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2018.04.02 CC Packet
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2018.04.02 CC Packet
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2/20/2019 1:59:39 PM
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City Council
Document Type
Agenda/Packets
Meeting Date
4/2/2018
Meeting Type
Regular
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C9 <br />v <br />N <br />N <br />0 <br />0 <br />C9 <br />V 110'-0" <br />Ti;� <br />2 �� 3 3 4 C5 <br />- A3 <br />V-4" 30'-0" 30'-0" 30'-0" 20'-0" <br />I14'-8" 1/ 6'-0" 1/ 6'-0" 1/ 20'-0" 1/ 6'-0" 1/ 17'-4" 1/ 4'-8" 1/ 19'-4" 1/ 4'-8" 1/ i 20'-4" 1/ 4'-8" 1/ <br />1 FLOOR PLAN <br />Al SCALE: 1/8" = V-0-- <br />WALL <br />-0" <br />WALL TYPES: <br />1. <br />PROVIDE FIRE STOPPING AND FIRE SEALANT MATERIALS AS REQUIRED AT ALL RATED WALL CONSTRUCTION MATERIAL TRANSITIONS <br />NOTE: REFER TO STRUCTURAL <br />AND PENETRATIONS. RATING TO BE EQUAL TO RATED WALL ASSEMBLY. <br />Lm o <br />FOR GAUGE AND SPACING FOR <br />2. <br />PROVIDE DIAGONAL BACKING BRACING (3" X 16 GA. FLAT STRIP) AT CORNER FACES OF FREE STANDING PARTITION SYSTEMS. <br />ALL EXTERIOR METAL STUDS <br />3. <br />PROVIDE MOISTURE RESISTANT TYPE " X " GYPSUM BOARD IN REST ROOMS. <br />U)0w <br />Z <br />m <br />4. <br />PROVIDE " J " MOLDING REGLETS OR CORNER BEAD AT ALL DISSIMILAR WALL MATERIAL TRANSITIONS. <br />5. <br />EXPOSED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-25 AND A SMOKE DEVELOPMENT RATING OF 0-450. CONCEALED <br />�• r• c <br />INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-75 AND A SMOKE DEVELOPMENT RATING OF 0-450. <br />wry <br />7- LU <br />6. <br />WHERE BOTTOM OF GYPSUM BOARD ELEVATIONS DIFFER BETWEEN WALL TYPES EXTEND GYPSUM BOARD FROM FINISH FLOOR TO <br />ae <br />FIRST STUD BEHIND OWNER SUPPLIED FIXTURES, BUT NOT LESS THAN 12". <br />z. <br />w <br />CONT. STUDS TO ROOF <br />CONT. STUDS TO <br />a� <br />W <br />CONT. STUDS TO 12'-6" A.F.F. <br />Q <br />FRAMING ABOVE <br />W <br />8'-6" A.F.F. <br />'r <br />v <br />5/8" TYPE 'X' GYP. BD. EACH <br />SIDE. TO ROOF DECK ON <br />�1 <br />5/8" TYPE 'X' GYP. <br />O <br />5/8" TYPE 'X' GYP. BD. ON <br />PARTS AREA "B" & "C". TO <br />___0 <br />N <br />BID. EACH SIDE <br />r. <br />(1) SIDE TO 12'-0" OFF <br />PENN <br />Net <br />�7 <br />FINISH FLOOR. <br />12'-0" OFF FINISH FLOOR <br />3-5/8" (25 GA.) MTL. <br />0 <br />ON PARTS AREA "A". <br />a> <br />STUDS AT 24" O.C. <br />w � <br />3-5/8" (25 GA.) MTL. STUDS AT <br />3-5/8" (25 GA.) MTL. <br />M <br />r• a <br />24" O.C. <br />STUDS AT 24" O.C. <br />3 1/2" UNPAGED <br />BATT. SOUND <br />S41 