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<br /> 1/2"..., 1 2" COL. WEB CO L.
<br /> (r P.) N 1/2" ,---- L WEB EXTEND TS MN 0 ROOF PER N W/3/8"CAP PL.
<br /> I �) \ EXTEND DECK TO FLUSH W/BEAM
<br /> RANGE ENGINEERING
<br /> 1(TYP.).....,-1(
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<br /> r - �� ` W/5/8"APUDDLE AWELD 0A1J2""L 0.C. Iii MAIN STREET,SUJITE 106
<br /> L6 51) x 3 1/2 x 5/16"CONT. EDAIONDS,WASHINGTON 98020
<br /> ` I L PHONE (425)778-8500
<br /> S
<br /> I \ FAX (425)778-5535
<br /> '`' ■ L6 " " " P.,\, 20 GA.x 2"METAL DECK AND
<br /> ® x 3 1/2 x 5/16"CONT.WI 3/4 0 A.B. 3/4 0 A.B.®48 O.C. \ TOPPING SLAB PER FLOOR FRAMING NOTES
<br /> 3/4"0 0 32"OC. PROVIDE VERT.LONGSLOTTED HOLES IN ANGLE,INSTALL AB.
<br /> cnAT BOTTOM OF HOLE. 3/4"OPEN HOLES
<br /> S Alb i 24"OC.TQRECEIVEPLUG WELD.JH
<br /> ►. ii iii-glIll
<br /> 1 �� 1
<br /> \ , _- ► r �3
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<br /> BEAM PER PLAN NI^� ____________________________
<br /> 3/16 3 3 16 r 3 ir,
<br /> I \----
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<br /> W EVENLY SPACED \ L.
<br /> a .. " SHEAR STUDS
<br /> 3 ,°, \ PER PLAN , �a \ 3 16, 3
<br /> I 1II4
<br /> JUIST PER PLAN
<br /> Ei � , AND SCHED.
<br /> STANDARD SHEAR CONNECTOR PLATES \
<br /> SEISMIC SHEAR CONNECTOR PLATES lig
<br /> 8"CMU WALL .�JOIST PER PLAN BEAM PER PLAN 4,VY ��
<br /> \ p R SHEAR CONNECTOR ,' a 1 , ��
<br /> TYPE BEAM SIZE NO. OF BOLTS PL. LENGTH ( L) PL. THICKNESS WELD SIZE DIM. 1 4 AND SCHEDULE E
<br /> ( fl ) DIM. b 1 4/ I SHEAR CONNECTOR PLATE Q s°'
<br /> a W12 (3)-3/4"DIA. 9" 1/4" 3/16" 1 1/4" 1 1/2" TO BE DESIGNED AND PROVIDED 1,-1w ® , -
<br /> 1.-1"
<br /> BY JOIST MFGR.,TYP. '"4A, r.'iris°
<br /> b W14 (3)- 7/8"DIA. 9" 1/4" 3/16" 1 1/2" 1 1/2" •RIDUNE TO GRIDLINE TO ANAL-
<br /> W16 OF BM.&COL. PL. 1/2 x 4 1/2 W/ CL OF 8M.AND , ,
<br /> (4)-1"DIA. 12" "
<br /> 5/16 1/4" 1 1/2" 1 1/2" SECTION (3)-3/4"o BOLTS COLUMN
<br /> WIRES: s �..
<br /> d W18 (4)- 1"DIA. 12" 5/16" 1/4" 1 1/2" 1 1/2" - 2 SCALE: 1" 1"-0" E.LE 1
<br /> W2; (6)- " 18" 3/8"
<br /> e ALG 1 �1-a
<br /> 1 DIA. 5/16" Q
<br /> 1 1/2" 1 1/2" 6 x 4 x 5/16";CONT.I OW/ 2" 3"3" 2" 3/4"0 x 4"HEADED
<br /> f W24 (6)- 1"DIA. 18" 3/8" 5/16" 1 1/2" 1 1/2" DE. + ' " STUD,TW.
