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13-1396-037STAIR RI=QUIREMENT5: SAFEGUAKDS AND RAILINGS SHALL BF DESIGNED A5 PER "1 "13C 2007, BUILDING" 5EC. I G) (5..4.G AND "I'DC 201 0. KESIDENTIAL" SEC. K4403.7.3.G RAILINGS, STAIR - RAILINGS AND OTI -IEP. SIMILAIR SAFEGUARD5 SHALL BF DESIGNED TO KES15T A LOAD OF 50 POUND5 PEP, _ LINEAL FOOT (74 KG /M) OK A CONCENTRATED LOAD OF 200 POUNDS (G90 N) APPLIED IN ANY DIRECTION AT THE TOP OE SUCH BAKRIEKS AT ANY LOCATION ON THE SAFEGUARD, WHICHFVFR CONDITION PKODUCE5 THE MAXIMUM STRESSES, THE KFACTION5 AND STKESSE_S CAUSED BY THE AE30VE REFERENCED UNIFOFM AND CONCENTRATED LOADS SHALL DE CONSIDERED NOT BE ACTING SIMULTANEOUSLY. STAIR MANUFACTURERTO PROVIDE SHOP DWG's AND PRODUCT APPKOVALS WITH ATTACHMENT DETAIL. 5TAIR SHOP DWG'S WILL PREVAIL OVER AKCHITFCTUR,AL DWG'S. u_ J J LL 1 314" SCH. 10 PIPE TOP CAP STAIR KEY NOTES: I . 3' -C" HIGH SAFEGUARD TO MET CODE RFQUIRFMFNTS AS SPECIFIED AT THIS Sht f.(MANUFACTUKER TO 5LJDMIT 51-10P DKAWING5 TO ARCHITECT PRIOKTO FABRICATION) 2. COOKDINATE STAIR FIN15H WITH OWNER PRIOR TO FABKICATION TO ASSURE PKOPEK FIN15H RISER HEIGHT, 3. CONCRETE SLAB (SEE 5TRUCTURAL DFAWING5) 4. CONCRETE SEAM (SEE STRUCTURAL DFAWING5) 5. FAILING WITH KAI1_5 TO REJECT A 4" DIAMETER 06JECT. G. ATTACHMENT A5 PEK 5TAIR SHOP DKAWING5 7. HANDRAIL (SEE DETAIL AT THIS SHEET) b. 30" X 4d" WHEEL CHAIR AKE`A OF ILFUGE SPACE. PROVIDE BUILDING SIGNAGE " AREA OF REFUGE " IN ACCORDANCE_ W/ FFPC 7.2-12.3.5.1 .PROVIDE 2 WAY COMMUNICATION SYSTEM IN ACCORDANCE WITH. 9, APPROVED STAIR DESCENT DEVICE AS PER FP PC SECTION 7.2.12.2.3. 10, PROVIDE TWO WAY COMMUNICATION SYSTEM. ATTACH TOP CAP WITH 55T # 10 TEK- SCRLW5 APPROX. I -G" O.C. 1 112" O.G. HANDRAIL- HANDRAIL BRACKET TO MATCH RAIL MAT LNEAL 3/4" SQUARE PICKETS x 0.62 WALL, SPACED REJECT A 4" SPHERE MECHANICALLY FASTENED I 1/2" x 3/4" DOTTOM CHANrIEL MOUNT POSTS IN NON METALIC NON - SHRINKING QUICK SETTING GROUT IN PRE - SLEEVED OPENING SITAR RAILING P05T W/ HANDRAIL 1 11211 1 1 -011 FLOOD PLAN LEGEND a" CMU WALL I HK FATED CMU WALL ELEVATION SECTION HANDRAIL WALL BRACKET N.T.S. I NOTES: FIFE TO CAP� 1 1/2" 1. MATERIAL: ALUM. 0000 MILT. SERIES. GRADE T5 OR TO 2. FABRICATION: ALL FASTENED l_ a A SYSTEM EXCEPT GRIF AT INT. >^ STAIR RAILS. OL I C� 4 ­3. FINISH: BALCONY RAIL AND STAIR RAIL TO BE PATINA z0 , GREEN COLOR o ry 4. INSTALLATION: CORE DRILL n SECTION 3 1/2"— HODS x 3 112" x 3 112" x 4" STYROFOAM SLEEVES ON WOOD I 1 /4' SCH. BRACKETS LOCATED AS REQ. FIFE TO CAF IN AKFAS WITH POST TENSION CABLES -5. RAILING DESIGN TO MATCH TAMPICO k MOHTERREY 6. ALL RAILINGS MUST MAINTAIN A CON515TENT FIEIGHT, FROM e TOF OF CONCRETE FLOOR SLAB, THROUGH OUT THE BUILDING 0. REGARLESS THAT MAY BF INSTALLED ��o ELEVATION BY A UNIT OWNER AT A LATER DATE. 5TAIR. HANDRAIL (WALL MOUNTED) N.T.5. 