Loading...
13500 SW HALL BLVD-1 1 (1.7 o Y T I I I I 1 I I t3' 3017' 3(71)" 30''-0" i, 30'-0 -� 2" ' - 15'-11 _ -- •--�'�- I ! I 1 ! T-7- ♦ I T-7" I I I i -�--- 1 101 PCI 20 TY'P I I G TO BOT OM OF BEAM I 4-L 0'PCEXTE ;R WALL 8 i PCl 2 0!BEYOND OF PARAPET FRAMNG TYP+28'-5' � L 3 PC120� r �I �I 8, OTYP�/ WINE 3/PC120TYPCURTAIN WALL I I I 6"18GAMETAL.STUD � 2 51 PCI 2 0 TYP ."1!"DOW OPENING 5/PC 0 TIP //;p!COW GPENINu WINI W OPENR�G I WINDOW OPENING / F WINOOW OPEN,II, --'---n WINDOW OFFh r- CMu WALL CMU WALL FRAMING 15'O C TYP ZA � �~ I D I ( I [ll - �, I ; I � 9A/PC120 �� ° __ PC1209AIPCI20 C120 PA 8,'CI20 4/PC.2.OTYP 8/PCI2OTYP 781!2 F' 4,;C 2-07 -2NOFLOORTO SLAB+1a' '' � I I I 2/PC12.0; I 8/PC120TYP 9A/PCI20 3/ C12.0-1•Y' 11. PC 20 E 9A'PC12220 E1'PCI-,0 3/pCl 2 0 TYP I 1 I - 81PC,20TYP 9'-8 1 8"TYP I ! � CMU WALL ; I I CURTAIN WALL CURTAIN WALL CURTAIN WALL CURTAIN WALL CURTAIN WALL - 8••18GA METAL STUD - ! I I 5 i PCI 2 0 TYP I 1 i 5/PCI 2A TY✓P 1 DOOR ' PCI..0 TyP DOOR ; 1 EtTERIOR WALL BEYOND I I i f I i FRAMING�' 13"0 C TYP E05 __ =P1-1120 i i Ei0 I ; i i 1 IS;PCI201YP I TFLOCR T0�lr8.0'v' I I 9-1133" I I I 1 5'-3114" I 5'-31/4" � I _ I S-�l 15.31!4' 1 5J 1/4' �'1J 174 5'•2 3/a" 5'-0 7/8" T-10314' 1(7-81!7' 15.51/7 1(7•ti1R" 15.5117 .J'-01/7 15.51,': 10'81/7' 15.51/7 1(7-8117 i-81,4' ANGLED VIEW ' SOUTH ELEVATION -0ya' OE r ! CC (B A Al CD CB) I 1 I R 1�9 37-0 I (A' Ar t 1111 `>=-s11".,.i. I 1 1 i I I I B'8 7,8.. I I I I ! I I I I I I I I I 1'-0 7/8' I I J I 1 5'•9 7/8" I I SEE NuRTH 3 SOUTH ELEVATIONS I I - 1 FOR CLERESTORYFRIMING I 1 131 PCI 2A I BIPC120 � g--PCI 2OTYP I 8/PCI20TYP I ! 113/PCI 2.0 B/PCI 2.02.O TYP I 13/PC12,0 - �SIPC120 OP OF PARAPET FRAMING TYP+28'-5' 6� TOP OF PARAPET FRAMING TYP+28'•5 MEN mmm WINE1 Ion Immm `i I � I B/PCf 2.0 TYP I 3 PCI 2 0 TYP I rn I I a iI °I °I I I CURTAIN WALL Imo- TBD TBD I ' 16GA METAL STUD FRAMING TBD I CURTAIN WALL O �+co I I CURTAIN WALL " > n D I I ®18"O.C.TYP J� WINOOW OPENING I 5/PCI 2.0 TYP WINCOW OPENING �_v^ I TBL I I �z� 8"161:....