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1 .66� HAND/GUARD RAIL
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<br /> i' `� � 122 80th Street SW
<br /> i� � � � 3/16" DIAMOND LANDING ANd TREADS
<br /> � � ��\ �TURN �awN Nosi�c� EVERETT, WA 98203
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<br /> ' PRECAST TREAD. - - - - - -- - - -- - - -- - - — \\
<br /> \ _ P _, v , a�p - �c=�� � � ~~ � 1 1/2"x 1 1/2" STEEL ANGLE �
<br /> ' ��;` ,p, `� Qa. , a 4-a,�. N \ _ \ ~ \ TREAD AND LANDING SUPPORT �� �••
<br /> �—� \\� \�� \� 1725 westlake avenue n.
<br /> 1 .5 � HAND GUARD RAIL �'� �=� �� \\ suite 210 �
<br /> 11" � �, �\\ \ � \ seattle, washington 98109
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<br /> �o Q o .a a �rg N C OSED RISER PLATE. ^ ^ \ � _ \� \\ \� C�v��" 2�6.838.'rJ4$'rJ p
<br /> STEEL STRINGER PER STRUCTURAL _ 2> - 6„ _ (14 GA. RI�ER > TACK „ „ \ �_ �
<br /> ��� � 206.713.4076 m
<br /> �\ � � 206.464.0700 f
<br /> �— ' ELDED � TWO PIONTS dF � � � \ \
<br /> 1 1 � � _ STRINGcR Q EACH END) I � � �_� �
<br /> � �� `� ksmith@smithco.org
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<br /> ,� _ \ http://www.smithco.org/
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<br /> 2, 6„ , PRECAST CONCRETE TREAD -rX4 STL. PaSTS, \.\ �_ \
<br /> SUPPLIED BY CAMP �o�AN ANCHOR TO SLAB \ \ \ �;
<br /> CEMENT \ \ �
<br /> CO��CRETE FLOOR 3 —' �\ � \\ ^
<br /> „ 800-445-9062 �— ..
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<br /> 3�16" x 3" X 2" x 8'" � � \�� � � �� I Consuitant �
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<br /> � STEEL STEP PLATE. � �I� �� � � '
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<br /> � - � � MTI_ STRI GER �� � � �
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<br /> 3/8° x 3 7/2" x 3" 1 � '
<br /> OFFSET CLIP ANGLE.
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<br /> � CLIP �NGL S
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<br /> 4 TYPICAL CONCRETE TREADS 6 NOSING DETAIL
<br /> SCALE: 3" = 1 '-0" SCALE: 1 /2" = 1 '-0"
<br /> Consultant Registration Architect Registration
<br /> 1-1/2" METAL HANDRAIL EA. SIDE � 36" AFF, REfURN ENDS
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<br /> 6294
<br /> � REGISTERED .
<br /> ARCHITECT
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<br /> � � � � KEITH L SMITH
<br /> � ��\
<br /> �� STATE OF WASHINGTON
<br /> , S T A I R S 8c R A I � I �l G S
<br /> Issues and Revisions
<br /> I I I I I I I I I I I I No. �ate �ssues By cneck •
<br /> I I I I I I I I I I I I 1 12.10.15 PERMIT K�S
<br /> � � 12"i i i i i i i i i i i i i �
<br /> I I I I I I I I I I I I � 2 01.11.16 BID SET KLS
<br /> STAIR WIDTH: SBC 1009.1 : ALL STAIRS SHALL BE MINIMUM 44—INCHES WIDE, EXCEPT STAIRS WITH AN OCCUPANT LOAD OF 50 OR LESS MAY BE 6 rr7
<br /> 36—INCHES WIDE. I I I I I I I I I I I I I
<br /> A HANDRAIL MAY PR�JECT INTO THE REQUIRED WIDTH 4.5—INCHES MAX. i