311 = 1 1_011 n1(1�1n1T' �� n TVPIT'AI TDFAn NOTE: I REFER TO STRUCTURAL DWGS. FOR 5TAIR SLAB THICKNE55 t STKUCT. STEEL REINFORCEMENT. 2 ALL STAIR NOSINGS SHALL HAVE A NON -SLIP SURFACE 5TAIR TREAD AND R15ER DETAIL N.T.S. 11411 _ 1 1 -011 WALL LINE JUT 3 /b" DIA. :XrAN51ON DOLT COIZR051 V E CFSISTANT JI ETA L) ?" DIA. 1/8" rLATE jCREW SLOT A- 10 SECOND FLOC 12' -9" _ * FIRST FLOOR J 0' -O" I I I /I 5TAI R 2 f R5T FLOOR PLAN 5 5TAIR 2 SECOND FLOOR PLAN 10 1/2" = I ' -0" 8 SITAR 2 SECTION A- I o 11211 = 1 ' -O" 5TA1 R I FI R5T FLOOR PLAN Gii(+ •Y" 9 fd VvGuV LO•L V lIi ii V V i1•• •� V U ` y • VUi�uu •W V V V iw •e" `' • V Vii V • i " L - �y • to O V L W O� V • V L 4"�• w�uus � 4 � a • l N � e 2 STAIR I SECOND FLOOR PLAN A- l 0 1/2" = 1'-0'l 3 SITAR I SECTION A- o 1/2" = P--O" SECOND FLOOR 12' -9° FIRST FLOOR 4! -0' -0" y REVISIONS C — - --- _ --- I — - - -- - -- s u V 41 �i• • OF SHEETS our •o+c• 1 /1 /2013 u W iss • •y • C ' I I I 1i0 w RAUL R- NGO • AR -77U JENNIFER MALLON SALMAN • AR, -171 ;1 4'- O" LANDING 9 ITFEA 5 @ I I " E.A= I I I b' - 3" 4'- 0" I I I I I I I I I I I I I I I I I I UP I I I I I I I I I 1 I I =1 - - -= = = -�- - -- V - -- -- - -- -- I - -- * - - - -1 T - - - -— g STAIR I L — r-== �= ___t___�____1 ____ I I I I '= === t ==== ' == == fi ==== I - 1=== _�"_ - _71 I -- T I I I I I I I I I 1 I I I I I I I I I I I I i I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1i1 1i2 1i3 1i4 1i5 1i6 1117 18 1i9 I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I �0 �1 �2 I I I I I I I I I 5TA1 R I FI R5T FLOOR PLAN Gii(+ •Y" 9 fd VvGuV LO•L V lIi ii V V i1•• •� V U ` y • VUi�uu •W V V V iw •e" `' • V Vii V • i " L - �y • to O V L W O� V • V L 4"�• w�uus � 4 � a • l N � e 2 STAIR I SECOND FLOOR PLAN A- l 0 1/2" = 1'-0'l 3 SITAR I SECTION A- o 1/2" = P--O" SECOND FLOOR 12' -9° FIRST FLOOR 4! -0' -0" y REVISIONS BY s u V 41 �i• • OF SHEETS our •o+c• 1 /1 /2013 u W iss • •y • C ' w tT v. w Z `+I O Q O ceN � W u-) C) Q m - LL' W O ILL LL. O _ 0 w J I1J V) w 0 0 ~ � U) ' M cy) L Z ti 0 N � .._..,i (I) o 0 z H W v✓ 0 Z Y © 0- co W J C) Lu W -^ w /Y w 4 w U _j O O 6� O Ln w w • w � Q - C O _ C O O O I„ IL O C 1 u o-.. STAIRS '- w 111 r L LL O U SCALE A5lndlcated DATE 06/06/ 13 JOB 131 I SHEET A-10 C 1 • ` O .... F.. F 0 {. OF SHEETS 1 • ` O .... F.. F 0 {. 1 /1 /2013 C ' /SrERED Af�O'�\�� w RAUL R- NGO • AR -77U JENNIFER MALLON SALMAN • AR, -171 ;1