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Al 1 T- <br />ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE <br />FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC <br />SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", <br />"NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". <br />p+enb:2 <br />hitecture <br />gineering <br />710 West Roselawn Drive <br />Rogers, Arkansas 72756 <br />Phone: 479.636.3545 <br />Fax: 479.636.1209 <br />William Douglas Hurley <br />Florida License No AR91919 <br />Firm License No: AA26000940 <br />w w �w pz� <br />0 N~Z ¢-WwO <br />VARIES REF SP1.0 w o �_N�X a0v�F¢a <br />�¢ x~�a-a¢Nw <br />w� 3Z¢¢o�wItFZo� <br />NOTES: CURB LINE Q Ow a`nc>- <br />1. NO COLUMNS ARE ALLOWED Q z 3���so�WWz&WFQ <br />0 <br />IN RAMP AREA. o Z��<�awC1aaQww"zF- <br />Q Q¢ o°�``v��cwiw}xU_�n0 <br />2. BARRIER FREE RAMPS SHALL DETECTABLE WARNING RAMP oo�Qw`o��aZwm <br />HAVE A DETECTABLE AREA SEE DETAIL 10B m w <br />CONCRETE TOPPING WARNING. FINISH DETECTABLE `�' c° i c i �� i000a-DWaawoa� <br />PAINTED YELLOW :;. _� o¢=x�nwwxzww¢ <br />WARNINGS SHALL BE 0.9 IN •• <br />... I .... <br />8" DIAMETER STEEL DIAMETER AND 0.2" TALL <br />PIPE FILLED WITH DETECTABLE WARNINGS00 <br />CONCRETE AND SHALL BE "RED BRICK" IN RAMP DIMENSIONS ARE <br />o PAINTED YELLOW. COLOR. PLAN VIEW SLOPE ON RAMP MUST MEET BASED ON A CURB HEIGHT <br />LOCAL, STATE, AND FEDERAL OF 6" FIELD VERIFY EXISTING <br />CONCRETE FILL 3. RAMP SHALL BE PAINTED A CODES. NOT TO EXCEED 1" IN CURB HEIGHTS AND ADJUST <br />AROUND PIPE CONTRASTING COLOR FROM FRONT BUILDING 12" OR 8.3% ACCORDINGLY <br />SURROUNDING SIDEWALK. WALL <br />ASPHALT OR 22 1, SPACING SEE DETAIL 10C <br />CONCRETE PAVING 4. CURB RAMPS WITH SIDEWALK t� <br />DETECTABLE WARNINGS SEE SP1.0 ® o ® a o ® ® (D/ <br />SHALL BE CONSTRUCTED ®®®®®®®®® <br />10 <br />WHERE A SIDEWALK ENTERS l <br />------------- __-___— ® ® ® ® a ® ® ® ® 1 <br />10 <br />-------_-_-_- ___ _ <br />A STREET AND ANY ®®®®®®®®®® <br />z ®®®®®®®®®® 21, <br />A SIGNALIZED ENTRANCES OR 00 O <br />ry > - DRIVEWAYS. 2% SLOPE Q ®o ®®®®®® <br />W <br />a- Q mZ _ 01 <br />� ®o <br />J --- - - � ® ®®o <br />w w - 5. DETECTABLE WARNINGS MAX - ®® ® ®® <br />o V) - SHALL CONFORM TO A.D.A. CURB <br />- <br />__ NO.4 BARS LINE <br />-- - WELD TO POST REQUIREMENTS AND EXTEND `V DETAIL 10B DETAIL 10C >M <br />m - _ THE FULL WIDTH OF THE <br />RAMP. WARNINGS SHALL BE <br />CONCRETE FILL LOCATED WITH THE NEAREST RAMP NOT <br />- - AROUND POST EDGE 6" TO 8" FROM THE TO EXCEED <br />CURB LINE. 1" IN 12" <br />2'-0" OR 8.3% <br />DETAIL 10A <br />0 BOLLARD SECTION. SIDEWALK CURB CUT DETAIL. <br />11 1 /2"= V- O" 1 O NTS0)11111111111111 <br />RAILING BRACKETS C� <br />4'-0" O.C. MAX. <br />PROVIDE BLOCKING <br />1 1/2" C. STEEL IN WALLS AS REQ'D <br />PIPE HANDRAIL - REF 9-A6.0. <br />PAINT. <br />1 1/2" C. STEEL p 0 <br />PIPE HANDRAIL - N <br />PAINT. <br />0 <br />I <br />Le <br />STAIR TO BE PROVIDED W/ _ STAIR TO BE PROVIDED W/ <br />CONVEYOR HANDRAILS, 1._0„ _ `° CONVEYOR HANDRAILS, �� ISSUE BLOCK <br />TREADS, RISERS AND ALL o TREADS, RISERS AND ALL STORAGE N. <br />OTHER COMPONENTS TO MEET I OTHER COMPONENTS TO MEET CLOSE END W/ FFLOOR* <br />BUILDING EGRESS CODE BUILDING EGRESS CODE STEEL PLATE. FORWARD/REVERSE/STOP <br />REQUIREMENTS. STORAGE REQUIREMENTS. GRIND WELDS PUSH BUTTON. NOTES:. <br />FIN. SMOOTH. 