S42 S43 <br />INSULATION <br />S44 <br />CONT. STUDS TO ROOF <br />FRAMING ABOVE <br />5/8" TYPE 'X' GYP. BD. EACH <br />SIDE. TO ROOF DECK ON <br />PARTS AREA "B" & "C". <br />TO 12'-0" OFF FINISH FLOOR <br />ON PARTS AREA "A". <br />3-5/8" (20 GA.) <br />MTL. STUDS AT <br />24" O.C. <br />S60 <br />E.I.F.S. OVER 3" THICK RIGID <br />INSULATION <br />5/8" EXT. FIBERGLASS <br />REINFORCED SHEATHING W / <br />CONT. WEATHER BARRIER <br />5/8" TYPE 'X' GYP. BD. TO <br />ROOF DECK ON PARTS AREA <br />"B" & "C". TO 12'-0" OFF FINISH <br />FLOOR ON PARTS AREA "A". <br />6" METAL STUDS <br />8" METAL STUDS W/ R-19 <br />BATT INSULATION <br />MOD. BRICK VENEER <br />(REFER TO ELEVATION) <br />5/8" EXT. FIBERGLASS <br />REINFORCED SHEATHING W <br />/ CONT. WEATHER BARRIER <br />5/8" TYPE 'X' GYP. BD. ON <br />INTERIOR SIDE TO ROOF DECK. <br />8" METAL STUDS W/ R-19 <br />BATT INSULATION <br />S61 <br />564 <br />CONT. STUDS TO 8'-6" A.F.F. <br />5/8" TYPE 'X' GYP. BD. ON EACH <br />SIDE <br />6" (25 GA.) MTL. STUDS @ 24" O.C. <br />3 1/2" UNFACED BATT. SOUND <br />INSULATION <br />MOD. BRICK VENEER <br />(REFER TO ELEVATION) <br />5/8" EXT. FIBERGLASS <br />REINFORCED SHEATHING W <br />/ CONT. WEATHER BARRIER <br />CONT. STUDS TO 12'-6" A.F.F <br />5/8" TYPE 'X' GYP. BD. ON <br />(1) SIDE TO 12'-0" OFF <br />FINISH FLOOR. <br />3-5/8" (25 GA.) MTL. STUDS <br />8" METAL STUDS W/ R-19 <br />BATT INSULATION <br />00 A <br />0 <br />0 <br />0 <br />0 0 <br />co <br />N <br />N <br />0 <br />o <br />co <br />0 <br />co <br />0 <br />0 <br />1 <br />P. <br />KICKER: 3 <br />GA.) META <br />@ 4'-0" O.( <br />(2) 3/8" TEC <br />SELF TAPI <br />SCREWS <br />HEADER" <br />3 5/8" (20 C <br />STUDS @ <br />(2) 2X FIRE <br />TREATED <br />CONTINUO <br />BLOCKING <br />REFER TO STRUCTURAL <br />FOR MORE INFORMATION <br />111 '-6" <br />LAY -I N -CEG <br />ACOUSTICAL TILE <br />CEILING IN PARTS <br />AREA "A" RM 100 <br />5/8" TYPE 'X' GYP. <br />BD. EACH SIDE. TO <br />ROOF STRUCTURE <br />ON PART AREA "B" <br />SIDE. TO 12'-0" OFF <br />FINISH FLOOR ON <br />SHOWROOM SIDE. <br />106'-10" <br />B.O. HEADER <br />2 HEADER WALL SECTION <br />Al SCALE: 1/2" = V-0" <br />REFER TO STRUCTURAL <br />Bo FOR MORE INFORMATION <br />2 <br />A3 �O 111 '-6" <br />LAY -I WCLG <br />ACOUSTICAL TILE <br />P CEILING IN PARTS <br />AREA "A" RM 100 <br />3 5/8" (20 GA.) <br />MTL. STUDS <br />5/8" GYP. <br />BOARD <br />SEALED POLISHED CONCRETE <br />D CONCRETEL[ <br />PARTS AREA "A" <br />Dc <br />CORNER 6" MTL. STUDS (20 GA.) @ 24" <br />BEAD O.C. W/ (1) LAYER OF 5/8" <br />TYPE "X GYP. BD. EA. SIDE <br />1X4 WOOD TRIM (PAINT 9'-0" <br />GRADE PINE) ATTACHED