|
--- --- -- _ -------i �
<br /> FAGE OF SUPPORTING FAGE OF SUPPORTING FAGE OF SUPPORTING I
<br /> MEMBER 9"MAX. MEMBER I
<br /> M M
<br /> --Ii i,"MIN.Folz 3/"m BOLTS, �1• H/6H LOr�D 3��M� 5Ti4NDr�RD BEAM I
<br /> 13� M�N.FOR'/o'�B�LTS] 2 3 ��Gn� 1�� size per echeQule �NNE,G�ON�NF-�� 'i ZINJv1ER GUNSUI FRASCA ANCHITtCTS LlP
<br /> Q 4x4 EA.51DE N1/ BEAM PER PLAN � BOLT 51ZE N0.OF PLATE �� N0.OF ' I
<br /> ��� BF.rIM 5/g i BOLTS IGKNES ' BOLT SIZE i PLATE ' YVELD ,
<br /> �OF BOLT ROY�LS- ���'���� (A325N-5G) 517F BEAM 5/ZE � BOLTS ; i voer�.oNo
<br /> U.O.N. � (GR.50) ��a� (�25N) � U.O.N. i THIGKNE55 j 51ZE ! SEARLE
<br /> ' + s I W8,W10,G8,G10 ' tos nNce�es
<br /> PER SGHEDULE IN DOI'/BLE ANGLE BOLTFD _�� W8.N110 3/"d 4 h" /�;' BEAM 51ZE 3 � 3
<br /> SiD.ROUND HOLES - � Cph(IHFGjjpJd SGyyEpVl� �3"a P�PLAN — /� 2 /, i," I wnsHwcTON oc .
<br /> P
<br /> „ , I WT'i THRU{NT10.5_ -- __ __ __..
<br /> �o
<br /> � � W12.Y�14 3/"d b %2° 5/�" t„ NEW YORK
<br /> 'o `T' i m ��4 VY12,W14,NIT12,G12 3/i m 3 I %4' - 3/�,"
<br /> , � , BOLT 5/2� RONS OF /tN6LE - -- — ------ ----- ---- -- ---
<br /> �o i ' � W16 3/'m 8 '�" 5/w" 925 Fourth Avenue
<br /> - �� BEAM 5/ZE (A325N) ! BOLTS TH/GKNE55 ---v�16---____ _ 3i m _4__ __�'� 3�"�_
<br /> ''. W18.YV21 '/"9 10 %4" S�w" W18,YV21 3/"d 5 %4" 3/�v' Suite 2400
<br /> W12,Wt4 3�"� 3 %"
<br /> U%a"FOR 3/"Q BOLTS, � W24,YV2'1 3/,"� 12 'F,• s�w• --- - --- --- -- -- Seattle,WA 98104
<br /> 1�"FOR%"d 60LT51 K PER SGHEDULE(GR.50) W24 W2� 3/9 6 %4 '/�;'
<br /> W30,W33 3/a'd 14 h" s�a� --SHEAR PLATE SIZE - -.___- _. � ----- --- -- . T 206 623 9414
<br /> B61M PER PLAN AND BOLTS PER W30,W33 3/,"m 'I %4 3/w" F 206 623 7828
<br /> 5ize per 5chedule c�Ep�� I www.zgf.com
<br /> --G!T FlAN6E5 FWSIT Y`U Y`�B NO1E: NOTE:
<br /> AS REQD.TO FAGILITATE STD.ROUND HOLES I c�„swia��s
<br /> EREGTION. DO NOT GOPE SLIP GRIT�GAL BOLTS ���MINIMUM OF GLA55 A FAYING SURFAGE ON IC d BEAM WEB FOR IN PIATE,U.O.N. 5EE 4/55.02 FOR HIGH LOAD CANNEGTIONS WHERE SPEGFIGALLY NOTED ON PIAN ,
<br /> UNLE55 REQD.FOR GLEARANGE �'"'' PER SGHEDULE IN INSTALlATION OF SLIP GRITIGAL BOLTS. �.�,_� (5EE LEGEND ON PLAN SHEETS)OR DETAILS. ^ ;
<br /> FROM 5UPPORT BEAM FL4NGE5. DOUbIB Af19I8 BOIt2d B@8f11 COMeCtI0f1 '� STD.ROUND HOLES � y� i CIVIL&STRUCTURAL ENGINEER
<br /> " Coughlin Porter Lundeen
<br /> --------- ---__ ---- - !
