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13-96 (3)-040T M m T Tj o 0 o a) a L s a � U ¢ 1 " BRUSHED STAINLESS STEE BE AT TOP OF 2A SIM. GUARD L (TYPICAL) V1 3 1/2" ABS UTE MAXIMUM C OPENING —� 4" MAXIMUM PROT SION OF HANDRAIL INTO DING PROVIDE CONTINUOUS HANDRAIL AT ALL LANDING BETWEEN STAIR RUNS. RADIUS BEND ALL TURNS, (COMPLY WITH NOTE 8 & WITH DETAIL 8/A7.10) I 2 1/4-,l 1/2" BRUSHED STAINLE5e STEEL TUBE AT TOP OF GUARDRAI TYPICAL) 1 1/,2" BRUSHED STAINLESS S 41_ VERTICAL TUBE HANDRAIL HEIGHT ABOVE NOSING (COMPLY WITH NOTE 8 - TYPICAL) I OMITTED RADIUS B ALL TURN`. I SEE "GENERA OTES I FOR STAIRS" 0 HEET NOTEOSC L WHEN AT FLOOR OFFSET BY MULTIPLE TREADS REQUIREMENDDITI I / VERIFY MINIMUM DEPTH OF LANDING (COMPLY WITH NOTE 4 00 N ABSOLUTE I SPECIFICATION 00 \ 1' -0" HORIZONTAL SIM O 3 1/2 ", PROVIDE INTERMEDIATE Tz MEMBERS BETWEEN THE VERTICAL TUBE 7 7 ' SUPPORTS SO THAT THE MAXIMUM z 2B E) NSION PAST TOP F- 1 1/2" O.D. VERTICAL TUBE ° x z - �? I � SUPPORTS AT GUARDRAIL (TYPICAL) 3 v, w ° x 1 1/2" BRUSHED STAINLESS STEEL TUBE z J RISER ( COMPL IT NOTE 8) FQ ° J FROM TOP -MOST LANDING TO v' °O V a BOTTOM -MOST LANDING. ADJACENT STEEL BEAM RADIUS BEND ALL TURNS. COMPLY Z` WITH NOTE 8 ON SHEET A7.10 1926.1053(a)(13) HANDRAIL UPPORTS MAXIMUM 0 =r< STAIR RISERS BEYOND CL " J �w (0 MINIMUM ° MINIMUM) ETAL STUDS AT 16- O.C. SHALL BE A CHED AT x I . SEE NOTE 12. (3' -0" 0. C. RADIUS BEND VE IFY DIMENSION LAD G IN AT EACH SEE STRUCTURAL) GOO O O O ' LLJ O O AT EACH VERTIC TUBE I i _ 49 1 2" MINIMUM LANDR IG " OSING __j ¢ (COMPLY WITH NOTE 4 d GLASS PANELS I (TYPICAL) z P D D � 0 :2 Q I O. L_ a CL 1/2" BRUSHED STAINLE5e STEEL TUBE AT TOP OF GUARDRAI TYPICAL) 1 1/,2" BRUSHED STAINLESS S 41_ VERTICAL TUBE HANDRAIL HEIGHT ABOVE NOSING (COMPLY WITH NOTE 8 - TYPICAL) I OMITTED RADIUS B ALL TURN`. I SEE "GENERA OTES I FOR STAIRS" 0 HEET NOTEOSC L WHEN AT FLOOR OFFSET BY MULTIPLE TREADS REQUIREMENDDITI I / VERIFY MINIMUM DEPTH OF LANDING (COMPLY WITH NOTE 4 i `DIMENSION VARIES ,� �, AT FLOOR LEVEL VERSUS 90 fr INTERMEDIATE LANDING _2 => ::E I zzzzz I (SEE STRUCTURAL) Q w ° o Q o J J—JJJJ CONCRETE STAI LANDINGS AN BEAMS a a a (SEE STRU RAL) o n KA T=C: RADIUS BEND ALL TURNS 1 /2" BRUSHED STAINLESS TEEL TUBE AT