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Home My WebLink About19 Renovation StudyOWNER: HOMEBASE PARTNERS 111 WILLSON AVE. BOZEMAN, MT 59715 P: 406.422.4933 ANDREW GAULT, SENIOR PM ARCHITECTS: SMA ARCHITECTURE + DESIGN, P.C. 428 E. MENDENHALL ST. BOZEMAN, MT 59715 P: 406.219.2216 CHARLEY FRANKLIN, AIA, NCARB ENGINEERS: CIVIL: STAHLY ENGINEERING & ASSOCIATES 851 BRIDGER DRIVE | SUITE 1 BOZEMAN, MT 59715 P: 406.522.9526 CORDELL POOL, PE STRUCTURAL: DCI ENGINEERS 1060 S. FOWLER AVE. | SUITE 202 BOZEMAN, MT 59718 P: 406.556.8600 SAMANTHA FOX RISA BENVENGA MECHANICAL: CDS ENGINEERING 7540 CHURCHILL RD. MANHATTAN, MT 59741 P: 406.282.7082 CURT SMITH, SCOTT ELDERS ELECTRICAL: CDS ENGINEERING 7540 CHURCHILL RD. MANHATTAN, MT 59741 P: 406.282.7082 CURT SMITH, SCOTT ELDERS PROJECT TEAM 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24"X36"AND IN COLOR. 3. HORIZONTAL DIMENSIONS SHOWN INDICATE FACE OF (F.O.) CONCRETE, F.O. STUD, CENTERLINE OF COLUMN GRIDLINE, OR F.O. FINISH (INTERIOR), U.N.O.; VERTICAL DIMENSIONS INDICATE TOP OF (T.O.) SLAB, T.O. SUBFLOOR, OR T.O. FRAMING, U.N.O. 4. INFORMATION REGARDING EXISTING SITE CONDITIONS USED TO PREPARE THESE DRAWINGS HAS BEEN PROVIDED BY OTHERS. CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, DATUM, LEVELS AND CONDITIONS PERTAINING TO THE WORK PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES WITH THE DOCUMENTS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED. GENERAL NOTES 1. - ALTERNATES BUILDING LOCATION W. BEALL ST. W. VILLARD ST.N. 5TH AVE.N. 7TH AVE.SITE LOCATIONN. 7TH AVE.W. PEACH ST.N. ROUSE AVE.N. BROADWAY AVE.MAIN STREET S. WILLSON AVE.BOZEMAN, MT SECTION NUMBER N VIEW CALLOUT NORTH ARROW EXTERIOR ELEVATION CALLOUT EXTERIOR WALL TYPE SYMBOL BUILDING SECTION CALLOUT WALL SECTION CALLOUT INTERIOR ELEVATION CALLOUT DETAIL VIEW CALLOUT DOOR SYMBOL WINDOW TYPE SYMBOL INTERIOR WALL TYPE SYMBOL KEYNOTE CALLOUT LEVEL CALLOUT SHEET NUMBER DIRECTION OF CUT PROJECT NORTH SECTION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER DIRECTION OF CUT DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER DIRECTION OF CUT VIEW NUMBER SHEET NUMBER DIRECTION OF VIEW LEVEL TITLE LEVEL ELEVATION SHEET LEGEND 1 A3.00 1 A3.00 24 VIEW NAME VIEW SCALEA1.00 A0.00 1 A1.00 1 LEVEL NAME ELEVATION 100A A 1A1.00 1 SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:PROJECT ADDRESS NOT FOR CONSTRUCTION AHJ APPROVAL: AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:54:54 AM000 22-081 12/07/2022 COVER SHEET AUTHOR CHECKER 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE 5TH & VILLARD DESIGN PHASE | 12/07/2022 SMA #22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 5TH & VILLARD COVER SHEET 000 COVER SHEET ARCHITECTURAL DRAWINGS A0.10 EXISTING