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13-1396-035STAIR REQUIREMENTS: SAFEGUARDS AND RAILINGS SHALL BE DESIGNED? AS FER "F5C 2007, BUILDING" SEC. 1 618.4.6 AND "FBC 2010, KESIDENTIAL" SEC. 84403.7.3.6 RAILINGS, STAIR- RAILINGS AND OTHER SIMILAR SAFEGUARDS SHALL BE DESIGNED TO KE515T A LOAD OF 50 POUNDS PER LINEAL FOOT (74 KG /M) OR A CONCENTRATED LOAD OF 200 POUNDS (690 N) APPLILD IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON TI-18 5AFFGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STKES5F5. THE REACTIONS AND 5TKF5585 CAUSED BY THE ABOVE REFERENCED UNIFORM AND CONCENTRATED LOA DS SHALL BE CONSIDERFD NOT BE ACTING SIMULTANEOUSLY. 5TAIK MANUFACTURER TO PROVIDE SHOP DWG's AND PRODUCT APPROVALS WITH ATTACHMENT DETAIL. 5TAIK SHOP DWG'S WILL PREVAIL OVER AKCHITECTURAL DWG'5. 1 3/4" 5CH. 10 PIPE TOP CAP STAIR KEY NOTES: =FF�W/ PICKETS 5PACED TO REJECT A 4" A -- t04 - f FIED 'ACTURER TO SUBMIT SHOP DRAWINGS TO ARCHITECT FKIOK TO FABRICATION) 2. COORDINATE STAIR FINISH WITH OWNLK PKIOK TO FABKICATION TO ASSURE PROPER FINISH KISEK HEIGHT. 3. CONCKETE SLAB (SEE 5TKUCTUKAL DRAWINGS) 4. CONCRETE BEAM (588 5TKUCTUKAL DRAWINGS) 5, RAILING WITH RAILS TO KEJECT A 4" DIAMFTER OBJECT. E. ATTACHMENT AS ELK STAIR SHOP DRAWINGS 7. HANDRAIL (SEE DETAIL AT THIS SHFET) b. 30" X 48" WHEEL CHAIK AREA OF REFUGE SPACE. PROVIDE BUILDING SIGNAGF " AREA OF REFUGE " IN ACCORDANCE W/ FFPC 7.2.1 2.3.5.1 .PROVIDE 2 WAY COMMUNICATION SYSTEM IN ACCORDANCE WITH. 9. APPROVED STAIR DESCENT DEVICE AS PER FFPC SECTION 7.2.12.2.3. 10. PROVIDE TWO WAY COMMUNICATION SYSTEM. ATTACH TOP CAP WITH 55T # I 0 TEK- SCREWS AFFKOX. I -G" O.C. I 112" O.C. HANDRAIL HANDRAIL BRACKET TO MATCH RAIL MATERIAL 3/4" SQUARE PICKETS x O.G2 WALL. 5PACED REJECT A 4" SPHERE MECHANICALLY FASTENED 1 112" x 3/4" F30TTOM CHANNEL MOUNT POSTS IN NON MFTALIC NON- 51-1RINKIlIG QUICK 5ETTING GROUT IN PRE - SLEEVED OPENING STAID FAILING P05T W/ HANDRAIL 1 11211 = 1 1 -011 FLOOK PLAN LEGEND 81, CMU WALL �f�K AT ED CMU WALL2 I NR FIRF RATED PARTITION 1 112" O.D. ALUM. PIPF RAILING ELEVATION SECTION HANDRAIL WALL BRACKET N.T.S. I 1/4' 5CH. 40 NOTES: ----- I---- t - - - - PIPE TO CAP. I/2" 1 . MATERIAL: ALUM. 6000 Mill. 4' - I I " LLI� 7 SERIES. GRADE T5 OR TG I I TR ADS c r I I " E.A — loll 1 " II I I 2. FABRICATION: ALL FASTENED llI 1i0 5Y5TEM EXCEPT GRIP AT INT. j 7 STAIR RAIL5. 0 4' O" LANDING 9 @ I I " F A= b' - 3" Qv 5 4'- 0" 20 I I I I I I I I I I I I I 3. FIN15H: BALCONY RAIL AND 3 16 I I I I I I I I I I I STAIR RAIL TO BE PATINA 13 1 I 1-- - -1- -- GREEN COLOR O oz z 1j I� — —__ Ii —= rt - -- - -- -- _ — �Q III- -___ +_— __-�___— _�____ +____ ,� �_ SECTION 4. INSTALLATION: CORE DRILL - -- - - - -- -- 3 1/2"— HOLES x 3 1/2" x 3 1/2" x 4" J --- t - - -� —_ _ —t — _— _I'_--- t - - -_ —_ _— t-- 5TYKOFOAM SLEEVES ON WOOD I 1/4' 5CH. 40 O BRACKETS LOCATED AS RECD. PIPE TO CAP. IN AREAS WITH POST TEN5101J I I I I I I I I I I I I CABLF5 c, I I I I I I I I I 5. RAILILIG DESIGN TO MATCH TAM PICO * M0rITFRREY / G. ALL RAILINGS MUST MAINTAIN A CONS15TENT HEIGHT, FROM PGN�C� TOP OF CONCRETE FLOOR SLAB, �P THROUGH OUT THE BUILDING G G O REGAKLE55 THAT MAY BE 1115TALLED 0�( ELEVATION BY A UNIT OW1IER AT A LATER DATE. 3 5TAIK HANDRAIL (WALL MOUNTED) N.T.S. 311 _ 1 1011 Nin-i t\I(; I ° I III TVPV( Al TPF -Arl NOTE: I REFER TO 5TKUCTUPAL DWG5, FOR STAIR SLAB THICKHE55 t 5TRUCT. STEEL KEI N FORCEM 1=NT. 2 ALL STAIR H051NG5 SHALL HAVE A NON -SLIP SURFACE 5TAIK TREAD AND K15ER DETAIL N.T.5. 