) 2.04 �0 FT �• ,� _- :, -� 179 SQ FTS I (0.367 CFS) - FIRE PROTECTION r SPRINKLER ZONE 2 (0.174 CFS) (0.151 CFS) �` ` ••.....•• .` ` ,� I ` i � I I 3"DOWNSPOUT 116 SQ FT 0,16) 4 J ;' SECOND FLOOR PLAN -- PLUMBING M3.7. SCALE, )/e" = V-0" Rc isiuns Data DrawingTitle 19,Iay 2003 SECOND FLOOR PLAN � S R G PARTNERSHIP INC ® u �� ,p��F�;,� I�o��e►No 808 S.N. 3rd Avenue Nevi Tig" d Library ��`'�'1fl3'' � � 221.6 PLUMBrN(1 ARCHITECTURE PLANNING INTERIORS ' Portland, or242n /1 ( Hal!Blvd 11500 C �q Cuusultant Project No bUF2003.0)21 t 97204-2428 Construction Documents �'� ,b2 10501 125 ® 893.228.2921 Z ORx.UN . Urawtag N0 PAE Consulting Engineers Inc. FAX eoa.2za.29a9 � Dr,1wr by 621 SW Morrison Street,Suite 200 Portland,Oregon 97105 C� reh 19 �°'' �,�� RRIC T:503.222.1917 F:503.294.0272 www.srgparirership.com Tigard,Oregon �q.S p �OL�\ � Checked by — --- NPC M392 IMA ICE: IF THE PRINT OR TYPE ON ANY I I I I I I + � I I I_ 4 1 I I L I I S I I I I I I I I I 1 III III 1 ! II! I I II! I I !II I I III I I III I I III I'I III I I I(I I I f(I ( ( lif5( f!I ( I I I I I I I I I 1 I 1 I I I 1 I I ( I I I I III I ! IL! I I I I I I I I II! I I I I f I I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I I I I I ( I I I I I I I J I I I I I I I L _ 1------� L�� IT IS DUE TO THE QUALITY OF THE N.3e ORIGINAL DOCUMENT � I 1�ItilIllluifull III,'1111111,1111Nt 11111fti Itki RI11[111111111 I�11111111111t 11111111111111111111111111111111 illllllill tIJIt1i 110111111111101 illduuF1111 lillu111 9 q s i t' ar• 1I11�N11 s 6 HWP- HW 1 ,323/,"HW DN 4 — ------� AEOVE BELOW I I i ,- 2"W ON - --- --- ---------- -- - — - 6"SD UP__ i SD- D L li j 4464 SQ FT - - -- - -- V j 4 FS-1 • p- _ 1 ----- -t � (0.310 CFS) HW DN -1^ I � ) i'; � e�N-t 1 2" --- 2 ; LANG U?�GES 2 I I w -�� N16.3 6"0 VENT f - - --- ------------ � 11/20V DN (TYP. 2) i � � - III MS-1 I 1/2" 1W UP ( . - -- yI 2"W UP DOMESTIC WATER HEADER �21 3"V UP- R LI_ I�� I Wcw UP PAD 11/4"- I AND PRV STATION M6,3i 3 r- - A ----- � I � 4"W UP ET-1 �- I 21/2" ► -- j771- -- - 7 / _ — "^ M6.� - r--- - - - I I i -WCa 4""� ( I 1 -1/2-HW UP --- ;4- I HWR/R UP , II !, WCCl I` - 3ik ICW ON 3 FS-i 2 _` I i WC- ! I i TG i 1..L T j -4"W DN I I 3 " I 4 ICK 2"W UP TO FD 'C' I /4 CW & \ I MPC L_1 �-I--I ' I 3 ^ _ 1�/2�VUPi y IT 1. -1Z FCO I ----- -> 11/21 1 /2 /i HW VERTICyAL L- - 7_" �_ I I I /2"CWS 2 3 ' ` --,T=- Y ---4 ------�- MUFCII R BYPASS HWS 11/4"MPG DN 11/z" I 1'/z"J -1 )J'+ I { - ,< _ 1 3" 3" -� RV- 5 �/z HW 2 3 I - 1 L T , � 11P�0 FD }---� - _=� -----r-- `JERTICAL I ., I " I I I --- M6.2 1.1 rt l 2^ �MUFFLER= •----------t-- ----- 2'W UP I �� C� ' I �� 4"FS-1 W _ I 4"0 VENT 4"- 4"FS_1 ! I- (TYP. 2) - - MPc I 5 1 1 t/z"HW UP i i io 11/4"MPG DN 1 B_2 � I I - - -- --' -t. h I/2'HW ON 2 Feb- 5 I 11/4 i I M6.2 I i!RE PROTECTION 3 _�- — I O _-_ j CHEMICAL BYPASS HEADER M6.3 i I I I I 2 FD 1 L---- .1 M6.2 - r_. FEEDER ___ - -- --- - - - _ D ) K VI Ej� 3 H�P� i p ---, ------ F-777'Zt/2^ 7 CW UP 1 f - —— —— 5 6.2 _ —� --- M6.2 ! `� HWP_2 I j-3l4" _ `` ____� - -- -, 11�/�, UP1IA "CW DN �2 1%2"Cw I 2"w u� ! _i- tL- --- 21/2" - - -_- _— 11/2" I - T� — - 2"CW DN 1 5 v HWR / X ,11 I 4 W UP �r-- I 1 - WCO PAD � �F-j / \ V Ir ULE I�� 1 1; 4"W' UP III 4" COMBUSTION AIR �--`'- r_ I ---- . F_ --- i ' 18x6 FSD , -% �' 1 =' -I- - - - _I �-I 4"W DN f I J J INLET PLENUM (12" Orl-P, " 1/2"HW UP ' - 1 21/2"-// 4" 1'/2"CW UP 1" 18x6 �, _- MATCH LCUVER SIZE. SEE - 300 H-1 PAD - - ARCHITECTURAL) I ' 22x6 I 1�.-_ I i 0 H- /- �/ MDP (ELECT.) NOTES: 6"SD UP L.} VFD VFD ODC U ROUTE COLD WATER PIPING FULL SIZE IN PLUMBING CHASE. 03 HW & CW SIMILAR FOR FLOOR ABOVE. _ - - I CONNECT TO FIXTURES PER PLUMBING EQUIPMENT SCHEDULE. FAD + - --- - �-_-------- --- -------- -- WH-1 ® EXTEND 3!4"HW TO MS-1 AND ROUTE 3/;RHW TO WH-1. -------------- ---- -- ------------�-App-D�- � 02 ROUTE HW & CW THROUGH STUD WALL TO EACH FIXTURE. N - 05 PROVIDE ISOLATION VALVES BEHIND ACCESS PANEL HORIZONTAL MUFFLER G 2 EAST RESTROOM PARTIAL PLAN - MECHANICAL i M4.1 SCALE: 1/4" = 1'-0" NX 2 NOTES: TRANSITION BOILER FLUE AFTER MUFFLER. I �' 0 PROVIDE SHUT OFF VAULVE IMMEDIATELY UPSTREAM OF RPBP. MOUNT RPBP ON WALL ROLTE INDIRECT DRAIN TO FLOOR SINK. _ LOBBY BOILER ROOM PARTIAL PLAN - MECHANICAL - 11 M4.1 SCALE: 1/2" = 1'-O" 1�,� `.--r_�-_"� '� 1/2"CW DN r _ WC-1 - 1 X . 3/4" - (TYP. 3) _ 1/z"HW DN, \ 11 r` I 111 1 I _T1 1"HW/FDN ---- I.E.=145.5' 1 ; 1 �IC_2 !�' �, I 2 r _ 5 1 1 W64T .E.-14' . M6.3 ..- .,..� — 111 1 D . 2 %—— —— —}-—-c-e—— " 2 CW DN; 1/ h,V DN3"V UP 01 _ ! W� 1 1 I WC-2 — t 11, -A -3 I/8^ 1, L_2-� -�� " -EN 5'SD DN 2 FD 1 �- ------- �----- ---_- .'1 — — ..� r __�_.. p. (E . I -�-- -- — - -- 6"SD UP - 5200 SQ FT (X - E)-' (0.361 CFS) r . 1111 NOTES: (� ROUTE COLD WATER PIPING FULL SIZE IN PLUMBING CHASE OR STUD WALL. CONNECT TO FIXTURES PER PLUMBING EQUIPMENT SCHED1.11 F HOT WATER PIPING IS SIMILAR IF APPLICABLE. I;NDERGRUUND GALVANIZED SPRINKLER PIPE. 1 1 1,1 PROVIDE ISOLATION VALVES BEHIND ACCESS PANEL. 1 , WEST RESTROOM PARTIAL PLAN -- MECHANICAL M4.1 SCALE: 1/4" R� isiuna Date l9 May 2003 brewing Title S R G PARTNERSHIP I R� C ® \�� PRq� Project�Yb P:I.R-PIAL PLAN�SIECHAIVICONS rAL ® New Tigard Library U40"C, Ne noa S. 3rd A.enoe 1&�ry Hall Blvd. 13500 //y��! Cunsultnnt Proi.�r No BUP2003-00211 Portlond. Oregon �^ I/ ��= 'O6 o1 125 V%'04-24!!6. Construction Documents ` LhawingVo ,4RCHITECTtJRE PLANNING INTERIORS ho:t.229.29u1 Z orta oN i, C.:�twn by I.1r. 1'�urYulline Englncc ry Inr. rAx 500.'225.2990 ra 021 SW Morison Street,Suite 200 Portland,Oregon, 7.05Lim Checked by 19 RRK Tigard, �qs P �o� �;Ir1. NPG M491 T:503.222.1917 F:503,294.0272 www.srgpartnership.com EXPIRES 12-31�-03 - NOTICE: IF THE PRINT OR TYPE ON ANY Ti C I I r I I I I I III III i(l I,�I, III III III I I III III III 111 III III 'I I I ! 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HWR/S _�__ _x`10 6xl59 18xl6 HWS/R 8.01 lox 0 LIGHT CABLE 22FUTURE BOOK DROP. 10.X10 -2-125 ZONE TRAY -1-114 24 INCH WIDE BY BEHIND TU-1-10 I 1 112 15-INCH HIGH CLEARANCE 180 2300 —IL50 60 -2-129 I 66015 I TO BE MAINTAINED. \_1440—/ I (TYP.) 1100 00 Li GENERAL NOTES: 1. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS, INSULATION NOT SHOWN FOR CLARITY. Irl BUILDING SECTION MECHANICAL SCALE: W = l'-O* X.C) (D.2 T_/ DUCT SLOPES WITH ROOF AHU- T�_ 14x12 20x16 10*0 I'xlF 66x18 5T-5 (TYP.) 7� 1`�2i_N,' FOCM 3ry^^FL4vc MEN q� r 2 BUILDING SECTION MECHANICAL M4.2 SCALE-. IA" = 1'-0" II Date Drawing Title Revisions 19 May 2003 Project No SECTIONS �;D FRQ MlCfL,\NICAi 22t6 SRG PARTNERSHIP INC Hall Blvd.13500 New Tigard Library 18 A'p E Comultant Noicet No BUIP2603-00211 00$ S.W. 3rd Avenue 107 of M D-awing Portland, Oregon tion Documents JRE '0N F 503.228.2921 Construc ril-mvil by ARCHITECTURE PLANNING INTERIORS PAE Cutisulting Engineers Inc. PAX 503.226.2930 RRK 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 Checked by 14 Tigard,Oregon XIS p. NPG M462 T 503.222.1917 r:503.294.0272 www.srgpartriership.com IN L LE_�RIEI 12-31-0.3 N01-ICE IF THE PRINT OR TYPE ON ANY Jill Jill I Jd .4 51 31 . 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Ord Avenue - x[No BUP<003.00211 Portland, Oregon � i�( 1� 108 0l 125 ARCHIIECTURC PLANNING INTERIORS 503?2ae2921 Construction Documents ``!�v rnawinallo Drawn by Pali Cansnlling Engineers Inc. FAX 509.220.20.111 '& t21 SW Morrison Street,Suite 200 Portland,Oregon 97205 ('� 'cti Ig ��'\��• 0� MLS M59 1by Tigard,Oregon 4S P. CO�� Checked NPG 1T 503.222.1917 f:503.294.0272 www.srgpart.iership.com F;;RES _ . NOTICE: IF THE PRINT OR TYPE ON ANY f1111 IIIIIII IIIIIII V I I I I I I I I I I I VIII I l l l l l l l IIIIIII I l l l l l i'1111111 I l l i l l l IIIIIII I l l l l l l V I I I I I I I I I I I I I I I i l l I l f l i l l V I I I I I l l i l l l III III IIIIIII 11T'I I I IIIIIII 111 i l f I In I I I tI hj !r I _ 4l I _I �_—__I—�1�I�—. 1 ---I -- L IMAGE IS NOT AS CLEAR AS 3 HIS NOTICE, _I 1 IT IS DUE TO THE QUALITY OF THE r �— ORIGINAL DOCUMENT �01£�BIs LL 9L I Z p4lt I�I. 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LENGTH TYPICAL SQUARE NECK RETURN AIR BOOT 2 DUCTED RETURN EXHAUST GRILLE 3 _ TYPICAL SLOT DIFFUSER 4 T— BAR DIFFUSER M5.1 SCALE: NONE M6.1 SCALE: NONE M:.1 / SCALE: NONE M6.1 SCALE: NONE r ' FIRE/SMOKE RATED ASSEMBLY—,, ;1 TYPICAL DUCT --TYPICAL DUCT CHW` —� 6 INSULATION 6 INSULATION CHWR— — --� �1',- 0 2 r MI.N.- , F. O > - - - -- - - - - e_ O _. Z NC 4 5 2 • EXHAUSTER MAY CHWR 5 3 NOTES: NOTES: 1_0 —CHWs 01 COMBINATION FIRE AND SMOKE DAMPER VERTICAL SUPPLY TYPE SHOWN, 0 CONICAL TEE HORIZONTAL & RETURN/EXHAUST SIMILAR. INLET DUCT. MINIMUM LENGTH = 3'-0". IF UNDER 1J'-0" IN 02 GALVANIZED STEEL SLEEVE-GUAGE NOT LESS THAN CONNECTION DUCT. FASTEN TO LENGTH, DUCT SIZE TO BE SAME SIZE AS TERMINAL UNIT --MIN. 12 HiCH DAMPER FRAME AND PERIMETER ANGLES. CAULK BETWEEN DAMPER FRAME & SLEEVE. INLET. IF LENGTH IS 10'-0" OR OVER, DUCT SIZE TO BE " I FACTORY CURB I� AS SHOWN ON PLAN. 12 ROOFING Q PERIMETER ANGLES-14 GA. GALVANIZED STEEL, 11/2" x 11/2" MIN. TO PROVIDE 1" MIN. I INSULATION OVERLAP OF OPENING ON ALL 4 SIDES. DO NOT FASTEN TO PARTITION. 