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<br /> . Sl8"9 �� . 16" . .... TOPSEAM i
<br /> � � � WELD@24" - FACEOFWEB
<br /> � ^ _ �'�^ MAX � 2 3/4"
<br /> 0
<br /> J �� ` i � � � 2xBOLTOMIN
<br /> BEAM
<br /> suPPoars, � " ��2" STANDARD BOLTED CONNECTION SCHEDULE
<br /> rvP z w �
<br /> EDGE INTERMEDIATE � O gEp.MSIZE NUMBERANDSIZE MINPVITE WELOSIZE , •
<br /> � U. '�- OF BOLTS REQUIRED TXIGKNE55 "W" �'
<br /> Q .. I ', ,, � T/STL I
<br /> PARALLELSUPPORTS SIDESEAM .- �\ _ — w,o. cio �z� aia•0 va• ans° � '
<br /> �
<br /> we�o � i O wza �s) 3�a°e sna° va^
<br /> PATTERN 2" MIN I O
<br /> BELOW � . � yBRGTVP I � .
<br /> � �_ . � O
<br /> � METAL CLOSURE �
<br /> STRIP IF REO'� -
<br /> METALCLOSURE � • ,
<br /> STRIP IF REQ'D � - COPE FLANGE
<br /> JOINT INTERMEDIATE EDGE wHeReaeQ�o
<br /> W PER
<br /> PERPENDICULARSUPPORTS W seHeo �� 1601FifrM1Avenue,5uite1600
<br /> xanie,wa saioi
<br /> 3�6.613.5023
<br /> -- WELDPATTERNTO BEAM TO BEAM koe.mm
<br /> 5/8"0 SUPPORT UNO NOTES:
<br /> 1. SHORT SLOTTED HOLES MAV BE USED AT ALL WLUMN CONNECTIONS AS AN OPTION. ' FOR 9,
<br /> � � 10, 11. AND 12 BOLT GROUPS, USE SHORT SLOTTED HOLES AT CONNECTIONS TO COLUMNS.
<br /> �. 2 FOR BEAM TO COWMN WEB CONNECTION AT W 14 AND SMALLER COLUMNS, USE "S-BC-08". •
<br /> 24" W IDE PANEL �
<br /> / . .__ � ..0� P . BC
<br /> TYPICAL STEEL DECK WELDING � TYP STANDARD BOLTED BEAM CONNECTION (3/4" AND 1 " DIAMETER BOLTS) P�e " wAs"'"���
<br /> � yP
<br /> � � � �
<br /> , ,�2• - ,.-0• ,, - ,.-0•
<br /> BM FL6 CUT AWAV CL HSS COL, BM �
<br /> .___. . � TVP o� aa�says ���6 �,�+41
<br /> � 5/8'0 ' , 6 � CyySDE FI.ANGER CWSOE FL�ANGER C�SDE FLANGER CWSDE FLANGER FOR CL4RITV - _ _ fy,s oNn�E�G�I �`��
<br /> r —'- 1 ti
<br /> � STEELDECK � - - - -- - II II - �` - --'"� � --� CLCOL, BM pB
<br /> ._ � �._ __. � . ... _ __ . _.- � . _-_ Hi _._- � . . __ .__ PERPLAN �
<br /> STEEL DECK � STEEL DECK ��' µ� - STEEL DECK � � � • • • , •
<br /> III III . �. GOPETOP i �yl �.,.
<br /> � � �.� PER PLAN � PER PLAN � � � PER PLAN FL4NGE AS CONN PL TO SUPPORT
<br /> B A ' �
<br /> N � —� ��^ � � 1 , � ^ \ . ^ NEEDED � WH REIOCOCURS ��RECTION - " �I � JI W - � NOTE2 Warehouse
<br /> _ _ _ _ _
<br /> _ _ _ p + mC „ „
<br /> � \ �f C3x4.1 "S-RD-03" � C4x5A � "S-RD-03" RD � � �, � W � O�l�C�0111 CXp�115��11
<br /> o � —� Q Q 3/16 �
<br /> � \ � � o � . < � x � O `� � _::. vi � vi C31G AT SIM) � f • � CAP PL W . . . PLAN
<br /> ❑ `� �� ��.. � io � U U .-.. . m � U U �� SIM COL � 1/4 — -23/4.� FOR
<br /> �� _ � C3x4.1 ^� . C4x5A � . - - - �- - - - - - - - - - - - � FORPLSIZEANDBOLTS � ' � � ,� PROVIDECAP "PL?"