ARCHITECTURAL SITE PLAN A0.20 NEW ARCHITECTURAL SITE PLAN A0.30 SITE DETAILS A1.00 WALL ASSEMBLIES A1.01 ACOUSTICAL AND FIRE RATED WALL DETAILS A1.10 FLOOR/ROOF/DOORS/WINDOWS A1.20 ACCESSIBILITY ANALYSIS AND DETAILS A1.21 ACCESSIBILITY DETAILS A1.22 ACCESSIBILITY DETAILS A1.23 ACCESSIBILITY DETAILS A2.00 EXISTING LEVEL 1 FLOOR PLAN A2.01 EXISTING LEVEL 2 FLOOR PLAN A2.10 LEVEL 1 OVERALL FLOOR PLAN A2.11 LEVEL 2 OVERALL FLOOR PLAN A2.20 LEVEL 1 ENLARGED FLOOR PLAN - EAST A2.21 LEVEL 2 ENLARGED FLOOR PLAN - EAST A2.30 LEVEL 1 FINISH PLAN A2.31 LEVEL 2 FINISH PLAN A2.70 NEW/FINISH LEVEL 1 REFLECTED CEILING PLAN A2.71 NEW/FINISH LEVEL 2 REFLECTED CEILING PLAN A2.80 ROOF PLAN & DETAILS A3.00 EXTERIOR ELEVATIONS A3.10 EXTERIOR ELEVATIONS A4.00 BUILDING SECTIONS A5.00 WALL SECTIONS A6.00 DETAILS A7.00 INTERIOR ELEVATIONS A7.01 LEVEL 1 ENLARGED BATHROOM PLANS A7.02 LEVEL 1 ENLARGED BATHROOM PLANS A7.03 LEVEL 2 ENLARGED BATHROOM PLANS A7.04 LEVEL 2 ENLARGED BATHROOM PLANS A8.00 VERTICAL CIRCULATION SHEET INDEX CIVIL DRAWINGS STRUCTURAL DRAWINGS S1.1 COVER SHEET - LEGEND AND ABBREVIATIONS S1.2 GENERAL NOTES S1.3 GENERAL NOTES S2.1 FOUNDATION PLAN S2.1A LEVEL 1 WALL TYPE PLAN S2.2 LEVEL 2 FRAMING PLAN S2.2A LEVEL 2 WALL TYPE PLAN S2.3 ROOF FRAMING PLAN N N VICINITY MAP SITE MAP MECHANICAL DRAWINGS *MD2.1 LEVEL 1 FLOOR PLAN - HVAC DEMO *MD2.2 LEVEL 2 FLOOR PLAN - HVAC DEMO *MD2.3 ROOF PLAN - HVAC DEMO M2.1 LEVEL 1 FLOOR PLAN - HVAC M2.2 LEVEL 2 FLOOR PLAN HVAC M2.3 ROOF PLAN - HVAC M3.1 MECHANICAL LEGEND AND DETAILS M4.1 MECHANICAL SCHEDULES ELECTRICAL DRAWINGS *ED1.1 LEVEL 1 FLOOR PLAN - POWER DEMO *ED1.2 LEVEL 2 FLOOR PLAN - POWER DEMO *ED2.1 LEVEL 1 FLOOR PLAN - LIGHTING DEMO *ED2.2 LEVEL 2 FLOOR PLAN - LIGHTING DEMO E1.1 LEVEL 1 FLOOR PLAN - POWER E1.2 LEVEL 2 FLOOR PLAN - POWER E2.1 LEVEL 1 FLOOR PLAN - LIGHTING E2.2 LEVEL 2 FLOOR PLAN - LIGHTING E3.1 LEVEL 1&2 - ONE LINE DIAGRAM PLUMBING DRAWINGS *MD1.1 LEVEL 1 FLOOR PLAN - PIPING DEMO *MD1.2 LEVEL 2 FLOOR PLAN - PIPING DEMO *MD1.3 BOILER ROOMS LARGE SCALE PLANS - PIPING DEMO M1.1 LEVEL 1 FLOOR PLAN - PIPING M1.2 LEVEL 2 FLOOR PLAN - PIPING M1.3 BOILER ROOMS LARGE SCALE PLANS - PIPING M1.4 BATHROOM LARGE SCALE PLANS - PIPING DEMOLITION DRAWINGS D2.00 DEMOLITION LEVEL 1 FLOOR PLAN D2.10 DEMOLITION LEVEL 2 FLOOR PLAN D2.20 DEMOLITION REFLECTED CEILING PLAN - LEVEL 1 D2.30 DEMOLITION REFLECTED CEILING PLAN - LEVEL 2 D3.00 DEMOLITION EXTERIOR ELEVATIONS D4.00 DEMOLITION SECTIONS FRONT ENTRY VIEW NO.DATE REVISION DESCRIPTION TYPICAL ARCHITECTURAL ABBREVIATIONS (E) EXISTING (N) NEW A.C.T. ACOUSTIC CEILING TILE A.F.F. ABOVE FINISHED FLOOR A.I.B. AIR INFILTRATION BARRIER A/C AIR CONDITIONING ACOUST ACOUSTICAL ADD. ADDITIVE ADJ ADJACENT ALT. ALTERNATE ALUM. ALUMINUM ANOD. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECT ARM ADMINISTRATIVE RULES OF MONTANA ASSEMB. ASSEMBLY AUTO AUTOMATIC B.O. BOTTOM OF B.O.W. BOTTOM OF WALL BARR. BARRIER BD BOARD BITUM. BITUMINOUS BLDG. BUILDING BRG BEARING BSBD BASEBOARD BTWN BETWEEN BYND. BEYOND C.C. CENTER TO CENTER C.L.L. CONTRACT LINE LIMIT C.T. CERAMIC TILE CAB CABINET CAP CAPACITY CDX EXTERIOR GRADE PLYWOOD CENT. CENTERED CF CUBIC FEET CG CORNER GUARD CH CHANNEL CI CUBIC INCHES CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR CLR. CLEAR CMNT CEMENT CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL(S). COLUMNS COMP. COMPOSITE CONC. CONCRETE COND CONDITION CONF CONFERENCE CONN CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CONT./CONTR. CONTRACTOR COORD. COORDINATE CUH CABINET UNIT HEATER CW COLD WATER CY CUBIC YARD DBL DOUBLE DED. DEDUCTIVE DEF. DEFINITION DEMO. DEMOLISH DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DIST. DISTANCE DL DEAD LOAD DN DOWN DR DOOR DS DOWNSPOUT DTL.(S) DETAIL OR DETAILS DWG DRAWING E EAST E.J. EXPANSION JOINT E.W. EXTERIOR WALL EA. EACH EIFS EXTERIOR INSULATION FINISH SYSTEM ELEC. ELECTRICAL ELEV. ELEVATION ELEV. ELEVATOR ENCL. ENCLOSURE EO ELECTRICAL OUTLET EP ELECTRICAL PANEL EQ EQUAL EQUIP. EQUIPMENT EXH EXHAUST EXP EXPANSION EXT. EXTERIOR EXTR. EXTRUDED F.F. FLOOR FINISH F.F.L. FINISHED FLOOR LEVEL F.O. FACE OF FA FLOOR ASSEMBLY FABR FABRICATE FC FLOOR-CEILING FDC FIRE DEPARTMENT CONNECTION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FFHB FROST FREE HOSE BIB FG FINISH GRADE FH FIRE HYDRANT FIN. FINISHED FLR FLOOR FLUOR FLUORESCENT FND FOUNDATION FOC FACE OF CONCRETE FOS FACE OF STUD FOUND. FOUNDATION FOW FACE OF WALL FRP FIBERGLASS REINFORCED PANEL FSD FIRE SEPARATION DISTANCE FT FOOT OR FEET FT. FOOT FTG FOOTING G.A. GYPSUM ASSOCIATION G.C. GENERAL CONTRACTOR GA GAUGE GALV GALVANIZED GB GRAB BAR GEN GENERAL GEOTECH. GEOTECHNICAL GI GALVANIZED IRON GL GLASS GLB GLULAM BEAM GR. GROSS GWB GYPSUM WALL BOARD GYP GYPSUM H.M. HOLLOW METAL HB HOSE BIB HC HANDICAPPED HDR HEADER HORIZ. HORIZONTAL HR. HOUR HSS HOLLOW STEEL SECTION IBC INTERNATIONAL BUILDING CODE IEBC INTERNATIONAL EXISTING BUILDING CODE IECC INTERNATION ENERGY CONSERVATION CODE IFC INTERNATIONAL FIRE CODE IFGC INTERNATIONAL FUEL GAS CODE IMC INTERNATIONAL MECHANICAL CODE IN INCH INCL INCLUDED INFIL. INFILTRATION INFO INFORMATION INSUL. INSULATION INT. INTERIOR IWA INTERIOR WALL ASSEMBLY JAN JANITOR JST JOIST LAV. LAVATORY LF LINEAL FOOT LOC. LOCATION LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER LVR LOUVER LVT LUXURY VINYL TILE M MEN'S MACH. MACHINE MAT. MATERIAL MAX. MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MECH. MECHANICAL MEMB. MEMBRANE MEZZ MEZZANINE MFR. MANUFACTURER MH MAN HOLE MIN. MINIMUM