03 HEATING COIL WHERE INDICATED ® DISCHARGE DUCT MINIMUM 5'-O° LONG BEFORE FIRST BRANCH ®AIR TIGHT, BREAKAWAY DUCT CONNECTION. � COOLING COIL TAKEOFF, SAME SIZE AS TERMINAL UNIT OUTLET, 0 AS SHOWN Q ACCESS PANEL-SIZE & LOCATION f0 PERMIT SERVICING FUSIBLE ROD AND LINK. (TYPICAL) ON PLAN, WHICHEVER IS LARGER. PROVIDE SOUND TRAP IF BACKDRAFT OR ACTUATOR TO BE LOCATED OUT OF AIR STREAM. DV INDICATED. REFERENCE SECTION 15250 FOR DUCTLINER REQUIREMENTS. AUTOMATIC DAMPER OF SLAB 0 TERMINAL UNIT © PROVIDE 15/15" TO 1/2' CLEARANCE ON HEIGHT & WIDTH, OR AS SPECIFIED BY DAMPER NOTES: MANUFACTURER. FILL OPENING WITH FIRESTOP MATERIAL. NOTES: © CONTROL ENCLOSURE. PROVIDE 36" CLEARANCE DIRECTLY IN 1. SEE SPECIFICATIONS FOR VIBRATION ISOLATION AND SF"MIC RESTRAINT FRONT OF ENCLOSURE, MOUNT CONTROLS AND PIPING CONNECTIONS (D PROVIDE AIRFOIL BLADES ON MEDIUM PRESSURE DUCTWORK. 1. OFFSET PIPING AT COIL ENDS TO ALLOW ON SAME SIDE OF UNIT. REMOVAL OF COILS. COMBINATION 2. THREE OR MORE COILS PIPED SIMILAR. 5 TYPICAL TERMINAL UNIT r6-NN ROOF EXHAUSTER FIRE SMOKE DAMPER AHU HEATING COIL PIPING DETAIL M6.1 SCALE: NONE M6.1 SCALE: NONE M6.1 SCALE: NONE M6,1 SCALE: NONE PUMP HWS Hill STRANER CHECK VALVE M BAL4NCING VALVE fN0 �— PUMP SHUT—OFF VALVE SPRING LOADED — CHECK VALVE I CHECK VALVE MAV STRAINER M �-- No RETURN— _ HWR VALVE / LONG SUPPLY 3 FT. MIN. � RADIUS --� ELBOW MAV NO NC C SUPPORT s HWS NO -- 1— HEATING WATER PUMP i-COOLING COIL DRAIN PAN SHUT-OFF MAV I VALVE DOUBLE DEFLECTION SECTION - A NEOPRENE ISOLATOR COIL I ## I COIL I ROUTE TO NEAREST A I F� DV DV I FLOOR DRAIN HEATING COIL - 2-WAY VALVE 3-WAY VALVE I (TYPICAL) PLUGGED TEE 3" MIN. °° ° TYPICAL EXCEPT WHERE NOTED USE ONLY WHERE NOTED NOTES: PUMP 1. T{PICAL OF REHEAT COILS, UNIT HEATERS AND CABINET UNIT HEATERS. NOTES: A 1. OFFSET PIPING AT COIL_ ENDS TO ALLOW — REMOVAL OF COILS. NOTES: NOTES: 2. THREE OR MORE COILS PIPED SIMILAR. 1. DRAIN SIZE IS OUTLET SIZE UNLESS SHOWN LARGER RESILIENTLY SUPPORT ALL PIPING WITHIN 50'-0" OF PUMPS. 9 HEATING COIL PIPING DETAIL io AHU HEATING COIL PIPING DETAIL_ K_11 COIL DRAIN PIPING HYDRONIC PUMP PIPING M6.1 SCALE: NONL M6 1 SCALE: NC"!I- M6.1 SCALE: NONE M6.1 SCALE. NONE Rcrismns Date Drawing Title 19 May 2003 S R G PARTNERSHIP INC r_\�� PRIF��, Project * c�DETAILS � New Tigard Libraryv'�,�"' �� 2'16 HaIlBlvtl 13500 IECH.`�NICAL 808 S.N. 7rd Menne 1 2 Consultant Proiect No BUP2003.00211 Purtlund. Oregon '`V� 7� 10901 125 ARCHITECTURE PLANNING INTERIORS ! 972u4 2128 Constriction Documents oRE o Dt0 t,ng"o �07.2•�a.a921 PAF Cnn:ulting Engineers Inc. FA.r 503.228.2930 Z, Nor �i' Drawn by 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 yo ch 19 � fir,• RRK Tigard,Oregon l4S P CO��\ �q'e Checked by M691 T:503.722.',917 F:`03.294.0272 www.srgpartr.ership.com NPG rEAPIRES 12--11-03 l NOTICE IF THE PRINT OR TYPE ON ANY 1 1 1 I 1 1 1 I 1 1 1 111 1 Ill l I I I I I I I I I 1111 1 I 1 I I 1 1 I III I I I l I l l I l l l 11 I I I l I l I l l I II I I I I I I I I I I I I I I I II I I I I I 1 1 1 1 1 1 I I I I I I I I I !I I I 1 1 1 I Ill I 1 I I I 111111111 III 1 11 I I I I I I I I I I 1 III 11 I I 1 I I I I ; l IMAGE IS NOT AS CLEAR AS THIS NOTICE, ------1� -- — I - 3 - 4� 1 --- -�1 -I !L---5�--- --- �I �=L --2I )"I IT IS DUE TO THE QUALITY OF THE N.I. till"" ORIGINAL DOCUMENT ffo(U� �lG eL LS 8z z 1 6Z E7 z iz OZ 81 8I L�I 9t 8I hl E1 Tt [i tt 8 9 t 9 9 E z t1u� IIIIIIIIII IIIIIIII� IIIIIIIII �� ilII1�IIIII�I�II�II!I�II��1�1�11111IIIIIII�1��11�� I�� I�� X111��1�11�I �1�1 �11�111��1111111111I��(11�111111111� 111111�1 �11� Jill ��i�lllll�11111��1�1►1111�1��1Jill Ill III I�IIJIW 111777lll��ll� llllll IIII►N►I k.! 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INSULATE PIPING AND CHEMICAL FEEDER. —� VERTICAL FLOOR MTD OR HORIZONTAL SUSPENDED FROM STRUCTURE AS INDICATED ON THE DRAWING. BY -- PASS CHEMICAL FEEDER 2 AIR SEPARATOR r3-'**N EXPANSION TANK CONNECTION 4 AUTOMATIC AIR VENT M6.2 SCALE: NONE M6.2 SCALE: NONE M6.2 SCALE: NONE M6.2 SCALE: NONE FLOOR DIFFUSER FLOOR ,—AIR INLET ____�_-RELIEF VALVE _ BATT INS. 17I SEAL SEAL PROVIAT FLOOR ci:# PIPE TO 6" AFF PLENUM 3 FLUE ``—J LOW VOLTAGE WIRING AT PERIMETER —----r BOILER ! I A 3 PROXIMITY SWITCH NATURAL GAS CONNECTION BOOKCASE WITH 6" MINIMUM DRIP LEG. i FIXED WINDOW //- C u r DRAWING)HITECTURAL i II I � MULLION~ I GRILLE FLANGED CONNECTIONS TYP. _ - 30x18x4 PLENUM IN BASE I _ �`� LOW VOLTAGE WIRING u` 4 +' PIPEREDUCER PIPE REDUCER - -- - - -- , i PIPE TO OF BOOKCASE FLOOR DRAIN 213x4 DIFFUSER 'I HOUSEKEEPING PAD DRAIN �� FLOOR �4i� {I IOW PROFILE -- -- - � ---- -1 �,��-•----_----_ � NOTESPROXIMITY SWITCH �: �. OPERABLE WINDOW I �—Irli__ G GAS COCK. r -- - - — STRAINER �2 VENT DRAIN - USE TEFLON TURING (RUN TO FLOOR DRAIN OR CONDENSATE PUMP) EXTERIOR '� ' RARE EARTH WASHER MAGNET PROVIDE SEAL AT FLOOR � � � � ' ' INTERIOR 1 2 0 BOILER DRAIN - USE 5/a" DIAMETER OR LARGER TEFLON TUBING. (RUN TO FLOOR DRAIN PENETRATION (TYP.) A-A NOTES• OR CONDENSATE PUMP, DO NOT MANIFOLD WITH VENT DRAIN) ***ONLY REQUIRED ON CONDENSING BOILERS*** GENERAL NOTES: CD SEE SPECIFICATIONS FOR VIBRATION ISOLATION AND SEISMIC RESTRAINT, 04 PRESSURE REGULATOR. VENT TO OUTDOORS. SIZE OF VENT BY BOILER SUPPLIER. 1. LOW VOC AGE WIRES TO RUN FROM INSIDE OF STUD WALL, THROUGH MULLION SUPPORT PUMP FROM PIPING. AT BOOKCASE TO PROXIMITY SWITCH. 2. WASHER MAGNET TO BE INSTALLED AT EITHER END OF PROXIMITY SWITCH. SECTION -- PIPE MOUNTED PUMP BOILER PIPING 6 DUCT THROUGH FLOOR OPERABLE WINDOW SENSOR M6 ? SCALE: NONE M6.2 SCALE: NONE M6.2 SCALE: NONE M6.2 SCALE: NONE i I?ertstons Date Drawing title SRG PARTNERSHIP INC r�� !911ay200o DETAILS ~�� PRI Project No New Tigard Library .�� ` '"��` � zz.6 MEC'��IC�. r-oosultnat Protect Vu Boa S.N. 3rd Avenu,, �'1 3N -S' Hell Blvd. 13500 PurUuml. Oregon _ BUP2003-00211 07204 2921 Construction Documents ORB ON 642 110 of 125 DmiO No �r ARCHITECTURE PLANNING INTERIORS emt.2ea.zeat I':U- rnn,ullinq F.ugineers Inc FAX 5n3.aae.ze30 Z �r Drawn by g LimESQ o'ch 19 N9� �h' o� FcRK i{ 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 � Checked b I Tigard,Oregon �qS R Co�� C NPG M6 ,12 T:503.222.1917 F:503.294,0272 vnvw.srgpartnership.com9 ExPIREs 12-31'-o3 i , - ..,,._.....,: ,..;,,aaro•�tvre,m+.irwrvsflseesAlAne711rww4�}�.". NOTICE� IFTHE PRINT ORTYPE ONANY III III III III III III III I I III III III I I lil II'i'II III III III Iii III III lil III ISI III III�III I I I�l I�I III III ISI I�1 ISI I I l�l I�I I�I III ISI I�I I�111�1 III IIIIIII I I I1 I I h I I III 1 1 - I 1III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 _4- 4 5 6_ �_ 1 81_-._�s_✓L-_i iVl 111 - _�__._� �J� �z J � Y15 IT IS DUE TO THE QUALITY OF THE _ Ne 36 ORIGINAL DOCUMENT � ee��c � �c ) �c , �c r — (IIIIIIIII IIIIIIIII-1111 IIII�IIIIIIIII ►�I�IIIII IIIA�III�IIIiI�I►��I�►I IIi�►�IIIIII��I�� II Illilililllll��ll�lilllillti Ili�llillliil�llli ilil�llli illi Illi illi illi i►ll�llll i►►ISI►Ii ilil�lili i►Il�ill►illiiilil lil ��llllu►I�u� Q lul�ului - LI ,iu ilii►i�►11 F r.. ,1 i THERMOMETER 21/2" TO TO FIRST Fl-COR - TO SECOND FLOOR (TYP.) DOMESTIC CW SPRINKLER SYSTEM SPRINKLER SYSTEM I SYSTEM ---�_ (ZONE 1) (ZONE 2) ----�.----'- --- ---� --SEE FLOOR ----J�--sPR -SPR --r STRUCTURE --`' PLAN FOR PIPE SIZES BYPASS BALL FIRE DEP I'. -- -- ACME TEMP/ VALVE (N.C.) 1/3 FLOW TEST (TYP.) Pw I � � PRESSURE REGULATOR PRESSURE RELIEF ! BY-PASS FIRE DEPT. RE'-'E7 VALVE � SET ® b5 FSI� �1 !� -' TESTDRAIN LINE- ELEVATOR �-WALL .--' SHUT I I TO FLOOR SINK 21/2" PRI/-2 SHAFT HIGH WATER ALARM OFF —� AND MANUAL_ PUMP ! — ISCLATICN VAL`iE WITH SWITCh I PRESSURE GAUGE ( i SUPERVISORY SW!-ICH I BOLT TO & COOK11/2'. S S (TYP.) ADJACENT WALL (TYP,) ~-- J CONC EALEU LtA I it; FLOOR PIPING SHUT-OFF HWP_1 VALVE (TYP.) 21/2"- 21112" FINISHED FLOOR --4"FLOOR SINK SLEEVE �—, .,.. .. .... , UNION r �L, 1 CI,,"HARGE TO FLGCR SiNK _ SHUTOFF VALVE UNION (IYP.) 1 CHECK VAVLE I SLEEVE STRAINER (TYP.) REGi10ER (TYP.) TO PARK;NG CURB FLOAT SWITCH �, I , SP-1 TO FLOOR DRAIN FINISHED FLOOR /� 2/3 FLOW REGULATOR --- 47 __ 1 _'„^ ,;... .,: • :'�= T DISCHARGE AT CURB SUMP I -_- - 4"FIRE SERVICE NOTES: 2Yi"CW — F)v CHECK VALVE (TYP.) SERVICE GENERAL NOTES: PROVIDE LOCAL DISC ONNFCT FOR PUMP WITHIN GENERAL NOTES: ELEVATOR SHAFT. SEE DIV.16 FOR REQUIREMENTS. �`-'- D!CLECTRIC UNION 1. COORDINATE ELECTRIC ALARM BELL AND ASSOCIATED ELECTRICAL CONNECTIONS. (TYP.) 1. FOR FRESSOF SETTINGS AND FLOWS --_--- _-- -_- - -- _-_-. ------ - -_�_ FLOWS SEE SCHEDULE. DOMESTIC WATER HEADER AND ELECTRIC WATER HEATER DETAIL 2 PRESSURE REDUCING STATION 3 FIRE. HEADER DETAIL rTSUMP PUMP DETAIL M6.3 SCALE: NONE M6.3 SCALE: NONE ti16.3 SCALE: HONE M6.3 SCALE: NONE _-�— STRUCTURE THERMOMETER PH,-SSURE/TEMPERATURE 1"CW RELIEF VALVE EWH_2 MOUNTED ON — 3/4" j _ 1"HW(120'F) WALL 1 SHELF A.EOVE ELEVATOR MOP SINKS / / -CONNECT TO STUDS SHAFT HIGH WATER ALARM IN WALL SWITCH MANUALAND PUMP 3/4'x3/4" ANGLE ^ PIPE STRAP 16 GAUGE SHEEP j DET-2 METAL DRAIN PAN FLOOR f�4 /- _ -= 1-1/4" --10 GPM DISCHARGE TO FLOOR SINK r T 3/11 MARINE PLYWOOD 3/4"X3/4" ANGLE FRAME WALL P�1 UNION ALL AROUND PLYWOOD �� _ I SHUTOFF VALVE LPLATFORM FC —CHECK VAVL.E LOCATE ACCESSIBLE LOCATE ACCESSIBLE 3/4' INDIRECT DRAIN ABOVE CEILING ABOVE CEILING—�' (—_ GPM) FLOAT SWITCH �� Sp_2 DOWN TO MOP SINK SUMP FIN TUBE FLN TUBE NOTES: GENERAL NOTES: Ql PROVIDE LOCAL DISCONNECT FOR PUMP WITHIN ---------- 1. MOUNT EWH,1 ABOVE MOP SINK ON WALL MOUNTED STAND SIMILAR TO I I FLOOR ELEVATOR SHAFT. SEE DIV.16 FOR REQUIREMENTS. SPACEM.AKER B r WATTS. MODEL #WM-26. CCOR�INATE STRUCTURAL WALL SUPPORT WITH ARCHITECT. --------------------------------------------------------' ELECTRIC WATER HEATER 6 FIN TUBE DETAIL rTSUMP PUMP DETAIL M6.3 SCALE: NONE M6.3 SCALE: NONEM6.3 SCALE: NONE I t R«isiuns Date Drawing Title 19 May?003 SRG PARTNERSHIP INC , �`�`�� PRrJFFr Pr0lectNo DEVILS New Tigard Library �� a�t,Nd�� 2216 �tEc 1�:�'1c�aL v .