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- -- - --
<br /> - -
<br /> PUDDLE YgLD LOGATIONS
<br /> LE551HAN 3xD oc 1. U5E 6A6E OF DE:.K PEtz SPAN TAbLE A'LEFT,U O.N.PER PLAN.
<br /> 3xD oc MINIMUM lBASED B�ON� \ 2. DEGK ATTAGNMENTS AT 9UPPORTS PER?ENDICULAR TO DEGK FWTES:
<br /> ON LARGEST Of'ENING) LARGEST OPENING)I -,� \ I
<br /> y 'l (l)%'m EFFEGTNE PUDDLE WELDS PER S++EET AT iYPIGAL SUPPORTS.
<br /> __i_.______________I_, (2i RONCi OF(l)'/,_"d EFFEGTNE PUDDLE lrELDS AT INTERIOR 51RUT5,
<br /> � ZIMMER GUNSUL FkASCA ARCHITECIS tLV
<br /> o� �� �; � ;:1 g"MM. BRAGED FRAME BEAMS,AND WALLS(V�+ERE DEGK OG.;URS BOTH 51DE5 j
<br /> - �--- ----------- - - OF 5UPPORT,EY„LUDING OVERHAN65 AND:,HAN6E/IN DEGK ORIENTATION).
<br /> � �D oc SNALL BE iRE4iID ���pp�M �F�NG M/NRPROPERT/E5:�36,6b0 6ALV�4N/ZED � D v � PORiL4ND
<br /> a
<br /> OPENMGS SPAGED _ D I EGc A1TAGHMEN�5 AT�UPPOR i 5 PARALLEL i DE..K FWiES: II SEATfLE
<br /> 9xD oc OR MORE SHALL �' '"9 EFFEGTNE PUDDLE vrELDS AT b"oc AT iYPIGAI SUPPORTS. ! ios nNCE�Es
<br /> BE REMFORGED AS %;'A EFFEGTNE PUDDLE WELDS AT 6"oc AT INTERIOR SiRUiS,BRAGFD FRAME wnsr+wcroN oc
<br /> INDNIDUAL OPENINGS A5 51NGLE LARGER�ENING pER TABLE Fy=38k5i,PANEL WIDTH=36" I NEw voRK
<br /> �T�� 4 REINFORGED ACGORDMGLY BEAMS,AND WALLS(WHERE DECK�Ct�RS BOTH SIDES OF SUPPORT,EXGWDING i
<br /> ALLOYrAELE SHEAK GAPAGf1Y REQUIRED=12C70 plf FOR 20GA. OVERHANGS AND GHANGES M DEGK ORIENTATION).
<br /> TYPlG,4L SPAG/N6 REQVIREMENTS �600 p�f FOR�8C'A' 4. CONNEGT DEGK 5EAM5 WITH BUl'TON PUNGNES B 12"oc. I 925 Fourth Avenue
<br /> - --__ _---------- - - FOR pLL OPEN/NGS
<br /> 24"MWC. I „ � - � � - _BEAM PB2 PLAN--- -- -- -- ----------- 5 +0'235/-0241 In. I��21/-0.335 in. ' Suite 2400 .
<br /> �41RI BAR �__ M�� 1 -- .. � �--- � _ a a ., Seattle,WA 98104
<br /> 5. DEGK MUST 5T121GTLY MEET GRITERIA LISTED,IN'LUDING I.G$.0.RESEARGH I
<br /> _ , _� $ E� 3 3 REPORT ALLOVWBLE 5HE4R LOADS. 5U�3MIT DECK INFORMATION 70 i T 206 623 9414
<br /> (415 TO DEGK FLUtE5 ! .M�� l�5'�'�E ! F 206 623 7828
<br /> ENGINEER PRIOR TO BEGINNING SHOP DRN�INGS.
