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<br /> PER DETAILS
<br /> MASONRY BELOW MA50NRY VENEER � II
<br /> WHERE oGGURS 5P�4N LEDGER PER ARGN'L
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<br /> � l'-0�<_�L< 2'-6" I �bx4x�/6(LLV) �i � 5HEAIHMG t INSULATION � � � � ._ METAI.STUD PER PLAN b DETAILS ��"�"'ER cuNsu�Fenscn necHirecrs uv
<br /> HOR/Z. MAX. VERT. ' 1� I
<br /> SHEATHING PER ARGH'L--- I - �- - - '/ ���'L ANGHOR SPAGlN6 OP I
<br /> ( d bx4xY,(LLV) --p�GE MpRTp2 SPAG/NG ANGHOR50O i PoeruNo �
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<br /> � � .U+MB OV5t FLASHIN6 12"a 18"oc j � ios nNceies
<br /> METAL 5TUD5 PER PLAN � � - - wnsniNcroN oc
<br /> I p�qR�{�� �- � HOHMANN AND BARNARD 2-SEAL I NEw vOxK
<br /> d DETAIL5 � �4 M�_I � / 16"oc I 18"a ..L THERMAL YVING NUT ANGHOR YV �
<br /> � ?� FPSTENFR A5 PRP/IDED BY THE �
<br /> � at ea. � -� HD.GAI.V.LEDGER 24 a ' 12 a % MANUFAGIURER NSE THERMAL I 925 Fourth Avenue
<br /> CANGRETE 2-SEAL WING 4UT i Suite 2400
<br /> Ya 1'h ytuQ -�� -� � �� ���� -` AN�HOR AT GONGRFTE OR �� Seattle,WA 98104
<br /> LFDGER BFARS ON BRIGK.lAMB, �,4 �i PLAGE ANGHORS�8'bc AT VFRT.
<br /> INDEPENDENT OF METAL 5TUD5 ���� P���'L EpGES OF ALL OPENINGS. ANGHORS MA50NRY BfwK UP Y�LLS) I
<br /> T 206 623 9414
<br /> veYt.weld � f�� (1Ys"MAX.) SHALL BE LOGATFD MAX_12"FFtOM FJ7GE �'% � � F 206 623 7828
<br /> at ea.5tu4 y4 �� ���� GONT.Ya"GL05URE IC OF OPENMG IN PIAN(ADD ADD'L VtALL !_'^ � BRiGK VENEER PER ARGH'L I www.zgf.com
<br /> �-- - AGR055 LENGTH OF OPENMG 51UD5 AS REQ'D). �,� �'., I
<br /> � W4{ERE REQp,pEft qRG{'� __ �.� __ _. ` �---RIGID INSULATION PER ARGH'L i co�s�na�is
<br /> H.D.6AW.Q PER DETAILS � ����- �� � j
<br /> �"=1'-0" � STUDS PER PIAN, 1h"=1-0 BR�GK VENEER �- --SHFATHING PER ARGN'L NT5 � CIVIL 8 STRUCTURAL ENGWEER
<br /> 1 2 �a�e��,o, 4 6 �
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<br /> � � 801 Se�n Porter Lundeen
<br /> 3"MM cond Avenue,Suite 900
<br /> ,� Seattle,WA 98104
<br /> II � BEAM PER PLAN �� T 206 343 0460
<br /> ib GA.IRALK - � �i" i
<br /> -GONNEGT TO GOL. ATfAGH TRAGK W/(2h20W5 - LANDSCAPE ARCHITECT ,
<br /> YU DRNE PINS�4"oG OF 0.14"0 DRNE PINS \I %"DEfLEGTION ALLOWU+NGE Slte Workshop
<br /> STAGGERED �24"oc TO BEAM �, 222 Etuna Street
<br /> GLIPS PER 30/51.01 -� �� � �` I Seattle,WA 98109
<br /> (3�8�2"a EA.51DE , T 206 285 3026
<br /> FOR H<14'-0" '
<br /> � I p � I� i6GA.TRAGK NU 2"MIN.LEGS. MECHANICAL ENGWEER
<br /> FOR N>14'-0" Bellevue Mechanical
<br /> - � - 1331 120ih Avenue NE
<br /> 51LL PER 24/5"I.Ot - - -
<br /> 14GA.TRAGK W/2"MIN.L G5
<br /> , � _ _._.__ __ E Bellevue.WA 98005
<br /> � . � 5iUD5 PER 18/S1.01 - � T 425 453 2142
<br /> � PLUMBWG ENGINEER
<br /> � BRIDGING PER 34/51.01 ---'
<br /> HEADFR PER 24i5�.01 � NOiES: NP 6
<br /> H55 CAL.PER PLAN _�_ .� I I InvenMx
<br /> �� 719 Second Avenue,Sui�e 650
<br /> GLtP5 TbB PER 30/5"f.01 -- ���q�,�yj�/Orj � Seattle,WA 98104
<br /> T 206 575 4004
<br /> 1. CANNEGTIONS SHOWN THIS DETAIL APPLY TO THE TOP OF iYPIGAL SIMPLE ELECTRICAL ENGINEER
<br /> SPANNING YIALL 5TUD5 WIiERE DEFLEGTION ALLOWANGE OGGURS.
