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<br /> - � - - �� — _ - :--� -- --� ��. � -- _ __ ---- - --�,��.. — �� ��
<br /> � �� �) SUPPORT WIRES-SEE ACT
<br /> t CONTRACTOR T�O VHiE-Y TFIAT THE IVSULATION DBYTF9CATION MARK BE APPLI�TO
<br /> SUCH THAT TFE MARK 18 FIEADLY O�NABLE DUF�NO NSPECTION.
<br /> ��a���$��A��� SWAY BRACE DETAIL, (TYP) STA�M:
<br /> 2 N�S'TALIATION IuE1}bD6,THqC1�E�,4368, pg�g q�p�,Rq�g�p A��� ��������A���'8' ���, VERTICAL STRUT CAPABLE OF ALL WIRE TIES ARE TO BE (3) TIGHT 5322
<br /> l a����������A����� ���$ ��E� �������A�' J TURNS AROUND ITSELF WITHIN 3". REGISTERED
<br /> RESISTING VERTICAL LOADS � WALL CHITECT
<br /> ' 4�AOOU3TICAL PUTTY PADB TO 8E N8'TALL�BETW�I ALL�ppOMg ql�p BETyyE�l,4L,�,OOF�OF18 AI�D�BVT qppMg AT qLL >12'-0" O.C. BEGINNING , �
<br /> /� WALL P�ETRATIONS. <6'-0" FROM WALL
<br /> l 8" MAX.
<br /> � MAR N SKY
<br /> --- --- ` _ __ �__J ___ ,..� -- - - �- -- �-- ___ �., - - �-__ �__ -_ 3/4"MIN. SEE DTL. 7/A501 STATE HIN
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<br /> � �
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<br /> � � � � � � � � � � � � PR�JECT:
<br /> �n . �P��O�P� �
<br /> �� � `�`� �WALL MOLDING ENHANCED
<br /> ,�
<br /> ��oss 2 MIN. � SERVICES
<br /> �' o 0 0 0 0 0 �
<br /> F
<br /> FACILITIES (ESF)
<br /> NOTE: (1) END OF CEILING GRID SHALL BE ATTACHED TO WALL '+' RETAIL
<br /> NOTE: SUSPENDED CLG SHALL BE INSTALLED PER MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FROM
<br /> ASTM C636, CISCA ZONES 3-4 & ASCE 9.6.2.6.2.2 WALL & FREE TO SLIQE. GRID SHALL BE ATTACHED AT (2) 6502 EVERGREEN WAY
<br /> ADJACENT WALLS (POP RIVETS OR APPROVED METHOD) EVERETT, WA 98203
<br /> 9 CEILING BRACE 5 GRID AT WALL , WIRE TIES �T
<br /> A615 �p�CAL � ALL CLG HEADS N.T.S. A522 BAZAN �X..
<br /> NTS A615
<br /> N.T.S.
<br /> ASSOCIATES
<br /> FIRE SEALANT OR CONC. SLAB
<br /> VERTICAL 12 GA. HANGER WIRE SPACED ACOUSTIC SEALANT ARCHITECTS INC.