or MINUTE MIRR MIRROR MISC. MISCELLANEOUS MO MASONRY OPENING MTL. METAL MULL MULLION N NORTH N.I.C. NOT IN CONTRACT NA NOT APPLICABLE NAT. NATURAL NEC NATIONAL ELECTRICAL CODE NEC. NECESSARY NO NUMBER NOM. NOMINAL NTS NOT TO SCALE O.C. ON CENTER O.H. OVERHANG O/ OVER OCC. OCCUPANTS OD OUTSIDE DIAMETER OH OVERHEAD OPER. OPERABLE OPNG OPENING OPP OPPOSITE PART. PARTITION PART. BD. PARTICLE BOARD PC PRECAST CONCRETE PERIM. PERIMETER PL PLATE PLAM PLASTIC LAMINATE PLAST PLASTIC PLYWD. PLYWOOD PNL PANEL PRE-MAN. PRE-MANUFACTURED PREFIN. PREFINISHED PSL PARALLEL STRAND LUMBER PT POINT PVC POLYVINYL CHLORIDE PLASTIC POLYMER PVMT PAVEMENT QTY QUANTITY R RISER RA ROOF ASSEMBLY RAD RADIUS RB RUBBER BASE RC ROOF/CEILING RCP REFLECTED CEILING PLAN RD ROOF DRAIN REC RECESSED RECOMM. RECOMMENDATION(S) REF REFERENCE REFR/REF REFRIGERATOR REINF REINFORCING REQ. REQUIRED/REQUIREMENT(S) RES RESILIENT REV REVERSED RIG. RIGID RM ROOM RO ROUGH OPENING RV ROOF VENT S SOUTH S.C. SOLID CORE S.I.P. STRUCTURAL INSULATED PANEL SACT SUSPENDED ACOUSTICAL CEILING TILE SAT SUSPENDED ACOUSTICAL TILE CEILING SCHED. SCHEDULE SECT SECTION SF SQUARE FEET SHEATH./SHTHG SHEATHING SHGC SOLAR HEAT GAIN COEFFICIENT SHLVNG SHELVING SHLVS SHELVES SHT SHEET SHWR SHOWER SIM SIMILAR SLNT SEALANT SM SURFACE MOUNTED SOG SLAB ON GRADE SPEC. SPECIFICATION SQ. SQUARE SS STAINLESS STEEL STC SOUND TRANSMISSION CLASS STD. STANDARD STL. STEEL STOR STORAGE STRUCT. STRUCTURAL SUBFLR SUBFLOOR SUSP SUSPENDED SV SHEET VINYL SY SQUARE YARD T&G TONGUE AND GROOVE T.B. TEST BORE T.O. TOP OF T.O. FTG TOP OF FOOTING T.O. SL. TOP OF SLAB T.O.B. TOP OF BEAM T.O.C. TOP OF CONCRETE T.O.P. TOP OF PLATE T.O.S. TOP OF STEEL T.O.W. TOP OF WALL TB TOWEL BAR TEL TELEPHONE TEMP TEMPERATURE TEMP. TEMPORARY THERM. THERMOSTAT THK THICK THROUGH. THROUGHOUT THRU THROUGH TJI TRUSS JOIST INCORPORATED TOT. TOTAL TPO THERMOPLASTIC POLYOLEFIN TS TUBE STEEL TV TELEVISION TYP. TYPICAL U.L. UNDERWRITERS LABORATORIES U.N.O. UNLESS NOTED OTHERWISE U/ UNDER UBC UNIFORM BUILDING CODE UG UNDERGROUND UH UNIT HEATER UR URINAL UV UNIT VENTILATOR V.B. VAPOR BARRIER VAC VACUUM VAR VARIES VCT VINYL COMPOSITE TILE VEN VENEER VERT. VERTICAL VEST VESTIBULE VFY. VERIFY VG VERTICAL GRAIN VIN VINYL VP VENEER PLASTIC VT VINYL TILE VWC VINYL WALL COVERING W WEST/WOMEN'S W/ WITH W/D WASHER/DRYER W/O WITHOUT WB WOOD BASE WC WATER CLOSET WD. WOOD WH WATER HEATER WIND. WINDOW WWF WELDED WIRE FABRIC WWM WIRE MESH SHEET INDEX GENERAL DRAWINGS G1.00 2021 IEBC CODE REVIEW G1.11 NEW CODE PLAN LEVEL 1 G1.13 NEW CODE PLAN LEVEL 2 5TH & VILLARD -2021 IEBC CODE REVIEW CHAPTER 3 -PROVISIONS FOR ALL COMPLIANCE METHODS 301.3 ALTERATION, ADDITIONAL OR CHANGE OF OCCUPANCY: THE ALTERATION, ADDITION OR CHANGE OF OCCUPANCY OF ALL EXISTING