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PERMANENT PLAQUE NOT LESS THAN " uP?mil 4r ©(30l3 I '' TYPE 'A' 50 SO INCHES IN AREA TO BE PLACED Itgo36 5 W -7`)n , IN CONSPICUOUS L❑CATION STATING 4000# CAPACITY @ 62', 124', 186' ' ` 3'-8' 8'-0' O 4,,V . 4,_ - ... ,.?t, _ _ _ / " -`°.14 : O 0 p. (j • LOAD BEAM a 111 03 CONNECTOR 1 5'-2' RECEIVED . \ LOAD BEAM JAN 2 0 P3 20'-0' W 113 ' \-CONNECTOR CITY OFTIGARD a Q BUILDING DIVISION C! 5'-2' 3 Q c 13 Z LOAD BEAM I--I 1--1 D m m CY I-- _J F- r °CONNECT❑R Li-) ~ LD F 5'-2' cz - - BRACE -1 , iii ii:21 0_ t- v) � v) Q Q_ W 0- Z Q Q A o A o UPRIGHT LOAD BEAM ELEVATI❑N u o - " a ~ N ~ U F- ar' +3Q in Ck 73 m o5 z Io J � wCt' UJ (U co 14 GA THK A90 D 3' ^_ w (11 N �w w W I∎ COLUMN cu 13 3' ov 3/8x 4x 7 BASEPLATE W X Q W a) W A Q o v (2) 1/2'0 ANCHORS J Q' A > (n W Q 3 -- ;--ri M 3/8'x 4"x 7' C 1.5 x 1.5 1.5 1/8 F1-1/2' 1...', a_ o + a- I� BASEPLATE 2' GA THK I—I EA SIDE U W Q a, (2) 1/2'0 ANCHORS 2 FILLET 1/8 ii :' L :' FF v' _- N 1- -1 °� r=1 z o LI_ C� FILLET WELD BRACE /., 3" EA END TO COLUMN - _i 05IwU CO Q _I CO 1/8 V1-1/2' EA FACE BRACE • 6' U 0 z v, ry 1/8' II oz p , 1/8 1 ! 6' CONCRETE SLAB ON GRADE J U J (4 W W . Z 0 z COLUMN & BASE PL ����� COLUMN BASE X-SECTI❑N GIN Q `D Q rn� 0 w o 7 4- �I BRACE C❑NN N CD w0M U Q ► C� LI II WA v) Q ' CONNECTOR U 0- 1 J o p 'Z. 1-5/8'H x 1' W p p / J 0 J z- STEP (3) PIN CONN f 0 . ° A Q w v) - Q NI- X, 4'38 0 (3) AISI A502-2 RIVETS 3 p v) II Z Cz 0 m U I W 0. 16 GA THICK LOAD BEAM 7/16'0 2.0c ° 0 4/4„ w II Li w 0 A 2 z w a 0 H❑❑K THRU SLOTS p P 1- II N H Q U 0_ I� a 2 75• 1-5/8x 3x� 0 IN COLUMN p 0 0 II W Q W 0 Z X (/l Q Z II Af (.4 _I z 3/16' THK 1/8 V VERT EDGES 0 SAFETYPLIFTTO RESIST a LOAD BEAM CONNECTOR „ ,. ,. COLUMN-BEAM CONN V PERMANENT PLAQUE NOT LESS THAN TYPE "B" 50 SQ INCHES IN AREA TO BE PLACED 1 _ IN CONSPICU❑US LOCATI❑N STATING 4300# CAPACITY @ 102', 166' 3'-8" 12'-0' r r 1 1 / .., �`o. ,. a- a Z v r ' J s EE IN:. P m x LOAD BEAM m z 22'-0" CONNECTOR ° 5'-4' 0 U z LOAD BEAM ED r-i ® m ` H Q \--CONNECTOR Q Z M LD _ 1-1 H L � J !l I- ° 8'-6" to � F- r BRACE I I w I---1 W - a. a- F- (4 N Q C_ W p z Q a A A p UPRIGHT LOAD BEAM ELEVATI❑N to —� = t7 -- o '' ~' (U (� F- a'-' ± I- Ian CL to 00 d > CU Q • O Li 4k Z J � � � J cz C _ CU co 14 GA THK 57 COLUMN 3 w o)w w W f�0 3' c) 3/8x 4x 7 BASEPLATE LI X a W N ; A 0! v (2) 1/2'0 ANCHORS o -� A (� L1 Q 3 0 3/8'x 4'x 7' C 1.5 x 1.5 ___ 1/8 F1-1/2' "j NV) , 0 cla + i--t BASEPLATE 2' GA THK (—I EA SIDE U _ w w a �" V (2) 1/2'0 ANCHORS 2 OF 1/8 Ail J CD A z O1 FILLET WELD BRACE ?- FF Q - W '-' N L,J p z W Li- M 3 EA END TO COLUMN I 113.25' wU 000 A J ^^ BRACE 6' � � 3o3 !I, Zv) wV) Cy CO 1/8 r1-1/2' EA FACE ■ CV cc 1/8' "1' ! A l l (--) p LI CI A 6' CONCRETE SLAB ❑N GRADE I-4 J J W X Z Lo COLUMN & BASE PL Pct' >NJ J ) W p z C �-t Z o, 1� a�a o I4 § COLUMN BASE X-SECTI❑N o __ 0 1- BRACE CONN w u i� W w 05 a_ U Q ' CONNECTOR 0_ v) -Z J p p zzi `_I 1-5/8'H x 1' W 0 0 4 J (4 ~ J aT STEP (4) PIN C❑NN E 0 �! w a w v) j a Nr . 6A0 0 (4) AISI A502-2 RIVETS o 0 Pk v) II Z Cy g 0_ ( U TI LLJ a 14 GA THICK . o LOAD BEAM 7/16'0 2'oc c� 0 W II 0 LI N A = Z W 0 1-1 CL 1-5/8x 3x ° HOOK THRU SLOTS 0 0 II W Q W ap U X ((4 I' Q z 2'75" 3/16' THK f ° IN COLUMN o o Z 11 Q x v) J a CL SAFEY PIN m 1/8 V VERT EDGES 1000#T 00#TUPLIFTTOLOADSIST LOAD BEAM CONNECTOR .-1 (1.:1 ri 4 to COLUMN-BEAM CONN U --