<br /> � i ---- P,4RRLtEt A5 OPP.END WH NO NO LIMIT MEASURED- ---- � www.zgf.com
<br /> j .---_ : � � 6 OIT B�OV�PIGON�IANNG5 AR,GH L56 M'EGH L FOREApD�IONAL NFO.Y i
<br /> 1YPlGAL GOMPOSITE 17EGK OPEN/NG5 ' i -� ` - -'-- - �_'_�__ --- -- �-- � - � �I G8x115 � � SINGLE SPAN GONDITIONS T-0 A -0A '. 5EE DRAlNIN65 FG12 LOGATIONS WNERE AGOUSTIG DEi.K IS REQUIRED ��,' cooswr ois
<br /> -- --- � � �� �I DOUBLE OR iRIPLE SPAN CANDITIONS 4-0 10'-0" ACAUSTIG ftEQUIREMENTS. 6 CIVIL&STRUCTURAL ENGINEER
<br /> P�P��� I eoRFD oR Snr+cur OPENING�E _ __ o I� '-_- '� �� � I h bXb W1.4xW1.4 WWM AT (PERFORATED AT WE65 ONLY,U-O.NJ.5EE SPEGFIGATIONS FOR - I' Coughlin Porter Lundeen
<br /> 801 Second Avenue,Suite 900
<br /> (METAL DEGK REMAINS INTAGT SLEEVED OR BLOGKED OUT ' �--- 1. V5E GAGE OF DECK PER SPAN TABLE AT LEFT(SPAN TABLES A55UME I Seattle,WA 98104
<br /> 70I7EGK FLUTES UN71L AT LEaST 3 DAYS ' OPENIN65(METAL DEGK GUT � - - ---- TOPPMGS THINNER iHAN 3k�" SHORMG N�LL NOT 8E U5ED1.DEGK SHALL HAVE 125 P5F SUPERIMP05ED T 206 343 0460
<br /> ��ro coNc eE7E PouRl 2�-0°TY� � � g � �'
<br /> (SQUARE OR ROUND) AF1ER GONGRETE POUR) I -- � bxb YV2.1xW2.t WV�P1 AT ///���-PUDDLE YVELD LOAD GAPlv;l fY
<br /> � I' ' � � / `\LOGATIONS y. pROVIDE(4)%"G EFFEGTNE PUDDLE N���IX PE U+NDSCAPE ARCHITECT
<br /> -""- TOPPMGS 3Y,"d THIGKER
<br /> R SHEET TO ALL SUPPORTS Site Worksho
<br /> NO REINFORGNG NEGE55ARY ��� NO REINFORGING NEGE55ARY ^ � ^ ' i
<br /> i - �--- � DGK-0 DGK-010 � 'n i
<br /> PROVIDED TYPIGAL SPAGING � PRPlIDED iYPIGAL SPAGIN6 IJETA/L 1 � ��-010 'I � � _ �' � �' � � � ~ 'I' � PVIELD5�24"oc TO ALL a/PPORTS PARniLEL TG DEGK FLUTES. I P
<br /> D<_b" � REQUIREMENT5 ARE MET RECd11REMENTS ARE MET x F r_ __ _k_'^" e ,___ LAR TO DEGK FLU1E5.PROlIDE%G EFFE LE I ZZZ Eturia Street
<br /> ---- --__.. °__.--- ---- � - 3 + (v 4�"MIN. I SeatUe,WA98709
<br /> \ � � '
<br /> �-- ---- < . '
<br /> 6'<D<13' 1 2 """- i � � 3. GONNEGT DEGK SEAMS VYITH 8U1TON RINGHES�3n oc. i T 206 285 3026
<br /> __ , _ , i
<br /> -- ----{I-- -- --- 13"MA7(.-- � - - � � 4 A LI51ED
<br /> ; -� TYPE=A5G 1lN OR2VERG0 iY2 FORMLOK, GGO MECHANICAL ENGINEER
<br /> --- ------ iRIM BAR �---- i ^ � 'll 'I ' 'I INFORMATION�OEN6PvEER PKIOR TO BE�INGBSHOP DRAWINGRE5EARGH I
<br /> 13'<D<_24" I 3 3 MEASJRFD "J tt - - -- _ _ _- ,
<br /> �� � �� � � Q I �i � � � �� 5. REINFORGE MISG.DEGK OPENINGS PER 10/55.01 U QN.DEGK OPENMGS Bellevue Mechanical
<br /> 24'<D<_48" 4 4 --- .. . i . . . -- � � I I `^ DGK-010 G.4LVi4N/ZED NV FOLLO{1f1N6 M/N.PROPEIZTlES: t 331 12oth Avenue NE
<br /> � ----- Fy-38 ks�,PANEL WIDTH-36 MAY NOT BE SHOV�v ON PLAN 5EE ARGH L e ME�H L FOR ADD L MFO.
