00-0441-014 - _ REVISIONS BY
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FIRESTOPS. KEY NOTES ;. STAIRS _ _
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FIFESTOPS SHALL BE VIDW IN SPECIFIC LOCATIONS AS FOLOWS: METAL STRAP —'-—' \ z
L 2'-10" HIGH HANDRAIL. `
(C) BETWEEN STAIR STRII4GERS AT LEAST ONCE IN THE MIDDLE OF EACH 2. 3'-b" HICsH RAILING W/PICKETS t0 REJECT A 4" 0 05JECT. (RAILII4G MFR. TO __ - _` - 6-8d NAIL
RUN, AT THE TOP AND 5OTTOM , AND 5ETWEEN STUDS, ALONG AND IN LINE SUBMIT SHOP DUGS. TO ARCH. FOR REVIEW PRIOR TO FAERICATION-) 1 1/2"
2-8d NAIL
WITH ADJACENT RAN OF STAIRS.
3. 3/4" PLYWOOD LANDII4Cx. 3/ " 3/4 n
2305.1 $AFECxUARDB: 4. ks" PLYWOOD RISER /
5. 2 X TREAD CUT TO SIZE. _- r __ _ _ 2nd FLOOR FIN. FL. \�
(A) RAILW38, STAIR-RAILINGS AND OTHER SIMILAR SAFEGUARDS SHALL ro. 4 X 4 WOOD POST t0 RECEIVE LANDINCs PLATFORM. /
5E DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAL FOOT L — — — — — o
APPLIED IN ANY DIRECTION AT THE top OF SUCH BARRIERS. '1. 2 X 12 WOOD STRANGER ROUTED t0 RECEIVE TREADS I, —— — r•
GLUED t NAILED . 3" MIN. NOTCH O 5EARING. /4 A ° 1 LW 0
3;
(5) INTERMEDIATE RAILS , BALUSTERS , PICKETS AND OTHERS FILLERS 8. 2 X 4 (PT) WOOD. = •. '
SHALL 5E CAPABLE OF RESISTING A UN7 7RM HORIZONTAL LOAD OVER 9. 2 X 8 (PT) LEDGER W/ 1/2" ANCHOR BOLTS INTO CONC. ' ° ° °: ' � N 0
THE GROSS AREA OF NOT LESS THAN 25 POUNDS PER SQUARE FOOT, FILLED CELLS o 12" C.C. '„ p ° °' �" ' 0
HANDRAIL ROUTED
WTfHOUT RESTRICTION 5Y DEFLECTION, BUT OF NOT LESS 8T1�NGTH THAN ' . �• � �• '°• _ � � Q N
10. 2 LAYERS OF 5/8" TYPE 'X' GYP. 5D. (1 HR. FIRE RATED) FROM WOOD 2 X 6. 1 I— t� O
REGIUIfi�D TO RESIST APPLICABLE WIND LOADS AS SET FORTH HEREIN. 1L JOIST HANCsER At EA WOOD JOIST (TYP) / f Lo 1 O
(C) THE MAIN SUPPORTING SRS OF SUCH VERTICAL BARRIERS SHALL �. 2-2 X 8 WD. LEDGER. ; / / N Q O =Lf)
EE DESIGNED AND CONSTRUCTED TO RESIST THE FORGES SET FORTH IN 5• DRAFT STOP AT THE CENTER AND AT EACH END HANDRAIL I / GONG. SLAB / 1 j — p Li-1 °-
PARACsRAPH8-2305:I (A) AND (5) HEREIN , LLIHICH£VER IS MORE CRITICAL 14. INTERMEDIATE 8TRVIOlGERS DETAIL N.T.5. � /� / w o � j Z
BUT THE REACTION OF THE SPECIFIED FORGES NEED NOT BE ADDITIVE. 15.NOT USED / % = IJ O U
18.NOT USED / / 0 w Z
(D) HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST A — W v J
LOAD OF NOT LESS THAN 200 POUNDS APPLIED IN ANY DICTION AND /// OZ Q O= X a-
AT ANY POINT ON THE RAIL. NOT STAIR ENGINEERING TO 8E DONE BY STAIR ��� O — w ��- O
MANUFACTURER. SHOP DRAWINGS SHALL 5E ��� 0 J �
SUBMITTED TO ARCHITECT FOR REVIEW PRIOR �_____ O
TO CONSTRUCTION
DETAIL OF
2 ATTACHMENT OF CO G. SL A5 TO STRINGER N.T.S. �
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CHECKED BY
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( 1 DRAWN BY =
_ III I I ` Ti III_ N DATE Oro/01/99
o JOB 9r.28
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5? STAIR SECTION 3/4" ST�4�� �L.,41� a SHEET �
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-6 AT SECOND FLOOR 3/4 9 A-6 .
S OF SHEETS
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