�_TAL uTUD � I I DOD 8"18GA METAL STUD _- 1 I r FRAMING Q 18"O.0 TYPE9A!PCI 2.0 FRAMING 16 O.0 TYP i I ! ! aA PCI 2 0 I , "/PCI 2NDFLOOR T 0 SLAB+14'-T 9A/PC12.0 i 8 I 8/PCI 2.0 TYP 4!?JI2.OTYP I -- - I �CI20 I 31 FJI 2.0 TVP 9A/PCI 2.0 _ 8/PCI 2.0 TYP I 8l PCI 2.0 T1 P 31 PCI 2.0 TYP 3,f'12.0 SIM " 11/P�12.0 SRd I 8.'PCI 2.0 TYP 1 3/PCI 2.0 TYP j 1 i 8/PC12.0TVP 1 3/PCI 2.0 TYP I I ITV-8 I 1 - --------' I - 1 9 8 1iB"TYP I CURTAIN WALL I i 5/pc I 2.0 TYP CURTAIN WALL CUR'A N WALL dURTAIN WALL 5-i tr7 I 5 PCI 2.O TYP s,' PCI 2.O TYP I I DOOR DOOR i DOOR � BE, I 1 I I 1 E 7 121 PCI 2.0 E03 E04 j E08 ! ❑ B 18GA METAL STUD ' ! j I I 5/PCI 2 0 TYP I - -� I j I 1ST FLOOR T O SLAB C tT I 15!PCI 2.0 TYP 5 1 2 TYP 1 I FRAMING g 18 0 C.TYP 1 I I 1 1 _ p;A 3;4" I i +3/PCI 2.0 TYP I 1 i g ANGLED VIEW j f- BEYOND Gr-2 18" 15-3" 10'-5 1/4" 5-8 117 19-31,7 5S 1/2' tti-9?:8" - f- 11'101/8" 1'-97/8" OE 4'-27/8" 5-8" �3„!8" 17-31/7 8'-51/4" 1.8- 1r-3 1/2* ANGLED VIEW _':AST ELEVATION - LIBRARY 2(7-31,2• WEST ELEVATION - LIBRARY :TS NTS - -- - I I I I I I ! r71PC12.0C I 14/PCI2.0 1 1 I 14/PCI 2.0 ! - r8/PCI 2.0� 8/PCI 2.0 TYP 1 ­PC I I MONITOR r 13/PCI 2.0 SIM 8/PCI 2 0 TYP 13/PCI 2.0 SIM I 9 PCI 20 TYP J i 131 PC12.0 i LLL--- I I TOP OF PARAPET FRAMING TYP+28'-5' 1 1 (' 7 mmm IEEE 3%PC[2.0 TYP I 1 I I j 13/PCI 2.0 ! I I I I - CURTAIN WALL I - B'18GA METAL STUD 1 ! j CURTAIN WALL j CURTAIN WALL I CURTAIN WALL FRAMING a 18"O.0 TYP //�� I WINDOW OPENING 5/PCI RA TYF WINDOW OPENING 1 I I L11 B/PCI 2.0 TYP ,(� I 5/PCt 2.0 TYP F-1 ❑ I ^� I 5 PCI 2.0 TYP 1 I 1 I 1 9A/PCI�20 - 9A/PCI 2.0 C 9A/PCI 2.0 8/PCI 2.0 TYP 4 PCI 2.0 TYP I I D 9A/PCf 2 0 CMU WALL I CMU WALL _ I n I j I 8/PCI 2.0 TYP 3/PCI 2.0 TYP I I E _ 8"16GA METAL STUD _ - i 1 I Q I z _FRAMING 16 O C TYP -F-:-L 3/PCI 2.0 TYp I n n 1 I D I n I I I C c 1 I CURTAIN WALL 8/PCI 2.G TYP I 5!PCI 2 0 TYP I S/PCI 2 0 TYP D y i CU 'AIN WALL I I I I Z 51 PCI2.0TfP J I I I I > Z> I I I I 15/PCI 2.0 TYP I r i I I� I -�I I♦-1' -- �31i4' TBD 13'-1718" 1T-1" 6-178 I 1(7b Ir,- 1' ~- 24'-3 3,4" DANT GLED VIEW''' ANGLED VIEW V- ANGLED VIE`N '.i c" 1'1 34" 1'-1 7.8" a hH ELEVATION ♦ 10'-5" • ;..i':a!�Alco- _,,. HOFFMAN CONSTRUC 1 ION COMPANY Ills Trammitim hu lac n rcaricud for general oomrormtu co ,- -• . ...,:,L'S.l,l w d +Ith n,ntract uocumrnu.Contractor's review do�.s nut ;I,rlieve the Wridor Suhcontrrctor of reslwnsiblllty for 1 .umpll"nce wi,h s11 requltrmcros of the contract,Indudtng 1•--' b1 (�kK3 �itF`�su7mittn 0 Kpil ..