<br /> I
<br /> I TO DEGc FLUiES ' � Bellevue,WA 98005
<br /> ! -- -
<br /> �� T 425 453 2142
<br /> . � ---. .. ',,
<br /> - ---- '/;'d dQle G8x11.5 �STL-014 b. 5EE 20/55.01 FOR GONSTRUGtION JOINT5.
<br /> � __-___ 20GA. 18GA. 16GA. PLUMBING ENGINEER
<br /> �I � T���4 ;� l. VENTED DEGK 5HALL BE USED AT LOGA�IONS V�W�RE R�FING OR � Inventrix
<br /> flut.¢t . 1= .423 Itt.4 I= .555 In.4 I= .694 Ilt.4 I 719 Second Avenue,Suite 650
<br /> ------ -- ---- - 5= +.361/-.310 in.3 5= ..510/-.511 in3 5= a63W-.639 In.3 ���OOFING MEMBRANE VULL BE APPLIED DIREGTLY TO THE �'�, Searile,WA 98104
<br /> 16 GA. PLAGED -- 4N M�� - CONGREfE SURFAGE. "', T 206 515 4004
<br /> •- • ---- - ----- � 2.5"TOPPING
<br /> ONT -- - - -- _ _---- - ------- - 22GA. 21 �
<br /> --- -- -
<br /> DETAlL 3 i
<br /> - � ELECTRICAL ENGWEER
<br /> �8 �b o� �� ��F� � �p��4 6' 8'-0" � Stantec Consulting Services
<br /> �41RIM B �4 x 3'-0"1RIM SMGLE SPAN GONDfTIONS T-0" 8' 4100 194th Street,Suite 400
<br /> -- GA 20GA.
<br /> -6" 1-0"
<br /> ALL 51 _G€#i€i�€D_ BAR AT EA.GORNFR DOUBLE SPAN CONDITIONS 8'-0" 9' IiI Lynwood,WA 98036-4613
<br /> ON FWTES j�'rA/L 2 I 1 0 iRIPLE SPAN CANDIT10N5 4-0" 10'-6" 9'-0" 1 2 ' T 206 667 0553
<br /> UNIFGRM LNE LOADS / ������T� bxb Yi1.4uW1.4 WINM AT i. U5E GAGE OF DECK PER SPAN TABLE A'LE7(SPAN TABLES A55UME '
<br /> d POINT LOADS PER PLAN / TOPPINGS THMNER THAN 3'L�" SHORING WILL NOT BE UuED).DEGK SHALL HAVE 125 P5F SUPERIMP05FD
<br /> i
<br /> P '/ � �"�-� bxb N12.1w"12.1 WWM AT ' p�pp�yy�p LOAD GAPAGIlY. !
<br /> -J015T MFR,TO PROYIDE V�B MEMBER Q Sx3x%4 TOPPINGS 3%"d THIGKER °� �
<br /> AT POMT LOADS A5 REC�p. � _ __ i m I ,_ _,_ ,_-_,___,-,m �ATIONS � ��INDIGU �EFFEGTNE PUDDLE IDE ER SHEEf TO ALL SUPPORT5 I
<br /> ---J015T MFR.TO PROVIDE �
<br /> -I- --� �� BRAGNG FOR 1KAN5FER OF DE(4)'=_" WE�.JS P
<br /> i � / HORIZONTAL 51E5MIG LOADS � t(Sx9x%4 E�,q�,H S�pE v) LAR TO DEGK FLUiES.PROV ':'9 EFFEGTNE PUDDLE '
<br /> `r E � WELD�.,�24'oc TO ALL SUPPORTS PARALLEi TO DEGK FLUiE5. •
<br /> / ��\ ��� I \� NOTES: _�` ..' � __.'. �\--�1 � ' _ , �`4�"MM. 4. REPORT ALLOPU+BLE SUPERIMPOSREDLOADS.INSUBMIT DE ES RESENLGH
<br /> / / � „ �� m � �Sx3x/a ` ; -- o-4 3x3x/, ry� _ � 2
<br /> � Ul N II
<br /> \ � Y/ I Y 1. WELD DEGK TO ANGlES NU'fz d R/DDLE 1"€LDS�6 OG ALL AROUND OPNG. ^� � I�� �I�� EAGi 51DE TYPE-R5�?YY OR VERGO rY1 FORMLOK, 66d
<br /> i I �� INFORMATION TO ENGINEEft PRIOR TO BEGINNMG SHOP Dh�A}^UNGS. II
<br /> \ � 2. NO REINF.REQUIRED FOR 51NGLE OPENINGS 6"DIAMEhR or b"Sc,lR.or LE55. 4 5x3xYa GAL1�i4N/ZFDDYIV POL.LD�NING M/N.PROPERT/E5: 5. REINFORGE MISG.DEGK OPENING;PER 10/55.01,U.O.N.DEGK OPENINGS
<br /> V �
<br /> \ i/ � � 3. LAR6ER OPENINGS MUST Bf GOORDINAIID W/ARGHffEGT S ENGINFFR. PL.AN VlF1'V ['�/ Fy°38 ksi,PANEL WIDTH=36" MAY NOT BE Sh�ONAi ON PLAN-5EE ARGH'L 6 MEGH'L FOR ADD'L MFO. i
<br /> / ��6 v 20GA. 18GA. 16GA. b. 5EE 20/55.01 FOR GONSTRUGTION JOINT5.
