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13-96-164I _ 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 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 N 1'n Q• lfl I J J J -1 J J I I I I I I I I I I I I I I I c I U I I I v I o I m a) a) L L ptA� 00 °O Q W - N � 4A fA fA ER CD —�U — i— w�Nr!] ,In NF— NZ!E:E uIi LLL� LLli I / 0 1n� L La-X = = =O� I n: O» <» f» a a 03 F» <» r» <» E» I I I I o+ I I d I I I I � I } I CL I N U I � I I CL I I U) I � I � I j I U) I C � I r� a C Iz �N- JLiN ��--mC� EA NNO 1% .6% I - I I - I I I I I I - I I - I I I I I � I� I I � 14- 1 1 Design Services® For The Built Environment ■ Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville o L ulsville Memphis Nashville Richmond Tampa P — — © ■ G 1 1/2" BRUSHED STAINLESS STEEL TUBE E I A M S M I T AT TOP OF GUARDRAIL (TYPICAL) D P A R T N E R S 1 1/2' BRUSED STAINLESS j 1/2' BRUSHED STAINLESS I STEEL TUBE AT TOP OF 2p SIM. 0 N ° ° 1 1/2" BRUSED STAINLESS STEEL TUBE AT TOP OF GUARDRAIL (TYPICAL) 1/2' BRUSHED STAINLESS STEEL TUBE AT TOP OF GUARDRAIL (TYPICAL) " STEEL HANDRAIL (TYPICAL) 1 1/2' BRUSHED STAINLESS I GUARDRAIL (TYPICAL) 7.1 �`I �? 1 1 2' BRUSED STAINLESS 1 1/2 BRUSED STAINLESS STEEL VER U 1/2" BRUSHED STAINLESS STEEL TUBE ° N 30^ — — TUB HANDRAIL STEEL HANDRAIL (TYPICAL) 1 MAXIMUABSOLUTE LEAR OPENING AT TOP OF GUARDRAIL (TYPICAL) -- zo z ? < SHALL RUN CONTINUOUSLY FROM TOP -MOST LANDING GLASS PANELS LASS BRACKET CONNECTIONS TO I I 4" MAXIMUM PROTRUSION v a N ' :r -- TO BOTTOM -MOST LANDING. RADIUS BEND ALL TURNS. GUARDRAIL I OF HANDRAIL INTO LANDING I PROVIDE CONTINUOUS HANDRAIL AT ALL LANDINGS o ° t� z ~z <n 'r- 91- ( COMPLY WITH NOTE 8 ON SHEET A7.10 - TYPICAL FACE OF STAIR NOSING 3 1/2' ABSOLUTE MAXIMUM CLEAR OPENING " 1 2 ABSOLUTE MAXIMUM CLEAR OPENING BETWEEN STAIR RUNS. z c 1 1 2' BRUSED STAINLESS GLASS PANELS / RADIUS BEND ALL TURNS. COMPLY WITH NOTE a do DETAIL 8 A7.10 I I / � " 1 1/2 BRUSHED STAINLESS STEEL VERTICAL TUBE v � 28 A7.1 VERTICAL TUBE SUPPORT BELOW GUARDRAIL n » A FLAN DETAIL " 1'-0" MINIMUM HANDRAIL HEIGHT ABOVE li 2 1/4' I MINIMU NOSING (COMPLY WITH NOTE 8 - TYPICAL) a A7.11 COMPLY WITH NOTES 2 & 8 REGARDING ^ / MINIMUM STAIRWAY WIDTH I m Ik-' SIM °z 2B J -•� 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 FACE OF GUARDRAIL TO WALL J I / Z cn a z •;'.:•;'.:•;'.:•;'.i•;'.i•. '�;'. '�;.:,..:•:.:.:.•,.�,.• ; >_ o j NOTE IF THIS GAP IS GREATER THAN 3 1 /2% PROVIDE INTERMEDIATE 2A w o x o o p z a. 1 M MEMBERS BETWEEN THE VERTICAL TUBE A7.1 1 SUPPORTS SO THAT THE MAXIMUM — 0_ N . �:. �.. o z GLASS BRACKET :' •': • : ' : '.'