11411 - I -0 ALL D 4N [R 15' AL IA fv SECOND FLOC 121 - 911 ri FIRST FLOOR –17—&-- 011 I I I I 5TAI R 2 FI R5T FLOOR PLAN La:� 5TAI R I f R5T FLOOK PLAN ----- I---- t - - - - 4' - I I " LLI� 7 I I TR ADS c r I I " E.A — loll 1 " II I I I llI 1i0 7 Z STA I R 4' O" LANDING 9 @ I I " F A= b' - 3" 5 4'- 0" 20 I I I I I I I I I I I I I UP 3 16 I I I I I I I I I I I 2 13 1 I 1-- - -1- -- _ I 10 z 1j I� — —__ Ii —= rt - -- - -- -- _ — 3 III- -___ +_— __-�___— _�____ +____ ,� �_ © z - -- - - - -- -- - -� J --- t - - -� —_ _ —t — _— _I'_--- t - - -_ —_ _— t-- �.� - O I I I I I I I I I I I I cp I I I I I I I I I I I I S-TAR c, 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 1 10 1114 1115 116 17 1i8 1119 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 2i0 2i1 �2 I I I I I I I I I 5TAI R 2 FI R5T FLOOR PLAN La:� 5TAI R I f R5T FLOOK PLAN STAIR 2 SECOND FLOOR PLAN 1/211 = 1 1 -011 11211 = 1 1 -011 w cv 4' - I I " LLI� 7 I I TR ADS c r I I " E.A — loll 1 " —I I° 4'- 0" LANDING N DIN c� -0 11 " 2 0' - 6 61/64" A 7 Z STA I R 5 2 21 20 19 1E 17 16 15 1 13 1 2 11 _ I 10 8 2 - - - - -_ ------ -- - - - - -� I G' - 9" LANDING S-TAR c, '71 _ ' G II 7 ILI w I I I I I I I I I I I I L --- -- - - - - -- _ ___ —_ - j i I I TREADS @ I "F.A= 101 - 1" U 5' -2" I I" 11 1 � I. O.. 0Z w DN u (V 7 ' 1 12 13 14 15 16 17 1E 19 20 STAIR 2 SECOND FLOOR PLAN 1/211 = 1 1 -011 11211 = 1 1 -011 5TAIK I SECOND FLOOR PLAN 1 /211 — 1 1 -011 8 5TA1 R 2 5ECT1 ON A-10 112" = P-0' 3 5TAIK 15ECTION A- 10 11211 = 1 1_011 I REVISIONS BY Z 2 IF,C 2/05/14 M.B 3 F.0 3/2G/ 14 M.B Z 0 L Z r CD N z U c J O = Lu �, z Lo 0�'D J W z z L 0 « Q n J, L)� W w w T r 00 .{ OZ h �t 0 1 T cy) yj L_ (r) , f 0) z N I- 0 0 O M .MAAYWIi U W �. 0 w ° 0 Z ) 0 0 � r► � v Z Oc� (y) W w J O WL r r = c- r w' �o a s Q C z ogym}.. LL 0 W L U M� w vU� d C) u= --j a- U 00n 0 0 0 r � • r Q w 0 C -` 0 W IL IL 0 w 0 0 N Rcn � r z ti L: ce W c: r w STAIRS z L7 U -U S_ SCALE As indicated DATE OO/OG/ 13 "I JOB 13 1 1 c� W SHEET / L A -10 r W U' 0 OF SHEETS o ol 3 /2014D 1: 6:42 AMI Z w R 7712 RAU<,,,R � ,COL AR -7792 JENNIFER fv7XC'0M'SXCMAN • ARA7181 ;I n w cv I 7-0 "LANDING I II 0 12' -3" 7 Z STA I R I I I I 2 I I I L -- - - - - - - - - -- - - - - -- 8 10 _ I 4' -0 "LANDING I I TREADS @ I "F.A= 101 - 1" 5' -2" I I" 11 0Z w DN u (V 7 ' 1 12 13 14 15 16 17 1E 19 20 21 2 5TAIK I SECOND FLOOR PLAN 1 /211 — 1 1 -011 8 5TA1 R 2 5ECT1 ON A-10 112" = P-0' 3 5TAIK 15ECTION A- 10 11211 = 1 1_011 I REVISIONS BY Z 2 IF,C 2/05/14 M.B 3 F.0 3/2G/ 14 M.B Z 0 L Z r CD N z U c J O = Lu �, z Lo 0�'D J W z z L 0 « Q n J, L)� W w w T r 00 .{ OZ h �t 0 1 T cy) yj L_ (r) , f 0) z N I- 0 0 O M .MAAYWIi U W �. 0 w ° 0 Z ) 0 0 � r► � v Z Oc� (y) W w J O WL r r = c- r w' �o a s Q C z ogym}.. LL 0 W L U M� w vU� d C) u= --j a- U 00n 0 0 0 r � • r Q w 0 C -` 0 W IL IL 0 w 0 0 N Rcn � r z ti L: ce W c: r w STAIRS z L7 U -U S_ SCALE As indicated DATE OO/OG/ 13 "I JOB 13 1 1 c� W SHEET / L A -10 r W U' 0 OF SHEETS o ol 3 /2014D 1: 6:42 AMI Z w R 7712 RAU<,,,R � ,COL AR -7792 JENNIFER fv7XC'0M'SXCMAN • ARA7181 ;I n