<br /> ��� 3, ��, �2� 3, ��, � 801 Second Avenue,Suite 900
<br /> . J�.__ Seattle,WA 98104
<br /> •THIS PLAN VIEW ONLY APPLIES YVHERE HIGH LOAD GONN.
<br /> ;;; ;r; T 206 343 0460
<br /> OGGURS 0N ALL(4)SIDES 0F GOLUMN,OR YiHERE HIGH LOAD EMBED IC k�"xb"x10" � -- EMBED IC%;'xb"x LANDSCAPE ARCHITECT
<br /> GONN.OGGURS ON OPP.51DE5 OF CAWMN,BUT GANNOT BEAM d GOL. "' !£THIGKNE55 S BOLTIN6
<br /> BE KERFED DUE TO PERPENDIGULAR KERF IC CANN. FOR WS t W10 NOM.BEAM DEPTH pER 6/55.02 3"MAX. Site Workshop
<br /> NU(4)STUDS FOR W12,YV14,W16 222 Eturia Street .
<br /> STEEL CALUMN ' _ �� �(b)STUDS pER PLAN ..., ���,., Seattle,WA 98109
<br /> I - BEAM T 206 285 3026
<br /> PERPLAN I � ��� I � ^ �t. �i, _�� �i, 3� ���i �
<br /> J�M� ���,� I I .� � b � � � �� Z MECHANICAL ENGWEER
<br /> I ��� �'h"AT HIGH LOAD - I � � I m - -- Beilevue Mechanical
<br /> SHEAR i�PER 4/55.02 I �� GONNEGTIONS(OMIT �4 I � � I i -_v 1331 1201h Avenue NE
<br /> TYP. BEARING IC.4"
<br /> �COLUMN PER ��H55 NOMINAL � � �����.02 ��� � I I = in _ �� B 425 453 2142 005
<br /> I N1ALL THIGKNE55 EMBED tC
<br /> --__ .
<br /> PLAN OR BF ELEV. ���3�e,� EMBED IC�4"x9"x EMBFD iC Y,'x9"x STD.HORIZ.SNORT ---� ; PLUMBING ENGINEER
<br /> (4)BOLTS AT NOM.BEAM DEPTH NOM.BEAM DEPTH SLOT HOLES IN IC i Inventnx
<br /> KERF I�CANN.PER BEAM GAGE . FOR YV1b 1 W21 FOR W24 d W2� 1/
<br /> IP.1%;'(6R.50)-EXTEND 1"- SEGTION(PFR BF per 4/55.02 (%'m MIN.) YU(8)SNDS , YV/(12)STUDS per b/55.02,i--� ° I Seatt ecWA 98104e.Suite 650 .