<br /> 5/L.L GONN.pT STFEL GOLJIMNS HFAUER GONK AT STEEL GOLUMNS Stantec Consultiny Serwces
<br /> .,,�,..,,.., 2. 5EE DETAILS FOR OTHER CANNEGTIONS WHERE 5TUD5 BYPA55 SLAB ED6E OR 4100 194th Street,Suite 400
<br /> 7 ^ I 0 SUPPORTING BEAM5 OR WHERE NANGING SPANDREL fYPE GONDITION5 OGGUR � ^ j Lynwood,WA 98036-4613 `
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<br /> T 206 667 0553
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<br /> 12/5�.01 �
<br /> TYP.,U.O.N.
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<br /> �i II I i
<br /> -%'m ARG SPOT N�ELD -SNDS PFR SGHEDULE
<br /> Ar 16"oc AGGEPiABLE STUD NIAL.L SGNEDULE ���
<br /> AT PR0IEGTFD ZONES I
<br /> 24/5�.01
<br /> OF 21/55.05 STUD VyAI.L
<br /> TYPE
<br /> i66A iRAGC(20GA.MIN. % DRIVE PMS PER 30/5"I.Ot N� PER 36/5�.01 j -
<br /> AT INiERIOR YVPd.LS) \ � � ONLY ALLOWED A7 NON- - j HEADFR PER 5;HEDULE i
<br /> VW 1%a"MM.FLANGES � � PR0IEGTED ZONES � OF 24/S1.01 H<_;4'-^v' S-618
<br /> MO DEFLEGTION GAP) � 'D" H'- 4-a' S-616 i
<br /> DIAGONAL H55 BRAGE � �'�� I
<br /> PER BF ELEV5. SILL PER SGHEDULE OF I
<br /> 24/S1.01 NWERE OCG1R5 '�
<br /> - (GONFIGURATION VARIE5) I �`�°�StOOS
<br /> 1!2"=1'-0" --- --�--� �NO.OF fULL HT..lAMB I .
<br /> � S1UD5 PER 24/5"f.01. ' ,
<br /> -. . . .1--.---.. - U.O.N.(WELD PER 26/S1.01) II
<br /> 13 14 15 �,�.,N�,���,� 1��� �,S,o, - ___ ���Rw�ND��RAR�� � $ I�
<br /> 5TUD NWLL TO BRAGED FR4MF �
<br /> BRAGE GONNEGTION OETAIL n'P.,u.o.N.
<br /> ------ __-- _ - - --- ---- . a
<br /> r - 5�`'� SPAN"I7" NEADER NO.OF FULL HEIGHT '
<br /> -J' -
<br /> � 18/5�.01 GpND/TlON TYPE Jr1MB 57UD5 UO.K PER PLAN �'
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<br /> a8 SGREY45�6"oc,iYP. , PER 2V5�0� �6"o�c,i�YP. � �TRAGK MO -4'-0 <L<7-�" -6-- - , _ _ i
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<br /> I EKTEND HEADER Y`�85 I
<br /> (2)8005162-43 - � �', � ', OVER JAMBS C GONNEGT
<br /> HEADER(U5E 51LL � (2)8005162-43 k� �^V(2)�8 SGREY`l5 TO EA.
<br /> GONPIGURATION �( HPADFR � �'�� � SiUD,ttP.
<br /> gABWE OPENING Z I �I
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<br /> HEIGHT OF WALL � !
