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_i <br />j EMIR CABINET <br />-SEE 4/A701 <br />�I j11051I-----Ij� <br />EXISTING FIRE , <br />EXTINGUISHER <br />FIE40, <br />; <br />I <br />IIF <br />8 <br />c <br />Zc A701 <br />•'I j <br />�I <br />i I <br />x <br />EXAM <br />' <br />z <br />r _ <br />I I <br />�} <br />I <br />u' <br />x' <br />EXAM <br />1 073 <br />EXAM <br />102 <br />TOILET <br />101 <br />I <br />/0 <br />EXAM <br />10fi <br />LAB <br />107 <br />1 <br />A7D1 HALL <br />121 <br />— — — — — — — — — — — — <br />' — ' fl2 <br />C 1 <br />' I 3'-0 A <br />1 6•_5" , 9'-2f2" <br />gun <br />BREAKROOM <br />1os <br />os <br />T.V. <br />4'-0" <br />5-SHELVES <br />— J <br />- — ! EXAM% <br />i I - <br />' 124 <br />' I T EXISTING FIRE <br />C NURSE 1 EXTINGUISHER <br />i 1 <br />1 --- ° <br />_ J AV- <br />1 I <br />1 i) <br />1 I I II A A 1 SUPPLIES ACCORDION <br />F m j l DOOR - 119 BY A OWNERj <br />A <br />1— <br />NEW <br />LOCATION OF ————————————————- <br />EX}ST}NG FIRE o a 171 , <br />EXTINGUISHER <br />4'-2" - - - - <br />�; FE o C <br />,�tiw io <br />41' RECEPTION I <br />B 1 1 66 , <br />SUPPLIE J <br />'---0 j <br />I <br />1 _ <br />�+-----------------♦ <br />FLOOR PLAN <br />SCALE 1/4- = V-0" <br />SUPPLIES <br />10,3 <br />TOILET TOILET <br />110 I 111 <br />DOCTOR OFFICE <br />112 <br />DOOR SCHEDULE <br />DOOR <br />TYPE <br />DOOR <br />JAMB <br />SET/ <br />REMARKS <br />NO. <br />SIZE <br />WD <br />HGT <br />THK <br />MATERIAL <br />FINISH <br />MATERIAL <br />FINISH <br />1 <br />3'-0" <br />7%0" <br />1 3/4" <br />A <br />SOLID CORE/WOOD <br />MATCH EXISTING <br />HOLLOW METAL <br />SEMI -GLOSS <br />1 <br />-- <br />2 <br />3'-0" <br />7'-0" <br />1 3/4" <br />A <br />SOLID CORE/WOOD <br />MATCH EXISTING <br />HOLLOW METAL <br />SEMI -GLOSS <br />2 <br />-- <br />3 <br />3%0" <br />7'-0" <br />1 3/4" <br />A <br />SOLID CORE/WOOD <br />MATCH EXISTING <br />HOLLOW METAL <br />SEMI -GLOSS <br />2 <br />-- <br />4 <br />3'-0" <br />7'-0" <br />1 314 <br />A <br />50L10 CORE/WOOD <br />MATCH EXISTING <br />HOLLOW METAL <br />SEMI -GLOSS <br />1 <br />-- <br />5 <br />3%0" <br />7'-0" <br />1 314" <br />A <br />SOLID CORE/WOOD <br />MATCH EXISTING <br />HOLLOW METAL <br />SEMI -GLOSS <br />3 <br />-- <br />6 <br />T-0" <br />7'-0" <br />1 3/4" <br />A <br />SOLID CORE/WOOD <br />MATCH EXISTING <br />HOLLOW METAL <br />SEMI -GLOSS <br />1 <br />-- <br />7 <br />3'-0" <br />7'-0" <br />1 3/4" <br />A <br />SOLID CORE/WOOD <br />MATCH EXISTING <br />HOLLOW METAL <br />SEMI -GLOSS <br />3 <br />-- <br />NOTE: <br />1. ALL DOORS SHALL HAVE LEVER HANDLES OR PUSH PULLS IN ACCORDANCE WITH A.D.A. AND STATE OF FLORIDA ACCESSIBILITY CODES. <br />A <br />TYPE "A" <br />SOLID CORE/WOOD <br />HARDWARE SETS <br />HARDWARE SET #1 <br />HARDWARE SET #2 <br />HARDWARE SET #3 <br />EACH TO HAVE: <br />EACH TO HAVE: <br />EACH TO HAVE: <br />• 3 - EACH BUTTS <br />• 3 - EACH BUTTS <br />• 3 - EACH BUTTS <br />• 1 - STOREROOM LOCK <br />• 1-PASSAGE <br />• 1 - OFFICE LOCK <br />• 3 -SILENCER <br />• 1-STOP <br />• 3 - SILENCER <br />• 1-STOP <br />• 3-SILENCER <br />• 1-STOP <br />NOTES <br />1. PLAN IS PROVIDED FOR WALL DIMENSIONS & NOTES. <br />2. PROVIDE BLOCKING IN WALLS OF ALL STORAGE ROOMS FOR HEAVY <br />DUTY ADJUSTABLE SHELVING. BLOCKING SHALL CONSIST OF A <br />VERTICAL 2" x 4" WOOD STUD NEXT TO EACH METAL STUD. <br />3. PROVIDE VERTICAL 2" x 4" WOOD BLOCKING AT ALL UPPER <br />SHELVING/CABINETS AS REQUIRED. <br />4. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT WITH ANY <br />DISCREPANCIES IN WRITING UPON DISCOVERIES. <br />5. CONTRACTOR TO MAINTAIN INTEGRITY OF ALL EXISTING <br />STRUCTURAL ELEMENTS DURING CONSTRUCTION AND TO NOTIFY <br />ARCHITECT WITH ANY ISSUES THAT MIGHT APPEAR DURING <br />DEMOLITION UPON DISCOVERY. <br />6. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS BEFORE <br />COMMENCING ANY WORK. NOTIFY ARCHITECT IMMEDIATELY IN <br />WRITING UPON DISCOVERY. <br />7. ALL NEW GWB TO RECEIVE FINISH LEVEL FOUR (4) TO MATCH <br />EXISTING. <br />8. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE <br />DIMENSIONED FROM CENTER OF WALLS AND FROM FACE OF BLOCK <br />WALLS. <br />BRACE AS REQUIRED <br />DECK @ 48" O.C. <br />PROVIDE SOUND <br />J INSULATION ABOVE <br />/ CEILING 3'-0" ON <br />EACH SIDE OF WALL <br />NON —RATED 3 5/8" <br />METAL STUD PARTITION <br />PROVIDE WOOD BLOCKING INSIDE <br />WALL AS REQUIRED FOR ALL ITEMS <br />AND SYSTEMS ATTACHED TO WALL <br />SCHEDULED SUSPENDED <br />CEILING <br />3 5/8" METAL RUNNER <br />3 5/8" METAL STUDS <br />@ 16" O.C. MINIMUM <br />SOUND ATTENUATION <br />BLANKETS <br />5/8" GYPSUM BOARD <br />3 5/8" METAL RUNNER <br />SCHEDULED BASE <br />SCHEDULED FLOOR FINISH <br />DECK <br />NON —RATED 3 5/8" <br />METAL STUD PARTITION <br />PROVIDE WOOD BLOCKING INSIDE <br />WALL AS REQUIRED FOR ALL ITEMS <br />AND SYSTEMS ATTACHED TO WALL <br />METAL STUD FASTENING NOTES <br />1. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 <br />GAUGE TYPICAL (U.N.O.). <br />2. METAL STUDS SHALL BE CONNECTED TO STRUCTURAL STEEL W' (3) <br />0,145" 0 RAMSET POWDER DRIVEN FASTENERS. <br />3. METAL STUDS/CLIP ANGLE SHALL BE CONNECTED TO METAL STUDS <br />W/MIN. (4) #12-14 TEK SCREWS. <br />4. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL S`fEEL <br />W/ (2) 0.145" 0 RAMSET POWDER DRIVEN FASTENERS AT 16" O.0 <br />5. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO <br />CONCRETE/CMU W/ (2) 1/4" 0 x 1 1/4" TAPCON FASTENERS AT 24" O.C. <br />6. CONNECT METAL STUDS.CLIP ANGLES TO WOOD TRUSSES W/ (4) 1/4" 0 <br />WOOD SCREWS. <br />7. CONNECT SHEATHING TO METAL STUDS W/ #12-14 TEK SCREWS AT 6" <br />O.C. <br />8. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK W/ (2) #10 <br />TEK SCREWS AT 24" O.C. <br />9. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR <br />ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP <br />ANGLES SHALL MATCH OR EXCEED THE STUD GAUGE. <br />BRACE AS REQUIRED <br />@ 48" O.C. <br />— SCHEDULED SUSPENDED <br />CEILING <br />3 5/8" METAL RUNNER <br />3 5/8" METAL STUDS <br />@ 16" O.C. MINIMUM <br />-- 5/8" GYPSUM BOARD <br />3 5/8" METAL RUNNER <br />�— SCHEDULED BASE <br />SCHEDULED FLOOR FINISH <br />TRANSACTION TOP - <br />MATERIAL TO BE <br />SELECTED BY OWNER - <br />I=`= <br />I <br />P <br />5/8" GYPSUM BOARD -- <br />z <br />Z <br />0 <br />2" x 2" STEEL TUBE <br />W <br />3-518" METAL STUDS AT <br />( <br />W <br />16" O.C.— <br />xO <br />x <br />LU <br />POWER FASTEN <br />Z <br />BOTTOM TRACK TO <br />SLAB <br />w <br />ch <br />BASE - SEE ROOM <br />FINISH SCHEDULE <br />BORE 3"0 HOLE INTO <br />SLAB TO RECEIVE <br />2"x2" GALVANIZED <br />�J <br />METAL PIPE SET IN <br />STRUCTURAL EPDXY <br />2" x 2" STEEL TUBE - <br />585 Main Street, Suite 201 <br />Dunedin, FI 34698 <br />p 727.733.9400 <br />f 727.733,9555 <br />I c. AAC001580 <br />lunz.com <br />L:f <br />Uj <br />LU <br />Z <br />U)�U^ <br />t..L� <br />O <br />O <br />0 <br />06 <br />U) <br />Lu <br />z <br />O <br />LL <br />^Q <br />z <br />Q <br />0— <br />Of <br />O <br />O <br />LL <br />REVISION®... .. .. .. <br />REVISION® ... ... . .. . <br />REM90N&......... -- <br />ISSUED FOR CONSTRUCTION - <br />ISSUED FOR PERMIT: 09 of ir; <br />ISSUED FOR BID: <br />ISSUED FOR APPROVAL: -- <br />DRAWN BY: M. HACKETT <br />REVIEW BY: J. GRAHAM <br />A PARTITION TYPE <br />1'-0" <br />D PARTITION TYPE <br />PARTITION TYPE <br />SCALE: 314" = 1'-0" <br />THE LUNZ GROUP <br />®COPYRIGHT 2018 ALL RIGHTS RESERVED <br />1812.01 <br />A101 <br />