BUILDINGS SHALL COMPLY WITH ONE OF THE METHODS LISTED IN SECTION 301.3.1, 301.3.2 OR 301.3.3 S SELECTED BY THE APPLICANT. SECTIONS 301.3.1 THROUHG 301.3.3 SHALL NOT BE APPLIED IN COMBINATION WITH EACH OTHER. EXCEPTION: SUBJECT TO THE APPROVAL OF THE CODE OFFICIAL, ALTERATIONS COMPLYING WITH THE LAWS IN EXISTANCE AT THE TIME THE BUILDING OR THE AFFECTED PORTION OF THE BUILDING WAS BUILT SHALL BE CONSIDERED IN COMPLIANCE WITH THTE PROVISIONS OF THIS CODE. NEW STRUCTURAL MEMBERS ADDED AS PART OF THE ALTERATION SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. THIS EXCEPTION SHALL NOT APPLY TO THE FOLLOWING: 1. ALTERATIONS FOR ACCESSIBILITY REQUIRED BY SECTION 306 2. ALTERATIONS THAT CONSTITUTE SUBSTANTIAL IMPROVEMENT IN FLOR HAZARD AREAS, WHICH SHALL COMPLY WITH SECTIONS 503.2, 701.3 OR 1301.3.3. 3. STRUCTURAL PROVISIONS OF SECTIONS 304, CHAPTER 5 OR TO THE STRUCUTRAL PROVISIONS OF SECTIONS 706, 805 AND 906. 301.3.2 WORK AREA COMPLIANCE METHOD: ALTERATIONS, ADDITIONS AND CHANGES OF OCCUPANCY COMPLYING WITH THE APPLICABLE REQUIREMENTS OF CHAPTERS 6 THROUGH 12 OF THIS CODE SHALL BE CONSIDERED IN COMPLIANCE WITH THE PROVISIONS OF THIS CODE. 302.1 DANGEROUS CONDITIONS: THE CODE OFFICIAL SHALL HAVE THE ATHORITY TO REQUIRE THE ELIMINATION OF CONDITIONS DEEMED DANGEROUS. 302.2 ADDITIONAL CODES: THIS PROJECT SHALL COMPLY WITH THE LATEST EDITION OF CODES ADOPTED BY THE AUTHORITY HAVING JURISDICTION: STATE OF MONTANA AND THE CITY OF BOZEMAN: 2021 INTERNATIONAL BUILDING CODE (IBC) 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021 INTERNATIONAL MECHANICAL CODE (IMC) 2021 INTERNATIONAL FUEL GAS CODE (IFGC) 2021 UNIFORM PLUMBING CODE (IAMPO) 2020 NATIONAL ELECTRIC CODE (NEC) 2021 INTERNATIONAL FIRE CODE (IFC) 2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2017 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ICC A117.1) 302.3 EXISTING MATERIALS: MATERIALS ALREADY IN USE IN A BUILDING IN COMPLIANCE WITH REQUIREMENTS OR APPROVALS IN EFFECT AT THE TIME OF THE ERECTION OR INSTALLATION SHALL BE PERMITTED TO REMAIN IN USE UNLESS DETERMINED BY TE CODE OFFICIAL TO BE UNSAFE. 302.4 NEW AND REPLACEMENT MATERIALS: EXCEPT AS THERWISE REQUIRED OR PERMITTED BY THIS CODE, MATERIALS PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SALL BE USED. LIKE MATERIALS SHALL BE PERMITTED FOR REPAIRS AND ALTERATIONS, PROVIDED THAT UNSAFE CONDITIONS ARE NOT CREATED. HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE CODE FOR NEW CONSTRUCTION WOULD NOT PERMIT THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY, PURPOSE AND LOCATION. 302.4.1 NEW STRUCTURAL MEMBERS AND CONNECTIONS NEW STRUCTURAL MEMBERS AND CONNECTIONS SHALL COMPLY WITH THE DETAILING OF THE 2021 INTERNATIONAL BUILDING CODE FOR NEW BUILDINGS OF SIMILAR STRUCTURE, PRUPOSE AND LOCATION. 