00-0061-014 REVISIONS BY
6�-HItTIB Co53YP10-) � ^^ W
FIRESTOPS. KEY NOTES : STAIRS ,
FIRESTOPS SMALL BE PROVIDED IN SPECIFIC LOCATIONS AS FOLOWS:
i/S" x ►° x 18"
1. 2'-10" HIGH HANDRAIL. n - In
y
(C) BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH .00,
2. 3 -6 HIGH RAILING W/PICKETS TO REJECT A 4 0 OBJECT. (RAILING MFR. TO //
RUN, AT THE TOP AND BOTTOM , AND BETWEEN STUDS, ALONG AND IN LINE SUBMIT SHOP DWGS. TO ARCH. FOR REVIEW PRIOR TO FA5RICATION.)
1 1/2
0.WITH ADJACENT RUN OF STAIRS. ^^M1 2-Sd N�F S =
3. 3/4" PLYWOOD LANDING. 3/ 11 3/11 „ r
4 /8 3
4. �11 PLYWOOD RISER. \\\
2305.E SAFEGUARDS. V h
5. 2 X TREAD CUT TO SIZE. / 2n FLOOR FIN. FL.
(A) RAILINGS, STAIR-RAILINGS AND OTHER SIMILAR SAFEGUARDS SHALL 6. 4 X 4 WOOD POST TO RECEIVE LANDING PLATFORM.
BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAL FOOT
APPLIED IN ANY DIRECTION AT THE TOP OF SUCH 5ARRIERS. 1. 2 X 12 WOOD STRINGER ROUTED TO RECEIVE TREADS � ^^^ — -g/4" — — —� Li 00 �
GLUED t NAILED . 3" MIN. NOTCH o SEARING. , o \ / 1 W 00 E
(5) INTERMEDIATE RAILS , BALUSTERS , PICKETS AND OTHERS FILLERS 8. 2 X 4 !PT) WOOD. ° a \J114 f/ Q- N 0)
SHALL BE CAPABLE OF RESISTING A UNIFORM HORIZONTAL LOAD OVER cl 2 X 8 (PT) LEDGER W/ 1/2" ANCHOR 5OLTS INTO CONC. a e a °\ U) (C ou 3
THE GROSS AREA OF NOT LESS THAN 25 POUNDS PER SQUARE FOOT, FILLED CELLS w 12" C.C. i ° Qa a ^ ° ^ ° _ ►� O N
WITHOUT RESTRICTION BY DEFLECTION 5UT OF NOT LESS STFMNGTH THAN HANDRAIL ROU ED \
REQUIRED TO RESIST APPLICABLE WIND LOADS AS SET FORTH HEREIN. 10. 2 LAYERS OF 5/8" TYPE 'X' GYP. BD. (1 HR FIRE RATED) I \ 17 � Op
11. JOIST HANGER AT E.A. WOOD JOIST (TYP) FROM WOOD 2 X 6. , N o
12. 2-2 X 8 WD. LEDGER � O W
(C) THE MAIN SUPPORTING MEMBERS OF SUCH VERTICAL BARRIERS SHALL �; / Q _
5E DESIGNED AND CONSTRUCTED TO RESIST THE FORCES SET FORTH IN 13. DRAFT STOP AT THE CENTER AND AT EACH END I I I I GONG. SLAB \ / o p U) �
PARAGRAPHS-2305.1 (A) AND (5) HEREIN , WHICHEVER 18 MORE CRITICAL 14. INTERMEDIATE STRINGERS HANDRAIL DETAIL N.T.S. � \\\ / � O
[if L0 z Q
BUT THE REACTION OF THE SPECIFIED FORCES NEED NOT 5E ADDITIVE. 15.NOT USED _j p W
16.NOT USED w W
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(D) HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST A �� / \�► O O
W
LOAD OF NOT LESS THAN 200 POUNDS APPLIED IN ANY DIRECTION AND Z I X c� o
AT ANY POINT ON THE RAIL. NOTE. STAIR ENGINEERING TO BE DONE 5Y STAIR % Q r1 � ff
MANUFACTURER. SHOP DRAWINGS SHALL 5E p :2 J 0
SU51"1ITTED TO ARCHITECT FOR REVIEW PRIOR c(o w U
TO CONSTRUCTION g5 \ O ~
DETAIL OF _
ATTACHM OF CONC. SLA5 TO STRING N.T.S.
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DATE 02/01/00 In
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STAIR SECTION 3/4' 5T STAIR FLAN a SHEET
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ARCH. No.' '.�, I°1, 2