� 508 S.M. 3rd Avuu„e 18 HeII Blvd. 13500 Portland. Orrtlon lun ultant Protect No BUP2003.0021 ARCHITECTURE PLANNING INTERIORS s x7204 •'4211 X642 503.223.2921 .onstruction ocumentS � B�fON 11101 125 (?TBttin�`i� I',%E Consulting Engineers Inc. 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DI 4 HTG i CFM - - HTG OCCUPANCY SENSOR HIGH CFM BY DIV 16-- O - CFM WINDOW LOW ____ MIN DEAD MIN ____ DEAD MIN I_ BAND CFM , BAND CFM BANG CFM 0% TEMPERATURE RISE ► TEMPERATURE RISE --;- TEMPERATURE RISE --; I OPERABLE PORTION a OF WINDOW DI END SWITCH 03 --- - (� r------ LOW VOLTAGE POWER r------ LOW VOLTAGE POWER LOW VOLTAGE POWER -- I C.11 r----- BY DIV. 15 ® I -- BY DIV. 15 �-HWRf I COMMUNICATION —++wk—D�4-- I I COMMUNICATION I I —' BY DIV. rl I I i FCOMMUNICATIONLINK BY DIV. 15DQ STATUS LINK BY DIV. 15 1 I I LINK BY DIV. 15 > S AIR FLOW METERF,.rocLOW METER I I I I I I ., , I ; �- � AIR FLOW MF i r, NOTES: i 0 USED WHEN THE AI1U'S ARE ON MINIMUM OUTSIDE AIR, 01 ql CONTROL AIAI C SPACE rCCNTRIOLU USED WHEN THE AHU'S ARE IN ECONOMIZER MCDE. D SPACEDSPACI- x x loeE CONTROL 0 END SWITCH FOR OPERABLE WINDOWS IN CLASSROOMS. AI AI /01 A; REFER TO ARCHITECTURAL PLANS FOR LOCATIONS AND DETAIL 7/M6.2. TYPICAL OFFICE AND CONFERENCE TYPICAL VVR & CVR 4 DOMESTIC HOT WATER PUMP 3 ROOM VA'✓ REHEAT TERMINAL CONTROL DIAGRAM rTREHEAT TERMINAL CONTROL DIAGRAM TYPICAL VV TERMINALD ! ",GRAM CO �1T1�( L D � •GRAM M7.1 SCALE: NONE M7.1 SCALE: NONE M7.1 SCALE: NONE M7.1 SCALE: NONE REMOTE ADDRESSABLE NORMALLY CLOSED FIRE ALARM RELAY DIV. 16 WIRING BY DIV. 15 FIREFAN SHUTDOWN ALARM C - TYPICAL FOR 3 (ONE PER AHU) REMOTE ADDRESSABLE 1 SYSTEM FIRE ALARM RELAY. DIV 16 PANEL (20 SECOND DELY AFTER FAN STOP SIGNAL) TWO-POSITION ELECTRIC DAMPER CONTROL VALVE � WIRING BY DN. 16 END SWITCH WIRING BY C O ,r--- _DI 15950 120V FROM PANEL UPST S/S PROVIDED BY DIV. 16 _ DIV 15 TO OTHER 2 --� FIRE/SMOKE DAMPERS O LINE VOLTAGE CONNECT AT PANEL THERMOSTAT STATUS C AT UNIT WIRING BY DIV. 15 J 0 -�` TT TYPICAL FOR: EF-1, 2, 3, 6 & 7 NOTE: NOTES: REFER TU ELECTRICAL PLANS FOR FIRE ALARM PANEL LOCATION. DIC STATUS Q REFER TO DRAWINGS FOR UNITS WITH UNIT MCUNTED THERMOSTATS. MOUNT NEXT TO ELECTRICAL PLANEL IN ELECTRICAL ROOM S/S a POWER FROM UNIT POWER CR;,UIT. PROVICE TRANSFORMER IF POWER IS GREATER THAN 120V. g FIRE ALARMSYSTEM INTERFACE CABINET UNIT HEATERS SCALE: NONE _ACE 6 EXHAUST FAN CONTROL � LIN !d7.1 SCALE: NONE E VOLTAGE CONTROL S M7.1 � ., M7.1 SCALE: NONE , I t J DI 3 STATUS �0 S/S I TO PLENUM 1 FROM PLENUM i �- WIRING BY T SPACE 15950 -POTENTIAL TRANSFORMER TYPICAL FOR: LINE VOLTAGETHERMOSTAT BY DIV. 15 EF-4 & 5 AT UNIT =ET 1 2 I MCC BY `DI NOTES: DIV. 16 (1 REFER TO DPOWINGS FOR UNITS WITH WALL MOUNTED THERMOSTATS, 0 POWER FROM UNIT POWER CIRCUIT. PROVICE TRANSFORMER IF POWER io LOSS OF POWER INTERFACE IS GREATER THAN 120V. 9 DATA ROOM EXHAUST FAN CONTROL M7.1 SCALE: NONE r;,. k!l . Rovision.s r Date r)raw;ng Title I,bta� 2()03 G PARTNERSHIP i N C; ��`�� PR �i Pro�e��No CONTROL DIAGRAMS ® nue New Tigard Library a1� ') E� 2216 N[ECFLA..11CAL BOB S.N. :)rd Oregon consultant Imine(No Hall Blvd 13500 Furtlnnd. 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HARD WIRE IN S/S CONTROL CIRCUIT. 3 BOILER CONTROL K72AIR HANDLING UNIT CONTROL DIAGRAM SINGLE ZONE AIR HANDLING UNIT CONTROL DIAGRAM M7.2 SCALE: NONE M7.2 SCALE: NONE M7.2 SCALE: NONE STATUS S/S C S/S SPEED ALARM AMPS 0 DIG WVFD I 3 CONSTANT VOLUME PUMP 3 PUMP WITH VFD CONTROL M7.2 SCALE: NONE M7.2 SCALE: NONE i I i i [tevisium; Dam Drawing Title 19 May 2003 CONTROL DIAGRAMS SRG PARTNERSHIP INC �� PRQ�'F� r�� ject'40o BOA 5.11 301 Avenue 1IC 1L � New Tigard Library ��,1 Nor ,216 NLFCK.,1 DOI 16 9 e �J /yHall 200 13500 fpmPartlnnd, ore nn /� `y� Coasultnnt Project No ARCHITECTURE PLANNIN INTERIORS 03222-29+.11 Construction Documents b�IZ Bup2ooa-oo2„ 145n3.2..t1.2n21 PAF. Consulting Engineers Inc, FAX 503.2211.21130 0 CON 113 of 125 Drawing No Drawn b 621 SW Morrison Street,Suite 200 Portland,Oregon 57205 lig � �' MLS M702 T:503.222.1917 F:503.294.0272 www.srgpartriership.comIffL Tigard,Oram <4S p OLS �' Checked by HPG El(P!RES t 2—.t1--q3!� NOTICE. 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SURFACE, RECESSED AL ALUMINUM LA LIGHTNING ARRESTOR - CEILING LUMINAIRE: PENDANT MOUNTED ARCH ARCHITECT / ARCHITECTURAL LTG LIGHTING CEILING RECEPTACLE: DUPLEX © 0O DETECTOR: IONIZATION, HEAT, PHOTOELECTRIC o 1� C!5 CABINET: SURFACE, RECESSED - TRANSFORMERATS AUTOMATIC TRAN..r ��ER SWITCH LV LOW VOLTAGE I-0 I{ WALL LUMINAIRE: SURFACE, RECESSED • DENOTES RECEPTACLE ABOVE COUNTER �=- DUCT DETECTOR, TYPE AS NOTED ■ ® GROUND ROD, IN TEST WELL CB CIRCUIT BREAKER MAN MASTER ANTENNA TELEVISION &--- [}- WALL WASHER: SURFACE, RECESSED W T SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY INFRARED BEAM SMOKE DETECTOR �a GROUND PAD � C CONDUIT MCA MINIMUM CIRCUIT AMPS r' � CLOCK HANGER RECEPTACLE (�-=_ EQUIPMENT WITrI DERIVED GROUND �,}-�--�- TRACK WITH HEADS LOCATED -{]- FIRE ALARM: VISUAL Q O VQUIPMEN , AMMETER CCN CLOSED CIRCUIT TELEVISION MCB MAIN CIRCUIT BREAKER ® RECESSED IN-FLOOR BOX: COMBINATION POWER/DATA v CKT CIRCUIT MCC MOTOR CONTROL CENTER © ® FLUORESCENT LUMINAIRE: SURFACE, RECESSED 0 SELECTOR SWITCH: VOLTMETER, AMMETER CLG CEILING MDP MAIN DISTRIBUTION PANEL PEDESTAL OUTLET: POWER, SIGNAL, COMBINATION 8 - FIRE ALARM: BELL; BELL W/VISUAL K A4, FF METER. KILOWATT HCUR, POWER FACTOR ' CT CURRENT TRANSFORMER MECH MECHANICAL � FLUORESCENT LUMINAIRE: WALL MOUNTED `� FLUSH IN-FLOOR OUTLET: DUPLEX, COMBINATION c�g �� FEE-W CLECT:�ONIC POWER MCPL'TORING METER CU COPPER POWER/DATA u -LFP- FIRE ALARM: HCRN; HORN W/ViSUAL MH METAL HALIDE FLUORESCENT LUMINAIRE BARE LAMP � DN DOWN MLO MAIN LUGS ONLY O"--- SURFACE OUTLET STRIP: DIMENSION AS SHOWN 4 F FIREMANS PHONE JACK -3 POTENTIAL TRANSFORMER EMERG EMERGENCY MV MERCURY VAPOR Cr+-O 0-0 ►0 FOLE LIGHT: LUMINAIRES AS SHOWN ,� TELEPOWER POLE, POWER, COMBINATION ns SPEAKER: WALL, CEILINGCURR_E 1 JT TF?NSFOR�rIER EMT ELECTRIC METAILIC TUBING MTS MANUAL TRANSFER SWITCH n P!!71 DESIGNATES LIGHT ON EMERGENCY CIRCUIT O JUNCTION BOX Q Q MAGNETIC DOOR HOLDER, CLOSER ®gg� CABLE: TRAY: BASKET, RUNWAY EP EXP10510N PROOF NIC NOT IN CONTRACT _ E EPO EMERGENCY POWER OFF NL NIGHT LIGHT CIRCUIT 4 1-® EXIT LIGHT: CEILING, WALL (ARROWS AS SHOWN) 4 DISCONNECT SWITCH: FUSED, NON-FUSED ® ■ ELECTRIC DOOR LOCK, CONTACT _ EWC ELECTRIC WATER COOLER PA PUBLIC ADDRESS 4� BOLLARD $CLI l �}' MOTOR STARTER: MANUAL, MAGNETIC, COMBINATICN 10 O FIRE ALARM SPEAKER: WALL, CE',LING FA FIRE ALARM PE PHOTO ELECTRIC CELL4 MOTOR CONNECTION 4 4 WALL DATA/PHONE OUTLET: REFER TO DETAIL 8/E8.1 FOR CONRGURATION ' FLA FULL LOAD AMPS PF PCWER FACTOR �� EMERGENCY BATTERY LIGr1T: HEADS AS SHOWN (]c ® ® CONTACTOR, RELAY, SOLENOID 4 N WALL OUTLET: CABLE TELEVISION FLUOR FLUCRESCENT PNL PANELBOARD $ $2 WALL SWITCH: 1 POLE, 2 POLE [] S PUSH BUTTON STATION WALL OUTLET: VOLUME CONTROL ECIC FURNISHED BY CONTRACTOR PVC POLYVINYL CHLORIDE CONDUIT 3 4 WALL SWITCH: 3 WAY, 4 WAY WIRING CONCEALED IN CEILING OR WALL cld CCN CAMERA INSTALLED BY CONTRACTOR PWR POWER $K $N WALL SWITCH: KEY LOCK, MOMENTARY ---f-I}--- ECIC FURNISHED BY OWNER SCP SUB-DIS T RIQUTION PANEL WIRING CONCEALED IN FLOOR OR UNDERGROUND K9 6 SYSTEM CLOCK: WALL, CEILING INSTALLED BY CONTRACTOR STIR STARTER $lv $a WAL!. SWITCH: LOW VOLTAGE, PILOT ----�— INDICATES INSULATED GREEN GROUNC WIRE (] MASTER ANTENNA TV OUTLET FO10 FURNISHED BY OWNER SV SOLENOID VALVE $T $0 WALL ::WITCH: TIMER, MANUAL DIMMER --► HOME RUN DESTINATION SHOWN O THERMOSTAT INSTALLED BY CWNER SW SWITCH pMW LUTRON DIGITAL MIRCOWATT LIGHTING ZONE CONTROLLER —0 - CONDUIT ELL: UP, DN. Q MANUAL EMERGENCY SECURITY STATION GFP GROUND FAULT PROTECTION TO TIME DELAY El CARD KEY READER STATION GFI GROUND FAULT INTERRUPTER Ip TAMPERPROOF DBI LUTRON FLUORESCENT DIMMING BALLAST INTERFACE Q SECURITY ELECTRONIC SENSOR GFCI GROUND FAULT CIRCUIT INTERRUPTER 78 TELEPHONE TERMINAL BOARD - GRC GALVANIZED RIGID CONDUIT 'i C TELEPHONE TERMINAL CABINET PTLUTRON POWER BOOSTER ONE - LINE � GRD GROUND TV TELEVISION BOOSTER HP HORSEPOWER TYP TYPICAL LVI LUTRON LOW VOLTAGE INTERFACE CIRCUIT BREAKER —_ HPS HIGH PRESSURE SODIUM UG UNDERGROUND HV HIGH VOLTAGE UPS UNINTERRUPTABLE POWER SUPPLY PANEL LUTRON DIMMING PANEL a SWITCH, FUSED SWITCH HZ HERTZ V VOLTAGE DESIGNATION SYMBOLS C I BUSS ISOLATED GROUND VA VOLT AMPERES 1 INC INCANDESCENT VP VAPOR PROOF LIGHT;NG AUTOMATIC SWITCH UNI JB JUNCTION BOX W WATTS LUTRON LUTRON GRAFIK EYE 3000 CtJI °OL UNIT PANEL 123 EQUIPMENT DESIGNATOR SEE SCHEDULE. ' KW KILOWATT WAP WIRELESS ACCESS POINT UNIT- 0 METER E Q X EXISTING -I Q GTO REMAIN, EXISTING TO BE REMOVED NOTE KWH 0TEKWH KILOWATT HOUR WP WEATHER PROOF PANEL v EXISTING TO BE RELOCATED KV KILOVOLT XFMR TRANSFORMER ® ®C PHOTOELECTRIC CELL, OCCUPANCY SENSOR THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY XFSW TRANSFER SWITCH A DESIGNATES LUMINAIRE TYPE (SEE LUMINAIRE SCHEDULE) 1-0x FEEDER CALLOUT O NEW APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. ® FAULT CURRENT CALLOUT U NOTE I k i1 1 i p i 4 i i 9 c 4 ,i k I Revisions Jnte 19 May 2003 Drawing Title SRG PARTNERSHIP INC . . �� pR�F, ProlectNo