TOP OF GUARDRAIL (TYPICAL) -1 1/2" BRUSHED STAINLESS STEEL HANDRAIL (TYPICAL) \ 3 1/2" ABSOLUTE - MAXIMUM CLEAR OPENING ABRASIVE METAL PROVID N ABSOLUTE I SPECIFICATION 00 MINIMUM 1' -0" HORIZONTAL NOTE: IF THIS GAP IS GREATER THAN O 3 1/2 ", PROVIDE INTERMEDIATE Tz MEMBERS BETWEEN THE VERTICAL TUBE 7 7 ' SUPPORTS SO THAT THE MAXIMUM HANDRAIL E) NSION PAST TOP F- 1 1/2" O.D. VERTICAL TUBE ° x z - �? I � SUPPORTS AT GUARDRAIL (TYPICAL) 3 v, w ° x 1 1/2" BRUSHED STAINLESS STEEL TUBE z J RISER ( COMPL IT NOTE 8) FQ ° J FROM TOP -MOST LANDING TO v' °O V a BOTTOM -MOST LANDING. ADJACENT STEEL BEAM RADIUS BEND ALL TURNS. COMPLY Z` WITH NOTE 8 ON SHEET A7.10 1926.1053(a)(13) HANDRAIL UPPORTS MAXIMUM TYPE "X" GY UM BOARD ON 3 5/8" g �' =r< STAIR RISERS BEYOND CL " J �w (0 MINIMUM ° MINIMUM) ETAL STUDS AT 16- O.C. SHALL BE A CHED AT TOP OF LANDING BETWEEN STAIR RUNS � "v� . SEE NOTE 12. (3' -0" 0. C. RADIUS BEND BOTTOM OF H DRAILS X GOO MAXIMUM) LLJ AT EACH VERTIC TUBE I _ <_ (TYPICAL) __j ¢ ~ d GLASS PANELS z J � 0 :2 Q 1 1/2 " BRUSHED O. L_ a CL a STAINLESS STEEL VERTICAL TUBE F- = w v=i GLASS BRACKET CONNECTIONS TO GUARDRAILS o z 1 / / = CONCRETE LANDING OR FLOOR LEVEL i `DIMENSION VARIES ,� �, AT FLOOR LEVEL VERSUS 90 fr INTERMEDIATE LANDING _2 => ::E I zzzzz I (SEE STRUCTURAL) Q w ° o Q o J J—JJJJ CONCRETE STAI LANDINGS AN BEAMS a a a (SEE STRU RAL) o n KA T=C: RADIUS BEND ALL TURNS 1 /2" BRUSHED STAINLESS TEEL TUBE AT TOP OF GUARDRAIL (TYPICAL) -1 1/2" BRUSHED STAINLESS STEEL HANDRAIL (TYPICAL) \ 3 1/2" ABSOLUTE - MAXIMUM CLEAR OPENING ABRASIVE METAL F- NOSING (SEE I SPECIFICATION 00 SECTION 05 5000) FACE OF GUARDRAIL TO WALL NOTE: IF THIS GAP IS GREATER THAN O 3 1/2 ", PROVIDE INTERMEDIATE Tz 0 a w x z 0 0 z "M _z 1 1/2" BRUSED STAINLESS STEEL TUBE AT TOP OF GUARDRAIL (TYPICAL) 1 1/2" BRUSED STAINLESS TUBE HANDRAIL SHALL RUN CONTINUOUSLY FROM TOP -MOST LANDING TO BOTTOM -MOST LANDING. RADIUS BEND ALL TURNS. (COMPLY WITH NOTE 8 ON SHEET A7.10 - TYPICAL) FACE OF STAIR NOSING 1 1/2" BRUSED STAINLESS STEEL VERTICAL TUBE SUPPORT BELOW GUARDRAIL PLAN DETAIL COMPLY WITH NOTES 2 & 8 REGARDING MINIMUM STAIRWAY WIDTH SEE "GENERAL NOTES FOR 6 » B » STAIRS" ON SHEET A7.10 FOR ADDITIONAL REQUIREMENTS A7.11 ELEVATION 2 DETAIL