.: - = a U i VE IFY DIMENSION AT EACH CLEAR SPACING IS LESS THAN 3 1 2' / 5= .,r: •,i: CONNECTIONS TO '•i' O z I DING SEE STRUCTURAL @ � 1 1 2 O.D. VERTICAL TUBE I z 0 - in v p ►-UARDRAIL o w I � I I SUPPORTS AT GUARDRAIL (TYPICAL) 0 0 x o 0 J I 49 1/2- MINIMUM LANDIt G COMPLY WITH NOTE 4 OSING ' ) 1 1/2' BRUSHED STAINLESS STEEL TUB HANDRAIL SHALL RUN CONTINUOUSLY z.. ao �„ I ra p I FROM TOP -MOST LANDING TO BOTTOM MOST LANDING. m - mod' o k`' NOSING ABRASIVE METAL 3 NOSING (SEE ':` •�:`'�S` '�:' .:° •;' n � � � z p w �':° �' ��;' ►. I t, . �, . �, . �.. �.. �, . �.. •, . �, . �, . �.. � - RADIUS BEND ALL TURNS. COMPLY c� o z > SPECIFICATION J - x U � vN WITH NOTE 8 ON SHEEP A7.10 ICAL . i ° � rs c z a SECTION 05 5000) � o • ; � 1 \ I \ 1 x < TOP OF FINISH FLOOR If - EL 0' 0' I \ I \ STAIR RISERS BEYOND ar co o C7 I \ TOP OF LANDING U ° N �— — — BETWEEN STAIR RUNS %;'�: • ;` • ;` •':�': I SEE STRUCTURAL FOR DETAILS I :% .• .• •;:% •;.:• . RADIUS BEND ALL TURNS SEE "GENERAL NOTES FOR g STAIRS' ON SHEET A7.10 FOR ELEVATION »Br ADDITIONAL REQUIREMENTS A7.11 I I DETAIL STAIR AT FLOOR LANDING SEE 'GENERAL NOTES FOR STAIRS" ON SHEET A7.10 FOR ADDITIONAL REQUIREMENTS DETAIL LANDING BETWEEN STAIR RUNS 3NOT DETAIL �� „ STAIR AT BOTTOM OF FLOOR LANDING STAIR A 4 DETAIL INTERMEDIATE VERTICAL TUBE SUPPORT ON STAIR RUNS NOT TO SCALE WHEN STAIR RISERS ARE OFFSET BY MULTIPLE TREADS NOT TO SCALE WHEN STAIR RISERS ARE OFFSET AT LANDING To SCALE NOT TO SCALE 1 1/2" BRUSHED STAINLESS STEEL TUBE AT TOP OF GUARDRAIL (TYPICAL) 4 1/2- CLEARANCE VERIFY MINIMUM DEPTH OF LANDING (COMPLY WITH NOTE 4) BRUSHED STAINLESS Ai NMINIMUM OF L RUNGS FROM ONE LADDER TO THE OTHER I STEEL HANDRAIL (TY PER OSHA 1926.1053(x)(13). I 3 1/2" ABSOLUTE MAXIMUM CLEAR OPENING 3/4- THICK LAMINATED, TEMPERED GLASS E 3/4" THICK LAMINATED, TEMPERED GLASS It OF 1 DIAMETER I LADDER SEE NOTE 4 BELOW. 2 1/2* x 1/2" / " STEEL BAR I PROVIDE AN ABSOLUTE MINIMUM OF 1' -0' HORIZONTAL / STEEL RUNG I V -6" FRONT WALL INSIDE BRACE EACH ELEVATOR SHAFT SIDE - SPACED HANDRAIL EXTENSION PAST TOP I RISER (COMPLY WITH NOTE 8) 1 1/2" BRUSHED STAINLESS STEEL TUBE AT TOP OF 2A 7.10 / 1 1/2" DIAMETER STAINLESS STEEL HANDRAIL AS MANUFACTURED BY GLASS AND GLASS 2 142" x 1/2" MAXIMUM STE L BAR VERTICALLY AS NEEDED I - GUARDRAIL (TYPICAL) I I (3' -0" O.C. 1 - = MAXIMUM) I HANDRAIL SUPPORTS � SHALL BE ATTACHED AT 1 1/2" BRUSHED STAINLESS STEEL HANDRAIL (TYPICAL) .. VERIFY DEPTH OF -c- -- ° BOTTOM OF HANDRAILS °z p _ 4 HIGH x 7 16 CLIP n UJI AT EACH VERTICAL TUBE I J (TYPICAL) 3 CL \ 3 1/2" ABSOLUTE _ J � I GLASS BRACKET ANGLE O T RED TO j BEAM SO THAT 4 1/2- MINIMUM CLEARANCE I z GLASS PANELS �. j m 1 1/2" BRUSHED MAXIMUM CLEAR OPENING ° rn CONNECTIONS TO 0 z� GUARDRAIL IS PROVIDED BETWEEN j THE FACE OF THE LADDER RUNG AND THE _ A °- o 0 1 ? c°", a STAINLESS STEEL 0 GLASS PANELS ADJACENT