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<br /> 24'-0" 2�-0 24 0 �XISTING FRAM� ( �
<br /> . � : ,.
<br /> � � � I . (TF+E FOL�OINING APPLY UNL�55 NOTED OTHERWISE ON T�+E DRAININGS.) .
<br /> 22'�ID" �'-0" j I BEYOND GRID �1 i � � - `�
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<br /> I � ( � � ( ! I �i�I���I�t 3 2 1 2� I N�Y E R H A�U S E R W?5 Y 5. -
<br /> ���� SUITE 103
<br /> I BRAGING � I � ���� ( � I � I I 1�5HIP DE51GN AND GONSTRUGTiON S�fALL �FDERAL WAY, WA. �8001
<br /> JOIST � - I I ALL MATERIALS WORKMA
<br /> i � I ` ` -_"_ ` _ , _ � _ T � _ ^, - - 4 _ . � � � GOKF�RM TD THE DRAWINGS, �
<br /> � �� �- ` ._-.- NTERNATIDN�L BUILDING GODEPEGIFIGATIONS, RND TH� 2012 VOIGE: �253� 8350081�
<br /> [+II -D ] s � I �AX� t )
<br /> � � � � i ux, `-' `� �
<br /> � � � � 2�� 2��
<br /> `� � ,� � � � � ` DE51GN
<br /> G� � � � � �-- LIVE ENGINEERING �C Ot/28J2018 GNm
<br /> DIAGONAL BRAGING � ��,�\�/ � °G � � � � 4 LOAD TYP� LOAD GRIT�RIA � I
<br /> i '� i �� i � � ► � (2) 8005162-54 .
<br /> _ X � V � , � � , � 4 GEILING LIVE LOAD 10 P5� BLDG MAIKTENANGE �'���F �A ���'�
<br /> 5�E b/51 FOR � �' ; ; i����I � i / QI � i � � � BOXED
<br /> o .� , ADD,.1015T � ►- I � � � �� ��
<br /> S�GTIDNAL DOOR � � � � WIND DE51GN DATA BA51G WIND SPEED = I10 MPFf �
<br /> II�FIL.L � �`�-L, i �� ,�i--' �C 4��0 � � � X X ,� (3-SEGONP GUST) � .
<br /> � G.1 � 24 � � � GJ
<br /> � �� � i � � � � � o � I � � ` EXPOSURE: B, Iw - I.Q, Kzt = I.0 � �'� � 3 �w �
<br /> 3'-7° 12'-O" 3'-rt" �,-.� � �e`i / i � � i � m . � � � 1 EARTHQUAKE 51TE GLA55: D ' Q3 � A ��' �
<br /> ��
<br /> ��� � �., / E � � � - ��- � EaIGN DATf� 5s 1.3q 5ds 0. g
<br /> � � !�__----�----� � � -_�_ -- ---- _- : � � _ 51 = 0.532g 5dl = .532g
<br /> --- - - - - - -
<br /> -_-� ---_ - - - --_ - - --_--- --------------- .. . . . .
<br /> _ .._.-.�.: �.
<br /> WA�L 5TUD5: 5EI5MIG DE51GN GAT�GORY: D
<br /> „ 5EE DETAILS I6 �
<br /> 57UD5: 3505125-33 @ 24 T}.}� la/51 TYP. W51: 6005125-33 @ 16"oc G�N�R,�L GONDITIONS
<br /> G.1: SODSI62-54 � 24 0� W51: 6005125-43 c� 24"oc .