LANDING BETWEEN STAIR RUNS NOT TO SCALE WHEN STAIR RISERS ARE OFFSET AT LANDING TUBE AT TOP OF GUARDRAIL (TYPICAL) 1 1/2" BRUSHED STAINLESS STEEL HANDRAIL (TYPICAL) 3 1/2" ABSOLUTE MAXIMUM CLEAR OPENING 2A 7.10 F--• U w a x � J I o GLASS BRACKET CONNECTIONS TO za GUARDRAIL CD M _ a- GLASS PANELS - � � o z � w = w 2B CIO Q w F- _ °z /j / LL w z 0 z ~ O w z > o 2" 1 1/2" 1 1/2" 4' -1 1/2" MINIMUM F.O.F. 4' -1 1/2" MINIMUM F.O.F. FACE OF GUARDRAIL TO WALL FACE OF GUARDRAIL TO WALL NOTE: IF THIS GAP IS GREATER THAN 2 1/2" x 1 3 1/2 ", PROVIDE INTERMEDIATE 2A MEMBERS BETWEEN THE VERTICAL TUBE 7 7 777,141 SUPPORTS SO THAT THE MAXIMUM 2 CLEARS ACING IS LESS P THAN 3 1/2- F- 1 1/2" O.D. VERTICAL TUBE ° x z - �? I � SUPPORTS AT GUARDRAIL (TYPICAL) 3 v, w ° x 1 1/2" BRUSHED STAINLESS STEEL TUBE z J HANDRAIL SHALL RUN CONTINUOUSLY FQ ° J FROM TOP -MOST LANDING TO v' °O V a BOTTOM -MOST LANDING. ADJACENT STEEL BEAM RADIUS BEND ALL TURNS. COMPLY Z` WITH NOTE 8 ON SHEET A7.10 1926.1053(a)(13) (TYPICAL). MAXIMUM TYPE "X" GY UM BOARD ON 3 5/8" g �' =r< STAIR RISERS BEYOND CL " J �w (0 MINIMUM ° MINIMUM) ETAL STUDS AT 16- O.C. 0 M TOP OF LANDING BETWEEN STAIR RUNS � "v� SEE "GENERAL NOTES FOR 6 » B » STAIRS" ON SHEET A7.10 FOR ADDITIONAL REQUIREMENTS A7.11 ELEVATION 2 DETAIL LANDING BETWEEN STAIR RUNS NOT TO SCALE WHEN STAIR RISERS ARE OFFSET AT LANDING TUBE AT TOP OF GUARDRAIL (TYPICAL) 1 1/2" BRUSHED STAINLESS STEEL HANDRAIL (TYPICAL) 3 1/2" ABSOLUTE MAXIMUM CLEAR OPENING 2A 7.10 F--• U w a x � J I o GLASS BRACKET CONNECTIONS TO za GUARDRAIL CD M _ a- GLASS PANELS - � � o z � w = w 2B CIO Q w F- _ °z /j / LL w z 0 z ~ O w z > o EL. = 0' -0" DETAIL 3/4" THICK LAMINATE^ TEMPERED GLASS STAINLESS STEEL "H" SHOE BASE AS MANUFACTURED BY GLASS AND GLASS 5/8" - 13 X 3 1/2' BOLT. EMBED INTO CC w- ,i =..rw AT TOP OF GUARDRAIL (TYPICAL) 1 1/2" BRUSED STAINLESS 1/2- BRUSHED STAINLESS STEEL TUBE STEEL HANDRAIL (TYPICAL) AT TOP OF GUARDRAIL (TYPICAL) 1 1/2" BRUSED STAINLESS 1 2" BRUSHED STAINLESS STEEL HANDRAIL (TYPICAL) 1 STEEL VERTI AL TU GLASS PANELS GLASS B CKET CONNECT10 TO GUARDRAIL -0 3 1 2" ABSOLUT 3 1/2" ABSOLUTE MAXIMUM CLEAR 0 ING oa o ouc _ c�pc AXIMUM CLEAR OPENING GLASS PANELS 1' -0" MINIMUM / J I / z Q 0 ¢ Q z o= O. I o of a N w F CO v 0z GLASS BRACKET _ ¢ w - w O F— CONNECTIONS TO J 0 ° °O GUARDRAIL <? z I °¢ _ _ ° ° O = t- o O J ?