<br /> �E 6 B�a,.���� CANN.DETAIL , ry I T 206 515 4004
<br /> WHERE OGGURS) I
<br /> NOTES: N FAGE OF GONG.VIALL -- ---
<br /> -<per 4/55.02 �� 1. ALL 5ND5 SHALL BE'/,"�x b"U.O.N. i ELECTRICaL ENGINEER
<br /> j Stantec ConsW6ng Services
<br /> PL.AN V/ElN' PL4N V/BN '' 2. HORIZONTAL DISTANGE FROM EDGE OF CANGRETE TO GENTER OF NEAREST STUD SHALL BE b"MM. i 4100 194th Street,Suite 400
<br /> 9 � � � I> j Lynwood,WA 980 36-4 61 3
<br /> 3. PLAGE EMBFD IE IN Y`1ALL SUGH THAT ATTAGHED IP WILL BE HORII!)NTALLY AND YERTIGALLY GENTERED. T 206 667 0553
<br /> GAP!t%a"AT TOP L ,
<br /> OF GOWMN5,U.O.N. W14 OR DEEPER- INGOMING BEAM PER PLAN ,��n �� �--iRUNGATE BASE fC - �
<br /> HIGH IAAD CANN.PER - —IC SIZE d BOLTING ,o EMEND DONA!A5 SHOY�PI(U5E �� WHFREO�R DEEPERSIDE _ _ - ' _- WHERE OGGURS�EE NOTE 2 GO�N � I �T- -
<br /> PPatTED BFAM TYPE l TYPE d
<br /> �2 YWL�NEDI�G N1ED I PER b/55.0�5t�dard2conn5. NGOMI 6 BEAMo �� il?GONN.bPER bo/0� `w'�� (2)BOLTS� I (4)BOLTS� �L�� L � � L � �V 2 � '. ' I , I TNIGKNES✓ �
<br /> ON PLAN OR DETAILS TYP.STIFF IC AT
<br /> SiRUi BEAM PER PLAN, i I � - er 4/55.02 Wt2 OR SHALLOWER,U.O.NJ a BEAM GAGE � BEAM GAGE �� � - � H55 3x3 W' b' 15'�5 � i,' I
<br /> EA.51DE i BEAM PER PLAN � ' � s• � � _ H55 4x4 1 12" T ib -_ - -- I
<br /> ' YVFIERE SUPPORTING BEAM 15
<br /> � �p OGGUR ON OPP051fE I OGGURS � _ � 1
<br /> � I SIDES 0F GOL.) (/e'd MMJ (/a m MIN.J - T � �- - . 5 r ��� I
<br /> --- -__ -�per b/55A2 f �
<br /> o a p PLAN VI6N � ��� � PLAN VIEW �r 1��� " ��. i�" 1 Z g• I e 5"mSPIPE �12" T' � iT�5"� '�•
<br /> o I SEGT/ON 1 AT/NGOM/NG ;� TYP. iYP. iYP. � ^����-- � - -. � � - -
<br /> � o ;o 0 o I o v H55 5x5
<br /> � I � �° BEAMS�1f/5TNYD�4RD GONNEGT/ONS
<br /> I � V i I
<br /> 0 0�
<br /> � ° �� 'i i I a � �2� r Iie� r 9i,� �
<br /> o - w I ---COWMN W14 OR DEEPER ��"MAX. PER 4/55.02 u.o.n.�,�� �4 � I � STEEL CAWTYPE/ TYPE ll TYPE ll AT GORNE�.S H55PIxE 13 } 8' I 19", -8° + 'i I
<br /> I g I � Tf I � I I 4
<br /> BEARING iC�"- hJp. � H55 8x8 � 14 9" �20 q � 3/"
<br /> KERF ff 517E d BOLTING I � I PER PLAN 4/55.0 I � � � � %i PER PLAN I � m •
<br /> PER HIGH LOAD GONN. � ��N I : I � I I I Re��,�o��;
<br /> IC PER PLAN VIEYV � � � � � NOTES: i
<br /> SGHEDULE OF 4/55.02 �P� � -STEEL GOLUMN I I I .. ,
<br /> iYP.STIFF IC AT ' � p�p�p,N � � OR FOOTING PF�PLqM I I y4�T f � 1. INSTALL OFFSET BASE iC AT YIALL ENDS AND GORNER
<br /> I I �i � ' 1 PERMfi i;27l17
<br /> 51DE5 YWiERE NO 3�- I�THIGcNE55 d BOLTING PER = ,� 8A5E IC AT NWLL GORNER5 WHERE REQUIRED. ! CORRECTIONS
<br /> INGOMING BEAM 4/55.02(U5E iYP.GONN.PER �
<br /> {MHERE Hl6H LOAD GONNS OGGUR ON OGGURS I 4/55.02 WHERE SUPPORTING (4)3/;'�ANGHOR BOLTS� 2. YVHERE OFF5ET ttPE II BASE i�15 REQUIRED,
<br /> OPP051TE 5/DE5 OPRN N55 OR P/PE GOLUMN TYPIGr�L. >>�� �'W�ERE BEAM STOP� {RhIERE BEAM GONT/Nl/GY/5 ;�,,� (GONFIGURA110N VARIES) �� �I 9"BOLT EMBED 7RUNGATE(U 51DE AND INSTALL(2)BOLT � -
<br /> BEAM 15 W12 OR SHALLOYiCit,U.O.NJ CANNEGTION AT OPP0511E SIDE A5 SHOWN.