<br /> 4'-0" O.C. ALONG MAIN BM TO STR ABV #12 GA. WIRE HANGER TO ° ° � a a �
<br /> STRUCTURE AT EACH � ° � ° 2000 - 116TH AVENUE NE
<br /> O a �4 a 4 d Q
<br /> CORNER OF FIXTURE a a d d � ° 4 / � SU►TE 4
<br /> d� � � I a
<br /> 16 GA x 2 FLA GE TRACK BELLEVUE, WA 98004
<br /> (4) 12 GA. WIRES SECURED TO HD MAIN ATTACH SLACK WIRES C =3/4' MAX. •
<br /> BM WITHIN 2" OF CONNECTION OF � � W 2 HILII TR CK
<br /> DIRECTLY TO FIXTURE , , F STENERS AT 1 " O.C. TO �Z5.637.0831
<br /> VERTICLE STRUT TO MAIN BM SPLAYED 90 AT DIAGONAL CORNERS ; �
<br /> DEGREES FROM EA. OTHER 45 DEGREES c� ; ; STRUCTURAL EL ENTS FAX.637.1878
<br /> MIN. FROM CLG PLANE. LATERAL FORCE ((2) �8 TO EAC DECK
<br /> g • BRACING SHALL BE PLACED 12'-0" O.C. WOOD OR METAL STUD FLUTE W HERE ECK NOTE:
<br /> PUTTY PAD � IN BOTH DIRECTIONS. W/ THE FIRST BLKG W/ (2) #8 TO EA � � OCCURS) 1. ARCHITECTURAL DRAWINGS ARE
<br /> J-BOX AIR BARRIER �1/ �� POINT WITHIN 6 -0 FROM EA WALL. STUD. BLKG NOT REQD THE PRIME CONTRACT DRAWINGS,
<br /> SECURE TO STR ABV \ IF "SPAllER" BAR I$ USED. , , CIVIL, LANDSCAPE STRUCTURAL,
<br /> * CAN SUBSTITUTE � � � MECHANICAL, PLUMBING,
<br /> ELEV.= 10�-4" _ � WOOD IN A WOOD i i ELECTRICAL, AND FIRE
<br /> GWB FIXTURE - - - ATTACH FIXTURE TO g}��M, ; ; PROTECTION, SHALL BE USED IN
<br /> HD MAIN BEAM CEILING SUSPENSION i � CONJUNCTION WITH ARCHITECTURAL
<br /> A.C.T. / SYSTEM WITH POSITIVE i � i DRAWINGS. THE GENERAL
<br /> CLA�IP DEVICES HAVING SHTG PER ARCHT, � ' CONTRACTOR SHALL VERIFY AND
<br /> DETAIL AT CEILING, CROSS RUNNER CAPACITY OF 1009� OF DO NOT ATTACH TO � COORDINATE DIMENSIONS AMONG
<br /> WALL SIMILAR LIGHIING FIXTURE WEIGHT TOP TRACK, KEEP ALL DRAWINGS. ANY
<br /> � IN ANY DIRECTION GAP BTWN TOP TRACK WOOD OR METAL STUDS.
<br /> �3" MAX. TYP. & SHTG AS SHOWN NO CONN TO TOP TRACK OR OMISS ONSSSHALL BEDICTIONS,
<br /> NOTE: HANGER & PERIMETER WIRES MUST BE PLUMB WITHIN REPORTED TO THE ARCHITECT FOR
<br /> SU R FA C E M TD . FI R E / � IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. "SPAllER" BAR RESOLUTION PRIOR TO PROCEEDING
<br /> WITH WORK OR FABRICATION OF
<br /> �o A.C. T. SWAY BRACE 6 LIGHT FIX SUPPORT THE ITEM(S) IN QUESTION.
<br /> 14 A C 0 U S TI C A I R B A R R I E R 2 SLI PTRACK CON N ECTI ON 2. NOT A FULL SIZE DRAWING UNLESS
<br /> A615 NOT TO SCALE A615 N.T.S. A615 np, � ALL RECESSED FIXTURES 3" = 1'-0" A615 PRINTED ON 24" x 36" SHEET. IF
<br /> N.T.S. THIS SHEET IS NOT 24" x 36"
<br /> THEN IT IS NOT TO SCALE.
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<br /> PERMIT
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<br /> �y
<br /> E.Z. BARRIER �Yy FlBER CEMIENT UNDERLAYMENT
<br /> FIRE RATED ,�r �
<br /> RECESSED Y
<br /> SEAL ALL ENCLOSURE y y � Revisi�Ns: �nrE
<br /> 1/8 WEDI
<br /> HOLES w� r r T1LES
<br /> FIRE CAULK FIXTURE � �yryr � � � DOH UPDATES 8 24 2017
<br /> AIR BARRIER , G�YPSUM�BOARDISTANT � y�� � � SEALANT
<br /> WEDI SHOWER �2 DOH/CITY/VE UPDATES 10/18/2017
<br /> PAN + CURB
<br /> TiLES WEDI SHOWER
<br /> ��S COVE
<br /> GWB � BULL NOSE TILE PAN � TILE
<br /> � t ��; I �
<br /> SEAL w� FIRE � -=
<br /> CAULK , PORTLAND CEMENT ��� � �
<br /> MORTAR BOND COAT �6 EVERETT REVISIONS 12/O6/2017
<br /> DETAIL AT CEILING, '�
<br /> WALL SIMILAR TILE WAINSCOT.