•7'/-� _. _ zs�i�l ., gFVT NOTES: ILL EX ERIOR FRANITNG IS TO BE 6" 16GA METAL FRAMENG UNLESS NOTED OTHERWISE L ----_ _-- G11 Y OF TIf3ARty ,.":TI-.RD SPACING IS 16"L.C.UNLESS NOTED OTHERWISE :. TEROR WALLS ARE TO RECEIVE HORZONTAL BRIDGING AT MIDSPAN AT EACH FLOOR LI I"EL Apprevod........Alpa 6�...L1�.+A�....... Conoitionally Approved....................................( ): 05400 SUBMITTAL FOR ADDMONAL.PRODUCT INFORMATION For only tho w rk descdbed ir: Hall Blvd.13500 PEfiM1T NO LOO ^DQ Z-t/ v BUP2003.00211 Sea Latter to:Follow.... ( 1 of 4 A ech Job�ADdd��re`s�s: �t�f - aY(srtc�' 4AtOC _ _ TITLE EtTER10R ELEVATIONS DATE Se tcmber 12.2003 PAGE EFLO PERFORMANCE RFVISIONS CONTRACTINGINC to-I4-2.m3 KP _F 1 E�'16 NEW TIGARD LIBRARY 8015 SW HINZI ' R RD EXTERIOR FRAMING SHOP DRAWINGS TIGARD,OR 97223 T 503-684-5533 F 503-634-3627 i OFFICE COP NOTICE. IF THE PRINT OR TYPE ON ANY 111 111 III III III I I I I I f I I I III 11 1 1 1 111 111 r 17 r� l l r 111 11 1 1 1 1 1 1 1 Jill 11 11 I III III III �j I t I III III I IQI I I l f 111 111 1 1 111 III I J I I 1111 !I l l l f I1 1111 III V I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE. .I _I 1�I I l -I I I I-�L- I I -I- 16�- I I --I !� -I I I�L. I " I �I 1 I I J04t- IT IS DUE TO THE QUALITY OF THE "°�° ORIGINAL DOCUMENT £ L rlll�i LLeSZ6j6 L I �lIIIIIIIIIIIIIII11111111211 IIIIIIIII Ill li IIIIIIIII IIII�IIII�I III lilt lllll.11ll�lllllllll�llll�llll IIIIIIIII IIII IIII IIIIIIIIIIIIII IIII�IIIIIII!I�IIIIIIIII�IIII IIIIIIII Illll!lll �11�llll llll�ll!lllllilll llllillll 1WWI11111N111 -0QD2 . ROUGH OPENING. SEE BUILDING f1F1/ATIONS FOR SIZES VANES , W 16W FRAMING TYP j GRID GRID - 60aT200.54 W/(2).14.5 v''i? DEFLECTION I 1 } I EL VARIES a OPENINGS.SEE BLDG 1 I o-0+n• I IL VATION3 FOR FRAMINU DI►4s SEE BELOW FOR JAMB TO HEAD/SILL CONNEMON__^� DIA PDF•tr o.c. ' ' 1.7 h TYP 60GSt62-54 a+6.0 C-TVP 6007200-61 WI(1)110 ' --- j (2)600st62-54 CONT a(�eoo7tso s4 CONT f � SDFS a EA STUn i BOOS 15240 a 16.0 C.TYP ATTACHED H SDFS EA SIDE a 1r O C - -- 0'-8 l a-7 Sn' __I 60oT12S'S/OCNT W/0)talo ATTACHED TO FR AGG ABOVE W/(2)/10 / soFs•1r o.c.sTAGOARED 1 SDFS a EA SIDE a EA STUD --- -- -_ - + _ 1 E0'•1 ar6• - ----•-•-•-•-•--- -------•---•-----.-._._.