Loading...
Plans 1 IDICrt 2 n II:n U I 0 kf Is— .as a- XI eu NOV 2 8 2005 H9710 prom ) 0 IBS were, p e4 4 - E.a, Y0d0 (CPTIDN. 4e/1b) 4-4 /- CITY OF TIGARD �i B UILDING D IV I "H'�D (odrerfl6 k) Ill %. ,,,, H5I0 (a�na+ss �4ans) 1- STEEL TUBE muaM �� ` i • 3A6 / 3406 p ♦ , 3/16 / WO (0°fYfilF{a 4sbdAb) II , �� I Ach � � X !I 4. � (2) LtrAtINate Al � , , � 111;: -- =-------_-,__-_-_,_-_:_:, � ..d < a� (2) L4tB/IC ® �► •�!' ii IBM (�,�) 3 SOS ► NIA' 3 112. H Stii�l MO �� 10:10 lam) F!' 111 C 1 BBB � p ? lilt S I Ham MN NMI A A wmmrsae WE II %fJ sy wee r ,' I (2) 1.443X221 1.443X221 u re \ aaedlo 7 (s) I a4are�a — - ... - ..40, ��.�� ��` �. .pi 2 W— SE ECTION H DE CORNER • \ •. N ► C M► - ; ' E � ` ..�. -.n 4. is '�:''' i ' A � ° " '. & , ' ' x ssabana � "MA / - # ": •r °�• E � � 5 CONNECTION DETAIL ] � St O SGILb11T5. �� � ® COLUMN CAP DETAIL 033 usso230 ❑ Concrete ®�d ReinforcingReinforcingStee 6 ��� Mg ❑ B Installed in Concrete ydIFN.TS� �, + ❑ Special r orne�nt - 82eys rye -;�;:� CE°Yy 1%GPt �): k , U4 / 1 0 :eiTI'iorr?ng Steel Prestressing Steel Tr�ndorts rov .. • •• APP ro ved . . 6TEa,/ Co : A O P s describedS (e)I�ner�opmc °lt Structural Welding e BIT II WA EILN BEE RATE, 6FE MS Fo only t1- " � E SLAB I T H I C High-Strength Bolting PEA�Idt er ' F w ..... ......................... ....: :. . ) 5�7 ' 91L0 nwcevn EiEMI SIZE IN A -3�5H BOLTS ❑ S uCtlffa.! f;aaceAry „ae Le t' q each . A te. tf G $ ��rl eaal E. A -325 BOL 17O amp N7. SC Pi9z BEart I EDULE D Jots Ad : 1 D P-5-- HID 2 S/4' DIA Gypsum (,'AnCfete ' e a CD t?�:inforce �� t > >`r v b ❑ I nsulating Concrete Fit! F CUPardue( a) I. 4av2- Dr07✓164wseer9uu70CIEWUTIE Eie F ire- Resistide Mate rials (�� BEM H6 TIA P SE an (U4 Mil FOR 7H0 ci ba OF B0.TS lR r � \ O 93433 ammo, usE Ban RATE ► taus HIDI{I is ❑ S � a Y Pp 9' O BASE PLATE/VT. 6 CONC. SLAB scum,lux nff caa�ene6 a rulm 6, a+ LEGS nar eE - SCALE. KTa REDUCED TO 111t44 CCaU9i .l6EL4t4NIflBATEEIJITO I ❑ Pilings Drilled Piers and Caissons ww. oa muew ueacTla+6. - Omar HELM SNAIL BE ANGLE TIB mo tolls vs' (U4' mu 0 cartFlLT R Iu5 OPfiQ1 TO BIT OR MMES IN Etf{e3t eEral 1413 F14 0 Shotcrete �' � * BEAD TO BEAD '� dCAIRIINEB PM RANGE Excavat an Filling \I �' 0 ear EOr�IvrE ski. eElcrt101aT EMI ANDaIPNiSIE 1 ❑ Special Grading, IDGr'a BOLT SPA ONG statL BE 3' 4G tml i , t j r$.', , ilk �� O � e- Coti., .' , v Q • a _ ►Ea STEM TUBE stool I ❑ SrY1oEt C ' $.e. R,u+ �, �Ilss SM. BEAMS atLE ® ¢. � c CUP ANDES N pp ►a 40a a � ❑ ®that in: 1 OFD \GJ c,9 C 111111 it I , � air +740 ■ r STEEL BEAN b ,j ; .. 4 C ; TIP. �� 9 STEEL BENZ ' =! •�,, ' • , . ,,1 1�,.' ii ls) vte a9a ears II s5N tBS EL � =;4 NI d� NCNB polo 5171-Vie L65 IE5 STEEL Tee � TO n 00ual am ° "ca CONNECTION DETAIL _ _ _ an . 8 CONNECTION t OPTION: TYP. BOLTED CLIP ANGLE CONNECTIONS � MET MILD O 1-159/11S5 LE LT.5 WELD CONNECTION 9 W/ BOLT SCHEDULE (DOUBLE SHEAR) °� a sA SCAM ZITS. SCALE, KTS. AS BUILT c °� ,, ,1-23-07 7