<br /> � Teague/ Boeing
<br /> ' t - - �-- - � - -ry�, � � � �� -- - - '- SEEBOLTE� BEAMCONN ATTUBEEND
<br /> w µ� ��I � µ� � - � - - - - - - - - - - - - - - - - J SCHEDPER "S-BG03A16 � 2xBOLTOMIN
<br /> III ' 111 � � " . ORS-BG04A/B" �- � - T/STL,
<br /> m .. . , "`���"' CAPPL
<br /> �� M a auia.axo._4. AT
<br /> _ _ ._- � �..�.. . L2z2x1/4 - . . ._ �� . . . . e � O I I'� I O � �
<br /> � BELOW DECK � D � D 3/i6 � � ... v 3/i6 � . _. , . Q � I I �� Q ' a
<br /> _ � 6000 - 23rd Drive West
<br /> ADJUST DECK FLUTES AS �� 6-0� ADJUST DECK FLUTES AS 8�'2� 3/16 � 3/ifi . � � I � I � � � _ � Everett, Wa 98206
<br /> REQ'� TOACHIEVE � � �Mpx � RE�'DTOACHIEVE � MAX � � li I I i�� io �
<br /> BEARING ON CHANNELS � BEARING ON CHANNELS - -
<br /> FOR "D"=6" TO 24" FOR "D"=24" TO 72" FOR "D"=72" TO 98" STEEL BEAM I' i PERMIT SET
<br /> ' . W� �� TVP.
<br /> NOTES: tO WHERE SINGIE BEAM CONNECTION IS RE�UIRED ON THROUGH-PLATE, W . � � NOTE 2 08/21 /2017
<br /> B NOTES'. L SEE "SRD-02" FOR FURTHER INFORMATION. EXTEND PLATE 1/T PAST EMERIOR FACE OF COLUMN FOR WELD B
<br /> 1. HOLES LESS THAN 6"0 AND CUTTING NO MORE THAN ONE DEGK W EB REQUIRE NO REINFORCEMENT. ACCESS.
<br /> 2. ALLSTEELDECKOPENINGSSHOWNABOVEAPPLYONLYTODUCTWORK. PIPING. ROOFHATCHESANDSMALLAIRSHAFTS. ' Thistlrawingis:
<br /> 3. THESE REINFORCED OPENINGS ARE NOT INTENOED TO SUPPORT MECHANICAL EQUIPMENT. I ' P I CAL STE E L D ECK 2' WELD SIZE "W" PER BOLTED BFAM SCHEDULE. SEE 3/S5.01. 1. Copyright 20n Dykemaq Ina .
<br /> 2 The Archltenfs Insimmant of Pm�essional Service-
<br /> 3 For vse on [hls pmject only. Ob[ain Archl[ecfs
<br /> TYPICAL STEEL DECK OPENINGS � OPENING SECTIONS � THROUGH-PLATE TO HSS COL TOP ""Me° °efm'ss'°"'°`a°y °`"ef05eOfe°`°°°°"°"
<br /> 5 ,�4.. _ ,._a. � , ,,�. _ , _o. � ,,, _ ,._o. - - .
<br /> ��-2• 5„6 � T
<br /> i o z z Mo 0 ' _ , sns " T wee 2017-013
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<br /> p ? 2xROD 0, i-y , �
<br /> p � TRANSVERSE MEMBER � � 2" MIN '. . � ..