- ` 60QT125--54 CONT WWI)010 i i 0 -_- - - - 1-' S162.54INFILL a CORNER � i i 16GA X 1r X CANT FLAT 1 -�-•-._. ._ a - I 1\ F(2) I COM W;6.OF FLANGES CUT .,DFS a EA SIDE a EA STUD HNED LY7WN ON JAMB STUD W/ STRAP ATTACHFD TO CMU f 600162-54•16'O.C.TYP FS•�'.JAMB , W/(,1).145 POF a 17 O.C. I ! 600T125.54 CONT WI(1)010 00051623/•16'O.C.TYP i i I SDFS•EA SIDE a Fa STUD IN (2)6'16GA STUDS T(P•JAMBS P)SOCS182.54 CONT&(2)6WT150.54 CCM W/(2)•,o SDFS EA SIDE• 1r o C. SEE DETAILS 3ePa 2.0 A 4rPO 2.0 FCO ' I ADDITIONAL INFORMATION SILL ATTACHED TO FRAMING ABOVE w/(2)110 I !IDES• 17 O C.STAGGAAED t d4 in• ( (2)6OOS1t2-S1 COM a 12)000715454 CCNT�, E.1 _._._..._. -._._._._..-_._.-._._._._._...-....-._._.L.__-_.-.--_•-.---._ W/(2)010 SDFS EA SIDE a tr O.C. EL VARIES a OPENINGS.SEE BLDG ._.. CX>FIIVECTION SIM ATTACHED TO FRAMING ABOVE W/(2)010 FRAMING I IUVATMS t SOFS a 17 O.C.STAOGAR[D 3 m , a . I/PCI 2.0 EXIT DOOR ALCOVE SOUTH 2/PCI 2.0 CO"IER PLAN DETAIL 3/PCI 2.0 TYPICAL HEAD DETAII. N,S 4/PC1 2.0 TYPICAL SILL DETAIL 5/PCI 2.0 TYPICAL JAMB DETAIL NTs xrs rrrs xrs • y •t j 25MI25.00 a IV O.0 w/(2)2WT125.130 ra t/2•To GRID c j ; ; /� j CONI a TOP&BOTTOM w/(t)00 SOFF, ! ; ,( 010 STUDSIXIT200-54 COW t) T O.FRAMING+21r-r e EA STUD FLANGE BOTH SIDES. I 1'-0 7n' j ATTACH TO 4•FRAMING WITH(2)110 I ; • I"l+ R j SDFS•16.O.0 6'IGGA FRAMING TYP EL 211 r 16GA FRAMING TYP I ` - i j r L4 X7 X 14 3A X 0`-0•AND(4) ; 8'•9i ' ' i ) i L4 X7 X14 GA X 0'-6'AND(4) (2)6'16C1A STUDS TYP•BR1CtC.fO1NT 6003t62'yI��a 8'� , 012 X 1R'SDFS AT EA.STUD ' i � q12'(1/2'SDFS A i EA.STUD a , ri j O.C.FOR WIND LOAD ' ! , ! j ATTACHED TO WOOD DECK � , ' 1 a-T ' I ' , 1 lir 1 1%2'PET 1RN c - , , --- " , VERT1CUP SLB 600(14 ON a EA TOP a BOTTOM R i STUD 1MTN(2)012 X IW SDFS 1 8" TOP 8 BO-TOM RIETLIRM ROOF ASSEMBLY, ASSEMBLY i j (SDFS SUPPLIED W/VERTICUP) ROOF ASSEMBI.Y -- ' ♦+� L4 X10.3 X14 aA X(Y-,r AND(4)#12 �+ (2)000316234 CONT&(210007150 64 CC+dT I X 1/r SDFS AT EA.STUD L4 X13 5 X14 GA X 0'-5'AND(4)-12 j 4003162-54 a t6'O.C.W/40OT15454 a EA (2) f10 SDFS EA SfDE ) 12'O.C. i � ' ' X 112'SDFS AT EA.STUD (i)600516234 CONT&(2)600Tt5454 CONI END W/(1)010 SDFS•EA STUD RANG ' , • 1/l3' TOP a BOTTOM a-0• a-0' 6'16GA FRAMING TYP W1(2)6to SDFS EA SIDE a 17 O.C. ATTACHED TO W000 DE'1C WI(2)0t0 , 6'16OA FRAMING•16' ( ) BOTH SIDES.ATACHED TO W000 DECK SOFS a IT 04,STAW ED O.C.TYP i+ ATTACHED TO WOOD DECK W1(2)010 FROM TOP SIDE FOR DECK EDGE SUPPORT , SOFS a ITO.C.STAGQARE9 i WD SPAN i i r IaaA FRAMING 9 1r CL BR1C;JOINT O.C.TYP 6'160A FRAMING 0 16- 0 C TYP SFE PCI 320 FOR MORE INFORMATION SEE PCI 3/2.0 FOR MORE INFORMATION 6/PCI 2.0 TYPICAL FRAMING @ BRICK JOINT 7/PCI 2.0 FRAMING @ CLERESTORY 8/PCI 2.0 TYPICAL SLIP CONNECTION @ STUD WALL Nn rns 9/PCI 2.0 RIGID CONNECTION @ HIGH R'TINDOWS 9A/PCI 2.0 R101D CONNECTION Ca) 2ND FLOOR LOW WINE; Is Nr13 rrrs i. E 1- 14'3 S/6• 0••7 Will 1 i i SLAB 600770034 CUNT Will) 7 � I n0 SDFS a EA STUD T.O.FRAMNG+26-o' 601245W/2 .145 d-1/Z _ II 4•-0310• j 1'•17/B' DUt POF a IT O.C. 1 f j ARlEB , L4 X7 X14 GA X a-0•AND(4) 1 1+2 X 1R'SCFS A7 EA.STUD 6. 600S162-!�4 a 12.O.C.W/ClDOT15454 ' 600SIS2b4 a 16.O.C.TYP ' I j a-0 7/5' I TOP&BOTTOM W/(1)010 SDFS•EA T.O.FRAMING+2W-r 145 PDF e i ecaTzo4sa CONT w/(2). ' �. j I � tiTUD 1R•/1NGE eoTH 3roEs �, , 117•DEFIJ:C7ICN JOINT -•- ---._.-.---_._._._._.-.._._._._._._._.-._ 1r OC,STAGGERED TGP a BOTTOM I TS COLUMN-SEE STRUCTURAL 600316264• tr O.C.wn0011S0 S4 ' 1 t/P RETURN , ' DRAWINGS uY SRO a Barmu W/(1)*to SDFS•EA I'l I STUD FLANGE BOTH SIDES A(2)010 ROOF ASSEMBLY ------- _ _ EL 1r-e Sm•• 1'-1 TA' I SOFS a EA STUD a TOP • ' I 6003162-54 a le-O.C.TYP W/ 6007125-51 CONT W.(1)HO ' j , ' ' , 1 SUREB'7AR0 SDFS a EA SIC=E EA STUD , 6OUT200.54 W/(1)010 SDFS a EA -- % 1 i STUD. ATTACHED TO BOX 1 ROOF ASSEMBLY J 6007125-54 CCM W(t)/10 SDFS a EA I 6r 1dOA FRAAR/VA 1 16' I I F�ADE'a W/(2)010 SOFB O 1r STUD FLANGE BOTH SIDES. I O.C.TYP ; O.C.STAGGERED , 6'16GA FRAMING TYP 1 \WOOD ELOCIOMG BY ATTACHED TO W000 DECK WI(2)010 i a OTHERS a 1r O.C.STAGGERED i ATTACH TO WOOD DECKING AND i (2)600S16244 CONT&(2)600Tt50-'34 0 CLOCKING W/(2)0 10:CAEWS o 1r W/(2)410 SDFS EA SIDLE•IT O.C. O.C.STAGGERED i ATTACHED TO FW.AINO ABOVE W/(2)010 i ''OFS•1r O.C.STAGOAAED ! I0/PCI 2.0 RIGID CONNECTION@LOW WINDOWS 12/PCI 2.0 GRID E18 CORNER FRAMING DETAIL 14/PCI 2.0 EAST & WEST WALLS @ CLERESTORY r.rs I I/PCI 2.0 STAFF ENTRANCE SOUTH �rs 13/PCI 2.0 CURTAIN WALL PARAPET SUPPORT FRAMING Mrs mm V-1 71W I 1 ' FIOCF ASSEMBLY 1 ""- 112"DEFLECTION JT 1 c-07200-84 ccrrT w/(2)010 e j IT O.C.STAGGERED INTO WOOD DECK i I 6005762.34 a t6'O.C.TY? j 1 1 I I QOOT125-54 CONT W1(2).145 DU POF I :J 17 O.C.STAOGEREC + 9'iFiAA FRAMING TYP� ! J. 51_x£ ,► -nM_EFRAMING DETAILS DATE mber 12,2003 PAGE 2.0 IS/'PCI 2.0 TXPIC'AL BOT'I'ONI TRACK CONNECTION TO SLAB PERFORMANCE ' REVIS1ON3 �fT"' COfYTRACTINGI� .