<br /> 9 W27 (7)- 1"DIA. 21" 1/2"
<br /> 2" 6" 2" 3/4"O x 4"HEADED r
<br /> 3/8" 1 1/2" 1 1/2" 20 GA.x 2"METAL DECK N STUD,TYP. -
<br /> h W30 (8)- 1"DIA. 24" 8"CMU WALL
<br /> IF II 1/2" 3/8" 1 1/2" 1 1/2" FL OR�RAMINGLNOTESR \ ~���I�uI W33 (9)-1"DIA. 27" 1/2" 3/8 1 1 2 1 1 2" d el, PL.1/2 x 10 x 1'-6"
<br /> ■■i
<br /> » "1 Wi2 (6)-3/4"DIA. / Co aT/ 1/4 1 1/4 1 1/2" $i , . ® dk W14 (6)-7/8"DIA. g" » r.rili
<br /> •" BEAM W/EVENiY ! dI
<br /> 5/16" 1/4 1 1/2" 1 1/2" SPACED SHEAR N ��" STUDS PER PLAN "
<br /> W18 (8)-1"DIA. 12" 4111;15L
<br /> 1W■ w iii.� 3/8 5/16" 1 1/2" 1 1/2 n1 N �+�■■r.�
<br /> m W21 (10)- 1"DIA. 18" 1/2" 3/8" 1 1/2" 1 1/2" brills. �-PL 1/2 x 10 x 1'-0"
<br /> NOTES. -
<br /> SHEAR CONNECTION PLATE PER DET,1 EMBED PLATE A
<br /> (1)ALL BOLTS SHALL BE A325N. , PM EMBED PLATE B
<br /> (2)-#5 x FULL PL 1/2 x 14 x 1'-2"WI
<br /> NOTE:
<br /> (2)CONNECTIONS ARE TYPICAL FOR BEAM SIZE SHOWN,EXCEPT WHERE A SPECIFIC"TYPE"IS CALLED OUT ON PLANS.
<br /> (6)-3/4"o A.B.,SPACE 1.EMBED PLATE A IS TYPICAL EMBED PLATE AT BASEMENT COLUMNS AND PILASTERS.
<br /> (3)FOR CONECTION TYPES j,k,I and m USE(2)ROWS OF EVENLY SPACED BOLTS PER SEISMIC SHEAR CONNECTION PLATE HEIGHT 0 HANGER 0 5 1/2"O.C.WITH 1 1/2"EDGE 2.EMBED PLATE B IS TO BE USED AT GRIDLINES: 6H.3 0 NORTH FACE OF COLUMN,
<br /> 0 STANDARD SHEAR CONNECTION DETAIL DISTANCE. 7H.3 0 SOUTH FACE,K6.3 NORTH FACE,K7.25 SOUTH FACE. z
<br /> SCALE: A
<br /> 0-
<br /> rri
<br /> SECTION EMBEDF
<br /> SCALE: 1"=1"-0" 5 PLATE DETAIL a 8
<br /> ® SCALE: 1'=1'-0" ``
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<br /> OiJ
<br /> ;N
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<br /> 1°11 11-6T AT AT EA.CHEVROE BASE FLFRAM�NSION COL.AND BASE PL.PER °
<br /> "\ //' '2D
<br /> 4 DOWEL 0 f8"Q.C. PLAN&SCHED.
<br /> \ \ O ..-e._'* K,5 do K,8 N
<br /> PROVIDE°LOCKOUT AT x
<br /> �� 1/4 COL LOCATIONS w a
<br /> GA.x 2"METAL DECK WITH -me--
<br /> --
<br /> A 1/4 20 GA.x 2 METAL DECK AND
<br /> (1)-#5 ` TOPPING SLAB PER FLOOR 1 AT GRIDS K,8 AND K 5..��� iii GROUT SOLID ! TOPPING SLAB INSTALLED PER
<br /> x CONT. FRAMING NOTES D J
<br /> AFTER SETTING COL. DESIGN:
<br /> PROVIDE 3"STRAIGHT �j 40/11111t BRACE PER PLAN AND FLOOR FRAMING NOTES Q FU
<br /> EXTENSION AT GUSSET I/4
<br /> BOND BEAM �� 1'-2" " 0 GRID 3.2 PLATE DET.12 SIM. 1 4 ELEVATION.WI 1/4"CAP PL. DRAWN: SK
<br /> it
<br /> KERF BRACE®CL TO FIT GUSSET PL. CHECK: CCC
<br /> PER DET.6/S-7 .4„► 1-0 7/8 0 GRID 3.7 BRACE PER PLAN AND ELEVATION .
<br /> ���'� �� �, ti .. -,
<br /> n1 * WI 1/4"CAP PL KERF BRACE " I I JOB NO:
<br /> ....
<br /> FOR BONA BEAM AT 1/2 GUSSET PL. ---� 98072
<br /> EMBEDDED COLUMN
<br /> A \ Tom-- T52 x 2 x 1/4"HANGER W/ 4, / AT CENTERLINE TO FIT GUSSET PL. / _ , »
<br /> ►� I CONNECTION 0 TRANSFER BEAM PER �.� / / R 1-3 ��
<br /> REFER TO DET.2/S-10 A,;.. ` .t I DETAIL VS-11 ,moo / / 1/2"GUSSET PL. / //� ��� 1 4 i r' t 14
<br /> --
<br /> FOR
<br /> Q1 III " // R= 1'-3" R / '' / I I I
<br /> \ I [(4)_3/4"o
<br /> PL.11 8 x 6 1/2 x 1-O W/ , / 1/4 " -41-
<br /> 4
<br /> 3/16k 3 A325 BOLT ��,r 1 4 i �.\ I I I�.,
<br /> 3 16/ 3 � 1 4,14
<br /> I I"'�' •
<br /> '`��� L...