� r U I z O — > ¢ N = � J ABRASIV METAL o CL LL z NOSI 0 S w EE z ¢ ow >- SP IFICATION _ a CTION 05 5000 MI' I I D OMITTED STAIR AT BOTTOM OF FLOOR LANDING "STAIR A" DETAIL INTERMEDIATE VERTICAL TUBE M M M M — — _ _.._ ._ .. _ _ _ _ _ _ _ _ _ _ _ - - - _ NOT TO SCALE SUPPORT ON STAIR RUNS 3/4" THICK LAMINATED, TEMPERED GLASS BETWEEN FACE OF LADDER _ m CONCRETE STAIRS, LANDINGS AN • ' � ' ' •� ' • • � STEEL RUNG 1 1/2" DIAMETER STAINLESS STEEL CITY COMMENTS RESPONSE BEAMS (SEE STRUCTURAL) 2 1/2" x 1 BY GLASS AND GLASS STEEL BAR ° ° VERIFY DEPTH OF SEE NOTE 2 • A _ to t� , ' tt ° n ANGLE ANCHORED TO O BEAM SO THAT 4 1/2" NOTE: UNDERSIDE OF TTOM -MOST ; d MINIMUM CLEARANCE STEEL BAR IS PROVIDED BETWEEN STAIR RUN AND UN RSIDE OF j THE FACE OF THE LADDER RUNG AND THE BOTTOM -MOST IN RMEDIATE LANDING ADJACENT STEEL BEAM IM FLANGE - PER OSHA SHALL BE ENC SED WITH 5/8" n a • a 1926.1053(a)(13) SEE ELECTRICAL DRAWINGS MAXIMUM TYPE "X" GY UM BOARD ON 3 5/8" g �' STEEL BEAM (SEE TILE FLOORING. SEE INTERIOR STRUCTURAL) — MINIMUM ° MINIMUM) ETAL STUDS AT 16- O.C. 2 . SEE NOTE 12. (3' -0" 0. C. RADIUS BEND ALL TUR X EL. = 0' -0" DETAIL 3/4" THICK LAMINATE^ TEMPERED GLASS STAINLESS STEEL "H" SHOE BASE AS MANUFACTURED BY GLASS AND GLASS 5/8" - 13 X 3 1/2' BOLT. EMBED INTO CC w- ,i =..rw AT TOP OF GUARDRAIL (TYPICAL) 1 1/2" BRUSED STAINLESS 1/2- BRUSHED STAINLESS STEEL TUBE STEEL HANDRAIL (TYPICAL) AT TOP OF GUARDRAIL (TYPICAL) 1 1/2" BRUSED STAINLESS 1 2" BRUSHED STAINLESS STEEL HANDRAIL (TYPICAL) 1 STEEL VERTI AL TU GLASS PANELS GLASS B CKET CONNECT10 TO GUARDRAIL -0 3 1 2" ABSOLUT 3 1/2" ABSOLUTE MAXIMUM CLEAR 0 ING oa o ouc _ c�pc AXIMUM CLEAR OPENING GLASS PANELS 1' -0" MINIMUM / J I / z Q 0 ¢ Q z o= O. I o of a N w F CO v 0z GLASS BRACKET _ ¢ w - w O F— CONNECTIONS TO J 0 ° °O GUARDRAIL <? z I °¢ _ _ ° ° O = t- o O J ?