- I6iPC'I 2,(1 WALL HEAD CONDITION @ LOBBY EASE' N�",W TIGARD LIBRARY N� so15 sw HINZIIICER RD EXTERIOR FRAMING SHOP DRAWINGS TiGARD,OR 97223 _ 1:303-684-5333 F:503-684-3627 Hall Blvd 13500 BUP2003-00211 2 of 4 ,± NOTICE IF THE PRINT OR TYPE ON ANY II -jI(f Ijt-l yllI_l I_lI l l ll ll1'I IIr III IJill+�I 111 1 tl l l I ItS 11111711111111111! _ -1.._•.-.._.. IMAGE IS NOT AS CLEAR THIS NOTICE, #31 4 l 121 Js IT IS DUE TO THE QUALITY OF THE � � _.,-,......_,�. / <� N No,36 0•-.-_W- 52, ���� �►�i ���� �I�► I��� uii �iI� ii►ilui► ��II� 6�� ��E►� ���� ���� Z���� ���T�G���II����Z���I t�g�iIlIt���II��8�I T�� �liiLi�lii�!ilil9i��ti�iiliii t l�i►�1tlii�l�iSii i�iiilliZ�i Tiiiilli�[i tiiiilil�tl�iilii�ll Ie;Iillliiii LL`I�ITI 9 wORIGINAL DOCUMENT E Z liliiLZ11I11BS11 Zl! uLL111�tIoN� 30X , • �ztil L� Cz,4LV. L 5x5x5,(b- LOOSE LINTEL AT STUD 3" MIN. BEARING WALL, NOTj -i J � EA. END 5,fAT �-IF' ft --GALV. BENT FE dx5x bxCONT. 0651 5 I s - "O ANCHOR SULTS BOND BE r - -- - - - - �' 'e - AM ----- � i REE 801 —� 6 GA. MIN. : 1 100 - 1 GALV. BENT 1`2 8x5x5/fbxCON"f. l `•• t` - - - %",0 ANCHOR 5CLTS13 t -- ill �: i __ _ _ Cx LV. L 5x5x5/6xCONT. ZA 1 - -�(Z) �b"� ANCHOR BOLTS w/ 4 E DED --M - -._.� - EJ �. L 3x3x•'� w/ '/;,"0 A301 5OLT TF ' G 5x115x0'-6" ' If I I TIIRU -WALL_ SCUPPER _DETAIL METAL PANEL HEAD AT EXTERIOR METAL PANEL HEAD AT VESTIBULE AT CURTAIN WALL HEAD 1 T=11-0" ��- „_ ,_ „ - - C5 - „_V- „ --- - - --- (,� SECTION�,_V- „ ---REF. 6/A8.4 3 -1 0 REF. 13/A8.8 1 1/2 - 0 REF. 12/A8.8 3 - 0 REF. 2/A8.2 AND 1/S7.2 Il AT STUD --Ih GA. MIN. AT STUD WALL, NOT` - @ 12" oz- WALL, NOT} AT LIP �.0��� AT LIP 0651 i I CMU WALL I I 1 I ,. : g'13 2 X i GALV. L 5x5x'4g, i -- I GALV. BENT fE 8x5x5,(exC0NT. ' � I I .. —CzALV. L 5x5-x5,f6 _... -� --�� LL H �6---`�`1 5 2 1 H55 bx4x'/, I LOOSE LINTEL i6 CSA. MIN.— \ I 1 1 _ STUDS 3 MIN. BEARING \\� L 3x3x'i4 I it EA. END 1 —t �� 1 , — _– f .TEs 5' 2-16iv LA I i ( ; 1 ?1 EXTERIOR �ECTION AT CURTAIN WALL T ( S; HEAD METAL PANEL HEAD AT LOBBY HOLLOW METAL DEAD DETAIL _ PARTIAL PLAN AT POCKET _DOOR 1 (:9 ., 6 03 — 3"" --1 -0 REF. 18/A8.2 3 =1 -0 REF, 14/A8.8 3 -1 0 — REF. 19/A8.3 1/4"-1'-0" REF. A2.1 AND S2.1 .r ( MOMI GAL V. BENT fP Sx5x5,fg xG0NT. Lu/ 5%"O ANCHOR BOLTS 16 GA. MiN. m 16 o.c. STUD AT �! � m 12" o.c. WALL, NO e. .. AT L f;' - .;` � If - ---- I -BOND BEAM RER 15,01 t - 5 �' I_.