<br /> i� _ �,-0� �' = I'-o" �
<br /> HDR: (2) 50051 b2-54 BOXED I��e�i or �I�v�t i on Non��P��'I�l �I�'� W�� ( � GONTRAGTOR SHALL PROVI DE TEMPORARY BRRGING FOR THE STRUGTURE �
<br /> I�ar�i�l �lan New �eilin � � ,
<br /> g AND 5T(�UGTURAL GOMPONENTS UNTIL ALL �IKAL GONN�GTIDNS �tAVE BEEN Q
<br /> GOMPLETED II� A�GGORDANGE WITH T�+�SE DRAW4�lG5. THE GONTRAGTOR 15 � -
<br /> 7 RE5PON51BLE �OR ALL 5AFE7Y PR�GAUTIONS AND TNE M�THODS,
<br /> 7EGHNIQU�S, S�QUENGES OR PROG�DURES REQUIRED 70 PERFORM THE W017K. �
<br /> �
<br /> � �
<br /> 4 3 � g T�6�A GONT. ���GH i DRAWINGS INDIGAT� GEN�RAL AND TYPIGAL DETAILS OF GONSTRUGTION. � o
<br /> Q � WI-fERE GONDITIDNS ARE NOT SPEGIFIGA�LY INDIGFtTED BUT ARE OF �
<br /> I
<br /> � �� 51MILAR GHARAGTER TO DETAILS SHOWN, SIMIL�R DETAIL.S OF �
<br /> � � � � GONSTR�JGTION SHALL BE USEl7, SUB.IEGT TO R�VIEIN AND APPROVAL BY �
<br /> co
<br /> . � I EXISTING FRAM�S � OPENlNG PER ARLH - 4� -� � - - - - - TNE ARGHITEGT AND THE STRUGTURAL EKGINEER. �
<br /> I EXISTIN� FRAM�S � � � ^ � , � �� � DIV1510�! 5: ST��L. �
<br /> � � I � - - �._ - - - - �
<br /> I S1UD WAL�
<br /> PER ELEVATION � � STRUGTURAL STEEL �ABRIGATION AND EREGTION SHA�� BE IN AGGORDANGE �
<br /> �XISTING F}SS � � B�xr P�,r� i� ii �����0°F Y`IITf� THE PROVI510K5 OF TI�fE LATEST EDITIONS OF THE AISG GODE OF rQ
<br /> ���5 � I � � � � � � �5�� �X¢���_�u��, !�I I�� STA�NDARD PRAGTiGE �OR STEEL BUILDINGS AND BRIDGES, AND THE Q �
<br /> OPENING � � ADD N554x3x�° � I PER ELEVATION �cw��D�w/(3) �� SPEGIFIGATION FOR STRtJGTURAL .101NT5 USIN6 ASTM A325 OR A4q0 BOLTS. � �
<br /> � EA 51DE AT NEW � � � #Ip SGREV�45 EAGH ��� �!� �
<br /> GAhIOPY � � ADD Gbx10.5 f�hx5x0�-b°w� - �uw_iN E� �� STRUGNRAL STEEL SHALL GOI��ORM TO THE FOLLOWING REQUIR�MENTS: �
<br /> � DODR Of'ENING I � (3) PLAGES � � � 121:�'� 51MP50N ��I I�� � Q
<br /> � � I TITEK HD EMBED ►I !i ,�STM
<br /> � I � EXISTING WALL � l, 3r4° MIN_ I� �;
<br /> � � 14 xI6GA GONL I � � i�u „� �,; TYPE OF MEMBER SPEGIFIGATIOI� Fy
<br /> I � FRAMING AND TOP TRAGK II
<br /> I � � METAL PANEL � � � � F���� ij I E� � PLATES, ANGLES, GHANNELS A36 3b K51 �
<br /> I 3" 3" I � ( „ I AKD 7HREADED ROD
<br /> SIDIKG � PER ELEVATION w/ �f �� �
<br /> � � � - • - - .
<br /> a o , a a . FINISH PER ARGH �� '� WIDE FLANGE SHAPES Aaq2 50 K51 � -
<br /> 4. .
