|
. � � , '- ,7`�
<br /> . Q , � . � . Q � .
<br /> � ' , , '
<br /> Q ' . • . .
<br /> A •'.�. � Q • � . � .
<br /> � ' . . • . • � • A .
<br /> � � � � . •
<br /> � � � . -Q�
<br /> . � ``'---� FLEXIBLE SEALANT ----��-�`"
<br /> z
<br /> � �ONG LEG MT� aEFECTION TRACK. CONTINUOU� 16" GA META� '�.
<br /> �- FASTEN TC} STEEL DE�K C� 12" �C MAX. PLATE TO FASTEN Tt� STEEL �
<br /> DECK C� 12" QC MAX. .
<br /> GRIPPLE 2MM ROPE GRIP PC�WER DRI�IEN FASTENERS Q 12" MAX. O.C.
<br /> 180 LB WORKING LC�AD 1" MIN. TO 1 1 f 2" MAX. EMBEDMENT TO � ,
<br /> 900 LB BREAKING LOAD CQNCRE�E USE „X_U„ {0.157" alA,} AS �6 GA TRACK - SNIP & BEND FlANGE AT
<br /> MANUFACTUR�D 8Y NILTI INC. AND INSTA��.ED IN EACH STUD - SPAN (2� STI�DS, MIN. S�CURE
<br /> STRIGT ACCORDANCE WITN ICC-ES REP�RT N0. AT EACN STUD WITH {3} �8 SELF-TAPPING PAN
<br /> 3/32" STAIN�ESS STEE� 2269 AND MANUFACTURER'S INSTRUCTlQN . NEAD SHEET METAL SCREWS
<br /> � WIRE ROPE GYPS�JM �OARD ON METAL STUD FRAMING PER �Tt�D AS SCHEDkJLED
<br /> 920 LB BREAKING STREN�NT WA�.L TYPE .
<br /> ��.
<br /> ,,�
<br /> TYPI �A� TR � �� BEA� NA� � I � � PRO� E� �JRE � TYP . � EF�E�TI0 �1 � EAD DETAI � PARA��E� �ITN E��1TED DEC �C 2 TYPI �A�. BACI� I � � C� ETAI � �
<br /> SCA�E: N.T.S. FSA371 FSA5Q0 SCALE: N.T.S. �
<br /> FSA371 FSA500 SCAI�E: N.T.S. FSA371 FSA500
<br /> EXISTI�G �PEN WEB JOIST
<br /> �R WF BEAM SIMILAR
<br /> ;�.
<br /> P1000 UNfSTRUT CNANNE� � s_�t? `-
<br /> t' ,
<br /> UNISTRI�T P1379-� BEAM
<br /> CLAMP 6t?OI.B DESIGN LOAD
<br /> EACH PAIR �
<br /> _ �,��- ACRY�I� SIGNAGE, COORD
<br /> _ _. MIN. 4" x 20 GA METAL STUD �t,,,�t,.���t11�IL�� ��AV CO�OR WITN BOEING. .
<br /> ,,�--r TRAC€C COMPRESSION STRUTS -
<br /> Q 8,_0„ Q.G. MAXIMUM, -- WAL.L TYPE AS SCHEDU(�E. ¢ ������M��� �� " M�IJNT SIGNAGE T�7 WALL
<br /> ATTACH TQ STRUGTklRE ABOVE WITH 3M D{�UBLE TAPE.
<br /> w f �.z} # �z-�" SELF DRI�LING, UNISTRUT 1 �/�" c� ��° Q ..,fJ.
<br /> SEL.F TRPPING SCREWS �R T0 POWER DRIVEN FASTENERS C� 24 MAX. O.C. ANGl1LAR FITTING "
<br /> UNISTR�JT ABOVE AS SHOWN QN 1" MIN. TO 1 1/2" MAX. EMB�DM��IT TO Q RAISED 1" H WNITE LE�fERS,
<br /> DETAII. 5/FSA500 „ „ „ � CENTEREa, ARIA�. FONT.
<br /> � ,� � CONCRETE USE X-U (0.157 DIA.) AS — CQMPRESSl4N 5TR�3TS - LETTERS SNALL CONTRA�T �
<br /> � � - � � . � a . MANUFACTURED BY HILTI INC. ANQ INSTALLED lN 5�E DETAI� 6 f FSA5Q0 � WITH BACKGR�UND COLQR +
<br /> � a � � STRICT ACCORDANCE WITH ICC-ES REPORT N0,
<br /> 3 f 32" STAINLESS STEEL 2269 AND MANUFACTURER'S INSTft�JGTIQNS. STAINLESS STEEL WIRE R�PE
<br /> �'� WIRE ROPE PER DETAIL 9 f FSA500
<br /> 920 �B BREAKING STRENGN�f
<br /> W«� ���� ���M�� ��� TYP . �A�L T� ��Q� � �� � � ECTI � � �- TYP . Uf� I �TRI�T TO EXI �T. J � I �T BEAf� � INI � O� � �JPA�T �QAD � lG � � ��'
<br /> SCaLE: N.T.S. FSA371 FSA500 SCALE: �I.T.S. FSA37� F�A5�0 SCALE: N.T.S. FSA450 FSA500 + �
<br /> 2 1 f 2" WEBBING GUIDE
<br /> ----_ ---- �8-1" F�AT NEAD SCREW MTL SHEET BLO�KING .