••„___,-.•_,� OA_v. BENT � 8x5x5�fbxGONT. I lO w/ sib m ANCHOR BOLTS _ L 5x5 I �•, '�� 4 2 1 -- f i - --GALV. L 5x5x5,(&xC0NT. �6 2-12 METAL STUD -- I i � ,,,,.<,• -- - L ,ox4xS�Sb' L 3x3x'•% t �-j i -4--7 I �00, 23 _ .OE S I 5 I I �•-�� � L 3?%x6x5�6 w/ (2) %"0 ANCHOR - _. . BOLTS H68 6x4 — I SECTION AT WALL SECTION t PLAN AT ANGLE TO STUD WELD METAL PANEL HEAD AT EXTERIOR_ CMU CURTAIN WALL HEAD METAL PANEL HEAD AT VESTIBULE AT BRICK SUPPOPT LEDGER 13 4 - - S Z I 1 1 � � � � �. 3"=1 '--0” - REF. 2/S7.2 3°=1'-0° REF. 9 A8.8 - .-- „_--�- , - -_-_---- -- ---- - �,_ „ _ _ ` - .1 3 -1 0 REF, 16 A8.5 1 1 2 -1'-0 REF. 10 A8.8 AND 3 S7.2 1" --1' 0" REF. 1 A3.3 Revi.wns Date Drawing Title SRG PARTNERSHIP INC 2Sn�.Yzoo-, ����Fo PROFF�s FRr1MING DETAILS Project No • New Tigard Library 1 NF '�� z2,� Nell Blvd 13500 �4' 10,517 ;�� �9r 1 BUP2003-00211 1 3 of cor4iant ProiectNo ARCHITECTURE PLANNING INTERICRS k9 ' Consulting Engineers 100% Construction Documents OREGON �°��202922nra,, JDr:t«7t 11V y�G( I3 <,/ MARL 621 5W Morrison Street,Suite 200 Portland,Oregon 97205 ttf SW 51h Avenue eRAq�Y MOy�`j Checked I',y S702 Sure 25X T hard, Ore,,,on ��P("and, Oregon 97204 _ _ -1 �• "I T. :_.1917 F 50-1-94.0272 www.srgpartnership.com _ 503-227-3251 tB � - [� 12-�31iC�4 NOTICE IF THE PRINT OR TYPE ON ANY I I I I I 1 111 I1_1I I_1-11-1 1 LI _I I I_I II I I I_I A_ I _�II 1 1 11 Jill 1 1 1 I,4IIl I _ I-�L11_11 1111 _1 1 11!j1 1 V I I I 1 11 V I I I II I'.11I11I I I-I--II �1_I111 11_1 III 111 111-1 I11 1111111 1 1^1 1,1 1 111111111 1 Q 0IhAGE IS NOT AS CLEAR AS THIS NOTICE, , IT IS DUE TO THE QUALITY OF THE Nu.9e a�sr__, / ORIGINAL DOCUMENT F, L 9S 6L 9 F1111111 fi�L �rz OL 8T tat GT T 4T T Si Lt TT t 8 G �9 9 ta' 3 Toru„ IIII 11111111111111111111111111111111111111I1111 III11111llllllllllll1llllllilill►111111► 111111111111111111111ill 11111111I11111�11►III111�1 ►11 I�1�I1111 IIII►111111111►11111►11►11111111�1�►11►11►111�11111111W 1111111111►Il►llllWlll111111ll1LL1111Luilllllllf1►11►N11I J I 3�6 i I 3- L bx4, LLH --- --` CMU WALL 5ie"0 ANCHOR _ ---- - - - BOLTS w/ " EMBED. H5S 6x4 5 `QEF. ARGH. FOR ---- 3X3 FLAT FLAT f3AR STRINGER LENGTH OF POCKET '�fs GALV. DOOR TRAGK W/44'-O ' 1=L:r BAR W G 12x20.lx2'-2 I /,� RUNG w 12'' o.c G-ALv. GAL v., \� I ANCHOR BOLTS 6 B, C.C. C= -- T.O. MASONRY :::-_ ......W::-..