<br /> � / � i
<br /> « I �/ / � ��
<br /> \ � E___� � � E_� ` ' � I= 423 in° I= 555 in 4 I= 694 in 4 � ' T Re��s�o�,�
<br /> l. VENTED DE�K SHALL BE USED AT LO�A IONS WHERE ROOFING OR
<br /> ��--�I E--I -� E I �� �E-�-����� �� �-� - - ,I �^ 5= �.361/-.3�0 in.� 5= r.510/-.511 In3 5= +.634/-.639 In.9 �+�RPRooF NG MEMBRANE WILL BE APPLIED DIREGTLY TO THE �
<br /> I ,
<br /> " 1 � I � � r�11 � I � CONGRE?E`�1RPAGE
<br /> � :_„ �' � I I . --� i�===�� � ���V `�JG' j 3.5"TOPPING '
<br /> ` A55UME l PSF VERTIGAL \ I�_I__ ��, � 20GA. 186A ibGA. '
<br /> �. „
<br /> �. , �
<br /> TOTAL DEAD LOAD ��----A55UME 1�2 PSF HORIZONTAL -J i �' I ° >a 51NGlE SPAN CONDfTI0N5 6'-b" 8'-0" 4-0°
<br /> FOR HUNG LOAD5 LOAD AT BOT.GHORD OF JOISTS � DOUBLE SPAN GONDITIONS T-6" 4-0" 10'-0"
<br /> (5EE PLAN NOTE 4) (INGWDES PARTITION LOADS) 14 SEGTION 16 TRIPLE SPAN GONDITIONS 8'-0" 10'-0" 11'-0" 1 8 '
<br /> _ _ --_ ___ __ i
<br /> '�z . � � 2L(MIN) �PER PLAN*_ �'I � �
<br /> ,� � SHEAR GONNEGTORS - - 2L(MIN.) P62 PLAN ���NNEGTORS ;
<br /> � 8° (N)51UD5 EC7UALLY SPAGED 8"
<br /> DEGK b TOPPM6 LAY OUf DEGK TO PROVIDE 9" c> x �--� , .� �
<br /> GONS1RUGTION JOINT LOGATIONS ��R GONNEG70R5 'r' � � _ �� �I`��� NOTIFY ENGINEER PER PLAN fi k NOTIFY ENGINEER ;
<br /> � � = M� /a%%248 5iUD5, I ���� \ � �FOR DIREGTION IF NWERE OGGUR5 \ 18 FOR DIREGTION IF
<br /> DEGK 6 TOPPING PER PLAN __ PER PIAN MM.LONTAGT BETWEEN LOW �a - 5EE PIAN FOR NUMBER OF 5TUD5 MAX.I , I i MAX. ��� I MAX ���pEp
<br /> TO BE DETERMINED BY GONTRAGTOR. 1 3„
<br /> I FLIJTE AND FLANGE OR GUf � i i
<br /> SUBMIT PROP05ED LOGATIONS TO E � .