<br /> 14 5EGTION 2 AT/NGOM/NG Beam Bearing on Column 16 �� � 1 8
<br /> DOUBLE NUT OR HEADED—
<br /> ANGHOR BOLT
<br /> FLANGE IC—� NOiE: ��p r 6/55.02
<br /> (er 4/55.02 at
<br /> TOP d BOT. I �No YIELDING TO FLANGE I�—� �NOTE: per b/55.o2
<br /> PER SGHED. SUPPORTING TOP d BOT. i NO WEIDING TO high load connsJ fC%"x3�,"x0'-'I"NV
<br /> � .�(per 4/55.02 at
<br /> BEAM FLANGE P@t SGHED. ' I SUPpORTING BFAM PER PLAN �21'/i'�BOLTS�3"oc B�M BOTH 51�DE5 -,I � high load conn.)
<br /> YVHERE OGGU ..�_
<br /> size per eched. ��L" I "L" BEAM FLANGE
<br /> use 1"reWrn � 5�7�pN �size per sched. ��" �'� B� F�GE lP5 � _, � � �
<br /> � �� - use t"return � � 5��ry 5/ZF TOP �T. "L" 5/ZE �� . � �
<br /> ' ,
<br /> z o .-�
<br /> W8 or W10 BEAM �
<br /> I ViB,{N10 5/p�x3�" �/e"x5%" 6" %a" 1" �� PER PLAN ��
<br /> i - -
<br /> � Ssched.r Vit2 IE 51ZE d 80LTING 5/w � - -
<br /> � size per �t i
<br /> ached. T YV14 PER b/55.02(PER 4/55.02 / \-BF1�M PER PLAN
<br /> PWERE HIGH LOAD CANNS. �\ I
<br /> INDIGATED PER PLAN BEAM PER PLAN
<br /> o� o ol io
<br /> 6EAM PER PLAN PLAN d � + OR DETAILS) IC 51ZE 0 BOLTMG �
<br /> BEAM PER
<br /> W18 ._ _ _ � PER b/55.02 �
<br /> �G� �N. d SGHED. HOLE FOR SGHED. �l� /�T{MB 1{N10 BEtFMS (PER 4/55.02 YVNERE
<br /> p�2q/55,pZ � �GTION FLANGE i� �`-���TING HIGH LOAD GONN. I
<br /> INDIGAiED PER PLAN
<br /> SUPPORTING N1/MIN.YB" GONN. BEAM PER � OR DETAILS) �
<br /> BEAM PER PLAN GLEARANGE ON �R 24/55.02 PLAN � I
<br /> 1 � BEAM SAME DEPTH ALL 51DE5 BEAM DEPTHS V.41QY �'�'" � ��� �� �
<br /> BeamtoBeamMomentConnection22 23 24 ; �, �;� "�°-�g€,�� ,a��� � ��
<br /> — ------ - __ —-- ---
<br /> BASE IE PER 34/53.01 � � .. �'
<br /> �"m���� �` GOO�D=`� i NOrth CIIf�IC
<br /> �DEGK TO SiRUT DEGK d TOPP�NG � � �i � �,MFR. � '
<br /> 3��' METAL DEGK �12"OG MAX. PER PLAN �I �
<br /> �p� 1815 13th Street
<br /> DEGK d TOPPING ___--- DEGK FDGE PER 24/55.01 I Everett,Washington 98201
<br /> P�PLAN ----
<br /> 1(P62 ELEVATION ----- "- - ��_. � . .
<br /> ------------
<br /> ---- --
<br /> —�--
<br /> .—. . .—. ' � _ �__� i Drawiny TiUr.