<br /> --------GONNEGT 51LL TO JAMB b ' ��--WHEf2E HEADER GONNEGTS
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<br /> I 5it1D5 BEYOND NV � �--- GONNEGT SILL TO DIREGTLY TO 51EEL I '
<br /> 15 LE55 THAN 1S'7 ' I
<br /> GLIPS PER 30/S1.01 TOP .IAMB 51UD5 BEYOND � �� GOLS.AiTAGH HFADER �
<br /> 0 80T.OF&11LT-UP W/GLIPS PER 30/S1.01 �--� I PER 10/51.01 i
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<br /> is/ fLANGESMO � GONT.I6GA.51LL / ',� 5iUD5PER5GHEDULE
<br /> SPLIGES)G LONNDE� � TRAGK YU 1/�LEG v � �.. . - _.. .�''.
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<br /> TO TRAGK Nt/ 8 SGREN5 , YVHERE OGG1R5 LIPS PER 30/5�D1 1 � (��28/57.01)
<br /> �6"oc EA.51DE � Jr (NO SPLIGES) �EA.TRAGK TO 4 1%"=1'-0
<br /> 19 �0 �� HEADER B SEGT/ON HEADER p SEGTION .wMB SiUD TYP.JAM6 GONNEG7lON 24 �'
<br /> (5EE 10/5'I,01 AT 51EEL GOL.) `"�
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<br /> Si11D PER ELEVATION------� ---JAMB SP1D5 �I
<br /> pit pE7AIL5 �� , PER 18/5T.01 NO�� CIIC�IC
<br /> -DRNE PINS�12"oc TO I
<br /> 2'� � ��� USE(3�8 SGRFY5 ' -Y�ELD PER 28/St01 �
<br /> NO RINGHGJT SHALL -- STEEL OR CANG.SUPPORTS
<br /> t GONG.1 �\� 1815 13th Slreet
<br /> (EMBED 5"AT
<br /> 2„ � � OGGUR WITHM 1Z" I TO ATfAGH 4 TO WEB I
<br /> FROM END OF 5TUD5, AT7AGH NU(2)ROYLS OF GLIP FA.51DE AT Everett,W ashlnyton 98201
<br /> 1YP. 2 �Ty36 � yVHERE 5TUD5 OR J015T5 7Yp. �8 SGREriS�16"oc TG GLIP Q 1%c,i,x 16GA. E � ,1AM8 5iUD5 d I
<br /> MqX. �ibGA.X iRAGK YVIDTH �`-*�T��, 1 METAI.FRAMING SUPPORTS �N6TH=5T11D WIDTH �� I � AT ALL 12"5TUD5 �
<br /> 5T11D5 MUST 8E -- LE55%;' ��w��9 r�nr
<br /> W/!2)RON5�4"ot � � WELD A5 SHOYaI � �
<br /> OF(6)�8 SGRFYLS, � �'��Y s�'�D , � �� - ' METAL STUD
<br /> GiRD.ON SPLIGE AGNNST iRAGK,IYP. 16GA.TRAGK�^U � - ,
<br /> , � I ��A.� _ � i°MiN.��s �., � t-�> = " FRAMING DETAILS
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<br /> W/1"MIN. � � ��"l n � ��,f/
<br /> - -iKAGK PER DETAILS I LEGS �
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<br /> r J� � 'r � (2)DRIVE PINS TO STFEL OR
<br /> � t=GAGE OF MAiERIAL
<br /> --a8 SGREIN FA.51DE � ,',ONG.SUPPORTS(EMBED 5" '
<br /> � TRAGK SPLIGE YVHERE I � �pryN��p AT GONGJ ATTA:,H W/f3�b SGRF3^l5 �
<br /> REQD.SHALL BE LOGATED � TYP.6"l4ND B"{'YALL 5TUD5 .G4M6 5TUD5 SCREVLS To METAL FRAMMG SUPPORTS �
<br /> �MIDSPAN OF HEADERS �� NOiES:
<br /> OR 51LL5 �
<br /> i. CONNEGTIONS SHOVPI ON h115 DETAIL APPLY TO THE TOP OR BOiTOM OF IYPIGAi SIMPLE SPANNING WALL 5ND5 SUBJEGT ��'�
<br /> TO WMD LOADING.SEE 12/S1.01 FOR GONNEGTIONS AT TOP OF WALLS VWERE DEFLEGTION ALLOYtANGE OGGURS. ' o� � �����
<br /> Q 2. SEE DETPJLS FOR OTHFR:ANNEGTIONS WHERE STUDS BYPA55 5LA8 EDGE OR SUPPORTING BF1+M5 OR WHERE HANGING !-� �_1` ;�j. '
<br /> 25 26 27 MultipleStudorJoistConnection2U sP��coN�ir�or,sou,uR 3� II ,!� �
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<br /> METAL FR�M/NG NOTES: �� -, ;�w .��
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<br /> ' 1. METAL FRAMMG USED SHALL CONFORM TO THE 5PEGFIGATIONS OUiLINED b. N1ALL FRAMING: II o�/�/�'
<br /> M THE GENFRAL NOiES M ADDITION TO REGUIREMENTS NO1FD HFRE. TWO 5TUD5 MINIMUM SHALL BE PROVIDED AT THE END OF.A��N1ALL5
<br /> AND AT EAGH SiDE OF ALL OPENM65. 5EE(18/5�.01)FOR VyALL '
<br /> --t$16GAxi%"xi'�" 2. METAL FRAMING d 51RAP BRAGING SHALL BE G60 GALYANIZED SGHEpULE b FRAMIN6 OF OPENINGS,U.O.N. .