<br /> NOTE: TILE EXTENDS
<br /> RECESSED MTD . FIRE/ TOCEILINGIN
<br /> RM. 142 ON ALL
<br /> WALLS. J
<br /> . L:,
<br /> 15 ACOUSTIC AIR BARRIER � .. �
<br /> � SHOWER PAN SECTION 3 SHOWER PAN SECTION �,� o�c - � 2��7
<br /> A615 NOT T� SCALE WOOD STUDS
<br /> - A615 3/8" = 1'-0" A615 �
<br /> 3" = 1'-0"
<br /> �' OF EVERETT
<br /> FlRE SEALANT OR — CONC. SLAB � •
<br /> ACOUSTIC SEALANT
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<br /> � a . 3. B. ORI3HAK
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<br /> � d J °� � � ° o o a� � d �/� DOOR fRAA�E DRAWN Bl` D. DURHAM
<br /> C =3/4" MAX. �" GWB FIBER CEMENT
<br /> '"` --�
<br /> "' UNDERLAYMENT
<br /> " r � HEAD FLASHING ;:� 1/8" WEDI BOARD DOOR PER SCHEDULE
<br /> I�AINTAIN GAP 16 GA X 2 FLANGE TRACK � � CHECKED BY M. JENEF3KY
<br /> ALL W OVEMENT " W/ (2) HILTI TRACK ' ' _
<br /> WITH FIBERGIASS
<br /> FIBER CEMENT BOARD GWB AT TAPE � SEAMS
<br /> FASTENERS AT 16" O.C. TO � �-' WALL PER PLAN CEILING
<br /> STRUCTURAL ELEMENTS OVERFLOW o 12"x1 "
<br /> 2 FIBER CEMENT
<br /> ((2) �8 TO EACH DECK NOZZLE BOARD PRIMED & �;,', �WB TILE �AR PROJECT# 16-122
<br /> WOOD BLKG W/ (2) FLUTE W HERE DECK PAINTED ALL SIDES - BLE
<br /> #8 TO EA STUD. OCCURS) EDGES = SADDLE
<br /> o DOWNSPOUT "�
<br /> EXISTING OR SET I�SUE DATE: 05/04/2017
<br /> �� NEW STUD 1/8" SEALANT FLOORING
<br /> � � FLOORING
<br /> �- ----- - -____ _� OVERFLOW NOZZLE ' ;, COVE TILE BEAD C�D EDGE.
<br /> SHTG PER ARCH, � � CAULK & BACKEROD 1/8" WEDI BOARD WHERE APPLICABLE
<br /> DO NOT ATTACH TO r WITH FIBERGLASS
<br /> TOP TRACK, KEEP r? '_, ,, .,r, .- �. , �, ,, _> TAPE � SEAMS GWB - .,.. _�,> �,:�. _ �HEET TITLE
<br /> GAP BTWN TOP TRACK - � a a ° 4 a
<br /> TI LE a a a a Q a
<br /> EXISTING OR a a
<br /> & SHTG AS SHOWN NEW STUD � a d °
<br /> woo� s�u�s. ° � EXTERIOR
<br /> SLOPE CONC. SLAB AWAY SILL FLASHING SECTION p�,p,N � aa �
<br /> NO CONN FROM BLDG. �� ° ° ��. a a DETAILS
<br /> TO FLANGE TRACK
<br /> a
<br /> 6
<br /> ^ SHEET#
<br /> 2o SLIPTRACK CONNECTION 16 OVERFLOW N OZZLE WA
<br /> , 2 LL FIN . Q TILE 8 WEDI SYSTEM BATHROOM DOOR
<br /> 4 SILL _ :_ _ ._ _ . _
<br /> A615 N.T.S. A615 1 1/2" = 1'-0�� A615 - �
<br /> 3" = 1'-0�� A615 MAINTAIN 1-HOUR ASSEMBLY NO SCALE A615 ` �/ `—�
<br /> . 3" = 1'-0"
<br /> A615 �
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