<br /> ` Q a STRUG1URAL TUSES A500 {GRADE B) 46 K51 �
<br /> �
<br /> EXIST. OPN'G NEW OpEHIKG STANDARD ANGHOR BOLTS A3b OR A307 -
<br /> PER ARGH , p : ,-0, �xiSTir�5� HIC�N-STRENGTH AK�F+OR BOLTS A325 OR AIq3 �7 - � �r
<br /> �. � �,-0. � i �
<br /> New Ex�erior Mando�� �iredoor Jamb � Firewall ��p �onne��ion 5TEE1� TO STEEL GONNEGTION BOLTS A325-N - � �
<br /> ��orefr�nt �
<br /> �e�tio�al �oor Infili � �xis�in �
<br /> g � �
<br /> GONNEGTION BOLrS �oR �,3� OR A3o� �'
<br /> � 5T�E1� 51DE PLATES OK WOOD MEMBERS � � � �
<br /> I L3x3x�i4x0'-4' I��"xbx4 w/ L5x3xiax0'-4'
<br /> ¢�OPENING SYMh�TRY
<br /> m�. (2) �"�eo�.rs �..�.►+.rrn. ALI� lNE�DING SHAI�L �E IN GONFOP•MANGE WITH A.1.5.G. AN1� A.W.S. � } z �
<br /> I FAR5IDE GOLUMrt
<br /> LUM t
<br /> STANDA�DS AND St�ALL BE PER�ORM�D 6Y W.A.�.O. GERTIFI�D W�LU E R � � �
<br /> � � ^ � � ( I I USIHG E70XX ELEGTRODES. ONLY P(�EQUALIFIED WELDS (A5 (�E�IKED �Y `� La � "� _
<br /> I�.W.5.1 SHALL BE USED, � � Z �
<br /> - - - - - - - 1►� � � �
<br /> �^ � � �
<br /> � � � �oL�ED �aNNEGrIONS S+�ALL �E ��SNUr-�I�HrENED° J�INTS EXGEPT WHERE v � w � �
<br /> ' � ( THE DR�lWINGS SP�GI�IGALLY I�IDIGAT� OTH�RINISE. WH�i�E "PR��T�K�IONED" w � � �
<br /> I I� i I I I I II N� DRAWINGS TH� MET�fOD OF PRE-T�N510NI NG �- � ��h -�-! �
<br /> , �15T1� .101NT5 ARE INDIGATED ON T , � � � �
<br /> I � I �i� I I I ( I) SHALL BE OF A TYPE LISTED IN SEGTfON 8.2 4F 7�-{E AISG SPEGIFIGATION FOR � � o � N
<br /> f�EN!H55 JANB - -
<br /> PER ELEVATION � EXISTING NEW FRAMING PER ex�ST�►� S T I�U G T U R A�. ,1 0 1 N T 5 U a I N G A 3 2 5 O R A 4�0 B O L T S. T H� P R E-T E N S I O N I C� <[ � � � �
<br /> ( I i � I I � � f�i r� I �v A r i o H F�i K� II METHOD PROP05ED �Y THE EF�GTIDN GOKTRAGTOR Sf�ALL BE SUBMITT�D
<br /> � i TD THE Ef�GINEER AI�D TE�TINC� AG�NGY AND THE APPROPR I�T E I N S P E G T I D N .
<br /> ' � I �I TESTIKG PROGEDURES DETT�RMIN�D B��OR� ER�GTION 0� ST�EL MAY B�C�IN.
<br /> INFILL wALL w/
<br /> OPENING F'ER ARGhf 2505125-33 i�3�x5x0'-b"w/
<br /> � � � �b�o`�YP. (2)�a�S�M�SOH SpEGIAL ATTENTION S�fALL BE GI�N TO �AYING SUR�AGES AT "SLIP-GRITIGi�I..
<br /> TYP
<br /> � j PROVlnE lia' ��N�+��n I GONNEGTIONS P�R SEGTION q.3 0� T�fE SP�GI�IGATIDK R��ER�NGED ABO .