S�`Rti30LS AND _ New Tigard Library c 0pa 2 2216 LEGENDS AOA S.N. 3rd A�apne �^ �S/ � U6"(,S� 3'% Oirtland, Oregon CunwltnntProjectNo ELECTRICAL ARCHITECTURE PLANNING INTERIORS �` 97204-2428 503.226.2021 Construction Documents I} PAE (on:,ulting Engineer? Inv. FA$ 503.226.2U8o 0 Drawn by Hall Blvd 13500 Dtawing No , p U P2003-00211 �0 4� . aC`� TON 114 of 125 21 SW Morrison Street,Suite 200 Portlan j,Oregon )7205 �. Tigard,Oregon It A S�� C heckned by I� T:503.222.1917 F:503.294.0272 www.srgpartnerah,p.com `_--- EOO � EXPIRES 6-SD-04 NOTICE: IF THE PRINT OR TYPE ON ANY m LI 1 1 1 I I I I IT l 11LL l l l Jill I I I I A C� I I I I I I III I I III IIILl f IMAGE IS NOT AS CLEAR AS THIS NOTICE, I14� f IT IS DUE TO THE QUALITY OF THE Nu 3e �II� �lill�i8li 8ilii I�t�3�LI�Ili�llL�Z�IIIII�8II LII��IIIII Z I►II �II� �II�IIII��IIII IIII �Illil�ll IIIIIIII► III�IIII►�I�►�IIIIIIII►IIIIIII�IIIIIIIIII�I IIII �III�II�IIIIIIfIIII I I � � I J— IM IIIIEORIGINAL DOCUMENT30X. , � IIIIII►ilI►I►,Il►llll►II I►I►IIi, ,llll I►Illllll IllIl111,l,IlIIWIl1L.IIIIIII1111 llllllll!lllllllllll,I�N►II i LUIMINAIRE SCHEDULE TYPE A01 TYPE FOB TYPE M02 TYPE F15 FLUORESCENT SURFACE A) GENERIC: RECESSED LOQ' VOLTAGE MR16 DOWNLIGHT A GENERIC. CANTILEVER ASYMFTRIC WALL WASH. ONE (1) T5HO A) GENERIC: SURFACE TRACK A) SIZE: 75/a IN. X 50 IN. B MANUFACTURER: COOPER PORTFOLIO B MANUFACTURER• INSIGHT 1) CONTRACTOR TO VERIFY LOCATIONS, LENGTHS, CONNECTION HARDWARE. B LAMP: FLUORESCENT, TWO F32 T8 RS. C PART NUMEER: HA3MR-3451C-20WATT C PART NUMBER: CF5HO—EAS-24-8-2—W—LV5 B MANUFACTURER: LSI C BALLAST: 120 VAC, ELECTRONIC. D LAMP TYPE: USHIO 20W MR16—SP D LAME' TYPE: T5HO-54W-3500K C PART NUMBER: BY CONTRACTOR D MOUNTING: SURFACE WALL. E LENS ;YPE: AERIZA CRYSTAL BILATERAL SPREAD LENS D FIXTURES PROVIDED BY OWNERS AFTER CONSTRUCTION. E LUMINAIRE BODY: ONE PIECE MCLDED POLYESTER OR FIBERGLASS. TYPE F09 F LENS: GASKETED ACRYLIC DIFFUSER, A MINIMUM OF SIX CAM ACTION TYPE A01" A) GENERIC: WALL SLOT TYPE WALL WASH WITH PARABOLIC LOUVER. TYPE M04 LATCHES TO ATTACH LENS TO LUMINAIRE BODY. A) GENERIC: RECESSED LOW VOLTAGE MR16 ADJUSTABLE 1) CEILING INTEGRATION COORDINATED BY CONTRACTOR. A GENERIC: BUILT IN CASE LIGHTING G) INPUT VA: 62 JX, 8, MANUFACTURER: COOPER PORTFOLIO 11) MANUFACTURER TO ACCOMMODATE ODD LENGTHS B MANUFACTURER: PHANTOM LIGHTING H) MANUFACTURER: LITHCNIA DM240 SERIES, METAL' COL'!MBIA, DAYBRITE C PART NUMEER: HA3MR-3471C B MA,NurA; PURER: LIGHTCONTROL C PART NUMBER: TED OR APPROVED. D LAMP TYPE: USHIO EXT, 35MR16—SP C PART NUMBER: WALL/SLOT 2000PR 1) CASE DESIGN REQUIRED FOR INTEGRATION OF LIGHTING. E LENS TYPE: ABRIZA SOUTE SOFTENING LENS D LAMP TYPE: F032T8-35OOK 11) COORDINATION OF INSTALLATION AND FURNITURE BY CONTRACTOR AND SRG. F LOUVER TYPE. NOVA INDUSTRIES 2° HEX LOUVER 45DEC CUTOFF E� OTHER: ECO-10 BALLASTS tO LAMP TYPE: 5W FROSTED FESTOON (INCLUDED) E� MINI ELECTRONIC LOW VOLTAGE TRANSFORMER BY LIGHTECH. TYPE S01 HID POLE MOUNT TYPE A01 B TYPE F10 A SIZE: 26 IN. X 16 IN, X 8 IN. HIGH. A GENERIC: RECESSED LOW VOLTAGE MR16 WALL WASH A) GENERIC: 2X4 TROFFER TYPE M05 BLAMP: ONE 250 WATT MH. B MANUFACTURER: COOPER PORTFOLIO 1) VERIFY CEILING TYPE A) GENERIC: SURFACE TRAC' C BALLAST: 277VAC, REACTIVE, CWA. C PART NUMEER: HA.3MR-3481 C 11) TWO LAMP, ELECTRONIC BALLAST. 8 MANUFACTURER: LSI D FINISH: BY ARCHITECT. D LAMP 'TYPE: USHIO EXT, 5CMR16—S.° 8 MANUFACTURER: METALUX 1) CONTRACTOR T1 VERI-Y LOCA11ONS, LENGTHS, CONNECTION HAREWARE. E HOUSING: CAST ALUM. STAINLESS HARD WARE. E) LENS TYPE: INCLUDED C PART NUMEER: 2GC-2-32—A—VOLTS—EB1 C PART NUMBER: B' CONTRACTOR F, LENS. FLAT GLASS, TYPE 3 DISTRIBUTION. F) LOUVER TYPE: — D LAMP TYPE: F032T8-3500K D FIXTURES: MR-00;, FINISH BY ARCHITECT G) AFM: ONE PIECE EXTRUDED ALUM. 91/2 IN. LENGTH. E LAMP TYPE: 1,191-110 'OW MR16—NSP EXT H) MANUFACTURER: KIM STL SERIES. TYPE A02 TYPE F11 F LOUVER TYPE: LOUVER V & BEAM SOFTENER M998 A GENERIC: SEMI RECESSED MR16 DOWNLIGHT 20W MAX A) GENERIC: 1�(4 ONE LAMP FLUORESCENT WRAP B MANIIFACTURER: B—K LIGHTING B MANUFACTURER: METALUX TYPE CCO1 C PART NUMBER: VS-2—B7_P-12-11 C PART NUMBER: WA-2-32—A—VOLTS— EB1 A GENERIC: COLD CATHODE TYPE S01 HID POLE D U,MP TYPE: INCLUDED 20WMR16 FL D LAMP TYPE: F032T8-3500K B MANUFACTURER: TWO ACCEPTABLE A) SIZE: 20 FT. LUMINAIRE MCUNTING HEIGHT, E LENS TYPE: INCLUDED 1) ARCHITECTURAL CATHODE LIGHTING 20 FT. 6 IN. T01AL POLE LENGTH. F LOUVER TYPE: INCLUDED TYPE F116 SAME AS TYPE F11 EXCEPT: 1CO%-10% DIMMING BALLAST. 11) NATIONAL CATHODE LIGHTING B MATERIAL: ALUMINUM, G) OTHER: PROVIDE 120/277-12VOLT TRANSFORMER III) FACTORY TO PROVIDE DOCUMENTATION AS REQUIRED AT END OF THIS DOCUMENT. C CONSTRUCTION: SEAMLESS, ROUND, EXTRUDED ALUM., NON TAPERED. 1) Q—TRAN CORE & COIL DC12V WITH SECONDARY BREAKERS TYPE r 12 D COLOR- TO MATCH LUMINAIRE. 11) CONLRAC[OR TO LOCAIE AND SIZE TRANSFORMER LOADS A GENERIC: SUSPENDED T5HO DIRECT INDIRECT. TYPE E01 E MANUFACTURER; KIM PRA SERIES. BMANUFACTURER: FOCAL POINT A GENERIC: DECORATIVE POLE. ONE ACCEPTABLE MANUFACTURER. TYPE A03 C PPAT NUMBER: FV3S—PL-1T5HO-1C—VOLTS—S—C24—WH. 8 MANUFACTURER: HESSAMERICA A) GENERIC: SURFACE/WALL MOUNTED MR16 DOWNLIGHT 1) LENGTH AS SHOWN ON DRAWINGS C PAPI NUMBER: FARO F960 B MANUFACTURER: BK LIGHTING D) LAMP TYPE: T5HO-54W-3500K D LAMP TYPE: 15OWA1T MH TYPE S02 FLUORESCENT RECESSED WALL C PART NUMBER: EC-2—BLP-13-11—B E SPECIAL: REMOTE EMERGENCY BALLAST, REFER TO DETAIL 7/E8.1. A) SIZE: 5.5 IN. X 13 IN. X 5.5 IN. D LAMP TYPE: INCLUDED (2OW MR16 NSP) TYPE F12B B LAMP: FLUORESCENT, ONE 26W CF. E LENS TYPE: INCLUDED A) GENERIC: WALL MOUNT TO MATCH F12 TYPE E02 C BALLAST: 277VAC, ELECTRONIC, COLD WEATHER STARTING. F LOUVER TYPE: INCLUDED B MANUFACTURER: FOCAL POINT A GENERIC: WALL MOUNT SEMI DECORATIVE SERVICE LIGHT D FINISH: BLACK. G) OTHER: PROVIDE 120/27;---12VOLT TRANSFORMER C PART NUMBER: FV2W—PS—lT5-1C—VOLTS--S—WM—WH—LENGTH. B MANUFACTURER: GARDCO/EMCO E HOUSING: CAST " "`1 1) Q—TRAN CORE & COIL OC12V WITH SECONDARY BREAKERS D LAMP TYPE: T5-28W-3500K C PART NUMEER: 101—WT-100—VOLT—FINISH F LENS: PRISMATIC. WITH RIBBED GUARD. 11) CONTRACTOR TO LOCATE AND SIZE TRANSFORMER LOADS D LAMP TYPE: METAL HALIDE G MANUFACTURER: A 942 SERIES OR APPROVED. TYPE F12C TYPE '� A) GENERIC: SUSPENDED T5HO DIRECT INDIRECT TO MATCH F12 TYPE DP01 r O A) GENERIC: ASYMMETRIC TWO (2) T5HO UPLIGHT, 100-10% DIMMING. B MANUFACTURER: FOCAL POINT A GENERIC: DECORATIVE PENDANT FOR HOUGHTON ROOM 1) DIMMING TO USE LINE VOLTAGE CONTROL C� PART NUMBER: FV3S—PL-1T5HO-1C—VOLTS—S—C24—WH 8 MANUFACTURER: AMERICAN GLASS LIGHT TYPE S03 IN—GROUND FLAG POLE B) MANUFACTURER: LEDAUTE 1) AG`!TIONAL REFLECTOR TO LIMIT UPLIGHT TO 10%. C PART NUMBER: 2228—U—ECO10 3WIRE A SIZE: 12 IN. DIA X 18 IN. C PART NUMBER: 280-8—F,92—E—N—LENGTH—I-2—LUTRON ECO10—W D) LAMP TYPE: T5H0-54W-35OOK I) 3 CABLE/ROD SUPPORTS TO OUTER EDGE OF BOWL. B LAMP: ONE 70W MH. D LAMP TYPE: T5HO-54W-3500K D) LAMP TYPE: (3) CF26DTT-3500K OR CF26TRT-3500K C BALLAST: 277VAC, HFG, CWA. E OTHER: LOCATE TO FRONT OF LIGHT SHELF. TYPE F14 D FINISH: CAST ALUM. A) GENERIC: RECESSED 7"X4' FLUORESCENT TYPE DP02 E ADJUSTMENTS: 15' TILT, 360' ROTATION. TYPE F05 1) HIGH CUTOFF LOUVERS A GENERIC: DECORATIVE PENDANT, OPAL GLASS F MANUFACTURER: HYDREL 9100 SERIES OR APPROVED. A) GENERIC: STACK LIGHT. 11) LOW BRIGHTNESS B MANUFACTURER: DELRAY LIGHTING 1) MANUFACTURER TO COORDINATE ARMATURE WITH SPACESAVER CANTILEVER LIBRARY SHELVING SYSTEM AS B MANUFACTURER: ZUMTOBEL C PART NUMBER: H-0-18—VOLTS—E-2347—PENDANT LENGTH SPECIFIED BY OWNER. C PART NUMBER: RB—I—C-74-2328—VOLTS—OPTIONS D LAMP TYPE: CF26DTT-3500K OR CF26TRT-3500K II) ALL COMPONENTS REQUIRED FOR COMPLETE LUMINARE AND ARMATURE INSTALLATION TO BE PROVIDED BY D LAMP TYPE: F032178-350OK TYPE X LED EXIT SIGN LUMINARE MANUFACTURER. TYPE DPO3 A) SIZE: 12 IN. X 8 IN. X 2 IN. NOMINAL. III) ALL COMPONENTS OF LUMINARE AND ARMATURE SHALL BE UL LISTED IN ACCORDANCE WITH NEC AND A) GENERIC: DECORATIVE PENDANT FOR ENTRY LOBBY, FULL OPAL GLASS OR ACRYLIC B LAMP: GREEN LED. LOCAL CODES TYPE MOI 8 MANUFACTURER: DELRAY LIGHTING C BALLAST: 277VAC. IV) BALLAST TO BE INSTALLED WITHIN LUMINARE HOUSING, ARMATURE OR BRACKET A) GENERIC: SURFACE TRACK C PART NUMBER: 2712—H-100—VOLTS—PENDANT LENGTH—FULL GLASS D MOUNTING: UNIVERSAL (SEE DRAWINGS FOR APPLICATION) ARROWS V) MANUFACTURER TO PROVIDE DRAWINGS AND IMAGES OF SIMILAR PROJECTS ALREADY INSTALLED. I CONTRACTOR TO VERIFY LOCATIONS, LENGTHS, CONNECTION HARDWARE. D LAMP TYPE: 1"W ED17 CERAMIC MH, PULSE START, 3000K WITH QUARTZ RESTRIKE. AS SHOWN ON PLANS. VI) MANUFACTURER TO PROVIDE PRELIMINARY SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS FOR APPROVAL B MANUFACTURER: LSI E) LENS: 6 IN. HIGH X 3/4 IN. STROKE LETTERS, CAST ALUM. BRUSHED FACE. PRIOR DURING SUBMITTAL PROCESS. C PART NUMBER: BY CONTRACTOR TYPE DP04 F) MANUFACTURER: LITHONIA SIGNATURE SERIES, COOPER, COLUMBIA OR APPROVED. B MANUFACTURER: LIGHTOLIER SG (+ ARMATURE ANO FRACKETS) L1 FIXTURES PROVIDED BY OWNERS AFTER CONSTRUCTION. A GENERIC: DECORATIVE PENDANT FOR CHILEREN'S ROOM, OPAL GLASS W/ SHADE C PART NUMEER: SG-1-8-28-2—AL + FC-1342 B MANUFACTURER: DELRAY LIGHTING D, LAMP TYPE: T5-28W-3500K C PART NUMBER: 2272—W-0-26—VOLTS—PENDANT LENGPI D LAMP TYPE: CF26DTT-3500K OR CF26TRT-3500K TYPE F07 A) GENERIC: 2X2 TROFFER, Al2 ACRYLIC LENS, 2 LAMP 24" T8 LAMPS OCCUPANCY SENSOR: CLOSED SMALL OFFICES, RESTROOMS WITH STALLS 8 'MANUFACTURER: METALUX A GENERIC: DECORA STYLE OCCUPANCY SENSOR, PASSIVE INFRARED & AUDIO ACTIVATION. C PART NUMBER: 2GC-2-17—A—VOLTS—EB1 BMANUFACTURER: SENSORSWITCH D LAMP TYPE: FO-17 T8-3500K C PART NUMBER: WSD—PDT—VS—W OCCUPANCY SENSOR: OPEN OFFICE, MILTI—LOCATION CEILING MOUNTED (30' TO 40' CENTERS) A GENERIC: PASSIVE INFRARED & AUDIO ACTIVATION. 