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9930 EVERGREEN WAY 2019 THERAPEUTIC HEALTH SERVICES Plans 2022-12-27
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9930 EVERGREEN WAY 2019 THERAPEUTIC HEALTH SERVICES Plans 2022-12-27
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Last modified
12/27/2022 8:56:22 AM
Creation date
11/5/2019 2:54:20 PM
Metadata
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Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
9930
Tenant Name
THERAPEUTIC HEALTH SERVICES
Permit
B1901-017
Year
2019
Notes
TI NEW ADA RESTROOM BREAKROOM
Address Document Type
Plans
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� <br /> COPYRIGHT NOTICE <br /> THIS DOCUMENT AND THE INFORMATION <br /> HEREIN RELATING TO THE PROJECT ARE �, <br /> AN INSTRUMENT OF SERVICE AND THE <br /> COPYRIGHTED PROPERTY OF BOTESCH, ` <br /> NASH AND HALL ARCHITECTS, P.S. P�0 �'_ <br /> PART HEREOF SHALL BE COPIED, f <br /> DUPLICATED, DISTRIBUTED, DISCLOSED OR <br /> MADE AVAIIABLE TO OTHERS OR USED TO <br /> WAL L LIN E ANY EXTENT WHATSOEVER, EXCEPT AS <br /> EXPRESSLY AUTHORIZED IN WRITING BY <br /> 4��0�� �I�^O�� 4�"O�� r}�_��� L}�-Q�� BOTESCH, NASH AND HALL ARCHITECTS, <br /> w <br /> Q X <br /> X Q � Q <br /> � � i <br /> n <br /> 8" MAX. � 12 G , NANGE(� WI ES 4'-0" o a z <br /> `r O.C. AT EACN MAI RUNNER � N � E <br /> w � <br /> z tL tn z .,�� <br /> O Q � Z Q , <br /> cv v p � n <br /> 1- U > v <br /> 4'-8" MAX, o � o � o <br /> n - m ' <br /> � <br /> � � <br /> o Q � <br /> n � _ <br /> � � <br /> 4 WA 45° DIAGONA 12 GA. o n � Y <br /> WIRE T 12'-0" x 6' 0" * � � <br /> � <br /> * 4'-0" x 6'-0" 45° DIAGONAL BRACING ' <br /> FOR PLASTER REQ'D IN AREAS GREATER � <br /> THAN OR EQUAL 1"0 q5 SQ. FT. � o M <br /> N r� <br /> � �� <br /> � <br /> NOTE: SPECIAL INSPECTION REQUIRED L �N . <br /> PE� IBG SEC�"ION 1705.3.4. � U? � � <br /> � °- �� <br /> > <br /> � wa . <br /> 3 CEILING SEI�MIC ��ACE ��H�MAT'IC L/�YOU� v � . ; <br /> v4• a r-o• � � o <br /> .� � � � <br /> O �v. °'. o � <br /> � Q �� o� .`�,. <br /> �� s, <br /> "N <br /> G I <br /> a� Q� <br /> �� <br /> � � <br /> p c , <br /> � � � <br /> 8" MAX, ±10" MAX. '� �- <br /> of� N � <br /> n � <br /> N f- <br /> � ' <br /> WALL TYP'E PER P'LAN. <br /> ROOF TOP MECWANICAL UN17. <br /> SEE MECNANICAL NEAVY DUTY WIRE <br /> SUPP'OI�T SYSTEM � <br /> REMOVABLE FLASNING AT PER MANUFACTU�ER'S � <br /> EQUIPMENT CUF�B RECOMMENDATIONS <br /> •.r <br /> NEW ROOFING MEMBRANE SUSPENDED CEILING <br /> FLASNING 3/4" CLEAR GRID P'E� �LANS <br /> MECNANICAL EQUIPMENT z � - <br /> CURB. SEE MECNANICAL. � EXISTING ROOF SYSTEM � <br /> � _ � � <br /> � <br /> � � <br /> STABILIZER STRUT TO KEEP W <br /> 2" PERIMETER COMPONENTS � E: <br /> FROM SPI�EADING AF�AI�T � � : <br /> � ;�' <br /> ATTACN EREMANUFACDTUREf2'S .