<br /> I ' ' I TRAGK TD I 3/4' MIN. C p*�
<br /> R.3.�x4x0'-b" w/ ---- � MATGH . I C���� i Oltl'I�� �T��� ����ING
<br /> (2)�"�51MP50N I I� �I I I
<br /> GOLD FORMED STEEL �IZAMIhIG MEMBERS SHALL �E �ABRIGATED IN AGGORDANGE �
<br /> r��K����B I I i �I I WITH 'TFfE PROVISlONS 0� THE L.ATEST EDITION OF THE AI51 "SPEGIFIGA�'ION �
<br /> � �
<br /> 3r¢ MiN. I i a tl a a , FOR TH� DE51GN OF GOLD FORM�D STEEL STRUGTURAL MEMBERS", AND P�R �
<br /> d .
<br /> Q a . . .. a THE IGG f�PORTS RE�ERENG�D IN THE PLANS AND D�TAILS. TEiE MINIMUM
<br /> o �
<br /> °a a . ,Q a 4 �
<br /> d Q Q d Q � UI�GOATED THIGKN�S OF GO�D-FORMED FRAMIKC� SHALL NOT BE LE55 THAN �
<br /> 95�, OF THE NOMINAL THIGKNE55 II�IDIGATED IK TI�E IGG REPORTS. �
<br /> I � GOLi7 FORMEI� STEEL FRAMIKG MEM�ERS SHAI.L :ONFORM TO THE STr�ND,4RD5 �
<br /> � I � AND REQUIREMENTS OF THE "STEEL STUD MANUFAGTURERS A550GIATION", A5 � � � p
<br /> Man �oor �rami� ( �.
<br /> SeGtional �oor Infill � ( �
<br /> �P E G I F I E D I N I G G R E P O R T E R-4 q 4 3 P. R E F E R T O T H E I G G R E P O R T �O R � c o � �
<br /> �Io SGREwS� Ib'oc HE�,DERS t�.�n oN.i�,�E P�r�N A5 "HDR' I�qP�+Ep,pER pyER 2 DE5IGNATION5, REQUIRED PFfYSlGAL PROPERTIES AND MATERPAL SPEGIFIGATIONS. - � � �
<br /> HEA� r�N
<br /> _ Z To�.�yy��-rt�t�►c� ARE 6EARIN�HEADERS 4 ARE NOTED IK .IAhB 5TUD5 w/(4)#10 GOLD �ORMED STEEL STJD WALLS SHALL BE F(�AMED WITH STEEL 5TUD5 A5 INDIGATED � p �' �
<br /> �- � � T N E ELEVA?ION.NEADERS RllNNING SGREY�i TO EP,.STUD
<br /> „ ,. I N T H E P L A N S A N D D E T A I L S. U N L E 5 5 N O T E D O T H�R W I S E, 5 T U D 5 5 1�A L L S E �U L LY v � � � �
<br /> � #1 0 S G R E V�� 3 o c � A�_ I D x 1 0 x I b G A. P A R A L L E L.T O T I�.1 0 1 5 T5 ARE E A.5 1 D E(S TO TAL) �� i 1 L" -�-�
<br /> BLOGKING P�R -"' � '' � S E A T E D I N T O P A N D E 3 0 T T O M T R R G K 5. T i�A G K S S I�A L L B E T H E S A M E 1 N I D T H A K D
<br /> TO ALL�LOGKEN6 ° ° TYPIGAL DETA1L - -�- ' �u55Er� 5�w/ NON-6EARING N�N�Q�) ,-'� , �'' ��; t�� #10 GAG� 0� TI�� 5TUD5; AND SHALL HAVE 1�4� MINfMUM FLANG� WIDTH. STUDS SHALL O � °� p �
<br /> 2 x2 AN6LE
<br /> , P A N E L S T'H R t I T O P 4 GEILING JOIST ' . 't , (4) #1 0 S G R E V�l S E A. �.' ��' S G R�Y V S� � H- tS� � W
<br /> �or.5�5 p�p TM�5 �� w/!3 1 p�q N��R �,;�J - + MEMBER(MIN.1 h+i5 ,,,•% ����:- I6°oc roP � BE FASTENED TO TH� TRAGKS WITh# (I) #10 SGR�W TO �AGH �LAN6�.
