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ENLARGED PLAN NOTES <br />I <br />a <br />e <br />L <br />co <br />21 <br />m <br />E <br />LO <br />N <br />N <br />a <br />0 <br />N <br />N <br />Cl? <br />o2 <br />7i <br />SCALE: 1/4" = V-0" <br />15'-0" <br />WOOD SLAT <br />CEILING, SEE <br />A5.01 B <br />GATE <br />MAIN1 <br />SCALE: 1/4" = V-0" <br />15' - 0" <br />=DIUM IN <br />0 <br />AVERS <br />=DIUM IN <br />v <br />SCALE: 1/4" = V-0" <br />15' - 0" <br />NMI <br />)FFIT ABOVE <br />1/2" <br />POLYC/ <br />INTERN <br />DOWNS <br />ACM PA <br />STO REI <br />SYSTEA <br />1 /2" REa <br />ACM PA <br />ROOF E <br />WOOD! <br />CEILINC <br />A5.02A <br />0 <br />1. ALL DIMENSIONS ARE TO FACE OF FRAMING, FACE OF SLAB, CENTERLINE OF <br />COLUMN, CENTERLINE OF OPENING, AND TO FACE OF EXISTING FINISH <br />WHERE REMAINING UNLESS NOTED OTHERWISE. <br />2. FOR ARCHITECTURAL ABBREVIATIONS & SYMBOLS LEGEND SEE SHEET <br />G0:01. <br />3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE SHEET A1.01. TYPICAL <br />NEW INTERIOR WALL STUDS ARE 3-5/8" STEEL STUDS UNLESS OTHERWISE <br />NOTED ON PLANS OR IN THE TAGGED ASSEMBLIES. VERIFY GRADE AND <br />SPACING WITH STRUCTURAL. <br />4, SEE SHEETS A1.11 AND A1.12 FOR DOOR AND WINDOW TYPES AND <br />SCHEDULES. REFER TO INTERIOR SHEETS FOR ROOM FINISH SCHEDULES <br />AND FURNISHINGS. <br />5, SEE SHEET A8.14 FOR FIRE RATED WALL INTERSECTIONS <br />6. CONCRETE PATIOS SHALL SLOPE AT 2% MAXIMUM AS SHOWN ON PLANS. <br />WARP CONCRETE AT WALLS AS SHOWN TO FORCE WATER TO MIGRATE <br />AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5%MAXIMUM SLOPE. <br />i <br />7. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS, AND OTHER CONTROLS <br />SHALL BE 48" HIGH MAXIMUM ABOVE FINISH FLOOR. ELECTRICAL, <br />TELECOMMUNICATIONS (TELEPHONE/TELEVISION) OUTLETS RECEPTACLES <br />ON WALLS SHALL BE MOUNTED BETWEEN 15" AND 48" ABOVE FINISHED <br />FLOOR. <br />8. SEE DETAIL SHEET A8.14 FOR INFORMATION REGARDING JUNCTION BOX <br />PLACEMENT, <br />9. SEE SHEET A8.12 FOR TYPICAL INTERIOR DOOR FRAME AND RELITE HEAD <br />AND JAMB DETAILS, <br />10. SEE SHEETS A6.02 AND A6.03 FOR STAIR PLANS AND SECTIONS. REFER TO <br />SHEET A8.11 FOR STAIR, GUARDRAIL, AND HANDRAIL DETAILS. <br />11. ALL FAUCETS TO HAVE LEVER HANDLES. <br />12. SEE ELEVATIONS FOR ALL VENT LOCATIONS. MECHANICAL TO COORDINATE< <br />LOCATIONS OF VENTS AND SOFFITS W/ LOCATIONS SHOWN ON PLANS AND <br />ELEVATIONS. ALL VENTS TO BE GREATER THAN 3-0" FROM ALL OPERABLE <br />OPENINGS. <br />13.. FOR MECHANICAL SYSTEMS & EQUIPMENT SEE MECHANICAL BUILDING <br />DRAWINGS. <br />C1 T <br />ENTRY VESTIBULE -ENLARGED RCP <br />SCALE: 1/4" = V-0" <br />5 <br />2 A8.01 <br />3 <br />A$.01 OPP OPP A7.01 <br />'V A4.03 V� 1 <br />� 1 <br />A8.01 OPP <br />a� <br />T <br />U j IL <br />A8.01 w <br />' OF EVERETT <br />REVIEWED FOR PERMI A.. <br />ENTRY VESTIBULE - ENLARGED PLAN <br />SCALE: 1/4" = V-0" <br />a <br />91 <br />a­­ - - - I I I <br />05/20/2020 <br />STAMP <br />CONSULTANT <br />z <br />0 <br />ri <br />0 <br />T <br />LU <br />0 Q <br />04 <br />00 <br />0 z <br />T �� <br />W <br />r W <br />N W <br />TITLE <br /># DATE DESCRII <br />A 04/17/2020 PLAN RE\ <br />B 05/20/2020 PERMIT F <br />Z <br />0 <br />0 <br />W <br />0 <br />1_L <br />z <br />uu <br />cz <br />Z <br />T <br />Q <br />_j <br />W <br />'TION <br />'ISIONS <br />EVI EW 1 <br />REVISIONS <br />Author Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />A6001 <br />0 2020 OTAK, INC. <br />If this drawingis not 24"x 36", it has been <br />reducedfenlarged. Scale accordingly. <br />