� � <br /> SP'ECIFICA710N5. � � ; <br /> EXI�TING STRUCTURE. PROVIDE RIGIDLY ATTAGN TEE AND ANGLE � W <br /> �I�ACING AT NEW ROOF OPENING. ON TWO ADJACENT SfDES. � <br /> ON TWO OTNER SIDES, � � ,� <br /> BEAR TEE ON ANGLE � � <br /> WITN NO CONNECTION � � <br /> SLI(� CONNECTION ONLY. � � <br /> � � �: <br /> � <br /> IVIECHANICAL CUR� SUSF'�NDED CEILIN�a CaFtl� EDGE CONDII'ION �' � �' � <br /> � 1 1/2' ■ 1'-0' 2 3' ■ 1'-0" � � ,t: <br /> � � � <br /> NANGERS TO BE #12 GA GALV LATERAL FORCE BRACINGS-4 N0, 12-GA WIRES, � � , <br /> SOFT-ANNEALED MILD STEEL WIRE SPLAYED AT q0° FR'OM EACN OTNE�. I� �} �jJ <br /> AT 4'-0"OC AND MAX 8° FROM END SLOPED AT A MAX. OF 45° FROM TNE PLANE <br /> WALLS - ATTACNED W/ MIN (3)TURNS OF TNE GEILING, CONNECTED TO MAIN f�UNNERS <br /> TO WITNIN 2" OF INTERSEGTIONS WITN CROSS RUNNEI�S � <br /> CEILING SUSPENSION MEMBERS AND LOCATED A MAXIMUM OF 12'-0° 3„6 <br /> AND TO Y4" x 3" LAG INTO BOT EDGE OF IN BOTN DIRECTIONS AND � REGISTERED <br /> f�00F JOIST. WNERE WII�ES ARE A MAXIMUM OF 6'-0" FROM EACN WAL , ARCHITECT <br /> SPLAYED ` <br /> MORE TNAN I IN 6 OUT OF PLUMB� ANDREW M A� :r�' <br /> P(�OVIDE COUNTE(� SLOpING WIaES STATE OF WASHINGTON <br /> DIAGONAL 25 GA. Bf�ACING / <br /> ALTEi�NATING AT 4�" 0 C UNISTRUT METAL STUD ,, <br /> SECU�ED TO TOP OF WALL Oa STEEL L COMpRESSION ��., \a <br /> AND �Tf�UCTURE ABOVE ST�UT AT ALL SPLAY WII�E i i 45° ' <br /> LOCAI'IONS ; ' f JOB NUMBER �� <br /> � � / �TYp) ig-i4�� <br /> �, � <br /> � <br /> ' DATE <br /> � <br /> ' ��1������ � <br /> � <br /> � o <br /> i O DRAWN BY <br /> � <br /> � <br /> �� � <br /> WALL TYP'E PE� pLAN \, <br /> �' � <br /> �� �'+ CHECKED BY '�� <br /> , ,,i � � <br /> W � �i � � i. <br /> x, i <br /> J i i ,y <br /> :� <br /> � #6 STSM SGf�E 2'` � ' o <br /> n �'��; 0 � <br /> "' (4) TIGNT TURNS (TYP) <br /> _ �_.; <br /> � p SHEET TITLE <br /> �i /+ 0 0 <br /> � Q <br /> � � x CROSS TEE <br /> i 'i <br /> = i <br /> � MAIN TE • <br /> z i =� <br /> � o � .-' � <br /> ' [�ET�IL� <br /> � >�:'�, <br /> w � � �f <br /> - , <br /> � � <br /> 0 <br /> FINISN FLOOR P'ER F�LAN 2" (MAX) <br /> TYP FOR ALL <br /> BRACE WIRES <br /> � <br /> SHEET NUMBER <br /> � 6° (MAX) °= <br /> �� <br /> F-- <br /> W - <br /> 1 � <br /> � � <br /> WALL �RACING DE1'All� C�ILING SEISMIC �RACE nE1'AIL • . <br /> �' � ��2° � r-o• 1 � 'i�• . 1�-�• � <br /> w <br /> �. <br /> E. <br />
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