STEEL BEAM L- o I VERTICAL TUBE �_ FLANGE -PER OSHA = 0 Z t7i I L 1926.1053(a)(1 3 ) LINE W I w w= x cn GLASS BRACKET tO J z CONNECTIONS TO ►� 0 GUARDRAIL / �- J w t o w Cn ;., = :z �B I _ — J �� SEE ELECTRICAL RAWINGS TILE FLOORING. SEE INTERIOR STEEL BEAM SEE ) STRUCTURAL + Ell - -FLOOR - ° ° � CONCRETE LANDING I OR FLOOR LEVEL Q J °0 O I — J / DESIGN DRAWINGS ° _ z �— z 3" x 3" x 1/4" 0 Ii1if j ° ° ° ° ° I ABRASIVE METAL � °O �' °z o STAINLESS STEEL 'H" SHOE BASE AS ( x APPROPRIATE LENGTH) CLIP Q N I •. •. -. •. e e e e •. e NOSING (SEE I I z MANUFACTURED BY ANGLE ANCHOR w - -- - - - r I • SPECIFICATION 00 SECTION 05 5000) • • 0 GLASS AND GLASS 0! a c I DIMENSION VARIES o 0 a 0 ; o k' o z C C a CONCRETE STAIRS LANDINGS •' e e e 3 = rs 5 8" - 13 X 3 1 2' LONG / / ELEVATOR PIT °I - I AT FLOOR LEVEL VERSUS • � � AND BEAMS (SEE STRUCTURAL) ' G c G � I ° � w BOLT. EMBED INTO CONCRETE. FLOOR �- = � - I INTERMEDIATE LANDING a a a a a a = 3 � x iv (SEE STRUCTURAL) e e e e e e • • 'e • 'e o e ° I C a • G G G G C G ° -I NOTE: UNDERSIDE OF BOTTOM -MOST c a a e •• •• ' 'e ' 'e ' c 'e 8" THICK CONCRETE DECK. SEE STRUCTURAL DRAWINGS MINIMUM CLEAR CONCRETE STAIRS, 0 0 v x STAIR RUN AND UNDERSIDE OF e • • ' • • BOTTOM -MOST INTERMEDIATE LANDING • a • • 1 LANDINGS AND BEAMS C C c ° SHALL BE ENCLOSED WITH 5/8" ° ° :. ° ° :, ° :• ° :, ° » » �� �� B j STRUCTURAL) o TYPE "X" GYPSUM BOARD ON 3 5/8" e ' 'e ' e ' /q ELEVATION VERTICAL SECTION (SEE o • MINIMUM) METAL STUDS AT 16' O.C. I d o RADIUS BEND AL TURNS MAXIMUM). SEE NOTE 12. RADIUS BEND AL TURNS NOTES: 1. COMPLY WITH ALL REQUIREMENTS IN THE ELEVATOR SPECIFICATION SECTIONS. 3NOT DEi'AIL SEE 'GENERAL NOTES FOR STAIRS" ON SHEET A7.10 FOR DETAIL STAIR AT INTERMEDIATE LANDING BETWEEN FLOORS SEE "GENERAL STAIRS" ON NOTES FOR SHEET A7.10 FOR DETAIL GLASS SAFEGUARD DETAIL AT BALCONY 2. LADDERS SHALL COMPLY WITH ALL REQUIREMENTS OF OSHA REGULATIONS (STANDARDS- 29CFR) LADDERS- 1926.1053 AND ASME A17.1, SECTIONS 2.2.4 & 3.2.4. To SCALE STAIR AT TOP FLOOR LANDING ADDITIONAL REQUIREMENTS NOT TO SCALE WHEN RISERS ARE ALIGNED AT LANDING ADDITIONAL REQUIREMENTS NOT TO SCALE 3. PROVIDE AND LOCATE A LADDER IN THE PIT BELOW ELEVATOR CAB) TO COMPLY WITH TISHALL2VERIFY REGULATIONS EACH CHAS ALLOWED FOR 6.1053. I THE SHAPES AND SIZES OF STRUCTURAL RATED ELEVATOR DOOR JAMB ASSEMBLY BEYOND 4. THE CONTRACTOR CLEARANCE WITHIN THE HOISTWAY FOR THE 5. EACH LADDER AND ITS ATTACHMENTS SHALL MANUFFACTURER LADDERS. BE DESIGNED AND INSTALLED TO BE CAPABLE OF SUSTAINING A MINIMUM LIVE LOAD OF 500 POUNDS, AND EACH SHALL COMPLY WITH OSHA MEMBERS SHOWN ON 1926.1053(x) 1 (iii . ARCHITECTURAL FLOOR 6. ALL STEEL U D 0 CONSTRUCT AND ATTACH THE LADDERS SHALL BE GALVANIZED. PLANS, SECTIONS AND DETAILS ARE ELEVATOR LADDER $ DETAIL �� DIAGRAMMATIC ONLY". 