3315 SEAWAY BLVD 2018 Plans 2022-11-29 (3)

DECORATIVE WOOD ELEMENT ATTACHED TO PERIMETER OF _ WOOD SOFFIT . in �� ^ �� _ Terr� P��rver PENDANT LIGHT LINE OF ACOUSTICAL CLNG � �° LINE OF GUARD RAIL BEYOND 1'-0" 1'-0" � PTD 1 1/2" DIA STEEL PTD 1 1/2" DIA STEEL RAILING, a � C f1 I t@ C t S � � RAILING, OFFSET 1 1/2" � FROM ADJACENT WALL OR PTD 1 1/2" DIA STEEL RAILING, OFFSET 1 1/2" FROM ADJACENT � OFFSET 1 1/2" FROM ADJACENT WALL OR GUARD RAIL C�D 3'-0" ao `� o GUARD RAIL � 3'-0" WALL OR GUARD RAIL � 3'-0" FROM FF/TREAD 2505 Third Avenue � FROM FF/TREAD Seatle?WA 98'12� + -13'-0" "' FROM FF/TREAD 2ND FLOOR �13'-0" � � ., � � �- 2ND FLOOR� � 2ND 1FLOOR 206_720_700� hone � � � � � � � co P � � \ � + � + � � � � \ N 206.720.2949 fax + LEADING 2" OF TREAD SHALL � ��- � WOOD STAIR � `i � N WOOD STAIR PER � � i� � N www.craftarchitects.com �� P E R w � � � STRUCTURAL i LEADING 2 OF TREAD SHALL i � HAVE VISUAL CONTRAST OF � ,,, � � HAVE VISUAL CONTRAST OF � `� DARK-ON-LIGHT OR STRUCTURAL N ° N �� WALL BEYOND w DRAK-ON-LIGHT OR N �� LIGHT-ON-DARK FROM THE LL BEYOND � � � I REMAINDER OF THE TREAD PER � � � � i LIGHT-ON-DRAK FROM THE � N ICC/ANSI A117.1-2010 � � � REMAINDER OF THE TREAD PER SECTION 504.5 � � ICC/ANSI A117.1-2010 _ W � � SECTION 504.5 � �.^ . Q MAX 7' RISE + M � � + K, MAX LEADING 1" � � � SEE STRU T. FOR STAIR � PER TREAD � � � a, EDGE OF SHALL � � � CONSTRU TION Z � AX LEADING EDGE U, � �, � PROJECT 1 1/4" >> � i � OF TREAD SHALL � `a N N MAX PER IBC o w II 0 1 PROJECT 1 1/4" w �� 1011 5.5.1 � ' N ^ � � ' c� "' 11" MAX PER IBC 1011 N N MAX 7" RISE "� + -0'-0" 5.5.1 � � PER TREAD `� Q 1 ST FLOOR _ �p'-p" + _ ,_ „ '�L' O , „ � - �L 0 0 � , „ 1ST FLOOR � N 1 -0 1 -0 1 ST FLOOR � � MAX LEADING EDGE MAX LEADING EDGE NORTH STAIR SECTION � m � RADIUS � STAIR: 9/16" RADIUS � STAIR: 9/16" � PER IBC 1011.5.5 W PER IBC 1011.5.5 1/4 = 1 '-0" O > � � � O � � � � � Q � Q � W � SOUTH STAIR SECTION NORTH STAIR SECTION � — � W 5 � �- a� 1/4 = 1'-0" 1/4 = 1 '-0" �42" ABOVE LANDING SURFACE 1 1/2" Z � W Q �, � 36" ABOVE LANDING SURFACE PROVIDE 1 1/2" � Z (� W OR PLANE OF NOSING AT DIAMETER STANDARD PIPE HANDRAIL AT STAIR. W STAIR TREAD HANDRAIL WELD AND ~ GRIND SMOOTH FOR HANDRAIL BRACKET AT 5'-0" PAINT FINISH, TYPICAL. W O.C. MAX AND 6 FROM EACH � END. BR,4CKET TO BE 1 1/2 STAINLESS STEEL AT BOTH � STAIRS 36" ABOVE LANDING SURFACE � WALL BEYOND 0 AIR�TREADF NOSING AT O 3" MAX SPACING, TYP. HANDR,41L BRACKET AT 5'-0" CONSULTANT O.C. MAX AND 6" FROM EACH 1 1/2" DIAMETER STEEL PIPE END. BRACKET TO BE \ � RAILING, STEEL PIPE POSTS, STAINLESS STEEL AT STAIR #1 EQ. EQ. EQ. � WELD AND GRIND SMOOTH FOR 3 