<br /> DEGC HIGH FLUTE AND INSTAI.L i w 7yp. r deck � I I
<br /> ENGINEER AND ARGHITEGT FOR REVIEW i � � per deck
<br /> (ORIENTATION VARIES) PER pLAN E t FILLER PLATES AS RECd11RID � notes' �__ \ I , notes
<br /> � d APPROVAL PRIOR TO POURMG 51AB. ��b ; \ �
<br /> � u I BETY�EN AD.IAGENT LOW FUl1E5 � � -u4 CONT.WHERE � r II a4 CONT.WHERE �
<br /> i
<br /> . .�., ` ,-. . � � ,, � - „ ,• �-3 HGYJIU OGGJR ', ..I a3 HOOK�OGC.Uft -
<br /> ..__._-- -- - - --- - --------- '.._--__-------'� ----- ---�- li 1� I
<br /> � DEGCdTOPPMG � DEGKBTOPPING '
<br /> M)=TOTAL NUMBER OF 51UD5 PFR PtAN PER PLAN �EDGE FGRM BY METAL PER PLAN-EXTEND DEGK \ -EDGE FORM BY METAI. '
<br /> ��M. � ��4 x 4'-0"�18"oc G1RD.
<br /> DEGK SUPPLIER- TO 5LA8 EDGE A5 SHOWN DEGK SUPPLIER I
<br /> I ���B�p�,� �3 x �SPAGED DE51GN 4iGH THAT
<br /> ON.IOINT OR EXfEND ----- ,_
<br /> REINF.PER PLAN FOR PEit SGFIEDUI.E BELONI' SHORiNG�5 NOT RECd11RED �3 x �5PA'ED I
<br /> NOiLr (/�.�OM T.O.SLAB) PER SGtiEDULE BELOW BEAM P�PLJ+N
<br /> THE FULL LAP SPLIGE \--BE4M P�PLAN ('/,"GLR.FROM T.O.SLABi
<br /> LENGTH(WHIGHEVER `--BEAM P82 PLAN 1. GEN7ER CONNEGTOR5 OVER BEAMS AND GIRDERS TYPIGAL.
<br /> � 15�REATER REINFJ DEGK PARALLEL TO BEAM DEGK PERPEND/GULAR TO BEAM
<br /> �. WHERE DEGC FWTES ARE PERPENDIGULAR TO BEAMS U5E
<br /> DEGK PERPENDIGULAR QE(.K P,qRRLLEI (2)5ND5 PER FLU�E�3"oG WHERE NUMBER OF 51UD5 FXGEFDr *SPAGING SCHEDULE �`SPAGMG SGHEDuLE
<br /> 10 � _-_.__ ---..__. .
<br /> i� r 8/<4Ly512" 24'a*3 BARS �<_L OMIT tt3 BARS
<br /> M
<br /> 19 /�O TO BEAM TO BEAM ^I 3 5EE GENERN.SiRUGNRAL NOiES FOR STUD REQUIREMENTS L L <_12" 32 oc �� I 4
<br /> L L"I
<br /> L<_18" 24oc
<br /> r___ attachper � ,�5x3xYaGONT.(LLV) N011h C��n�C
<br /> r � / I
<br /> �deck notes ,� � IW r"q x 4"5TUD5�24"oc �.
<br /> e � � � I8'IS 13tr,Sireet
<br /> #3 x �-�24"oc --, �LOGATION
<br /> �a � , � DEGK d TOPPING ' � �
<br /> j PER ARGH'L ROOF DEGK PER PLAN - ROOF DEGK PER PLAN i
<br /> i -� T.O.51EEL Everett,Washingron 98'L01
<br /> PER PLAN(SLOPE '
<br /> 3„ ORIENTATION VARIES � � �� el.per plan �� VARIES) � �_ � ;� EL.PBt PL4N
<br /> DEGK d TOPPING - MIN.� - �/, 312 -ORIEN7ATION VARIES � p i�'
<br /> PER PLAN -�4 GONT. � --� n�,r � i' o�wm�nue
<br /> I i - � , RCOF DEGK PER PIAN
<br /> � DEGK TOPPING I p p
<br /> e�.per p�a7 - �P� � - - METAL DECK
<br /> -,- --„_, • el.per plan , . I
<br /> _____ (r�c,�nrsu+J e� er ianr� I DETAILS
<br /> � �` ---` �--- `� eEMr IC Y:'x�ns�m.-- �
<br /> . HOLD 1"GLEAR OF JOISTS A7 � -
<br /> i EACH END WHERE OCCUR5,iYP. _ YYi4x12;ONT BTWN.