<br /> TREADS/RISERS
<br /> {WITHIN SBC 1009.3/EXCEPTION 5: RISERS 7.0—INCH MAX.; TREADS 1 1 —1NCH. , „ „ „ „ „ „ „ „ �� �� ��
<br /> DWELLING (PROVIDE A NOSING BETWEEN 0.75—INCH AND 1 .25—INCHES AT STAIRS WITH SOLID RISERS, WHERE THE TREAD DEPTH IS LESS —2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � � � �
<br /> UNITS): THAN 1 1 —INCHES.) '
<br /> TREADS/RISERS I `
<br /> (ALL OTHER SBC 1009.3: RISERS 4—INCH MIN. TO 7—INCH MAX.; TREADS 1 1 —INCH MIN. ���� ��
<br /> AREAS):
<br /> �ti_/�
<br /> CONGREfE TREADS W. METAL RISERS PLATE \�
<br /> STAI R
<br /> HANDRA(LS: PROVIDE �NE ON EACH SIDE, EXCEPT STAIRS WiTHIN DWELLING UNITS MAY HAVE A SINGLE HANDRAIL. 1 ENLARGED STAIR PLAN
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<br /> HEIGHT SHALL BE MEASURED ABOVE STAIR TREAD NOSING AND SHALL BE UNIFORM. HEIGHT MAY BE 34—INCHES TO 38—INCHES. SC �E:�1'�f�' — 1 '—� � �
<br /> PLASTIC SIGN, WHITE BACKGROUND WITH BLACK
<br /> ALL PORTIONS OF STAIR WIDTH (AS REQUIRED FOR EGRESS CAPACITY) SHALL BE WITHIN 30—INCHES OF A HANDRAIL. � 9 LETTERS, MIN 2° HIGH P(�ST CONSPICUOUS
<br /> INTERMEDIATE 1 4 �
<br /> � Project Name Cascade Plaza
<br /> HANDRAILS: SBC 1012.1 : SHALL BE LOCATED ALONG OPEN—SIDED WALKING SURFACES, MEZZANINES, INDUSTRIAL EQUIPMENT PLATFORMS, ' '
<br /> STAIRWAYS, RAMPS, AND LANDINGS WHICH ARE LOCATED MORE THAN 30—INCHES ABOVE THE FLOOR OR GRADE BELOW.
<br /> GUARDS: Project Number 0201193,01
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<br /> SBC 1012.2: NOT LESS THAN 42—INCHES; EXCEPT WITHIN DWELLING UNITS, WHERE THE GUARD'S TOP RAIL ALSO SERVES AS THE Description STAIRS
<br /> HANDRAIL, THEY SHALL BE BETWEEN 34—INCHES AND 38—INCHES.
<br /> �, DETAILS
<br /> TH E M EZZAN I N E LIVE LOAD 100 � �
<br /> GUARD ( 1
<br /> OPENINGS: SBC 1012.3: OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4—INCH DIAMETER SPHERE CANNOT
<br /> ` � � ComputerFile A2�O�DWG
<br /> PASS THROUGH ANY OPENING UP TO 34—INCHES. FROM A HEIGHT OF 34 TO 42—INCHES ABOVE THE ADJACENT WALKING �
<br /> SURFACES, A SPHERE 8—INCHES IN DIAMETER SHALL NOT PASS. Scale AS N�TED .
<br /> AT THE TRIANGULAR OPENINGS BETWEEN THE BOTTOM RAIL, AND TREAD/RISER INTERFACE, THE OPENING SHALL BE LIMITED SO 2 SIGN AT TC�P (�F MEZZANINE
<br /> Template 4.3 (120101)
<br /> THAT A 6—INCH DIAMETER SPHERE CANNOT PASS. SCALE: 1 �2" = 1 '-0" �� A�� ideas desi ns arran e
<br /> g , gem nts, and plans mdicated or
<br /> �' represented by this drawing are owned by and the property of
<br /> smith co. Ilc and were created, evolved, and developed
<br /> for use on and in connection with the specified project. None of
<br /> � such ideas, designs, arrangements or plans shall be used
<br /> ` by or disclosed to any person, firm, or corporation for any �
<br /> purpose whatsoever without the written permission of smith co. Ilc.
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