5/8" METAL STUD PARTIAL TREAD AND PAINTED AT STAIR #2 --< � -- _ PAINT FINISH WITH CONTINUOUS HEIGHT WALL TO SUPPORT � � � STAINLESS STEEL CABLE INFILL GUARD RAIL — - - - - - — i ATfACH POSTS TO STAIR PROVIDE SOLID 2X � STRINGER OR TOP OF SLAB. 5/8" GWB BLOCKING BEHIND WALL FOR ' ' ' � HANDRAIL BRACKETS i � i i � � i i � i i i WOOD STRINGER PER � i � i i i � ' � ' ' � � STRUCT. o i i i i i i 10 i i � � � � � � � � � � � � A5.3 N � � � � � � � � ' `� NORTH STAIR ELEVATION GUARDRAIL TO STRING �°�2 E R H A N D R A I L T O W A L L R E G I S T E R E O � ; � �j o pN 1/4 = 1'-0" " 1"=1 '-0" 5 ___ ARCHITECT i �,_0 1,_0„ 3„=1'-0" - - � �, � CRAFT 24" MIN. STATE OF WA �H{NGTON �� 3'-10 1/2" 11 TREADS � 11" 5'-6" 9 � 9 ` _ �o'-t" A5.3 A5,3 o I / 2"� TUBULAR Submittals/Revisions: 19'-5 1/2" HANDRAIL GUARDRAIL u o �, GRAB RAILS FOR PERMIT 08 08 2018 � i � i ---- - � - DN _ __ UP REMOVABLE PIPE M FOR BID 0�16f 2018 EACH SI EXOF D 10' Di PERMIT CORRECTION 10/22/2018 __ o / Y T/0 TAT ROOF -- H STAIR SECOND FLOOR � �DD4R1 SEE J 22 oa, FOR CONSTRUCTION 12/18f 2018 4 - � 1/4 = 1'-0" --- --------- 8 ' STEEL FLAT 8"MIN.x3"x1/4"X3" PL Q PERMIT REVISION 01 11 2019 8 � --------- A5.3 � � ° BAR SIDE BRACKETS � TOP AND � � N � ------------� � � W/ �"� X4" LAG BOLT TO 14°-11 1/2" A5.3 � � ----- o o RAILS BOTTOM C� 4'-0" OC MAX Q � -- HANDRAIL _ __� � ° i 3/4" � STL ,< BLOCKING IN WALL ' RUNGS THRU a � � � II --� — SIDE RAILS � 3'-10 1/2" 11 TREADS � 11'� � F- ___ � �n PROVIDE 6X6 HORIZ. � = 10'-1" ^ -�' � NOTE TO G.C. BLKG W/A23 TOP 2'-�� z LADDER FOR SERVICING TAT AND BTM FOR 16" MIN. � MECHANICAL EQUIPMENT TO Sheet Title: ENLARGED PLANS — - - - - o ° LADDER ATTACHMENT � BE POVIDED AND INSTALLED � -� 0 4' O.C. MAX + + Z AS PER OSHA 1910 &1920 STAIR / SECTIONS A5.3 � � � J I I � REQUIREMENTS FOR FIXED � HINGED, Q F N I o LOCKABLE METAL � N " Date� 08 OS 2018 � 1'-0" 1'-0" � i N � �- LADDERS AND IBC 1015.6• o �P � �, � SECURITY COVER � Z � � � ~ o � PROVIDE LIFE SAFETY/ FALL � A5.3 a AND IBC 1015.7 �; � �' � PL 1/2X4X4 I I � � ARREST SYSTEM PER OSHA Design: Q � � � W� ��2>�� M � \ i , i i , i i N � EXPANSION °I � w � Drawn� o I BOLT W/ ^ � I a� ^ i i i i i i i 5�-� 5'-�� 5'-0" 5'-0" 2-1/2" `� Pro)eCt No:' 0 0 � � � � � � I I 18-076.05 � i � � i i � � 5" EMBED o i i � � i i 5" ' 0 1YP, I � �/o soG A roved: � "' ' � � � � � �o -5 I � � �/4 PP KCR � I I I I �-- �.�7' MIN. 0.00' ---� Building No: � SIDE 12" MAX FRONT m � SOUTH STAIR FIRST FLOOR NORTH STA Sheet No: � � 3 1/4 = 1�-0�� IR SECOND FLOOR NORTH STAIR FIRST FLOOR TAT ROOF ACCESS LADD 2 ��4 = 1�-o�� 1 , 4 = ,�-o�� g ER / �/4 = � �-o�� COPYRIGHT CRAFT ARCHITECTS 2018