The URL can be used to link to this page

Home My WebLink AboutA2.0 Floor Plan V1APPROVED Os 0s 22 7 0 5 2 0 N 0 N 0 ib PATIO 52'-0" 12'-0" _ 12'-0" _ 12'-0" _ 12'-0" 1 FLOOR PLAN SCALE:1/8" = V-0" —zuor[nu[u DIAGONALLY BRACE— auaFt.NUtu RESTROOM CEILING PER WALL TO STRUCTURE CEILING PER CEILING REFLECTED ABOVE WITH REFLECTED CEILING PLAN. 3-1/2"X 25GA CEILING PLAN. EXTEND WALL TO STEEL STUDS AT EXTEND WALL 6" MIN. ABOVE 4'-0" D.C. TO 6" MIN. ATTACH SUSPENDED ALTERNATE ABOVE BOTTOM TACK CEILING. DIRECTIONS WHERE SUSPENDED TO CONCRETE POSSIBLE. CEILING. FLOOR WITH WALL PER PLAN. ATTACH BOTTOM WALL PER PLAN. POWER TACK TO CONCRETE ACTUATED FASTENERS BASE AND FLOOR -FINISH NOT FLOOR WITH POWER BASE AND ACTUATED -FLOOR FINISH SHOWN. FASTENERS2 NOT SHOWN. ZWALL BRACE DETAIL SCALE: 1-112" V-0" WALL BRACE DETAIL 3SCALE: 1-112" V-0" = = DIAGONALLY BRACE SUSPENDED WALL TO STRUCTURE CEILING PER ABOVE WITH REFLECTED 3-1/2"X 25GA CEILING PLAN. STEEL STUDS AT 4'-0" O.C. EXTEND WALL ALTERNATE DIRECTIONS WHERE TO UNDERSIDE OF SUSPENDED 1" DEEP SAW CUT OR POSSIBLE. CEILING. TOOLED JOINT. ATTACH BOTTOM WALL PER ° ° ° ° CONCRETE SLAB. TACK TO CONCRETE PLAN ° COMPACTED GRAVEL BASE. FLOOR WITH POWER BASE AND o o o COMPACTED SUBGRADE. ACTUATED FLOOR FINISH �0 O�Ooo°o��°�0000O0°0�� 000 FASTENERS NOT SHOWN. III III III ,III 4 WALL BRACE DETAIL SCALE: 1-112" = V-0" 5 CONCRETE JOINT SCALE: 1" = V-0" ROOM FINISH SCHEDULE ROOM FLOOR WALL BASE WALLS CEILING REMARKS MEETING 1 NEW NEW GWB: NEW 1 2 3 MEETING 2 CARPET 4" RUBBER BASE PRIME & PAINT SATC OPEN OFFICE 4A NEW NEW GWB: NEW 1 2 3 CARPET 4" RUBBER BASE PRIME & PAINT SATC OPEN OFFICE 4B NEW NEW GWB: EXISTING 1 2 3 CARPET 4" RUBBER BASE PRIME & PAINT SATC BREAK 2 NEW VINYL PLANK NEW 4" RUBBER BASE GWB: PRIME &PAINT SATC 1, 2, 3 FLOORING CONFERENCE 4 NEW NEW GWB: EXISTING 1 2 3 CARPET 4" RUBBER BASE PRIME & PAINT SATC DATA EXISTING NEW GWB: EXISTING 1 2 3 CARPET 4" RUBBER BASE PRIME & PAINT SATC ELECTRICAL EXISTING NEW GWB: EXISTING 11 21 3 CONCRETE 4" RUBBER BASE PRIME & PAINT SATC REMARKS: 1. ALL FINISHES TO BE SELECTED BY THE OWNER. WHERE APPLICABLE, MATCH EXISTING BUILDING. 2. PROVIDE MANUFACTURER APPROVED FLOOR FINISH UNDERLAYMENT AS REQUIRED. PROVIDE METAL TRANSITION STRIP AT ADJACENT CARPET AREAS. 