� r U I z O — > ¢ N = � J ABRASIV METAL o CL LL z NOSI 0 S w EE z ¢ ow >- SP IFICATION _ a CTION 05 5000 MI' I I D OMITTED STAIR AT BOTTOM OF FLOOR LANDING "STAIR A" DETAIL INTERMEDIATE VERTICAL TUBE M M M M — — _ _.._ ._ .. _ _ _ _ _ _ _ _ _ _ _ - - - _ NOT TO SCALE SUPPORT ON STAIR RUNS 3/4" THICK LAMINATED, TEMPERED GLASS BETWEEN FACE OF LADDER RUNGS 1 " DIAMETER FROM ONE STEEL RUNG 1 1/2" DIAMETER STAINLESS STEEL CITY COMMENTS RESPONSE HANDRAIL AS MANUFACTURED 2 1/2" x 1 BY GLASS AND GLASS STEEL BAR VERIFY DEPTH OF SEE NOTE 4" HIGH x 7/16" CLIP ANGLE ANCHORED TO 1 LADDER BEAM SO THAT 4 1/2" MINIMUM CLEARANCE STEEL BAR IS PROVIDED BETWEEN FRONT WALL INSIDE THE FACE OF THE LADDER RUNG AND THE 1' -6" ADJACENT STEEL BEAM IM FLANGE - PER OSHA RECESSED LIGHT FIXTURE 1926.1053(a)(13) SEE ELECTRICAL DRAWINGS MAXIMUM STEEL BEAM (SEE TILE FLOORING. SEE INTERIOR STRUCTURAL) — DESIGN DRAWINGS 8" THICK CONCRETE DECK. SEE STRUCTURAL DRAWINGS DETAIL SEE "GENERAL NOTES FOR DETAIL LSTTNIDING BETWEEN LOORS SEE "GENERAL NOTES FOR DETAIL GLASS SAFEGUARD DETAIL AT BALCONY NOT TO SCALE STAIR AT TOP FLOOR LANDING IADDITIONAL " ON SHEET A7.10 FOR NOT TO SCALE WHEN RISERS ARE ALIGNED AT LANDING STAIRS ON SHEET A7.1T FO REQUIREMENTS ADDITIONAL REQUIREMENTS NOT TO SCALE I o> I THE SHAPES AND RATED ELEVATOR DOOR o SIZES OF STRUCTURAL JAMB ASSEMBLY BEYOND MEMBERS SHOWN ON ° ; ARCHITECTURAL FLOOR ° I PLANS, SECTIONS AND I I p�>- U v 4 1/2" MINIMUM CLEARANCE 3" x 3" x 1/4" (x APPROPRIATE LENGTH) CLIP ANGLE ANCHOR ELEVATOR PIT FLOOR MINIMUM CLEAR »A„ ELEVATION W 0 F- c z Q o' 0 U Q V) W BETWEEN FACE OF LADDER RUNGS — FROM ONE LADDER TO THE OTHER CITY COMMENTS RESPONSE ° U ¢ PER OSHA 1926.1053(x)(13). ,} `t OF SEE NOTE 4 BELOW, 2 1/2" x 1/2- 1 LADDER L,J m STEEL BAR Lij Q FRONT WALL INSIDE BRACE EACH 1' -6" ELEVATOR SHAFT IM V 0 SIDE - SPACED VERTICALLY C_ MAXIMUM O AS NEEDED 2 (3' -0" 0. C. a X Obi 2 �o MAXIMUM) LLJ I o 0 -� �7_ ( z I � q CL o L_ a CL 1 4 FLOOR LINE 3" x 3" x 1/4" (x APPROPRIATE LENGTH) CLIP ANGLE ANCHOR ELEVATOR PIT FLOOR MINIMUM CLEAR »A„ ELEVATION W 0 F- c z Q o' 0 U Q V) W » n VERTICAL SECTION L= G S & P Design Services For The Built Environment ■ Atlanta Birmingham 9 ham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson J a c ksonville Louisville Memphis Nashville R i c h m o n d Tampa 0 G R E S H A M SMITH AND P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954,981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 IB26000797/LC26000381 No. - Date - Revision Z! , — ADDENDUM #1 - 3/15/2013 