8 NOT ro SCALE SEE THE STRUCTURAL A4.2 DRAWINGS FOR THE SINGLE —SPEED I ACTUAL SHAPE AND - ••. I SEE INTERIOR ELEVATOR DOOR DESIGN PANELS I SIZE OF EACH ,. • .. I '' ' '~' ' • DRAWINGS FOR FINISH FLOORING MATERIAL �' ..'.., :•. :.•',.•,.••: STRUCTURAL MEMBER. .. TREMPROOF 250 GC @ 90 MILS OR 1 2" ALUMINUM SILL SHALL / I I �� i i ' ''"•" '•' : I 4 a .: MFG'S FLASHING STRIP ; APPROVED EQUAL Q • •• ' WATERPROOFING MFG'S CANT -- — — — — op — — --- — — — — — BE FLUSH WITH FINISH FLOOR MATERIAL N •':` • )'.,:.;: ': Q 4 • STRUCTURAL WATER STOP ' o ° 4 X 4 STEEL ANGLE I I 4 / :. ;' :' • �' (SEE STRUCTURAL) 4 TREMPROOF 250GC 4 _ .. . I ' • ' CONCRETE SLAB ROUGH SILL LINE + —+ --------- - - - +I- I ' %'. • .:•'.;••'. ::. :.:j:.:::•:..... . I @ 90 MILS a :' II .' ' •' � -+.- ,; •• ' • •' ;. • , ,: , .. SEE STRUCTURAL • ( ) FASCIA PLATE I I OR APPROVED EQUAL d PROVIDE MP IN ACCORDANCE WITH 1 " *•' :•: •', ' ' • •. ` � I . I PARATERM BAR a. M�G, REQUIREMENTS & STD. DETAILS I :. �. • . • ��Y; -' � • • ••' " _ 4 �.. . ' MEMBRANE WATERPROOFING I �`:' •`''':''`` .:'•` . .. .. •. ' ELEVATOR + ±I - - -- PERMANENT SEAM TAPE BE ON1TEL SIDE AT LAP JOINTS .. ... I .. ° PIT —7 I I AGAINST CONCRETE I I TREMDRAIN MAT I I I I POURED CONCRETE VERIFY 5" (SEE STRUCTURAL j FOR DIMENSION) j I I OF BEAM ABOVE j I I NOTE: I I 1. COMPLY WITH ALL REQUIREMENTS IN THE ELEVATOR SPECIFICATION SECTIONS. I I I Q DETAIL BOTTOM OF ELEVATOR PIT �O DETAIL WATER PROTECTION AT ELEVATOR PIT 12NOT DETAIL ELEVATOR HEAD I DETAIL ELEVATOR SILL NOT TO SCALE NOT TO SCALE NOT TO SCALE TO SCALE Design Services® For The Built Environment ■ Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville o L ulsville Memphis Nashville Richmond Tampa P 6030 Hollywood Suite 210 Hollywood, Florida 954.981.9100 Blvd. 33024 FIRM'S FLORIDA CERT. NO. AAP000034/CA3806 IB26000797/LC26000381 I ffolr% rA IT Lj I .� q* m O 0 m N O 0 O �I•r . c Lc, LO O F_ LLJ N SEAL: Krlstln S. Herman -Druck AR95172 11 , REVISION No. Date Revision 2/01/2013 ADDENDUM #1 STAIR & ELEVATOR SECTION DETAILS 70 FILE: 908Oa7ll.dgn PROJECT: 29080.00 DATE: 12/14/2012 — — © ■ G R E S H A M S M I T A N D P A R T N E R S 6030 Hollywood Suite 210 Hollywood, Florida 954.981.9100 Blvd. 33024 FIRM'S FLORIDA CERT. NO. AAP000034/CA3806 IB26000797/LC26000381 I ffolr% rA IT Lj I .� q* m O 0 m N O 0 O �I•r . c Lc, LO O F_ LLJ N SEAL: Krlstln S. Herman -Druck AR95172 11 , REVISION No. Date Revision 2/01/2013 ADDENDUM #1 STAIR & ELEVATOR SECTION DETAILS 70 FILE: 908Oa7ll.dgn PROJECT: 29080.00 DATE: 12/14/2012 I I Copyright 2012 Gresham, Smith and Partners. All Bights Reserved. 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