8 MANUFACTURER: SENSORSWITCH C PART NUMBER: CM—PDT—(CM BOXPLATE IF REQ'D) D OTHER: PP-20 RELAY REQUIRED. I 1 4,4 It (�f 1 1 I Revisions Date Dra,ving-fide 19 May 2003 LUMINAM R T E R S H I P INC 2216 SCHEDULES N't / SRG A N � \ Pna`F�' Protect No New Tigard Library 8608 ELECTRICAL IfuN rl Ord Avenue /� � eoa,ultant Pro;ecc u� Pourtland. Oregon \ ARCHITECTURE PLANNING INTERIORS '^ ��'� 508.220..20212921 nvzoa- Constnictlon Documents ORA. Dra,c;n No Otf-' Drawn by P,1E Cansu,Ung Engineers Inc. Fns 5117.229.29a0 621 SW Mordson Street,Suite 200 P_rdand,Oregon 97205 TGN Hall Blvd 13500 9�R `'J Checked by Buzoo 1z5 z11 T.. Tigard,Oregon T A.503.222.1917 F. 503.294.0272 www.srgpartnership.com _ DMB 11 o E002 EXPIRES 5-30 04 - NOTICE: IF THE PRINT OR TYPE ON ANY I I S I I III III III III III I I I(I I L I I I I I'1L1111 Ill I I I I I I I III III I I I I�I I I I III III I I I I I I I III III I I III III III I I I I I I III III I�I I I I i t l'I l l l l l l l l l l 111 I I Iwil III III jot /��jIMAGE IS NOT AS CLEAR AS THIS NOTICE, � I �L_ I I 1 I I�- I __ I L I I"L—I I 10�- -I-- I-- I I-1 J �L j �` _)5 4 16 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMEh lI�III�II ILII IIIA IIII�IIGI I �I�I �I►I�11�►I��IIITIIII [�1�1�1►01 ►►1►�I�lll(l8�IGIIIIIIIIIII1IIG II IllII� N111111 �� l► I�I��ITL 9 r9 I �f I �S G Tu� I�IIiIWIllU�11111►I1�I11111L11111W�lllllllll- I LL1�116►II�INII 4' 1'y �r 9 I d: 11 rr1 ! I POLE �\ POLE lr HANDHOLE �\ �\ I HANDHOLE \ . BOLT COVER- BOLT COVER GROUT TO FILL GROUT TO FILL 18" SQUARESIDEWALK CURB • SQUARE FINISH GRADE n _— PINION GRACE 2" BELOW GRACE :a •• �� 2Q BELOWAGRAI E 24111 24 ANCHOR BOLTS �`%�� ANCHOR BOLTS I i13 REMOTE l �! \ I BA LLASTS I 1 �N ',,- ELECTRICAL CONDUIT 'ELECTRICAL CONDUIT �'"^ ��r ..� 60" (TYPICAL OF 2 60„ (TYPICAL OF 2 LD(2)2"P/C I ,r I —"(, .f,..� F I ,'- I_ �• '`�"'", I(��., ,+ � ` �W"iL.. `r; r; `.�-# #4 REBAR LOOPS � � �� •� I ZON '� • � ��, � 4 REBAR LOOPS Mw E_ 1 �"" 1 3. ��-=?- - X12" O.C. ® 2" O.C. -� SECURE TO ANCHOR SECURE TO ANCHOR 18 // :, r E6.2 �''a»+• _c' I1 J NATURAL GAS .� �; -�, w, ;� �` EMERGENCY GENERAiOR BOLTS BOLTS `3 �i�1�,�1,~y.�-i �. 10 I , ____ 2)2"PVC 4 4' � f a, ,.,. , r-, �.�. 1- J / Ll. �. ► n� L� 8. / jaw ' _., I C�`+'`�A, � lI 3000PSI CONCREi'E ' 300OPSI CONCRETE �„ 111 �• /j - ( ��/♦Jrr 7 / -- 15 `f ?=' I -n:,,y, _.t J ] t ,{ • '! '*� - - Y'l.6 1 ----------� P3OLE BASE DETAIL @ CURB POLE BASE DETAIL @ SIDEWALK i j - ��..'�`- � �F '-r ;1� i. ^•"Cl 11 )..e•s i� .7 'YtiR � �"� �j r' , 9 '�/ I •�/ ♦ _. I �.; �,-� E: PGE UTILITY E0.3 SCALE: NONE I � !I I J,_ -�-�- --1•rr, / ��-�� -� -�:'`-� � � ��r�- �i/ /� � E0.3 SCALE: NONE // \ SERVICE TRANSFORMER i I• / `� ? — l �� ;/�ylz. /.,/ Sol xx7 r3 cc / E0.3 E0.3 EQ I EQ i 1 - ` I SO f7- -i--i T->fr -----�_ --_--- (�-------- � ' � . ' FLAGPOLE 4. _ /_1i- -i ! _Y- / I- 1•�\ #a L _ i i 3 S0 _ . t 4 - i 1 / I �._ I ,t �� F. I ;- l� 01 - 1 + ( EO.3 --- 1 I .i i,3t I 1 r� ♦ 2 71 1•t p I / t ( S03 (TYP.4) S01 1 % � #8 All�� v % 2 FLAGPOLE 1 TYP. L 36" 00 E-- I --------------f%, .�.-_./ I I ► j ' I �� cJ y�/ CAP AT BUS SHELTER / / o ' ! 1 `` ? ?� 3. _ _ � # 11 = -'R'�--'....,,..I...,., M'---� �-� _=__.�.__ _ ----I l.�_--'-__•_.—_ _ ✓�..._.!rte—� L c�, •_ # ,f #$ I # 1:r, So, 4 FLAG POLE LIGHTING �,, I (i1--- I ` ♦ J #8 E0.3 SCALE: 1/4" = 1'-p„ 10, I I 2 TSP #8� 1 ,/ jYp I I GENERAL NOTES: - - = -_--- ,; 1 COORDINATE EXACT TING T ROUTING OF ALL UNDERGROUND CONDUITS - #8 � - T EXISTING ECS. T - ---- #8 TO PROTECT T R i I ---- 3 S01j " 1. SQ1 ♦. 3 01 � I I NOTES fr SO1� 01 PROVIDE (3) 2" PVC (FOR CABLE TV AND PNC). 3. (1)4" PVC (FOR PRIMARY ELECTRICAL UTILITY SERVICE). // T#10 Sol (5) 4" FVC (FOR SECONDARY ELECTRICAL SERVICE). ®VERIFY EXACT TERMINATION POINT. I f t ' I-=•.-I--�.-.:...�.,,.�,I�.. �_,1 i/ 13 �1 I ! 1• ! ! I 3. 5 TERMINATE 2 2" PVC INTO VAULT PROVIDED BY OTHER). Sp #8 r .x.41 I ..._..—..,.,n„ .._._...,_._._.......__.,._._ O ( ) I i j 36" -T - ___ i�________ 36 " _ _ 3f�'""=�' i (FOR TIGARD LIBRARY TELECOM/DATA/PCN) AS SHOWN. / --- -- ______ - _ I I /.•/ ii #8 I © STUB AND CAP (2)4" PVC (FOR FUTURE EXPANSION). CONNECTION TO GEN BATTERY CHARGER AND SIMILAR / J 2 SIMILAR 2 SIMILAR 2 GENERATOR RAT R FO.3 SIMILAR O BLOCK HEATER. ! CONNECT CIRCUITS TO PANEL VIA DIGITAL MIRCGWATT LIGHTING ZONE CONTROLLER, ZONES 16 AND 17. MOUNT ZONE CONTROLLERS !N BOILER ROOM. i PROVIDE 2 PVC FOR BUS SHELTER. �r —-/ I - 10 TERMINATE CABLE TV AND PCN CONDUITS AT PEDESTAL (PROVIDE BY COMCAST). EXISTING PGE VAULT (5 CONNECT TO ZONE CONTROLLER IN BOILER ROOM THAT ALSO SERVES PARKING LOT LIGHTING. ,I+I 17 CONNECT CIRCUIT TO PANEL VIA DIGITAL MICROWATT LIGHTING ZONE CONTROLLER, ZONE 21. j! MCUNT ZONE CONTROLLER IN STORAGE 103 NEXT TO PANEL CC. I 'I 13 REFER TO DETAIL 7/EB.1 FOR REMOTE BALLAST SFECIFICATIONS AND WIRING SY:,iEM. 14 CONTINUE CIRCUIT TO TYPE S02 STEF LIGHTING, REFE=R TO E2.1. `-_-- - - 15 PROVIDE PHOTOCELL SENSOR COMPATIBLE '�,'TH DIGITAL MICROWATT SYSTEM FOR EXTERIOR LIGHTING CONTRCL. - PROVIDE WIRING PER MANUFACTURERS RECOMMENDATIONS. I i SITE PLAN ELECTRICAL Eo.3 SCALE: 1" 20'-0" - Re inions Date [drawing Title 19 May 2003 SRG PARTNERSHIP INC ��;�`�� PRI��i �e1eSITE PLAN ig 2216 E•LE�'TRIC:II. 0011 S.N. 3rd Avenue New Tigard Library 8608 Portland. Oregon i Cumsultant Project No Hall Blvd. 13500 ARCHITECTURE PLANNING INTERIORS ' e3.2202921 Construction Documents oc�, _ t �� , BUPzoo3-ooa.,, ® 503.228..011 I 110 01 125 P,tE Consulting Engineers Inc. FAX 503.22H.293O 0 OlY Drawn b`. Drawing No 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 1� <�_ TCN ^ -� hO 3 T:503.222.1917 F:503.294.0272 www.srgpartnership.comIff Tigard,Oregon FjQT A. 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A01a X A01 A01 AOr E C EA L L L L L SO9 S02 S02 X X ;ee _4V; N, (1.6) NOTES: 01 GRAFIK EYE CONTROLLED LIGHTING ZONE REFER TO SPECIFICATION SECTION 16570 FOR ZONE WIRING FROM CONTROLLER TO LUMINAIRES. (D600 WATT LIGHTING TRANSFORMER. MCUNT IN ACCESSIBLE CEILING SPACE. 9) REFER TO SITE PLAN FOR CIRCUITS. PARKING LOT LIGHTING. 04 PROVIDE BODINE GTD GENERATOR TRANSFER MODULE TO SWITCH LUMINAIRE TO EMERGENCY POWER SOURCE UPON NORMAL SOURCE FAILURE. WIRE PER MANUFACTURERS RECOMMENDATIONF MOUNT DIGITAL M'rROWATT CONTROLLER NEXT TO PANELBOARD THAT SERIES ZONE. REFER TO DETAIL FOR LUMINAIRE WIRING. (DCONNECI 10 ZONE 13 DIGITAL MICROWATT CONTROLLER, SHOWN ON E2.2. FIRST FLOOR PLAN LIGHTING SCALE: 'A" 1'-0" Date Drawing Title 19 May 2003 FIRST FLOOR PLAIN PRProject No S R G PARTNERSHIP INCI N,& 2216 LIGHTING 808S.W. 3rd Avenue 1'�1 ew Tigard I-Abrary 6-8 Comultant Prajmt No Hall Blvd.13500 Portland. Oregon BUP2003-00211 97204 24,10 117 of 125 nw N., ARCHITECTURE PLANNING INTERIORS SU3226.2921 Construction Documents 0 hV PAF Consulting Engineers Inc. FAX 503.226.2930 �0, TON 0, 22. 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 Checked by 14 Tigard,OrLgOP T A. E20 T:503.222.1917 F:503.294.10272 www.swartnership,corn 960 MIRES 6-30-04 NOTICE, IF THE PRINT OR TYPE ON ANY r 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT 1S DUE TO Tilt:QUALITY OF THE No 36 ORIGINAL DOCUMENT I 1 2611, 11 0 po 4 (2�7 T CLIP NA _T1 2 -LIZ T; 1 2 112 12 ro 71, X "Co, PANE 1 A] L L F 0 7 F07 0 A111, alA11 b 9A r 12 /A 0 4 ODP 4 ACI -7 cf� al T (16) '2 ) (2.7 I I I I I I I I I I CAP War }- I ► I DPoI sAD2 DPOI \ 16HT ON + DP •A02� ��, P01 rR02 IT 33,35. DPOI •A02 29DP01 p1*A@O LEGHFFING1 PWR BUSTER �P1151 J @ I _: - ._ ,^•-�•_•��lL�` �,,....- .�.�c � H N ONTROL UNIT`�� y atiT_- 11i h { i1 I r u s , c 12 I 12c I 12c I 12c 12c I 't'2r 1 N 1211- TIC c I 12 12 �' 12c c 12' t2C,�. 12c I F1 1 ' ! 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I - — , 11 I 1----�-' —� - . 12,' - MAW - I o T tT 1� 5 ZONE 12 ` I Ln u, / C �C . l i ter, _ J( 1 I , G ..._. ,: — - + ,• - ,----,— ZONE 13; -- -- -- _v � J J I :ate - I �� ' F11 -- \ 2 ___1 I I J 1 J J I - 1 22 �G s: J i DPO3 DP03 ( p J MO J Rol J MOl �=1 — _ : J J I I J J (I ❑ 1 L2 61 TUVIr 1D 2 ►' 1 . , �cl — — — I fl - I PANEL J JJ t^ 2 � 2 - 2 2 I _ - CLcsF-T \ PANEL P2A j Fu I• 1..__.___..-. _ --_._-___, _. J � _ '�-- PANEL M 1 t I 1 _ Li I J_ — ' 6) GENERAL NATES: `. J `'_"` �, Z i NOTES: rs 4 ' i \i 7 ' $ 1. III AREAS WITH EXPOSED WOOD CEILINGS, ROUTE CONDUITS CONCEALED 0l GRAFIF EYE CONTROLLED LIGHTING ZONE REFER TO SPECIFICATION SECTION 07 PROVIDE BODINE GTD GENERATOR TRANSFER MODULE TO SWITCH `- ABOVE WOOD CEILING IN INSULATION LAYER, COORDINATE ROUTING WITH .ARCHIIECT. 16570 FOR ZONE WIRING FROM CONTROLLER TO LUMINAIRES. LUMINAIRE TO EMERGENCY POWER SOURCE UPON NOR MhL SOURCE FAILURE. WIRE PER MANUFACTURERS RECOMMENDATIONS. 02, CONDUIT ROUTED INTO BOTTOM OF SHELVES THROUGH FLOOR SLAB. ROUTE CIRCUIT TO STACK LUMINAIRES USING MC FLEX. ® CONNECT TO EMERGENCY LIGHTING CIRCUIT IN AREA AS SHOWN ON E2.1. 0 TRANSITION CONDUIT FROM ABOVE CEILING TO BELOW FLUOR SLAB THROUGH INTERIOR WALL. 0 PROVIDE 600 WATT LIGHTING TrANSFORMER. 277VAC TO 12VOC WITH ti SECONDARY BREAKER., Q-TRAN OR EQUAL. MOUNT TRANSFORMER IN ACCESSIBLE CEILING LOCATION. 