<br /> t ? RECTANGULAR x '" �-� '� `��-- `��� � FLANGES
<br /> a w CIRCULAR OPENING OPENING `� " F�T SS ` . - n ' ,pp . 5/i6 ;� � bf- 1" •
<br /> � � AREAAVAIL4BLE � � � _- � \ � _. . � . .. ,� � . 5/�s . � � ALL p � PL 1 1/8" MARK �ATE DESCRIPTION �
<br /> � FOROPENWGS LL � �. � ` SIDES �
<br /> OD (p�p � � � N
<br /> Ll4 IJ2 LI4 Z � �ZZ�'M�N YP �. . � Q �J PL 1' � w . HOLE SIZE PER AISC
<br /> NOOPNG � � OPENINGS � � NOOPNG / � � � � � O � h / � � ` HOLESIZEPERAISC RECOMMENDATIONS
<br /> � � o
<br /> I � � � I � p � RECOMMENDATIONS � �
<br /> . _ _ _ L. � . ' �_ , . _ _ �' °' Y $ o PLAN w <
<br /> L = LENGTHOFBEAM �. � � ? U O.m
<br /> � i
<br /> � P�N � w MIN WASHER SRE
<br /> U' � j i� O PER AISC N LL
<br /> o z z � O � � a ' � ftECOMMENDATIONS z � � � �
<br /> RANGE OF WEB OPENINGS ALONG LENGTH OF BEAM d & 3 w w � � `� � " ° PRwaPn� w cHnace� -
<br /> i � Y r � a
<br /> Si d S2 W S3 W � � � ' I � I � m T/FIN FLR OR � �� - � � ----- L PROJECT MANAGER� � -
<br /> /� � -� ✓ --� � ��� -- � -�- �--� t � I I aMINWASHER5IZE ZLL p7G � �' PROJECTARCHRECT: � -
<br /> N o � a I i J PER AISG LL 0 B/ROD O HEAD � �. . . . . � (4) 3/4"0 F1554 GR 36 JOB GAPTAIN: I '
<br /> Z ~ N O Z ` �� , i'' � qNCHOR RODS A
<br /> A O � I I RECOMMENDATION$ I
<br /> tl = DIAMETER CIRCULAR OPENING 5 D/3 Si = MIN DISTANCE TO CL TR4NSVERSE � U' � � ' �
<br /> h = HEIGHTRECTANGULAROPENWG <- D/4 MEMBER = DOR12", WHICHEVERIS T/FWFLROR � '- -� � -� - � ` HEAWHEXNUT
<br /> W = WIDTH RECTANGULAR OPENING <_ D/4 V+RGER FTG `� -- � - - - - � -- � --- � � OR ft0� HEAD
<br /> NOTES�. S20R53 = MINDISTANCEBETWEENOPENWGS ` �- ' � g/F7G '�, TYPICAL STEEL
<br /> i. THIS DE7AIL MAV BE USED FOR SHOP OR FlELD CUT OPENINGS WITHOUT BASED ON LARGER OPENING = (3)d OR � , � (4) 3/4"0 F1554 GR 36 .. . �
<br /> CONSULTING THE STRUCTURA� ENGINEER. ANV OPENING OUTSIDE OF THESE (3)h OR (3jW, WHICHEVER IS LARGER ,1 '" ' ANCHOR RODS • "'2G" DETAI LS
<br /> CONSTRAINTS MUST BE APPROVED BV THE STRUCTURA� ENGW EER. B/ROD OR ROD m
<br /> 2. ALLOPENINGSMUSTMEETTHERMALCUTTWGRE�UIREMENTSINCHAPTERMOF OPENINGSIZEANDSPACING _ HEAD _ � _ . � . � �- � � ORAODHE4DT
<br /> "'S° 36° B,FT� ; COLUMN BASE PLATE TYPE BP-X . - �
<br /> % 12
<br /> M ,• = , -o•
<br /> � TYPICAL BEAM PENETRATIONS HSS COL BASE PLATE TYPE BP-X �
<br /> , , = ,,-o. � � ,• = r-o. NOT FOR CONSTRUCTION
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