CITY COMMENTS RESPONSE ° U ¢ 10/04/2013 VE REVISION I O :2 _I N » n VERTICAL SECTION L= G S & P Design Services For The Built Environment ■ Atlanta Birmingham 9 ham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson J a c ksonville Louisville Memphis Nashville R i c h m o n d Tampa 0 G R E S H A M SMITH AND P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954,981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 IB26000797/LC26000381 r SEAL: Kristin S. Herman - Druck AR9y5172 1 � �o�a W T (D � rf»t» r ' DETAILS ARE ELEVATOR LADDER 8 DETAIL? 0-G �z�������� i "DIAGRAMMATIC ONLY ". . / $ NOT TO SCALEwt CD L w v �awwwww I SEE THE STRUCTURAL g I o,�»t»<»¢atfr�r�rt»t»tfr I off R, , DRAWINGS FOR THE w SINGLE -SPEED I �f)s `' • „ , I ACTUAL SHAPE AND ELEVATOR DOOR SIZE OF EACH I SEE INTERIOR DES IGN PANELS ° a - - - n DRAWINGS FOR FINISH ¢E REVISION No. - Date - Revision Z! , 2/01/2013 ADDENDUM #1 �2 3/15/2013 CITY COMMENTS RESPONSE © 10/04/2013 VE REVISION — L,J m Lij Q IM V 0 `- 1+ C_ t--1 L_ O 2 � a X Obi 2 �o LLJ r SEAL: Kristin S. Herman - Druck AR9y5172 1 � �o�a W T (D � rf»t» r ' DETAILS ARE ELEVATOR LADDER 8 DETAIL? 0-G �z�������� i "DIAGRAMMATIC ONLY ". . / $ NOT TO SCALEwt CD L w v �awwwww I SEE THE STRUCTURAL g I o,�»t»<»¢atfr�r�rt»t»tfr I off R, , DRAWINGS FOR THE w SINGLE -SPEED I �f)s `' • „ , I ACTUAL SHAPE AND ELEVATOR DOOR SIZE OF EACH I SEE INTERIOR DES IGN PANELS ° a - - - n DRAWINGS FOR FINISH ¢E REVISION No. - Date - Revision Z! , 2/01/2013 ADDENDUM #1 �2 3/15/2013 CITY COMMENTS RESPONSE © 10/04/2013 VE REVISION TREMDRAIN MAT 1 I WOOD BLOCKING _::�/ 1 STAIR &ELEVATOR I I VERIFY ! POURED CONCRETE ELEVATOR DOOR FRAME I ELEVATOR DOOR PANEL SECTION DETAILS 5 (SEE STRUCTURAL FOR DIMENSION) ��� i FASCIA PLATE I I I OF BEAM ABOVE j I I I I L I� I I � I A7.11 + I I I Q DETAIL BOTTOM OF ELEVATOR PIT v NOT TO SCALE DETAIL WATER PROTECTION AT ELEVATOR PIT NOT TO SCALE DETAIL ELEVATOR SILL � � NOT TO SCALE DETAIL 12NOT TO SCALE Copyright 2012 ELEVATOR HEAD : 9 ® FILE 908Oa7ll.d n PROJECT: 29080.00 DATE: 12/14/2012 Gresham, Smith and Partners. All Rights Reserved. I I------------------------------------ - - - - -- _ -- --------------- - - - - -- ------------------------------------ - - - - --