<br /> ________' ____ '__'i
<br /> --MA50NRY VENEER �
<br /> /---` ' PERARGH'L �I T }___ i
<br /> GAP ENDS __ el.per arch'I - - - � I� I�i;xLENGTH VARfE5x0-8 EA,,. / ' STEEL DETAILS
<br /> H55 6X4X%a- BEAM PER PLAN �i '/
<br /> _ _ ___ � -1"6AP I
<br /> NU IC/4' S 1 D E N U(2)%a m A 3 0 1 B O L T S � � ��.W/ j ..
<br /> Q bx4x�/e x 0'-b" � i� � � 'Y� � j� ELEVATOR MFR.
<br /> ib -�
<br /> Sj� �3'oc GTRD.IN /,t'x1/"
<br /> PER P�LAN�N V E RT.S L O i T E D H O L E S I N ry� � H 5 5 R A I L S U P P O R T S
<br /> � �. ,%
<br /> � � � �4N-0"oc MAX. 2 0/5 5.0 9 IC'S. INSTALL BOLTS � - ��` PER PLAN,iYP. �
<br /> �
<br /> --"- -----T- I FINGER TIGHT NV LOGKING NUTS I �
<br /> I CANN.PER 14/55.03 / I
<br /> / I I RAIL BRAGKET SUPPORT IE
<br /> I /='x8"x2'-b"PER ELEV.MFR.
<br /> ' I s�� �1D• LEN6TH VARIES - J I � - �,
<br /> 6ARAGE DOOR ,i. I � JOIST PER PL.AN-- �bx4x'/e 51RIff � �
<br /> PER ARGH'L � � H55 CALUMN __. � YVI+ERE OGGURS.IC 51ZE TO BE I
<br /> � I ��� �j� � CANFIRMED W/ ELEVATOR
<br /> , H55 Sx5x/a- I II SPEGFIG LOADS , /
<br /> ,g
<br /> �,i,�, - ���.i . .� ' ._ _. I I� � 4Qtn
<br /> 2 5 2`� L/ PLAN 2 H �_ L�J AT NO�LEV TORB OGA�T�IONS �O I �'/ ••• i:�/ / '
<br /> � y��� ,.� v_y�
<br /> �--- -_--. _.__._._ , �
<br /> I -w
<br /> ����
<br /> H55 PER ELEV. O i a, �e.:"
<br /> sy� +
<br /> N.4t. Ot/90!+l
<br /> AT GRID 8,WELD BEAM - I WORK POINT -- - - - -BAGKING B,4R
<br /> SHEAR TAB TO CORNER f
<br /> I PER PIAN AS RE(�.
<br /> OF H55 GOL. ,
<br /> GONN.PER 36/55.03- p - I � �C b GONN.PER 6/55.02 Date iq NoveMaeH,zoie
<br /> �� � � � � �� (PER 4/55.02 AT HIGH ��No: S1fi01sa-oa
<br /> LOAD LONNEGT10N5) I
<br /> J015T PER PLAN � I ��� I 1 �
<br /> (SLO�VP�IEJ� �r�-- / �- - �-- DrawnBY- DAM
<br /> __ _'_ � �
<br /> _'_ —
<br /> _____ _ � _..______ Checked8y. R5T
<br /> ___�_— -___._____. ._- - -
<br /> � `._.,�� _____
<br /> � � .. —_. � . _ ._ __' �6�7
<br /> I I —B��P� � � \ Drawing Nu
<br /> S"h S=h
<br /> � � " BEAMS PER PLAN ..- • \ � �ti p .
<br /> � � ' Q �o eti
<br /> I I GOPE BFAM PLANGES �--.� A, ���o`�',Z" �
<br /> Q I I A5 RECd1H2FD � -• � a+��� I .
<br /> o �
<br /> � �� ' S5.02
<br /> � GOL.PER PLAN I I � � � �� I
<br /> m I I
<br /> � FOR ca�.�.-ours i
<br /> � PERMIT
<br /> � 31 32 33 34 �`�"'°"�3 35 '���-'�-0��36 i CORRECTIONS
<br />
|