50 MOUNT DIGITAL MICROWATT CONTROLLER NEXT TO PANELBOARD THAT SERVES ZONE. 60 PROVIDE JUNCTION BOX IN CEILING SPACE BELOW FOR FUTURE STACK LIGHTING. SECOND FLOOR PLAN — LIGHTING E?.2 SCALE: t/e" - 1'--D° Recisions Date Drawing Title 19 May 2003 SECOND FLOOR FLAN SRG PARTNERSHIP INC `' ��R� F� PR(�' , Project No ® 509 ort 3rd Oregon New Tigard Library r�� 8608 ' 2216 LIGHTING Portland. 4-2 26 Vrow l"oasoltant Project�a Hall Blvd.13500 ARCHITECTURE PLANNING INTERIORS � 9v20a-2azs s03.22e.29zt Construction Documents �� 6UP2003-00211 621 SWMorriscn Street,Su' 200 Portland,Oregon 97205 I'AE Consulting Engineers tae. FAX 503.228.2930 t.eof t25 Drawn by f h-els Ine�,� �0, 4 • 22, �` �� TON T: 503.222.1917 r:503.294.0272 www.srgp,1rtnershia.cotn TIgIiC(j,Oregon �RT SJ tbecr) B E202 EXPIRES 6-34`OA _ NOTICE: IF THE PRINT OR TYPE ON ANY �r1Ir1IIIt III III III III !II�'ILI�III III'11! I II111 Ili I�f f11 Ill lit iLf 1111111111II I{I 111 III I{I III I{I1{IIII{III IIIIIIIIIl l i11III11l I I III IIIDIAD{IIMAGE IS NUT AS CLE,�R AS THIS NOTICE, I F) I 17 I I I I �I I.-�b . I 11 I! 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I P1BA _-�i-- 14. --?"_ -�___ I I I 21. --_- I ,=, 1 ` GFCI - P1BA 121416. ,�.. _.. .__ _ ��_._.. . --- -U - � I r _ B-1 -" I % _ FOR CAT1L_. ____ _ _ -- -_ ;F _ _ r t 12. 38 16. I 16 18. I-;� � 16. I I I - -._._ . _ -. J Q�GFCI i, ; + , GFCI WP I__ 1 y` _ WP �''.; ! ==' WP GFCI ~' I ' 30. GFCI �j,,.c. t .r''•• - 1 �1 '••-- - ..,,mow--- .�... I � i I I 6 I I I I GENERAL NOTES: `-"NOTES: 1. ALL FIRE ALARM DETECTORS ARE MOUNTED BELOW CEILING UNLESS OTHERWISE NOTED. 01 PROVIDE GROUND BAR. SEE DETAIL 2/E8.1. 0 PROVIDE 11/4" RIGID UNDERSLAB CONDUIT TO INTERCONNECT SECURITY PANELS. POSITION 15 HOMERUN ROUTED UNDERGROUND BACK TO PANELBOARD. PROVIDE RECEPTACLE ABOVE SUSPENDED CEILING FOR FUTURE 'WAP' SYSTEM. STUB-UPS PER MANI'FACTURER'S RECOMMENDATIONS. 2. REFER TO A/V DRAWINGS FOR ADDITIONAL INFORMATION ON A/V EQUIPMENT AND 20 LOCATE IN ELEVATOR PIT. 16 REFER TG MCC-A SCHEDULE FOR CONDUIT AND WIRE SIZING. �3 ELECTRIC DOOR ACTUATOR AND PUSHBUTTON STATIONS. PROVIDE POWER CONNECTION ELECTRICAL INSTALLATION. 10 PROVIDE FLUSH IN FLOOR JUNCTION BOX WITH COVER PLATE AND 99 CORD FITTING FOR CONDUIT, WIRING AND WALL BOXES FOR PUSHBUTTON STATIONS. PROVIDE WIRING 30 LOCATE ABOVE ACCESSIBLE CEILING, POWER CONNECTION TO SECURITY UNIT. REFER TO MANUFACTURERS INSTALLATION i r CIRCUIT CONTINUED TO LEVEL 2, REFFR TO E3.2. TO PUSHEUTTON STATIONS PER MANUFACTURERS RECOMMENDATIONS. 3. DO NOT ROUTE ANY ELECTRICAL CONDUIT, CABLING OR ASSOCIATED APPURTENANCE INSTRUCTIONS FOR EXACT LOCATION. IN AREA DESIGNATED FOR FUTURE BOOK DROP CONVEYOR. SEE ARCHITECTURAL DRAWINGS ®VERIFY EXACT LOCATION WITH ARCHITECT. i8 SEF A/V DRAWINGS FOR FLOOR BOX SPECIFICATION. 04 BATTERY OPERATED REMOTE ACTUATOR PUSHBUTTONS, HARD WIRE CONNEC110N NOT FOR EXACT LOCATION. 11 ROUTE CIRCUIT BACK 1-0 PANELBOARD VIA LOW VOLTAGE INTERFACE LOCATED ABOVE MAIN A/V REQUIRED. I 50120 VOLT CIRCUIT FOR CONTROL. JUNCTION BOX. SEE A/V DRAWINGS, 19,RECEPTACLE LOCATED IN BASE OF STACK. SEE ARCHITECTURAL DETAILS . FOR MOUNTING. ©VFD'S FOR HWP-3 AND HWP-4. 0 ROUTE CIRCUIT BACK TO PANELBOARD VIA TIMECLOCK CONTROLLER, REFER TO DETAIL 5/E8.1. 07 PROVIDE SIZE 1 COMBINATION STARTER IN NEMA 1 ENCLOSURE FOR Er"-3 ON ROOF. 13 3/4"C., 3#8 1#10G, 20 PROVIDE RECEPTACLES AT MAIN ,4/V JUNCTION 80X, RIFER TO A/V DRAWINGS. ®WALL OR TRAPEZE MOUNT TRANSFORMER. 14 ELEVATOR CAB POWER DISCONNECT. 21 REFER TO A/V DRAWINGS FOR EXACT MOUNTING LOCATION. FIRST FLOOR PLAN - POWER F3.1 SCALE: 1/8" = 1'-0" Rcisiuns Date Drawing Title 19 May 2003 FIRST FLOOR PLAN SRG PARTNERSHIP INC � _ �� Ra`f Project No 808 S.W. 3rd Avenue New Tigard Library - �`��©sob °y '�I6 Hall Blvd.13500 Pv`tiER Portland, O- N"" l:r>_cullant Proper No BUP2003.00211 i 1647 119 01 125 01218.1428 Construction DoCLIMel% 1 ARCHITECTURE PLANNING INTERIORS 503.228.11121 � OREGON Drawn by Drawing No 1 L I'Ill ('„nsultind Engineers Inc. FAx Sa3zzti.293o TC � 621 SW Morrison Street,Suite 200 Portland,Oregon 97205Iff ' 1gl' w� T:503.222.1917 F:503.294.0172 www srgpartnersnip.com Tigard.Oregon �Cl\4T A. c�� Checkedby E3 , EXPIRES _6-30-04 •;w,w;_y,paA°.i:•.in1NWMY:1.9rf':bMu.RN.sWNIYLMIt',vw aWIIIM•v✓ra•R•.•:••, r . ....: .:`.:"i.: ..:..'iK' -':: p. .'R'*Yii^is."..^i.,$`rh•1?kk7M�lYtt'.`. ?t .. '.:-;c�.7ArV1mtT.i';:'", �A'=°M ll ..:.e..w ..,.,, ._....+r.y,....a.+an-...... nw,n,':Yuf•JRhJ/!"6Rri, <-•-S Y ,.,,4'y'"""'t'^.rtlA1N.X4'�MWr. .5.,.v..,.:. h„_. .,.+4 n - 'i....._. .-.,-:.k__.. 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I I 11315.. 7,9,11. I c� d- ' ' �I II�I�I�I�I� I ► 10.. tl � 10. ' TYP.QS -ti --- - ' P 25. , 32. 4',�_ 1 I F!C.T1CN I I ` 1 1 11 7 t�_ S-' 27 i r !r 1 1111 I III i i 10. � �.�'I //�� -. �-� TI P2A �` ``R I a �_�YP. I , I P2A 1. _....--%'• �, �- _ .�-•-� 1 � I +: 8,10. i' ��'�'/ 29,314 L .^ 5 cI L I I { . �1 I � � - rc PROJECTOR 27. IllI Illm i Pte ' c I 12,14,16. I f I� _ -_ �, 22. -I•- I 3. :'SCREEN I 36. P1B8 �P�� -/,--COPIER - - IG F �, 3i1 1 (�"• 1 I y - Er-5 12,-; 12. 14, 14_ 1& .; � I { I 27. 2 r 1 i; i 1� I I .1 I '10. P2A E6.2 --_- lel �1 � ,ter ' _ 11 I �I �I- 6pI I 26. - I - - - I-a F ftp, F - P r , fr• _ _ 317.; I �' rw r. avr IIIIII ( I �_. ............. f 22,24. �-- - I I '? `�°t8�� 2Q 7 .�J20z;_i 28. L1J 5. 11. PANES E r;� 6>&. _�+ I _ . _ I - _ ;G ' _J 18,20. '� rourlb P1�8 f Tt�.aIyIN� PANEL F�, _ � 1133.d,�\� r+c K �cCM i ADULT I 1 QOCM I 8 ^� I I STAIR - i, PA4 r _ 22. 9 ( - _ PROJECTOR' ? PANEE 'T_S�` . MCC - I _ !- - ---- - - - L_ -� \ � _ --1 �. ADULT J �- -- �9 2- 35_IG P? h - 1 I I \� '•`/ 26. .;, 9 16 3� 33. 37" - r- �� _ .r�� _ I - 24., 24. oaeboN I � - r PZ�. 33,35,37. -� -- i PANEL l2 - III 4;%• I �Y �� , - � 13'15' = 18. � - I I Hie.,TaRr I � `'a'`U ( ' I 5 + , 15. J I I I r I l 2 I ' �J 14 _ -= ti I I_ - ` I 22. 13y_ 1't `> i' - 1 ` 10 lRa _ I ' t-�,c-- � -126. 26,28 I 13. IG 4�-r p?.� 33.' '~t 1 n IG 12 14. 1,3. 1 >: ; �I _ -� - - - ;11 1 .. y'2 - _ - - � .. �' - ,r- -- I G 3 4 9: _ 35./ _-_. 4___ ! c I 4 .24a 15. MDP '� .-- __ 28 28. 4 - _ - _ - __ - 1 ^'I M I B 1 - _ _ E. _- ��- _�_ J _ - ,,� -- J SECURITY CONTROL PANEL � - - - - - I - - - - - - -- - I FIRE .ALARM CONTROL PANE! ,,�J�.� ,:, ` +l �`•r. "`• 111 111 11 �I X,�. . I I, I I I I i 1h6 7 1 .5 I GENERAL NOTES: NOTES:. 1. ALL FIRE ALARM DETECTORS ARE MOUNTED BELOW CEILING UNLESS OTHERWISL NOTED. Qi PROVIDE GROUND BAR. SEE DETAIL 2/E8.1. ® PROVIDE 120VAC CONNECTION TO FIREPLACE FAN IF EQUIPPED PER MANUFACTURERS RECOMMENDATIONS. I 2. REFER TO A/V DRAWINGS FOR ADDITIONAL INFORMATION ON A/V EQUIPMENT AND 0 PROVIDE MAIN BUILDING GROUND BAR SEE ONE-LINE DIAGRAM 1/E7.1. 0 REFER TO E3.1 FOR CIRCUIT CONTINUATION. ELECTRICAL INSTALLATION. j Q WALL OR TRAPEZE MOUNT TRANSFORMER. 10 PROVIDE RECEPTAC ABOVE SUSPENDED CEILING FOR FUTURE "WAP" SYSTEM, ! 3. IN ,AREAS WITH EXPOSED WOOD CEILINGS. ROUTE CONDUITS CONCEALED ABOVE WOOD i CEILING IN INSULATION LAYER. COORDINATE ROUTING WITH ARCHITECT. PROVIDE A SURFACE MOUNT 6 OUTLET SURGE SUPPRESSER PLUG STRIP. LEIVITON 5200-PS SERIES OR EQUAL. w �5 CONDUIT STUBBED-UP THROUGH TABLE LEG. i © RECEPTACLE LOCATED IN BASE OF STACK. SEE ARCHITEw'URAL DETAILS FOR MOUNTING. (D PROVIDE SINGLE GANG WALL BOX FOR FIRE PLACE CONTROL SWITCH WITH CONDUIT TO FIREPLACE CONNECTION POINT. VERIFY EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. PROVIDE WIRING PER MANUFACTURERS RECOMMENDATIONS. F4i 1' SECOND FLOOR PLAN - POWER 1 SCALE. /e - 1 0 \ ------- ?tevisi0ns Date Drawing Title 19 May 2003 SECONI D FLOOR PLAN SRG PARTNERSHIP INC ' ' PN't x'`226 POWER ® New Tigard Library QaGboe�Q Hall Blvd.13500 e09 S.R. 3rd Avenue / Consultant Project No BUP2003.00211 ® Portland, Oregon /� w 120 of 125 r 97204-242,, Construction Documents o N 5o3.z2e.2o21 Drawn Drawing No ARCHITECTURE PLANNING INTERIORS E Cansultiug Engineers Inc. FAX 503.225.2930 by P,t 621 SW Morrison Street,Suite 200 Portland,Oreycr;97205 ® 22.�` �� TGN T • Tigard,Oregon `Q�RT A. SChecked by �1 . � � .L/ T:503.222.1917 F:503.294.0272 www.srgpartnershlp.com DMB 3 2 1 EXPIRES 6-•10-04 -� K;'-. :....-rrlAr•:i'y" .,7i::.+!:..:'Si"tT. ;... TJ"':%°�' ... n�"� si«ii: rte,.„.".-;:.W7 5::: . M NOTICE IF THE PRINT OR TYNE ON ANY 1r�11r 1111111 11!1111 dill 1 1llllll VIII t1111I1111111I11T IIIIIII II!If�! IIIIIII Jill Ill1111(IIIII I r�tlfll fllil 1 IlCitli !IrlI 11111111111q�111111[1111TIMAGE IS NOTAS CLEAR AS THIS NOTICE, I � � I "1I 6I �f ��l / IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT �� 9� 1B L► L! 6II �i I B ..II'' 'II�G �L 8i Bt 6t �t IIII IIII Illi llll�llll IIII�IIII IIII�IIII IIII�IIII lllllllll lull Illtlllll IIIUIIII Illl�llll IIII�II � � 9 IIIIIIlllff lS L toi,a tlU II111 fI 1 ppp- t�.y . ' i i 1 _ C0.9 1� 1.6) '�2> 2.7} � 3 ) � 4 ) � 5 ) ( 6 7 8 i I I &A� I � I � �• , �' i I ' � I 1 I I I `�.� I I I I I I0 I i l i I \ ( p .9 )-- , —__— ___ --. __ - J 1 ._._•—.—__ ._.._._ ... - . .__—._ _. ._ .._._.—._.- —. _ _.— �'L_.._Y� —__ _ -�'T_...___lL---•_1 '._.._i__._ .—.. _ -.�__._L %` � � zvzas - _ __—__. .— •e•: � \ � GFCI WPB i, l , _ PSA � �1t,' •, 1 i I ice. I I �I � � AHU-2 I `- -- --I- EF-1 { I I I u �� I I i I MCC I y3 l I G F C I '1 �',, � I I f l I ' ► ;I I I I I I � 1 _ ---_- _—_ — _ - I I 3 1 1 3 MCC—A C_ t GFCI (— `` ✓ t WP _ Tom \ I 1l QEF-3 1, 32-.-, PCR i I 99:3 `� / t 22. 