<br /> � '�� H
<br /> #io sc��,. ,� .:.-.. �u�sEr rr�.r�r� � , ��,=. ., Bor.�
<br /> ' ��'xlb GA GONT.STRAPS -�� . + ' ,,: , �- GOLD �ORMED STEEL STUD W�4LL5 SHALL HAVE BRIDGIKG AT MID-HEIGHT �OR WALLS
<br /> � + ► � TDP � 60T.OF GEILING i i FAGE TYP.N.NAJ ; + �.'� STRAPS END 11°xibGA TOP ,������pg-� �� HEADER �H��� �'OT��
<br /> �p J015T5� L�GATIONS 4,� '� UP TO 14-FDOT TA1_L TWO ROWS AT THIRD POIKTS �OR WALLS UP TO 20-FOOT TALL,
<br /> i�x166A GRG Ti�f�GK BLOGKIN6 TO .<��, „ ' a �q�K Np. %=� ,;�=� �i � THREE ROWS AT QUARTER POINTS FOR JNA1.L5 UP TO 2b-�OOT TALL. BRIDGING �(���5 �
<br /> �� PER PLAN,LAt'STRAPS �� � � o i
<br /> oR��x2oG� MATGH 5TUD5,PL.RGE� , , � . . -^, r . ,: - - � � AND SHALL GON515�" OF I-INGf� MINIMUM WIDTH 20 GAGE STRAPPING, EAGI� �IDE, -
<br /> STRAP 10'-0'oc MAX.ALO(� 24 MIN.w/(2) RDINS#10 �� f i * � r 4 r �� � .� i
<br /> , WALL d � EAGH END OP ��� 4�OG EA. ROW \ ��, ��---' � .;. ��, � � � `���� � -.%�� ' � 2c�A. FASTENED TO EAGH 57UD NtITi� A #!0 �GREW. AT EAGN END OF TH� YVALI� AND �T ���`�t�L�
<br /> N4ALL BEND UP 4'� �. �b PER LAP) '�;' � + �,��' � '�; � ' c�.osu� NO MORE TWAN 12-�EET OK GEKTER, THE STRAPPlNG SHALL BE �ASTENED TO 51UD
<br /> � ' i� i
<br /> �.(4) #lo sc�v�ro �`� r + �� Y -'�� � Q� � �','' `� " � - g � " �` �H �� ; ���5 BLOGKING WITff (3) #10 SGREW�. STUD BLOGKII�6 S�+ALL GON515T OF A 20 GAGE
<br /> STRAP EA.BLOGK `� . �� #ID SGR�NS� Ib"oc `•���x.' " �� OPNG. ii � REQiJIREti �
<br /> . � � , ,� , MINIMUM STUD, INSTALL�D HORIZONTALLY BE"fWEEI� VERTIGAL 5TUD5 AND ATTAGH�D TO
<br /> • � � � @ .1015T OVER WALL
<br /> r ` 5TUD5� 16noc r�P � �. ' ��. �' SOLID BLOGKi�� (5�pl�KS�oR .�yT;�� o � ,; ' TNE VERTIGAL STUDS WITH (2) #ID 5GREW5 EAGH. ib-ODb
<br /> A o� ., �°��y�c,`� , ,' ���,, �xv rwo��l.�t� .;��,,�\ LOGATIONS) ,,!,�'� ��' �i ; GOLD FORMED STEEL FAST�NERS SHALL BE SELF-DRILLfNG, SELF-TAI'PING SGREWS BY ��� P����� ����
<br /> p� � p� I�xIbGA BOT. � � .1015T SPAGES� e � � � �' 1��T .