-::......: ��::_::: ::::::::::::::.:::. REF. ARGH. OPP 4" 211 TYP. o to I tYP.}-y--B— a _..-., _. T.O. ROS F DECK -- ---- FIEF. ARGF�. - ���•�� ELEVATION �-���� AZ' POCKET DOOR SUPPORT o --L 3x4xl/4 GALv. i8 -0 A301 BOLT THRU 3/4"xl l�2 VERT. GMU WALL SLOTTED HOLE ..._._._..._ L 3x3 + I I � %"mxr" ANCHOR BOLT AT to OF ANGLE L.E� EL. _ - REF. ARCH. —%"o ANc3HOR BOLT I — w/ 3" EMBED. i I _ I HIGH LOW ROOF LADDER END CONNECTION AT L 3x3 �-- 311=v–0" REF. 3/S7.2 i - 2x311x2'-0" FLAT BAR RUNG a 12 ROOF DECK - -` Cw/ GONG. \ TO PPING AT --{� 1i4x4x0'--1" M C 1/2" RET. TOP AND BOTTOM WF, REF. L-_- -' STRUCTURAL PLAN TYP.i 3�6 y4 3xl/z FLAT BAR J'4 � STRINGEt? k4 r CONCRETE ON t� —B 3%x3x0'-4" METAL DECK, ,,� w/ Ii4"0 HILTI KLUIK BOLT Lu/ 2" MIN. EMDED., �1 - - - (2) s 2" o.c. ROOF_ HATCH LADDER –0" RFF. 12/A8.4 Revisions Date Drawing Title 25 JULY 2003 FRAMIN DETAILS S�REn PRO Project�Je2216 Hall t]Ivd.13500 • V\ pSN�F' C, BUP2003.00211 SRG PARTNERSHIP INC New Tigard Library Cor:u:�uat Project No 4 of 4 2013J2 ConsultingPI Engineers 100% Construction Documents � '� --� Drawing No ARCHITECTURE PI.ANNiNG INTERIORS 9 � (j♦7E� N Drawn By r 13 MARL 621 SUV Morrison Street,Suite 200 Portland,Oregon 97205 111 SW.5ih Avenue lChecked B B M�y� Hy Suite 2500 Tigard,Orc,.io 1 MBM S703 12-31-04 T:503.;222.1917 F;503.254,0272 www.srgpartnership.corn L110 PorHend,, Oregon 97204 [she5W-22.7-32 1 r' NOTICE. IF THE PRINT OR TYPE ON ANYIII I I I I I I III I I I'I I I I III !I 1111 III III IIII 111 II I I I I I I l i 11 I I III III III I�I I I III III I I III III I(I I�I I I I ;I I'111 I I III III 11111 11 III III 1 1111 I IMAGE IS NOT.AS CLEAR.AS THIS NOTICE, -------IT IS DUE TO THE QUAL ITY OF THE No ae (II�IIIEIIII II8IIIZIIII Ill9L 6TL S lTZ Z �eT Bt LTORIGINALDOCJMENT tililli'l SlllLll11 111111111111111121�1111lliil !11111 T 9T 61 St LT TT o1 8 I G 9 99 T� I �S S I �T�sn� IIII�I!II IIII IIIIIIII!�IIII IIII�IIII II!I IIII III!IIII IIII Illllilli IIIII1111�1111 I!II�IIII IIII lllllllll�llll IIIIIIIII Illl�llll 111111I1�11111i111111W1lLlll I llllill!IIIII!N111