<br /> L 3X3x/a GONT. pRIENT 70 REMfJN WITHIN ARGH'L �- --- -- -- J015T5(HOLD MW(2" 3�� '
<br /> FMI5HE5 WH52E GONGFI+I.ED GLR OF J015T5 AT ENDS)
<br /> �� � ��i ,
<br /> --BFAM PER PLAN
<br /> BEAM PBZ PIAN d PER PLAN --� �
<br /> BEAM PER PtAN
<br /> NOTE: I OR BF ELEV. I
<br /> FILLER iC REC,�IIRED FOR BRAGED FRAME BEAMS AND MEMBERS FOR GALL-0UTS � I y�� 1
<br /> `ri , DENOTED'SiRUT"PER PLAN AND ONLY FOR THOSE HELD DOY�W P5 "' M GOMMON SEF ^ I I �qyj ��J'�'
<br /> n/(�''+� I/'� sHowN FOR.io�sr su�oRr.Fiu.r��e,�.so a�cui�wH�� � fi'/^ � �
<br /> .,
<br /> 2� `v `� O R I E N T A 7 1 0 N G H A N G E S O R I N H E R E S P E G I F I F D O N D E T A I L S. 2 8 �T'vL �8/55 01 L 9 �O � �'+L � ./
<br /> � ._ j Y F�/� /U �
<br /> .._. _-._....__.-
<br /> . ' � _ �.
<br /> ' �,/()n,�� `'=�\W
<br /> C ia �-�4 x 1'-b"DOWEL�18'bc 01�30�t1
<br /> 'a '-� a4 GONT. #3 x-t_A�24'oc_ I'; iN EPDXY GROUTFD HOLES I
<br /> INCAMING BEAM �� PER PLAN ��
<br /> PER PLAN � �` - - a4 x�DON�LS�18"ot /� AllDIOLOGY BOOiHS DEGK 4 TOPPING - DECK d TOPPM6 \ 4"TOPPING 5LA8 OVER RIGID
<br /> � �-STEP PER 36/55.01 I i - ��N�P� M EPDXY GROUIEU HOLES� i / PER ARGH' el.�r p�LAN \ _ 6'� - M b f � INSULATION PER GENERAL oate_ ia NovtMetR,zots
<br /> � / 3"RIGID IN5UL4TION � �R P� SiRUGNRAL NOiE 3� ,
<br /> � _� -,_�_, . ,_ .. � el. r lan � � � el. er lan el.per plan � � � � ����� ,eoiya-oa
<br /> _ . . . -.-_ � � _ �
<br /> , �--. . � �o . . . �� � . . . . . , Pe p � p p - � �
<br /> � ' . >=. . ._-.. __..- � - -_. `i�_ -Pcr-.i.. 4-.. . _= Orawn BY. DAM
<br /> � � II
<br /> , I I I el.per plan
<br /> � ii F �I � � -�-- Ghe keJ R�. Rf,'T .
<br /> � I �ti •
<br /> � �� / ol
<br /> I I
<br /> JL o II I i I �y� _ n 'o I N II ...� N4 iANT. Drdw��t9 Nu.
<br /> �
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<br /> � a ii � � ° �, ��. /3x3xYaC,OMT. %
<br /> � � a� ____--- � _ _
<br /> � I 6EAM PER �__
<br /> � � I I PLAN CONN.PER 6/55.02 -� -BEAM PER PLAN � 3/b/2-12
<br /> a FLANGE f�%B'x10" / bpth � I � I
<br /> � (GR.50) 5ide5 s GONN.PER 2/55.02 I � BEAM PEK PIAN �I S�.0 1
<br /> � � �� � ��
<br /> °' FOR GALL-OUTS F�GE tC�/"x10"� �
<br /> � M cor+r�roH s� r�R.so� ���„� H�co or,�s ;a�� �o�� � PERMIT
<br /> M � 31 ��� �,��, 33 DETAIL 36/55.01 34 ���� ��501 35 � 36 coRRECT�oNs
<br /> ,
<br /> � ---- I--__ ____
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