<br /> ��' TizAGK TYP. �• OPEN ��� �,.5r�tZux, �' ; ` +��h-';-�" s�►�1.�w�Nvow 5��.� HIL.TI, INSTALLED IN AGGORDANGE WITH TABLE ABOVE IK SELF-DRIL�.INC� SELF-TAPPIN6 ����.
<br /> � � ��<u-'f SAME GAUGE d SIZE ' .e. , ;� ';,^ ��K��A. (5D5T) SGREWS" SEGTION. GONNEGTING 5UI2FAGE5 SHALL BE GLAMf'ED FLUSH PRI4R
<br /> .p � ���` AS GEILING J015T5. ��'`�''��, �,�Y Y. ,:^�'- ' TO �'LAG(NG FASTEI�lERS. INSTALL�D FASTENERS SHALL PROTRUDE THROUGF! THE D1�T .
<br /> �� PROYIDE T}NO � � r „ :R,,•--' ,�',•' , , ' �2� #�o ATTAGH�D MEMBERS T�+REE �ULL TNR�ADS B�1'OND TNE ATT�GHED MEMBERS. °��°����'
<br /> HILTI DSP��PIO DRIYE 5f'AGES OF 50LID
<br /> PINS� 16'oc MAX. � b� � � � 4 �E#10 SGREWS FROM Q�,��'�, =:� � r, , '-'' � � 48�oc THE D15TANGE FROM THE GEKTER OF FASTENER TO THE MEMBER EDGE OR END SHALL MflV
<br /> - ` EAGH TRAGK FLANGES � Q BLOGKING� EA. I�°xlb 6A GONT.DIA60NAL �, , i� ' .' S �� 3 �� C�����: -
<br /> MAX.FROM�A.END OF o � � ' TO 51UD FLANGES TYP. �' , . +,- (3)#�0 5T1JD TO �OT �E �F55 Tt��AN THREE TIMES TNE SGREW DIAMETER: �8 FOR #ID AND �4 FDR #12.
<br /> � ,, . eti �oF .�oi5r wm � g��� STRAPS OR GRG . bGA.TRAGK GONT.N�-�a. OI-28-I6
<br /> TRAGK,(ll.N.OJ PRDVIDE ' � �Op � gpT. � 20'-0°oc MAX. W}�}2E SHOWN ON PLANS.TAKE �'�" pROVIDE 2' x 2" x 20GA.ANGLE �� �. '�D
<br /> (2) � EA.,1�AMB � • #10 SGREWS� ��•,�• ����� ��Y��
<br /> � I�TE: 5EAT STUD WEB EA.GEILING BETY�EEN ALL SLAGK OUT OF STRAPS. �. �. E.E.w/(3) #10 SGREWS PER LEG.
<br /> STRA�P BLOI,KING I�REQUIRED ONLY IF STtJDS ARE SHEATHED ONE TI6HT TO TRAGK V'4�B ,1015T T. � B. .'� U5E 3'x S'XIb6A SPLIGE w1(b) ����� ������:
<br /> TRAP
<br /> SIDE ONLY.GRG MAY BE US�D IN f'LAG�O�THE STRAf'BLOGKIN6. � T�' � �T.OF NP. . �IQ SGREWS EAGH SIDE NON LOAD BEARIN6 H�ADER LOAD BEARING HEADER
<br /> 5� �� � I
<br /> . T i��I Wa I I I�eader �e�a i l � � �ener�I No�es
<br /> Jois� w i�i� onal �tr� 5 ( �
<br /> i�al JoiS� �lo�kin � S�ra �etail � � T . Jo��t to �im / �p
<br /> II �I�ckin � 5tra �et�i! � � T �p 9 p
<br /> �yp��a I W� , g, p yp � p
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