1 ,\—" 101214. A,HU-3 , / I \ i I i 3 cc I.r L , -/`•Ix,11 _ •` 1 I II ,``\\ �' '`\,,`I. - " •'fes •' 1 k I---moi✓! I `- -.. f-- 1� .11 t� �`;`�•ice'==" =� i � � � � i I 7 i ; � 'r �X•` �1�1 1 1 � .5 _'� L i ; J� l ^ t � / l � 1 (! r (l SINGLE POINT OF CONNECTION TO CONTROLLER WITH SUPPI..Y/ RETURN aj FAN VFTS PROVIDED WITH EQUIPMENT. BY DIV. 15. I Z DISCONNECT SWITCH PROVIDED WITH EXHAUST FAN. I 03 REFER TO ONE—LINE E7.1 FOR CONDUIT AND CONDUCTOR SIZE. I U ROUTE CIRCUIT BACK TO PANELBOARD VIA MOTOR STARTER SHOWN ON E3.1. 1 ri _'� ROOF PLAN — ELECTRICAL i 23.3 SCALE: I/e" = 1'4' Revisions Date DrawingTitle 19 May 2003 ROOF PLAN Project No v5� t"e '% 2216 ELECTRICAL ,) PCG PARTNERSHIP INC PIV 908 S.N. 3rd Avenue New Tigard Library �� P 6o1 �� eet No Hall Blvd.11.300 Portland, Oregon BUP2003.00211 ARCHITECTURE PLANNING INTERIORS 97204-2420 �C�� cunsultanlPoi?5q� Ilk 603.229.2621 Construction Documents 12101 125 PAE Consulting Engineers Inc. FAX 503.229.2630 ORRG Urtw'n 6�. Drawing`4'u 621 SW Mon•ison Street,Suite 200 Portland,Oregon 97205 ��B �(�� TON Ti ,lyd,Oregon FiQ SChecked by E303 T:503.222.1917 F:503.294.0272 www.srgpartnership.com � � T A. DM5 EXPIRES 6-30-04 ---] 1 NOTICE. IF THE PRINT OR TYPE ON ANY III III III I I III III III I I III III III I I III III l it (h III I�i III I I lil I I I I I�I�l i l l i l�I i i I�jI ill I I I I I I I l i l III III III I IIIIIIILI I I I II111'111 11111111jIIMAGE IS NOT AS CLEAR AS'iHIS NOTICE, _ -- -. 4 � I I —___– L!1 I-_I_I g� I I I_�1 -I_I I I � L "I �. 1� 9L IT IS DUE TO THE QUALITY OF THE _ No 3e 0 �- -_ ORIGINAL DOCUMENT $ L 96 L6 G Z >rL $ 6 t6 Q i $t bt t t ►t Bt 6t t t 8 9 L 9 9 ♦ S G tolua 1111 � llliTlllll Illilli�liulu�uul�u�iu�ill�lul iu�llll�uulull IIllllull rlllllll lulllul Illlllu ill�ulllui�llllllul Illll�lull�l,�uld�u u��luu uulu�i �lu,�i---�1,�uluu►III�� I (Q.91 � (T6) _2 7 )�27 ) � 3� ( 4 � r5 � � 6, ( 7 ) 8 `� ► I I I I i I I ► A,t ( A }-- r 1 i ► -3/4'C. G It1 ,00 1 I `�` �1` #FOR ALTERNATE 5 THIS AREA, SEL ` I ` E6.1 I `'• ''. /~ .._ _.. / f\ „=r^ _ — _-1.—. � ` \ Ate-. I + ` I I I , ' , 3/4"C 3�4" • l A.8 3/I ("� r r —,— — _ ► %�- ', —— _ —®ill �%II�1®h—— -- II f�e I( F ^• F �� —I '----i 3/4"C. 3/4"C. + "\ 1� 11 , \A.9w \�\Y / GN L - '� - -- - - 9 - 10 t I ' A I IR v ' I _ /" .. I F F Q � �C/ � c�/'� I ®� -J - �- MAIN A/V -`- , O r i I TV J BOX , MAIN A i i ----� MAIN..A�(V _ � II� � i� `� �3 " �_' ' � I ��` I I woa�c d �� J BCX I _ I ! I [ O MAIN A/V' `; �' ��' Q (2)1."C. !II I (I - -�--�� IIIT I I \\� 0rJ_BO_1X I , L 1 �� I �a I I --,— - s/4 CJ i I I /,"C. C'--MAIM.~ � � : � `, ; � 'III r�. .�� 1 ` -_--- rLT i I t I — L_ '� � T�,� � �• � ; I MAL A/ 1 �,®�' �„ ao _ , a , I " ,3 , +I - f'1 J-BOX ` 13 \`�, A`,7c/ \ ._-. i _ vHILi. .' i5 �/4 C. j (,_ 1 p X3/4" \ �'' d I `L�t'' I 1 ✓ -�' �J' CONTROL_ " I v cI 1 O• �1 (''""� (mss' + J (2)1"C.(1)3/4_C- MAI" 2), C.(1)3/4 C. j I i �� 1 a A . 13. �.. (� ©_ � J BOX � _ a -c. MAIN A/V __ ___.. I r n (� � I � I I J-BOX 7 ,v O I Ij) !' ; �'�! I III I + I �a I III I III 'T' \ •�� I 3 -� , 2 TI`F �� i ,� (2)1"C• .+� ° 21 --fes_ I' r -�- *-� 1 I I I I ; rlcl�x $ - -�, _...,. 1 ,.—� + Imo` •I f3 - s MAIN A V _..t' l � = �--• j.�� _ I I I f I � Ali 13 (2)1"C`- / 1 a+60"� 0 ;11L +<e�t F,�- Y ©� (�� { • I - - - III 0 x li J-BOX rvc r---T---T- I + �"- I ► r-- MAIN A/V ,I-BCX +fi � � I __--� I I 3 , ; W MAIN A V � \ (� --`` 1..., --i• {- I ' J-BOX, _ ( l l J; ` sQ • MAIN A/V ! ! — o I I i ( 13 R� ve®I�,L� l C7 I •l I'' ' _ � -BOX '- MAIN A/V a ( +, f �' I _"--�"_' - - I O -�}. ~I MAIL LL ��c!�Ll-A�I !Q I I (6)1 C. J-BOK. r , i �.�� z� ` 16 uA,LLrLa� I I f r I v � - - - - E11 MAIN A �5 (� � � t�,a ---•. - � _..__-- - - F _ ..o._; 12 CABLE TRAY ABOVE .. ..INC Q I 5 181 (� � J-EGX t 1 -�-- \ +1 I =-- -,- _ t cuTH t I F ' -; + 3) STAX hORK AREA ( ( -;-"� _ � ri i ' �y r I - �`t-, F QCT I I i ,� • rri .J I 3 a `-�MAIN A/V J : t ' �=: t �• L 14 `�' ___ © \ I r, ► I J-BOX ry 1 CABLE N 1 ,%�- i I _ 1 J I ItiXm 'c �4 �� ( ' I t 1 ' IV , " I Q�LT— - L1-lam " G;R.,ULATION _�.. 10 F w --, TELECOM . �, r , _MAS s i In' I M r►, (l 3/4 C. >�Ia,c _ E6.2 RACK _ 0 - " _ -' ` 1 t , I COFFEEf © C3__t� ! 8 1 N ��' I C Imo, C ' I I I ♦60" n y - ` 't, E3 f — -- - -. , , � r TRY , / ..- 'r. •-r- 'lig LO Y I L= - � 1—� _ 1 , _ + `,�. ! - F r� - - -- 'l i I si� GIRC.L'LATIOx -- ; -�} • ti .�6Q"` I I (1 I r ,-�t—? ' 0 3/4 C. 3/4"C ' - I � • h , ply[//,'' ��. 9-... .v... - i r ` r I' %4A f I- ^�- 1-�- --- -A -\ rn) -C;� ❑ ` _ `~- �t, ti ® � \ -- - t' I I 1``Rr.i<.Y / L'R`�RY r� ; I ' I MnFx A � --� �ri��_= 13 FOR CATV t ' I '` FIRE ALARf� I - ---� - - ----_=--❑O 2,Y �', % ® -Z ) ` ;i ANNUNCIATOR _ - I-- 13/4"C. _- Q ❑ I - I l t Ng6" t -- - I _ _ ' _ - -—1 - _ _ --_ - �.—. _L=i _ _ ' EE_ i + _ '�•i i I J3 I V, L AN _ i — «—_ ^•rte*--;*- -- I - - •, 1 X�� j \� � 4 I i I GENERAL NOTES: _1 NOTES: 1. ALL FIRE ALARM DETECTORS ARE MOUNTED BELOW CEILING UNLESS OTHERWISE NOTED. �./ (3)4" CONDUIT SLEEVES TO IDF ROOM ABOVE. ® PROVIDE A 24"1-1 x 36" x 8"D ENCLOSURE WITH SCREW OVER MOUNT SEMI-FLUSH IN WALL 1O VERIFY EXACT LOCATION. 19 PROVIDE (1) 3'4" CONDUIT FORM CIRCul DESK TO PAGING AMP AT 24"'+ 2. ROUTE 3/4" CONDUIT FROM TELEPHCNE/DATA AND CABLE TV OUTLETS TO U2 PROVIDE INSTALLATION OF CEILING SPEAKER BACK BOX, PRODUCT PER A/V JPEUIFI CATIONS. PROVIDE (2) T1" BOTTOM,ONDUITS TO V IDF IDE (ROOM, CONDUITS FROM ENCLOSURE TO CEILING SPACE. 13 PROVIDE A 1" CONDUIT T TELECOM RACK IN STORAGE ROOM FROM FLOOR IN OF ROOM FOR MICRO PHONE CABLE. ACCESSIBLE CEILING SPACE. BOXES AND DESK BOXES. '0 4" CONDUIT FROM TELECOM RACK TO OF ROOM. I (3 PROVIDE A 4"xI5' 4"D JUNCTION BOX WITH SCREW COVER FLUSH MOUNTED IN WALL � PROVIDE A 3-GANG BOX FOP PROJECTOR WITH (2) 1"CONDUIT AND (1) 3/4" CONDUIT ROUTE 3. REFER TO A/V DRAWINGS FOR ADDITIONAL INFORMATION ON A/V EQUIPMENT AND AT 7'-0" AFF. PROVIDE (1) 2" AND (1) 1" CONDUIT TO MAIN A/V J-BOX. TO THE MAIN A/V ENCLOSURE. REFER TO A/V DRAWINCS FOR EXACT MOUNTING LOCATION. 14 PROVIDE 1" DATA CONDUIT ABOVE CEILING TO VENDOR STORAGE CLOSET. 21 (2)2" CONDUITS FROM MAIN A/V J-BOX TO IDF ROOM. RACEWAY ROUGHIN. PROVIDE WOOD BACKING IN WALL PER A/V DRAWINGS. I ® PROVIDE (1) 3/4" CONDUIT FROM LIGHTING CONTROLLER 10 MAIN A/V J-BOX. 15 PROVIDE (3)4" CONDUIT SLEEVES BETWEEN CABLE TRAY AND TELECOM ROOM. 4. FOR GGGR ACCESS AND CCN REQUIREMENTS, SEE SECURITY DRAWINGS. G PROVIDE FLOOR BOX AND CUSTOM ROUGH-IN HOUSING PER A/V DRAWINGS, PROVIDED CONDUITS TO LOCATION SHOWN. PROVIDE 2 DATA AND 2 PHONE CABLES/JACKS AT C PROJECTOR SCREEN INTERFACE, PROVIDE (1) 3/4" CONDUIT TO MAIN A/V J-BOX. 16 OFFSET CABLE TRAY TO AVOID DUCT WORK. EACH BOX. i 1(? PROVIDE A TWO GANG BOX WITH 2 GANG BOX WITH 2 GANG MUD RING 1 i REFER TO ROOM PARTIAL PLAN 1/E6,2 FOR FURTHER DETAILS. 0 PROVIDE A SINGLE GANG BOX WITH MUD RING, MOUNTED A 5'-6" AFF. PROViDE WOOD MOUNT AT 48" AFF. PROVIDE (1) 3/4" CONDUIT TO MAIN A/V J-BOX. SACKING IN WALL UNDER J-BOX PER A/V DRAWINGS. 18 PROVIDE AND INSTALL FLOOR BOX PER A/V SPECIFICATION AND DRAWINGS, �1) PROVIDE (1) 3/4" CONDUIT FROM DRAPERY CONTROLLER TO MAIN REFER TO A/V SERIES DRAWINGS. A/V J-BOX. t L 1 I . I FIRST FLOOR PLAN -- SIGNAL E3.1 SCALE: t/e" = 1'-0" Y Rcoisions Date Drawing Title SRG PARTNERSHIP INC �� PR�f�9ProJcoNo 03 FIRST FLOOR PLAN New Tigard Library4 rJ t N*,41 2216 Hall Blvd. 13500 SIGNAL ® 8608 Consultant Proieet No 122 oP200 i 25 211 808 S.11. 3rd Avenue V6 Portland. O-2426 9'2°°_2428 Construction Documents ARCHITECTURE PLANNING INTERIORS 602.228.382t v ® PAE Consulting Engineers Inc. raY e°3.226.zosu V06 N Drawn by Dma7ng No 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 �p ' ��`' �7 TON E4 . Ti and Ore on CChecked bT•503.222.1917 F:503.294.0272 www.srgpartnership.com g K /QT A. S Y oi� II EXPIRES 6-310-04 I' ....,. mom,•..+...-..............._-- . NOTICE. IF THE PRINT OR TYPE ON ANY til III III I�I I I I I I I�I I I I�jI I I I III I!' I I III I I l+l l l IJT III III III I VIII III III III III III III I I III III III I I I I l l- I l i 111 11 I l l III Illi0i 11 Ill ICI I l i l i l l III ill III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE. I it — _'--"1 I I 14�-I I i1 I 16� I S�� I I 11� IT IS DUE TO THE QUALITY OF THE: _ _ Na ORIGINAL DOCUMENT I F5111 � � � '111-11-11 � 12,IIII IIIIIIIII IIIllllll IIIIIIIII IIIIIIIIllilllll�llll IIIIIIIII�IIII1;IIIIIIIIIIIIIIIIII1III�LIIIIIII 1111 IIII IIIIIIII�IUIIIIII��IIIIIItilIIII�11III�IIII IIIIIIIII�III111-1 I'l F'11IIIIII IIII1IIII1I111IlT171 ll1llll�11I1111 111JI1111llJ1LI11llll11111J1llllllllill--ll�IIIIINU 1.6� (2 } ('117� a / L� T �. t I f I I I i I I I ( A Q � I I 1 I � 1 1 Y2"C. MAIN j"C I f, V J-BOX I �� (RM 101) 7:: *r7 I `` , �� ( •� , +. ' \� 4N- rrT) TICNI ,�� ry � jILAR � / e \ (�-'� GOIR.`'�tGE 4� J JI AREA \ _ . i -•C �.\ !—_ _.. ' ? ori cE 4 C. 2 /4 C. �Y� 3/4 C. 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SOY m� �� _. 1 171�� ' W ' _` f-A/1/ J-BOX ,. rI�iNINs 6 _ V i ^ � aEF�er�c>~ r i ACI,Lr I ROOM - - - _ + ivCRK 4COM 1 Q Ii STAIR E' � , r"'. - `� ✓� ` , ';` J - iC�''+��` ( `i^, - _ t''� 3 " •1'.'V46 - - ;lII —, - _ -a-='V • T`�- I�-a-r" - i� - _ /4 C. ( � �. III At7ULT I f I A, ,` 1— II ► L OREGON. 1( �.r ,� .1�IN - e t 4 1 L111 I AN` i J—BOX[a � I h I ' J — ' I, ( i I I �I j j �:� :� s ;�RCG I i.d`— \ L _i a r !_ I � ' I - 1 _ u l ( _ � � ��~\ I I 1 li TI101` ,'""'I i I C._' .. _=:� � i �' ��>✓I,. ^r; . h11,, ! 1 - - `_.`.Z� — --- �'--"'=—;— � � {��tl�-«. Ir_ -._:J � 13TYP. r _ .