10'-0" 1. CONTROL VOLTAGE IS 110/1 <br />32°° FLOOR. AT SIM CONDITIONS, 9p PHASE <br />DISREGARD CONVEYOR CONC. FILLED 2. CONVEYOR HAS 3.2 FULL LOAD <br />HANDRAIL REQUIREMENT. STAIR TREAD. <br />-- �r------------------------------------- PROVIDE HANDRAILS BOTH 6 AMP DRAW. <br />' l l <br />-------------=; it .I SIDES AS SHOWN. <br />iL------------ ' <br />o I <br />MEZZANINE F� <br />MODIFY <br />; I N FINISHED <br />ODIF r-� FLOOR T <br />'- O <br />ANCHORAGE REF STRUCTURE.STRUCTURE. <br />,. <br />AS R EQ' D AT o r-------------- ' - <br />CMU WALL ---- ------ WELD TREAD Z _., 9X <br />11" O � - <br />LOCATIONS. SUPPORTS TO 0 <br />REF SPECS. _-- `'"" ' STRINGERS. <br />11" - - w REVERSING 9 <br />1 1/2" D I A M. o �, r--------- ---- - -i' <br />STEEL PIPE 1,� I V-11 -F— STAIR TREADS of PREFAB. STAIR - p MAGNETIC <br />HANDRAIL 12 M BEYOND. ,,� <br />COORDINATE NEW CONVEYOR STARTER <br />________ CLOSE END W/ <br />REF SPECIFICATIONS. ¢ AROUND STRUCTURE. ALL O� <br />r-�_ STEEL PLATE. .,..,:. ':.;:: <br />L_--__--_--_ <br />GRIND WELDS X CONFLICTS BETWEEN gyp, <br />r SMOOTH. ,,;•.,..; w STRUCTURE AND CONVEYOR FORWARD/REVERSE/ <br />___,________ SHALL BE BROUGHT TO THE STOP PUSH <br />ATTENTION OF THE HOBBY <br />> LOBBY DESIGN DEPARTMENT o BUTTON. <br />o FOR REDESIGN. 110 <br />_J <br />w_ cD <br />2x WOOD SECURE STAIR TO SLAB WITH <br />SECURE STAIR TO SLAB W/ <br />BLOCKING 1/2" C. DRILL -IN EPDXY SET 1/2" C. DRILL -IN EPDXY SET FINISHED FLOOR N <br />ATTACHED TO ANCHORS - MIN. 3" IMBED. ANCHORS - MIN. 3" IMBED. <br />STUDS <br />3/4 HORSEPOWER 10'-0" <br />208V 3 PHASE <br />MOTOR. ROLL OFF WITH HARD STOP <br />HANDRAIL DETAIL. 8 ELEVATION AT NEW STAIRS. 7 SECTION AT NEW STAIRS. 6 CONVEYOR DETAIL. <br />9 3" = V-O" 3/4" = 1'-0" 3/4" = 1'-0" NTS <br />0 <br />C 1'-0" PROVIDE BLOCKING Q <br />Q 1 <br />I N <br />ADJUST. SHELVES <br />LL_------- WHITE 30" DOUBLE <br />SLOTTED STANDARD <br />ADJUST. SHELVES <br />I =_____ -------------------------- ______ ---- - I <br />-0 ADJUST. SHELVES <br />r I WHITE 12 SHELF CASEWORK MATERIALS: <br />m BRACKET <br />�'-------- <br />ACSEWORK PROVIDED BY HOBBY <br />PROVIDE LOBBY. INSTALLED BY CONTRACTOR. <br />CN 0 2'-0" BLOCKING FULL BACK SPLASH <br />a; N AS REQUIRED 6" BACK SPLASH SINK <br />SINK PLASTIC LAM. - <br />0 o COUNTERTOP ao FULL HEIGHT oo <br />N I & BASE I 0 BACK SPLASH _I <br />j PLASTIC LAM. 2'-0" <br />COUNTERTOP00 <br />T <br />a� <br />• N X <br />Li i EXISTING C.M.U. < DROP IN <br />Q WALL SINK------' __ <br />(n-------------- L--== J L-- <br />--J <br />0 C.M.U. WALL TOOTHED IN AT <br />o, EXISTING OPENING. MATCH <br />-' EXISTING C.M.U. <br />" z <br />-o a r� r•7 r7 r7 <br />/ _ <br />NO <br />]YEEN <br />SUPPORTS <br />-° TO MEET A.D.A. <br />2'-6" <br />o `� <br />REQUIREMENTS I [ <br />r FURRING. REF A1.0 FOR FINISHED FLOOR DETAILS <br />MIN <br />m LOCATIONS. <br />FURNISH AND INSTALL FURNISH AND INSTALL <br />03 o PIPE INSULATION PER PIPE INSULATION PER <br />o SPECIFICATIONS TO MEET <br />SPECIFICATIONS TO MEET <br />raj 7'-8" A.D.A. REQUIREMENTS 7'-8" A.D.A. REQUIREMENTS <br />�0 Ir <br />CMU WALL SECTION @ WORK <br />N <br />00 0 INFILL DETAIL. ROOM COUNTER. INSTRUCTIONAL AREA. CABINET SECTION EMPLOYEE LOUNGE. <br />Li - 5NTS 3/4" = 1'-0" 33/4" = 1'-0" 23/4" = 1'-0" 1 3/4" = 1'-0" SHEET: <br />A6. 0 <br />Q <br />��o <br />O OJ <br />�J <br />W Q} <br />I.L a. <br />c� <br />M N <br />co�z <br />M <br />z <br />t� <br />0 <br />CHECKED BY: <br />DF <br />DRAWN BY: <br />JCF <br />FILE NAME: <br />A6.0 <br />DOCUMENT DATE: <br />08-09-13 <br />