3. SEE REFLECTED CEILING PLAN FOR ADDITIONAL SUSPENDED CEILING NOTES. KEYNOTES 1. NOTE: ENTIRE BUILDING IS CONDITIONED SPACE, AND THERE IS NO CHANGE IN THE HVAC SYSTEM THAT IS A TRIGGER FOR IECC BUILDING ENVELOPE UPGRADES. EXISTING EXPOSED CMU WALL PROVIDE 3-1/2" X 25 GA STEEL STUDS AT V-4" O.C. WITH R-11 FIBERGLASS BATT SOUND ATTENUATION BLANKET, 6-MIL VAPOR BARRIER AND 5/8" GWB. PRIME AND PAINT. WALL FURRING TO MATCH EXISTING BUILDING STANDARD. 2. PROVIDE FURRING AND 5/8" GWB FINISH TO CONCEAL STEEL STRUCTURAL BEAM. MATCH EXISTING CONSTRUCTION. 3. NEW PARTITION WALL- PROVIDE 3-1/2" X 25 GA STEEL SUDS (OR 20 WOOD STUDS) AT 1'-4" O.C. WITH 3-1/2" FIBERGLASS BATT SOUND ATTENUATION BLANKET. FINISH WITH 5/8" GWB EACH SIDE. A. EXTEND WALL 6 INCHES ABOVE SUSPENDED CEILING, BRACE TOP OF WALL TO STRUCTURE ABOVE PER DETAIL 2/A2.0 OR 3/A2.0. B, EXTEND WALL TO UNDERSIDE OF SUSPENDED CEILING, BRACE TOP OF WALL TO STRUCTURE ABOVE PER DETAIL 4/A2.0. 4. PROVIDE GWB OPENING. A. 3'-4" WIDE X 7'-2" HIGH GWB WALL OPENING. B. 6'-4" WIDE X 8'-2" HIGH GWB WALL OPENING. 5. PROVIDE LOWER CABINET WITH COUNTERTOP TO CONCEAL WATER BACK -FLOW PLUMBING. 6. RELOCATED WALL MOUNT FIRE EXTINGUISHER. 7. SCHEMATIC LAYOUT OF WORK STATIONS. 8. PROVIDE NEW 4" REINFORCED CONCRETE PATIO: 13x13-D5xD5 Will AND (PLACED AT MID -DEPTH OF SLAB) OVER 4" COMPACTED 3/4" MINUS GRAVEL BASE. OVER COMPACTED EARTH. PROVIDE 8" WIDE x 12" DEEP THICKENED EDGE WITH #4 REBAR. PROVIDE 1/2" EXPANSION JOINT FILLER BETWEEN CONCRETE SLAB AND BUILDING FOUNDATION WALL CONCRETE SLAB TO BE FLUSH WITH BUILDING FINISH FLOOR AND SLOPE AWAY FROM THE BUILDING AT 2% MAX. SLOPE. PROVIDE LIGHT BROOM FINISH WITH TOOLED RADIUS EDGES. PROVIDE SAW CUT JOINT IN PATTERN AS SHOWN PER DETAIL 5/A2.0 U.O.N. WITHIN 6-12 HOURS OF POUR. 9. PATIO COVER CANOPY IS DESIGN -BUILD BY PATIO COVER CONTRACTOR AND IS A SEPARATE BUILDING PERMIT. PATIO COVER CANOPY IS A PRE -FINISHED LIGHT GAGE METAL STRUCTURE. 10. EXISTING EXPOSED CMU WALL AT OPEN OFFICE 4A. CLEAN, PRIME AND PAINT. GENERAL NOTES A. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF CONSTRUCTION. B. ALL INTERIOR DIMENSIONS ARE TO FACE OF GWB UNLESS OTHERWISE NOTED. FIELD VERIFY ALL CRITICAL DIMENSIONS. C. AT ANY EXISTING WALL TO REMAIN: PROTECT FROM FURTHER DAMAGE. REMOVE ANY WALL FINISHES, PATCH & REPAIR AND PREP FOR NEW FINISH. PROVIDE NEW GWB AT DAMAGED AREAS. D. CONTRACTOR TO PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED. CONTRACTOR TO MAINTAIN BUILDING