� � r._.�1._ _._ - -'` U CONTROL PANE=L ..._. � `fel I ►- __._ _. _ _._. .- � - _- ._ _._.. .� _ SEC RI1Y FIRE ALARM CONTROL PANEL - 05 MAIN A/V J-BOX 3 4 ) GENERAL NOTES: NOTES: 1. ALL FIRE ALARM DETECTORS ARE MOUNTED ALL FIRE ALARM DETECTORS ARE MOUNTED 01 PROVIDE DATA OUTLET BOX WITH BLANK COVER (FOR FUTURE USE) © PROVIDE A 3-GANG BOX FOR PROJECTOR WITH (2) 1"CONDUIT AND (1) 3/4" CONDUIT ROUTE 15 PROVIDE INSTALLATION OF WALL SPEAKER BACK BOX, PRODUCT PER ROUTE 3/4" CONDUIT TO ACCESSIBLE CELING SPACE. TO THE MAIN A/V ENCLOSURE. A/V SPECIFICATIONS. PROVIDE 3/4" CONDUIT TO FIRST FLOOR CEILING SPACE. 2. ROUTE 3/4" CONDUIT FROM TELEPHONE/DATA AND CCTV OUTLETS TO VERIFY MOUNTING HEIGHT WITH ARCHITECT. ACCESSIBLE CEILING SPACE. �} PROVIDE 12"W x f�"H x 4"D ENCLOSURE '".';TH SCREW COVER, FLUSH MOUNTED 07 PROJECTOR SCREEN INTERFACE, PROVIDE (1) 3/4" CONDUIT TO MAIN A/V J-BOX. IN WALL AT 18" O.C. AFF. 13 PROVIDE INSTALLATION OF CEILING SPEAKER BACK BOX, PRODUCT PER a. REFER TO OU DRAWINGS FGR ACDITIUNAL INFORMATION OPJ A/V EOJIPMENT AND ® PROVIDE A TWO GANG BOX WITH 2 GANG MUD RING MOUNT AT 48" AFF. A/V SPECIFICATIONS. RACEWAY ROUGHIN. 03 PROVIDE FLOOR BOX AND CUSTOM ROUGH-IN HOUSING PER A/V DRAWINGS, PROVIDED PROVIDE (1) 3/4" CONDUIT TO MAIN A/V J-BOX. CONDUITS TO LOCATION SHOWN. PROVIDE 2 DATA AND 2 PHONE CABLES/JACKS AT 14 MOUNT UP IN MONITOR. 4. IN AREAS WITH EXPOSED WOOD CEILINGS, ROUTE CONDUITS CONCEALED EACH BOX. PROVIDE (15)1" CONDUITS TO MAIN A/V BOX. 0 PROVIDE A 1" CONDUIT BACK TO OF ROOM FROM FLOOR BOXES AND DESK BOXES, ABOVE WOOD CEILING UNDER INSULATION. COORDINATE ROUTING WITH ARCHITECT. nr " 15 MOUNT IN WALL. COORDINATE EXACT LOCATION. �. ® PI�OVI„c- A SINGLE GANG BOX WITH MUD RING, MOUNTED A 5'-15' AFF. PROVIDE WOOD 10 PROS/IDE A 1 CONDUIT. STUBBED UP IN FURNITURE LEG, ROUTE BACK TO IDF ROOM. 5. FOP. DOOR ACCESS AND CCN REQUIREMENTS, SEE SECURITY DRAWINGS. BACKING IN WALL UNDER J-BOX PER A/V DRAWINGS. ( 6. IN AREAS WITH EXPOSED WOOD CEILINGS, ROUTE CONDUITS CONCEALED 5 " �? REF'_R TO ROOM PARTIAL PLAN 2/E6.2 FOR FUPTHER DETAILS. CO PROVIDE A 24 H z 3s" x 8"D ENCLOSURE WITH SCREW OVER MOUNT ��MI-FLUSH IN WALL ABOVE 'WOOD CEILING IN INSULATION LAYER. COORDINATE ROUTING WITH AT 24" AFF TO BOTTOM. PROVIDE (2) 1" CONDUITS FROM ENCLOSURE T:) CEILING SPACE. ARCHITECT. PROVIDE (2) 1" CONDUITS TO OF ROOM. 1 SECOND FLOOR PLAN — SIGNAL E3.2 SCALE: t/e" Re isiunv Date Drawing Title 19 May 2003 PROF , SECOND FLOOR PLAIN SRG PARTNERSHIP INC �� F� I�rnject Vd _ New Tigard Library �G' � Z�t6 S�G� 805 S.N. 3rd Avenue w, Oso ARCHITECTURE PLANNING INTERIORS G Portland,a r¢aae Cuasupnnt Poria,No Well Blvd.13500 Construction Documents BUP20U300211 503.228.2 30 1bbN 1:'3 0f 125 C,mullinq Engineers Inc. Fax 5oo.x2e.2eao GO �7rawia No �,c� Drawn by d3 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 pp � �1`�'' l� TGN 9_� Tigard,Oregon 6FRT q, SChecked by T:503.222.1917 F:503.7.94.0272 www.srgpartnership.com - DMB E402 --- EXPIRES fr10 04_� i NOTICE IF THE PRINT OR TYPE ON ANY r(I i l r I l t'I I I I(I III I l t I I III III III I I III t l l Ill Ill 1 11 III Ill I I III III Ill III I I III III I I III I I! III III 111 III III I I III III IIIio II III III TIT l I j 1 I ! ! I I I ! I ! I I ! IMAGE IS NOT AS CLEAR AS THIS NOTICE. I_ �1 I __ l _. I1 I 4� I �jl I 6L I "�'( I 8� ! I L I IT IS DUE TU THE QUALITY OF THE _ No-36 .a31ta? .� a.,,, +.w.n wrir4 . ORIGINAL DOCUMENT — IIII IIII�I�I!I�lII! lIII�!! ! Illl�llll IIlI�ICI IIII�IIII IIlIIIIII IIII NIIIIIII�IIII III! IIIIIIIIIINN Illl�li�tili III Illi�llll Illljllll IIIIIINI Hlljilll�i►►Illlli►11i(Illi�ll>.�►►II illl�l�lljllii illl�illl ilillllll 11I1�11111191i1W y tlllWlllLllillLllhll !NI! ( 09,� 1 2 27 3 4 5 6 A" l 7 A ,Y� �v� 2 14. ,IIi �N �II �-�o.� DMW h�' 4A.8ZONE 13 A.9 r I -A LAN& 2 �I� j � (l i .� QcoKS� 'f' �� I �I� ' 1 � ill ! 'l i' I . ► �MW 1. r .............. FI 1 _ u ' r..l.o�.�M! �� ITB �,; TYPICIAL� Li -I,D2 12 oil ITBiq 11 II F11B F1iB F11B F115 DMW 12. 11B F11B F11B J J ZONE 12 j-1D JE� TEK=0_ PE HALL)NAJ T WORK AREA 4 INTERIOR ION -7 IF ,Bey d CIRZULA'MON RK-1 -CM .5_1 k K C _J T4 C'R�ULATIIV -7 -VRC-ULATION PANEL P18 /-03 -T ----------____ 'E, — 11 i NOTES: 0 PROVIDE CELLULAR INFLOOR RACEWAY WITH PP"1_SET MOUNTING AT 24- GN CENTER. NOTES: 01 WALKEFCELL WCR1 SERIES (FOR RACEWAY) AND PK SERIES (FOR PRESET). PROVIDE LUTRON DAYLIGHT SENSOR COMPATIBLE WITH DIGITAL MICROWATT SYSTEM. PROVIDE WIRING PER MANUFACTIJRERS RECOMMENDATIONS. MOUNT DAYLIGhi SENSOR PROVIDE JUNCTION BOX. 'NALKERCELL 11/2 J8 SERIES OR APPROVED AT LEVEL 2 CEILING, PROVIDE VERTICAL ELBOW, CONNECTOR, ETIC. AS REQUIRED FOR PANEL CONNECTION. 02 MOUNT DIGITAL MICROWAIT CONTROLLER NEXT TO PANELBOARD THAT SERVES ZONE. PROVIDE VERTICAL ELBOW, ETC AS REQUIRED FOR SIGNAL CONNECTIONS. TEMPLE SERVICE PRESET, COMPLETE WI IH RECEPTACLE, TELECOM/UAIA OUTLET, WIRING AND CABLING. UNDER FLOOR DUCT WORK ALTERNATE 15 2 " L ROOF MONITOR SCALE: 1/8" = V-0" LIGHTING PARTIAL PLAN SCALE: 1/8" V 0" Re-.isionv 19 May Date Drawing Title 2003 S R G PARTNERSHIP INC P, Project No PARTIAL PLANS 1 2216 ELECTRICAL 808 S.W 3rd A� nue New Tigard Library 8P08 Pnrtland, Oregon Consultant Project NO Hill Blvd, 13500 ARCHITECTURE PLANNING INTERIORS llr%Mdp%� 07204-2426 BUP2003-002i 1 503.220.2921 ® P.1F. Consulting Engineers Inc. FAX 503'26.2930 124 of 125 Construction Documents Drawn by Drawing No 621 SW Morrison Street,Suite- 0 Portland.Oregon 97205 TICIN T:503.222.1917 F:503.2S4.0272 www.srgipartnership.rorn Tigard,Oregon hec ked by A. DMS E601 FF75ES 730-04 NOTICE: IF THE PRINT OR TYPE ON ANY ill 1!1 11111 Jill Ill 1 11111111 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 6 61111 'T- 21 "'Ton '�W-5 IT IS DUE TO THE QUALITY OF T!IE 7L No 36 9 21 11"T sy r 17111111 - 1 9 11111111( I J� I 1W 115;11 ORIGINAL DOCUMENT ►�1�1�I,�!�I�I��II�II� L,ill 1111T i Y �- (3)4" CONCUIT SLEEVES THROUGH WALL 37. 37. - L -- 34. ! EQUIPMENT t 37, 3 RACK 39,39 " 41. 2 2-C' (FOR TIGARD LIBRARY TELECOM/DATA/PCN) 34. SYRINGW/PULE �� 7. 1. PAGING 12" CABLE RUNWAY 12" AMPLIFIER- �j PROVIDE PAINTED PLYWOOD BACKECARD AROUND ROOM AND _ ON ENTIRE WALL. LENGTH. ABOVE EQUIPMENT 4. . 1 RACK, 7'-0" AFF11� i� - L2. � ' 12" Ctir'LE RUNWAY AROUND ROOM 2,4,6. o 34. 41, 37 PERIMETER AND AEOVE EQUIPMENT RACK. TTff J 7'-0" AFF TYP. 6 EQUIPMENT 5 j RACK Oil 2 ®EQUIPMENT RACK 19" RACK WALL MOUNT_ R f I (3)4 CONDUIT t 47C. (FOR CABLE N AND TV-PCN) SLEEVES UP 11191 I FROM BELOW 2 2. --- - 1 I i 2 2"C. (FOR BLUE TELEPHONE) PROVIDE PAINTED PLYWOOD L I 3 1 BACKBOARD ON ENTIRE 2"C. (TO A/V ROOM) LE8.1 PANEL P166 ----� WALL LENGTH 1 _ PANEL P1 BA 2 1"C. (FOR CABLE TV TO STORAGE 103) STORAGE ROOMS -- 37. o v c vu O 2"C. (TO BUS SHLTER) I 49-0 GENERAL NOTES: GENERAL NOTES: o f S o :a`� O 1. PROVIDE MANUFACTURERS TRANSITION HARDWARE FOR ALL CABLE c R c 115-192 0 RUNWAY SEGMENT CONNECTIONS AND INSTALL PER MANUFACTURERS 1. PROVIDE MANUFACTURERS TRANSITION HARDWARE FOR ALL CABLE E w SPECIFICATIONS. RUNWAY SEGMENT CONNECTIONS AND INSTALL PER MANUFACTURERS SPECIFICATIONS. !VOTES: NOTES: + c o0 MANUFACTURERS HARDWARE AND PER MANUFACTURERS (DATTACH CABLE RUNWAY TO TOP OF EQUIPMENT RACKS WITH 1 ATTACH CABLE RUNWAY TO TOP OF EQUIPMENT RACKS WITH t O SPECIFICATIONS. MANUFACTURERS HARDWARE AND PER MANUFACTURERS c c C f SPECIFICATIONS. PROVIDE 12" CABLE RUNWAY VERTICALLY UP WALL FROM CONDUIT c 0 0 E SLEEVES TO PERIMETER CABLE RUNWAY. 2Q PROVIDE 12" CABLE RUNWAY VERTICALLY UP WALL FROM CONDUIT SLEEVES TO PERIMETER CABLE RUNWAY. (D PROVIDE PHONE CONNEC?'ON TO PAGING SYSTEM AMPIFIER. 03 PROVIDE A 4-PLEX RECEPTACLE MOUNTED TO THE SIDE OF CABLE RUNWAY ABOVE EACH IDE ROOM ® PROVIDE A 4-GANG J-BOX AT THE PACING AMP PROVIDE A 3/4" CONDUIT EQUIPMENT RACK. TO EACH OF THE FOLLOWING AREAS: COMMUNITY ROOM MAIN A/V BOX, 2nd FLOOR TRAINING RCOM MAIN A/V BOX AND CEILING SPACE OF GROUP STUDY ROOM 200. ® REFER TO DETAIL 3/E6.2. i 05 PROVIDE A 4-PLEX RECEPTACLE MOUNTED TO THE SIDE OF CABLE: RUNWAY ABOVE EACH I EQUIPMENT RACK. © REFER TO DETAIL 3/E6.2. FIRST FLOOR IN ROOM PARTIAL PLAN 2 SECOND FLOOR IN ROOM PARTIAL PLAN 3 RACK ELEVATIONS E6.2 SCALE: 1/2" = 1'-0" E6.2 SCALE: 1/2" = 1'-0" E6.2 SCALE: 1/2" = 1'-0" 1 4 I f I t f I Rc isiuns Date Drawing Title 19 May 2003 pR �+,') PARTIAL PLANS SRG PARTNERSHIP INC ft'` 116 BUB S.W. 3rd Avenue New Tigard Library 8608�p z2ELECTRICAL Portland. Oregon I Consultant Protect No Hell Blvd.13500 ARCHITECTURE PLANNING INTERIORS 9722921 Construction Documents ` t � �� BUF2003-oo2t, 603.221226.2121 125 of 125 � 0 r.0 Drawn by 621 SW Morrison Street,Suite Consulting Enp.,ineers Inc. FAX 503.221.2130 e 200 Portland,Oregon 97205 � �p 9 , r, 41 [�� Tr-N, �'► T:503.222.1917 F:503.294.0272 www.srgpartnership.com6M Tigard,Oregon I RT A. S�� Checked by E)PRE5 ti-JO-04 E60 .,.....,,,:....;,,�au-:: -- 8 / NOTICE IF THE PRINT OR TYPE ON ANY rirli�:ll�lllll Illllll Ilil,� Illlllt Il1IITt�lllil r�rlTjrlirllil VIII I Irilill III�III I�Iltil VIII I Il'lilt III III lit Ill tit IyII, III til t�t11 t pit Ilt Illllll i�tllit ill i i i IMAGE IS NOT AS CLEAR AS THIS NOTICE, C _ _ 1 I _ I � I 6 I_ _ l I �l I I I - y� I 1� i I_ 11 I I J 0& j IT IS DUE.TO THF QUALITY OF THE Num ORIGINAL DOCUMENT IIII��IIl►►IIIIIlllli�Illil►►��III�►I►� ►I��► ��1►�Il��l►►� ►�I�� ►�►��I��►��i��l►►►��III� ►�li►►►►1��1� ►►��►►i�lt1l,��i�►��►��,!►I►►�I�� 1�� ►1.►.►i►� ►►11i11►1�I�Ii�II�uiiIW�II<<>I►h�I�i�l� ► I� s 7il,