2320 106TH ST SW 2015 Plans 2022-12-02

i . � � - ; CONC. PANEL N � � . DOOR PER SCHEDULE � � � �� WITH WEATHERSTRIPPING WALL PER PLAN STRAP STUDS TOGETHER �TOOLED EDGE � � H.M. FRAME CAST —_ /'� . - WITH PANEL H.M.FRAME CAST OR SEALANT B.S. WITH PANEL c�`'n , INSTALL RAW OR SEALANT B.S. o � , DRIP v' �, ~� DOOR PER � � � � SCHEDULE WITH TOOLED EDGE � � .� . WELDED METAL FRAME DOOR PER SCHEDULE METAL CAP �, � ; AND WEATHER-STRIPPING N '— . . . . . . . . . . .� . . . . . . . . O . . . . . . . . . , . . . . . . . . . . . . C . 1 H . M . HEAD & JAMB 2 H . M . HEAD 3 H . M . JAMB 3 = 1 —p 3 _ � —p 3 — � —p �, N � O , I c � � 3 � aJ � o o L o ' • � c� � WALL PER PLAN STRAP STUDS � v wo � w �c� � �- �`'�i TOGETHER STOREFRONT DOOR PER � � .3 . SYSTEM WITH Z � SCHEDULE � a o - ALUM. STOP AND � � �� . - WEATHERSTRIPPING ALUM. THRESHOLD `�' N g� � SET IN SEALANT SWEEP . HANDICAP APPROVED , THRESHOLD WITH � MAX. 1:2 SLOPE AND ��2,� HEIGHT CHANGE ' . 1/4» TEMPERED WELDED METAL FRAME CLEAR GLASS OR STOREFRONT DOOR � � 1" INSULATED GLASS PER SCHEDULE CONC. STOOP SLAB ON GRADE • PER SCHEDULE WITH WEATHERSTRIPPING � 7 H . M . HEAD & JAMB 8 STOREFRONT DOOR 9 DOOR SILL DETAIL _ Z i 3 = 1 -0 3 = 1 -0 3 = 1 -0 � Q. ^ 3"X 3"GAL. 2"x12" GALV. GALVANIZED MEfAL � ANGLE WITH STEEL TUBE W/ ANGLE WITH MEfAL � �/� � GAL.ANGLE STUDS-PAINT GALV. END CAP STUDS PAINT V J JAMB GUARD 4'HIGH O N � � . CEILING INSTALLATION REQUIREMENTS W SECTIONAL DOOR CONTINUOUS Do MINIMUM 2" WALL MOLDING " DOCK BUMPER z PER SCHEDULE � ° GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL � O p MUST HAVE A 3/4" CLEARANCE. � � �" TOOLED EDGES ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGEfHER TO � Q � z , TYPICAL PREVENT THEIR SPREADING. Q �, ° PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. V- � _ � � � PROVIDE MANUFACTURERS HEAVY GRID SYSTEM. � Cn \ CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE z Q Q �- Q . SECTIONAL DOOR D OR RIGID BRACING. _ � FROM CONC.JAMB PER SCHEDULE , � p D CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC � � � \ a ° a WEATHERSTRIPING Q � SEPARATION JOINTS OR FULL HEIGHT PARTITIONS� — � CEILINGS WITHOUT RIGID BRACING MUST HAVE 2 OVERSIZED TRIM RINGS = � �' PAVEMENTAND a . 2�� o D FOR SPRINKLERS AND OTHER PENETRATIONS. m � W BASE a � CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. � � � - CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY W O � a a NOTE: AT DOCKAREA FINISH FLOOR SUPPORTED AND BRACED. V t� W a a a TO BE FLUSH WITH DOCK �� REVERSE MOUNT � SUSPENDED CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS z � Q TRACK PER n REQUIRED BY LOCAL BUILDING OFFICIAL: � �, MANUFACTURER IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND MEfHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO U] Q � 13 O . H . D O O R S I L L � O . H . D 0 0 R J H I b I B � D O C K /`—� N D B U I V 1 P E R OLLOW NAG BRACINGS SM STEM6WILL BE REQUIRED.� FOUR ENOIN12RGA STEELNWIRES W N . L _ � 3 = 1 —O 3 = 1 —O 3 = 1 —O SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. f N ' THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE Q ca • ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM _ Q � THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE U N � � ABOVE ONLY IF REQUIRED BY BUILDWG OFFICE. SUCH BRACING SYSTEMS SHALL BE O � " -� PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING � �' AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS [I] N � INSTALLED PER ASTM C636 AND MANUFACTURES REQUIREMENTS. LIGHTING FIXTURES � � N � WHICH WEIGH LESS THAN 56 POUNDS SHALL BE AITACHED TO THE CEILWG GRID m � SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 N0. 12 GAGE WIRES. LIGHT Q °' � STEEL STUD COMPRESSION POST ` I" � �, FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE � o STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL � . � BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT U J `� SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. � � Q , N � . . � � . . . . . . � � � � � . . O . � . � . . . . . . - . � � . . !S) � . . . . � . . . . � . .. . . . . . I.' / � . � . . . � . . � � . . . . . . . . I'I . . . . . . . . � . � . � . . . . . � � � W W � .. � #12 HANER WIRE � J ' . � MAX. 8" � 45' or less J � ❑ � �12 HANGER WIRE i 45' or less � N ANCHORED TO #12 HANGER WIRE W U s ANCHORED TO o STRUCTURE ABOVE / � W o STRUCTURE ABOVE '� ~ �� o °o � � — � . . . . . . � . . . . � � o �� . . � .� � � � � � � � � � � MAIN BEA � � � � � ��°,� � � o °� ° � TIGHT LOOP THROUGH HANGER � � . � � CROSS TEE o �_ � `,o o �� j � o 0 0 ° HOLE & THREE TIGHT TURNS - M A I N O R ��\� a � oo � W I T H I N 3" ( T O P T O B O T T O M) W Q , � DEFERRED SUBMITTALS 000� ��000 M►N. 38• �ROSSTEE �� o o � — , Q � ° ° U u� .� STABWZER BAR SYSTEM �� p' � � W � � � � � � � � � � � TO KEEP PERIMETER � � � / a o ` � � THE FOLLOWING DOCUMENTS SHALL BE SUBMITTED TO THE i o � � EXPANSION JOIM COMPONENTS FROM 45 or less '� o °o � � J � ARCHITECT TO BE FORWARDED TO THE BUILDING DEPARTMENT sPR�iNc r��r � ,% o o � �' � � � � �� FOR THEIR REVIEW AND APPROVAL ENGINEERING PLANS SHALL � � �� UNATTACHED WA�S � � /o 0o a�� °�, �� 45' or less � � Q � �p ' - 0 � � � � �� BE STAMPED AND SIGNED BY� AN ENGINEER REGISTERED IN THE � � � � � PER�AST�M�c 3� ��o� j� \` �. o � � —� Q � STATE OF WASHINGTON. No woRK oN THESE iTEMs sHa�� TYPICAL SEISMIC JOINT UNATTACHED EDGE �� '� � BEGIN UNTIL CITY APPROVAL HAS BEEN RECEIVED. � �°o° i' �''0. ° � N � � - oo � seet � / 0 o i �' � � � � � ° �° �� MAIN CEILING �' , � � � � � � � � � o ° � � � BEAM PER ASTM �C635 � � � 0 1. SUSPENDED CEILING SYSTEM (IF ALTERNATE METHODS, � DESIGN AND METHODS ARE REQUESTED) ~ A� • � . � W �� . % Q � _�� �, _