<br /> ■ II 1\ JOISTPER PLAN . I..•-+- I- �SAND SCHED.
<br /> \ 3/8"STIFF.PL, - 1"MIN. Lr-L.—....
<br /> BEAM PER PLAN
<br /> \ L5 x 4 x 5/16"x 1'-0"CENTEREDBOTH SIGES `�� ivy
<br /> -1 1
<br /> TEAM PER PLAN
<br /> 8"CMU WALL \ BELOW JOIST W/\-(2)-3/4"m A.B. - i/ SHEAR CONNECTOR PER DET.1/S-9,TYP.
<br /> �---�.:r 1 \-W14 REINF.CONC.COL.-/'‘ I \
<br /> " PER FOUND.PLAN EMBED PL PER 5/S-9,V.P.
<br /> - �1TYP'�3/16 1-4 F II II +� COL.PER PLAN
<br /> SECTION
<br /> 6 SCALE 1•=1"_o. SECTION DETAIL
<br /> SCALE: 1"=E-0" 9 SCALE: 1"=1"-0' 10 SCALE:DETAIL =1"-0" 1 SECTI?.N.
<br /> AT GRIDS K,8 AND K,5 PROVIDESCALE: 1`-0"3"STRAIGHT EXTENSION ATI .
<br /> GUSSET PL �1 •
<br /> .I1 All / // FACE OF CMU ^I
<br /> ______L_=IIS��'- / COLUMN. 11-6" 1'-2" BEAM WITH EVENI Y Q
<br /> III / SPACED SHEAR S fUDS 1-- 1
<br /> G.COL. BEAM PER PLAN W
<br /> I� / / BRACE PER PLAN I TRANSFER BEAM PER PLAN
<br /> >-_,
<br /> Z C I
<br /> IIT II ,� // &ELEVATION.W/1/4"CAP PL BEAM PER PLAN _ ,.._„_,L W/SHEAR CONNECTOR PER •
<br /> 2Q GA,x 2"DEEP FLOOR DECK AND Q r
<br /> I 11 I II KERF BRACE 0 CENTERLINE _ A
<br /> TOPPING SLAB PER FLOOR FRAMING NOTES U a
<br /> �_ '- �I'' II_ TO FIT GUSSET PL. 3/8"STIFF.PL. - 3 C'3 Z
<br /> II' II _ Q <Z Z r...
<br /> -- 7_______=.IIS.. II/ 1 os:,_..dry _ S 3 16 - ° r • r 0 W =
<br /> 1-0- Ft 1 0 0 < Ct
<br /> ii II II
<br /> 11-1I-t-II , • _ ____f
<br /> _ Ili 11- I1 1/4 Vii/i/ \ \\ 1/4 -+- O j1. \ ►� H Ct
<br /> IllIF-i II '� 1/4> /%/ \\ 1/2"GUSSET PL ( 1 T T _ 1.
<br /> Z W
<br /> �(-_ :1t '1 II-_M " 1/4 / / \ \ 1 1/2" I BEAM PER PLAN ci) Q
<br /> / J
<br /> 3 sloes' D W
<br /> II I 1 1/4► 1 4r. TYP. / // \ \ TYP. \, JOIST PER PLAN O cD
<br /> PL.3/4x7x1-0
<br /> - - 1! 11 MIN. " 1 4/ " \ TYP. 3/16 JOIST R'cD W L.�
<br /> SCHED.,TYP.
<br /> 11 Il 10 1/2 1/2 GUSSET PL / \ W/{4)-3/4"0 A325 BOLTS (3)-3/4"0 A325N BOLTS
<br /> ZS,
<br /> �'�i I �� MIN. R=1'-5" BRACE PER PLAN AND TYP.EA.CONNECTION -- SHEAR CONNECTOR PLATE SHEET:
<br /> __ ELEVATION W/1/4"CAP. KERF I 1/4 WIDTH OF TO BE DESIGNED AND PROVIDED
<br /> COL.PER PLAN BRACE AT CENTERLINE TO Fl1/41/ FLANGE BY JOIST MFGR.,TYP.
<br /> GUSSET PL.,TYP. -1-7.,A-1-'''''',,,_ 1/2"STIFF.PL.AT EACH 8-9
<br /> 12 DETAIL a 1,_0. 3 DETAIL SECTION TS COLUMN PER PLAN JOIST LOCATION 860331
<br /> SCALE. 1 =r-0" 4 SCALE: 1"=1'-0" 5 / l
<br /> SECTION 1"-
<br /> a
<br /> .._ OF: SHEETS
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<br /> • - 6816 Evergreen Way
<br /> 4 ••- ._. _- .__ ,
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