TO T.O.W. <br />METAL STUD FRAMING WITH <br />TECH 12 SCREWS AT 24" <br />O.C. SET FLUSH. PAINT R-19 UNFACED <br />EXPOSED SURFACES TO SNBATT INSULATION <br />MATCH WALL FINISH. - �) <br />REFER TO FLOOR PLAN <br />FOR WALL TYPES. <br />PROVIDE MOISTURE RESISTANT <br />GYP. BD. @ALL WET LOCATIONS. <br />4 WALL / CEILING SECTION <br />Al SCALE: 1.1/2" = V-0" <br />S62 <br />CONT. STUDS TO ROOF <br />FRAMING ABOVE <br />MOD. BRICK VENEER <br />(REFER TO ELEVATION) <br />5/8" TYPE 'X' GYP. BD. ON <br />(1) SIDE TO 12'-0" OFF <br />FINISH FLOOR ON PARTS <br />AREA "A". <br />8" METAL STUDS W/ R-19 <br />BATT INSULATION <br />5/8" EXT. FIBERGLASS <br />REINFORCED SHEATHING W <br />/ CONT. WEATHER BARRIER <br />)N <br />)F DECK. <br />R-19 <br />3 INTERIOR WALL SECTION <br />Al SCALE: 1/2" = 1'-0" <br />DBL. 3 5/8" X (20 GA.) <br />MTL. STUDS @ C.J. <br />AS SHOWN. <br />1/4" X 7/16" (1) PIECE <br />VEE -SHAPED SLOT <br />CONTROL JOINT @ BOTH <br />SIDES OF HEADER <br />5 GYP. BOARD C.J. <br />Al f SCALE: 1-1/2" = V-0" <br />REFER TO PLAN FOR <br />PxorT PILASTER WIDTH <br />EXTERIOR SHEATHING: <br />REFER TO A4. <br />8" MTL. STUD <br />CONSTRUCTION <br />MOD. BRICK VENEER <br />(REFER TO ELEVATION) <br />8" MTL. STUDS: REFER <br />TO STRUCTURAL <br />7 WALL PROJECTION DETAIL <br />Al SCALE: 1/2" = V-0" <br />GENERAL NOTES: <br />A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. <br />B. REFER TO COVER SHEET FOR BUILDING DESIGN CRITERIA. <br />C. REFER TO P.E.M.B. DRAWINGS FOR ADDITIONAL REQUIREMENTS. <br />D. ALL DIMENSIONS TO ROUGH FACE OF ROUGH FRAMING, CONCRETE <br />OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED. <br />3-5/8" METAL STUD INTERIOR PARTITION DIMENSIONS NOT SHOWN <br />FOR CLARITY. <br />E. REFER TO SHEET F1 FOR INTERIOR FINISH REQUIREMENTS AND <br />OWNER FURNISHED AND INSTALLED FIXTURES AND EQUIPMENT. <br />KEY NOTES: <br />O STEEL COLUMN: <br />PER METAL BUILDING MFG. <br />GC TO PROVIDE PRE -FINISHED BREAK METAL MATCHING ALUMINUM <br />STOREFRONT FINISH AND COLOR WITH NO HORIZONTAL SEAM.. <br />ONOT USED: <br />O FLOOR SAFE: <br />OWNER FURNISHED AND CONTRACTOR INSTALLED. SIZE TO BE <br />VERIFIED BY OWNER. PROVIDE 18" X 18" BLOCK OUT & DO NOT <br />INSTALL UNTIL AFTER OFFICE GYP. BD. WORK HAS BEEN COMPLETE. <br />OFIRE EXTINGUISHER: <br />MOUNT 42" ABOVE FINISHED FLOOR. <br />OSHOWROOM CORNER BOX OUT: <br />INSTALL PLYWOOD BACKING TO EACH FACE FROM 8'-0" TO 10'-0" <br />A.F.F. FOR INSTALLATION OF SECURITY MIRRORS. <br />O KNOX BOX: <br />PROVIDE AND INSTALL RECESSED KNOX BRAND SECURITY KEY BOX <br />AS APPROVED BY THE LOCAL FIRE DEPARTMENT. LOCATE WHERE <br />SHOWN AT HEIGHT ABOVE