<br /> . . sE� �1�s�,�ao
<br /> . .
<br /> COMPRESSI�N STRUT�
<br /> SEE DE1�AfL 7�F�A5Q0
<br /> �r,
<br /> 16„ 1„ x 1" L BRACKE� STAINLE�S STEE� WIRE ,,�
<br /> �8-1" FLAT HEAD SCREW SEE DETAIL 7 f FSA500 MENU BOARD WHERE �
<br /> _ -- 5» x 5" L BRACKET `�° SNOWN ON E�EVATION
<br /> �8-1" ��AT HEAD SCREW — MTL SHEET BLOCKING �
<br /> SEE 3�FSA500
<br /> 1 f 8" MANSONITE .
<br /> F�RMIGA BIACK 909—AN �I�� �M����� -- GASEWORK PER SH�P DRAWINGS
<br /> INFINITI FINISN
<br /> FORMlGA BRUSNED PEWTER - ,� .
<br /> A�l3MINllM M2032 —_
<br /> S EA�A�IT
<br /> � PROVIDE 16" GA BACKING — MTL SNEET B�.00KING
<br /> � 1 1 4" FQAM Ct7RE
<br /> f � SEE 3fFSA�00
<br /> �8-1 1 j2" F�AT HEAD �CREW �;
<br /> d .
<br /> 16„ 2"x2" i� BRACKET - � . `
<br /> � . .
<br /> c� . .
<br /> �/8" MANSONITE �
<br /> 8-1» F�AT MEAQ SCREW � • •
<br /> STANDARa C�NSTRU�TION NQTES: 1 1 f 4" F"QAM CORE WITH �:, � }
<br /> 3f4" P�Y'WOOD PERIMETE� `�' PROVID� BLOCKING FQR � � * �� ,
<br /> 1 . TYPfCAL VAC�ANCE MATERIA�: MELAMINE PANEL WITH F�AM C�RE BRACKEf ATTACNMENT Z
<br /> 2. MIGN PRESSU�E PIASTIC IAMI�IATE. BLACK �09-AN INFINITI �INISH BY FORMICA. 3 1 f 2 �BS LINEAR Ft}OT 3 f 4„ PLYWQC}D INSERTS �' • •
<br /> 3. NI�H PRESSURE PLASTIC LAMINATE; BRUSHED PEV�TE� ALUMINUM M�032 BY FORMICA. „ � ' ' .
<br /> 4. PR�VISIONS FOR UTI�I�IES NOT INCI�UDEQ �SITE RESPQNSIBILITY) 1 1 f 2 � ��� �� E� �,
<br /> TYPI �A� 1/A�Af� � E HA� � 1 �1 � P ��� E� �JRE 7 TYPI �AL� 1/AL.A� � E PA� E� � E�TIQ � � TYP . �/A�A� � E T� WAL.� �Q � � E�TIO � � TYP �A� E�� Rl� � E�TIQ � � �
<br /> �1�C1��. IV.I.�. tt � tt » : i> ar t rt
<br /> FSA371 FSA50�} SCALE: 3 =1 -0 FSA371 F�A500 SCALE: 3 = 1 -0 FSA371 FSA50� SCALE: 1 =1 -0 _
<br /> FSA371 FSA500
<br /> `'"„..,_�.._i-'
<br /> ,,.:.
<br /> ���`�'��' �� �����W ! �' ` _
<br /> ���J��U���s ����, �������
<br /> SYM REVIS30N BY APPI20VED DATE SYM REVISIC}N BY APPROVED DATE DRAWN DATE g�g��T�� CURRENT REVISlON SYMBOL DATE
<br /> ACCEPTABI�ITY �.E. �������� �ISCELLA�E�US QETAILS AND SE�TIONS �
<br /> ORIG BARISTA BARS — PEET'S COFFEE C203336 K.E. L.K.S. I�.t?Z.(� �1�� ���Es��REo TNlS �ESIGt� ANDjQR CH o C203336 ��'J.GZ. [
<br /> ARc r SPECIFICATI{�N [S APPROVED L,K.S. 09.13.19 SHEEr
<br /> � � r t�r;`. `- � �-� �r_,v�iF'PR£7VED BY DEPT. DATE EEF2 T1T�E BARISTA BARS - PEET�S COFFEE
<br /> ����I��I�� � ��'�! � � CHECKED F�������
<br /> 8 STATE�OF WA5HINGTON � JOB N0. COMP N0. . �
<br /> APPRt7VED ��,,,����f��� �� ���
<br /> c�o����
<br /> , .�
<br /> APPROVE[} DWG N0. ' �
<br /> A�GNITECT�RA� MA�TER ���, �-�M�1�-1� �V�R�TT, WA �-0�Q�1-�FSASOQ
<br /> , _ _. � �
<br />
|