IN A WEATHER -TIGHT CONDITION. E. CONTRACTOR SHALL STOCKPILE AND PROTECT ALL MULLION, GASKETS, HARDWARE, WINDOWS AND DOORS FOR REUSE, OR RETURN ALL SALVAGEABLE PARTS TO THE OWNER. F. CLEAN AND REPAIR ALL EXISTING FIXTURES, EQUIPMENT AND CABINETRY TO BE REUSED, RETURN ALL SALVAGEABLE ITEMS TO THE OWNER. G. ANY THROUGH OR MEMBRANE PENETRATION OF FIRE -RESISTIVE CONSTRUCTION TO COMPLY WITH 2018 IBC SECTION 714. TESTED AND LISTED ASSEMBLIES TO BE PROVIDED TO FIELD INSPECTOR. H. GYPSUM BOARD MATERIALS SHALL CONFORM TO THE APPROPRIATE STANDARDS LISTED IN 2018 IBC TABLES 2506.2 AND 2018 IBC CHAPTER 35. GYPSUM BOARD MATERIALS SHALL BE ASSEMBLED AND INSTALLED IN COMPLIANCE WITH THE APPROPRIATE STANDARDS LISTED IN 2018 IBC TABLES 2508.1 AND 2018 IBC CHAPTER 35. I. INSULATING MATERIALS, WHERE CONCEALED AS INSTALLED IN BUILDINGS OF ANY TYPE OF CONSTRUCTION, SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 AS DETERMINED BY ASTM E 84. J. WITHIN THIS TENANT SPACE, THE WALL AND CEILING FINISHES OF ROOMS SHALL HAVE A FLAME SPREAD OF 200 MAXIMUM AND A SMOKE -DEVELOPED INDEX OF 450 MAXIMUM AS ESTABLISHED BY ASTM E 84. K. EXIT DOORS TO BE OPENABLE FROM INSIDE WITHOUT A KEY OR SPECIAL KNOWLEDGE. SEE 2018 IBC SECTION 1010.1.9.4 FOR ANY EXCEPTIONS. L CONTRACTOR TO COORDINATE WITH OWNER FOR LOCATION OF ALL SPECIAL EQUIPMENT AND SPECIAL POWER REQUIREMENTS. M. ALL NEW AND EXISTING FIXTURES AND EQUIPMENT TO BE INSTALLED OR REINSTALLED ARE TO BE IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENT, ACCEPTED BUILDING STANDARDS AND CONFORM TO ALL BUILDING CODES. LEGEND EXISTING CONCRETE MASONRY UNIT (CMU) WALL CONSTRUCTION TO REMAIN. EXISTING OR NEW CONSTRUCTION ABOVE OR BELOW THE FLOOR PLAN. EXISTING CONSTRUCTION TO REMAIN. NEW FULL -HEIGHT PARTITION WALL. NEW DUPLEX 110V-120V OUTLET. ® NEW COMMUNICATION SYSTEM CONNECTION POINT. NEW J-BOX FOR DIRECT POWER CONNECTION. NO WORK THIS AREA U.O.N. PRICE SANDERS RHEES RUBY ARCHITECTS 499 MAIN STREET (208) 343-2931 BOISE,IDAH083702 TAOIDAHO.COM PROJECT IN TIME TEC 580 E. CORPORATE DR. SUITE 100 MERIDIAN, ID 83642 SEAL LICENSED ARCHITECT AR-2154 r Matthew J. RheesATE o Ho This document is the property of THE ARCHITECTS OFFICE, PLLC and is not to be duplicated without written authorization. © THE ARCHITECTS OFFICE, PLLC FILE DATE JULY 12, 2022 FILE NO. 21-505 A2.0 DRAWN MATT RHEES REVISIONS SHEET A2mO FLOOR PLAN