GRADE GIVEN BY LOCAL FIRE <br />DEPARTMENT. (VERIFY EXACT LOCATION AND HEIGHT WITH FIRE <br />DEPARTMENT PRIOR TO INSTALLATION). <br />O 10" X 6" STAMPED STEEL BASE RETURN WALL VENT - PRE -FINISHED <br />WHITE. PROVIDE AND INSTALL OPENING IN WALL AT FULL DEPTH OF <br />WALL FOR VENTILATION. PLACE VENTS AT TOP AND BOTTOM OF <br />WALL, 24" O.C. BETWEEN STUDS. <br />/ NOTE: <br />G.C. TO REVIEW METAL BUILDING ERECTION DRAWINGS BEFORE <br />CONSTRUCTION BEGINS TO CONFIRM THAT ANY ROD BRACES SHOWN <br />IN THOSE DRAWINGS WILL NOT INTERFERE WITH CLEARANCES, <br />ACCESSORIES OR PLUMBING FIXTURES SHOWN IN REST ROOMS. G.C. <br />TO NOTIFY O'REILLY REPRESENTATIVE AND ARCHITECT IF THEY <br />BELIEVE THAT THERE MIGHT BE A CONFLICT. IF THERE IS SUCH A <br />CONFLICT, INSTALL 6" STUD WALL AGAINST EXTERIOR WALL TO <br />ENCAPSULATE RODS (PLUMBING FIXTURES AND WALL OPPOSITE <br />\ EXTERIOR WALL TO SHIFT TO ALLOW FOR THIS 6" WALL AS WELL). <br />REQ'D. CLEAR SPACE — <br />PROVIDED FOR FRONT <br />APPROACH (AT EXTERIOR <br />DOOR) <br />REQ'D. CLEAR SPACE <br />PROVIDED FOR FRONT <br />APPROACH (AT <br />INTERIOR DOOR) <br />DISTANCE IS 7'-0"± <br />0 <br />DISTANCE IS 5'-1"± <br />REQUIRED 5' TURNING SPACE <br />6 VESTIBULE DIAGRAM <br />Al SCALE: 1/4" = V-0" <br />REFER TO PLAN FOR <br />EXACT PILASTER WIDTH <br />8" MTL. STUDS <br />REFER TO <br />STRUCTURAL <br />8" MTL. STUD <br />CONSTRUCTIC <br />EXTERIOR SHI <br />REFER TO A4. <br />6 CORNER PROJECTION DETAIL <br />Al SCALE: 1/2" = V-0" <br />o <br />00 its <br />z?z <br />Lm o <br />u7 N w <br />J <br />® M z: <br />co <br />U)0w <br />Z <br />m <br />�• r• c <br />wry <br />7- LU <br />Net <br />I--- ,L N <br />ae <br />mmo <br />z. <br />w <br />co <br />o0 <br />coCO <br />a� <br />W <br />�J <br />Q <br />W <br />'r <br />v <br />�1 <br />O <br />� <br />met <br />N <br />r. <br />O <br />N Op <br />PENN <br />Net <br />�7 <br />c o <br />0 <br />a> <br />w � <br />M <br />r• a <br />o <br />p <br />z?z <br />LO <br />0� <br />J <br />co <br />U)0w <br />Z <br />m <br />w <br />wry <br />7- LU <br />C4 <br />I--- ,L N <br />OOcoo <br />Z <br />co <br />o0 <br />coCO <br />o <br />W <br />N (n "Zi- <br />Q <br />O <br />O <br />� <br />N- <br />3 <br />a <br />Cs <br />a <br />LF_ <br />DATE: 5-22-14 <br />REVISION <br />DATE: 12-4-14 <br />1-5-15 <br />N <br />O <br />co <br />z?z <br />LO <br />0� <br />D <br />OD <br />U)0w <br />Z <br />w <br />wry <br />7- LU <br />C4 <br />I--- ,L N <br />OOcoo <br />Z <br />o0 <br />coCO <br />N (n "Zi- <br />DATE: 5-22-14 <br />REVISION <br />DATE: 12-4-14 <br />1-5-15 <br />
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