<br /> BRIDGE GLIP,TYP. � Date 14 NOVEMBER G016
<br /> UNLE55 OTHFRNUSE NOTED,GONFORMMG 15 FOLLOWS:
<br /> ' S�34/5"1.01 FOR REQUIRFD BRIDGING. I ��,�,N� si6�»a-oa
<br /> .I� 12,14 GAGE ASTM Ab53 OR A1003,GRADE 50 �
<br /> I __�4�8�� 16,18 AND 20 GAGE ASiM Ab53 OR A1003,6RADE 39 8. SEE ARGH'L FOR 51ZING 8 DETAILING OF INTERIOR,NON-BEARMG VlALLS. I o�aw�ay onnn
<br /> ibGA�F� �
<br /> 9. ALL 5ND5 6 5ND 6ROUP5 SHALL BE LAIERALLY SUPPORIED TO 9. SEE ib/5'I.C?FOR�ONNEGT{ON OF 5TUD5 TO INiFRIOR GR EXTERIOR ���"`"r`f ai: R"
<br /> N01E5: / e PREVENT Y�AIc AXIS BUGKLING BY GONNEGIING FAG+I FLANGE TO BRAGED FKAME BRAGFS.
<br /> 1. BRIDGMG 15 REQUIRED FOR LOADINGS APPLIED �YPSUM NW-�'4RD PER A`'iM��280. �
<br /> ME7"AL STUD�1GM1L.L TYPES: o�aw���N�
<br /> BEFORE SHEATHING 15 ATTAGHm TO BOTN FIANGES. •
<br /> BRIDGING PROJIDES RESISTANGE TO ROTATION 4. TRALK SEGTION5 SHALL BE UNPUNGHED AND HAVE AT LFAST 1"FIANGES. T
<br /> U5E OF SLOTTED 1RAGc t5 NOT PERMITTED UNl.E55 SPEGIFIGALLY ✓�L DE5IGNA ION STUD TYPE SPAGNG NOTE: �
<br /> GAllSED BY YWND LOADING,AND RE515TANGE TO 5EE PLAN FOR LOGATIONS
<br /> BOTH ROTATION AND MINOR AXIS BENDING GAllSED I APPRO�ED BY ENGINEER OF REGORD. 5-418 4005'3'43 ib oc pF STRUGTURAL STUD GRa1P5 i
<br /> � �i50U50-54BRUGMG 5-616 60052GG-54 16bc '
<br /> Q BY.AXIAL LOADING. DE5IGNATED<X>YWKAISUPPORT � ry J.O�
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<br /> GHANNEL�4'-0"oc 5. V�LDIN6 OF COLD-FORMED METAL.FRAMING SHALL GONFORM TO ANS 5-618 60052cC-43 16"oc BFAMS OR J015T5. V�LD 5TUD i
<br /> MAX.VERTIGALLY,IYP. D1.3 AND SHALL BE PERFORMFD BY 1^�LDER5(7UALIFIED TO PRODUGE �`J �
<br /> � �. BRIDGING SHALL BE EITHER WELDED OR SGREWED GROUPS TO6ETHFR PER 28/S1.01 '
<br /> i THE 5PEGIFIFD GlA55E5 OF Vff1D. i
<br /> � �5H0�. ,
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<br /> -onS ,
<br /> M 31 32 Bndging for Metal Stud Wall34� Metal Framing Notes 36 C�I�RECT�d��
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