306.2 DESIGN BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH THIS CODE AND THE ALTERATION AND EXISTING BUILDING PROVISIONS IN ICC A117.1, AS APPLICABLE 306.3 MAINTENANCE AND REPAIR A FACILITY THAT IS CONSTRUCTED OR ALTERED TO BE ACCESSIBLE SHALL BE MAINTAINED ACCESSIBLE DURING OCCUPANCY. REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE MAINTAINED FURING CONSTRUCTION, DEMOLITION, REMODELING OR ALTERATIONS TO ANY OCCUPIES BUILDING. 306.4 EXTENT OF APPLICATION. AN ALTERATION OF AN EXISTING FACILITY SHALL NOT IMPOSE A REQUIREMENT FOR GREATER ACCESSIBILITY THAN THAT WHICH WOULD BE REQUIRED FOR NEW CONSTRUCTION. 306.7 ALTERATIONS A FACILITY THAT IS ALTERED SHALL COMPLY WITH THE APPLICABLE PROVISIONS IN CHAPTER 11 OF THE 2021 INTERNATIONAL BUILDING CODE, ICC A117.1 AND THE PROVISIONS OF SECTIONS 306.7.1 THROUGH 306.7.16, UNLESS TCHNICALLY INFEASIBLE. WHERE COMPLIANCE WITH THIS SECTION IS TECHNICALLY INFEASIBLE, THE ALTERATION SHALL PROVIDE ACCESS TO THE MAXIMUM EXTENT TECHNICALLY FEASIBLE. 306.7.2 ACCESSIBLE MEANS OF EGRESS ACCESSIBLE MEANS OF EGRESS REQUIRED BY CHAPTER 10 OF THE 2021 INTERNATIONAL BUILDING CODE ARE NOT REQUIRED TO BE ADDED IN THE EXISTING FACILITIES. 306.7.5 ENTRANCES WHERE AN ALTERATION INCLUDES ALTERATIONS TO AND ENTRANCE THAT IS NOT ACCESSIBLE, AND THE FACILITY HAVE AN ACCESSIBLE ENTRANCE, THE ALTERED ENTRANCE IS NOT REQUIRED TO BE ACCESSIBLE UNLUSS REQUIRED BY SECTION 306.7.1. SIGNS COMPLYING WITH SECTION 1112 OF THE 2021 INTERNATIONAL BUILDING CODE SHALL BE PROVIDED. NEW ENTRANCE SIGANGE TO COMPLY W/ 2021 IBC -SEE CODE REVIEW SECTION 1112 306.7.10 DETERMINATION OF NUMBER OF UNITS WHERE CHAPTER 11 OF THE 2021 INTERNATIONAL BUILDING CODE REQUIRES ACCESSIBLE, TYPE A OR TYPE B UNITS AND WHERE SUCH UNITS ARE BEING ALTERED OR ADDED, THE NUMBER OF ACCESSIBLE, TYPE A AND TYPE B UNITS SHALL BE DETERMINED IN ACCORDANCE WITH SECTIONS 306.7.10.1 THROUGH 306.7.10.3 306.7.10.1 ACCESSIBLE DWELLING OR SLEEPING UNITS WHERE GROUP I-1, I-2, I-3, R-1, R-2 OR R-4 DWELLING OR SLEEPING UNITS ARE BEING ALTERED OR ADDED, THE REQUIREMENTS OF SECTION 1108 OF THE 2021 INTERNATIONAL BUILDING CODE FOR ACCESSIBLE UNITS APPLY ONLY TO THE QUANTITY OF SPACES BEING ALTERED OR ADDED. 306.7.10.3 TYPE B DWELLING OR SLEEPING UNITS WHERE FOUR OR MORE GROUP I-1, I-2, R-1, R-2, R-3 OR R-4 DWELLING OR SLEEPING UNITS ARE BEING ADDED, THE REQUIREMENTS OF SECTION 1108 OF THE 2021 INTERNATIONAL BUILDING CODE FOR TYPE B UNITS APPLY ONLY TO THE QUANTITY OF THE SPACES BEING ADDED. WHERE GROUP I-1, I-2, R-1, R-2, R-3 OR R-4 DWELLING OR SLEEPING UNITS ARE BEING ALTERED AND WHERE THE WORK AREA IS GREATER THAN 50 PERCENT OF THE AGGREGATE AREA OF THE BUILDING, THE REUIREMENT OF SECTION 1108 OF THE 2021 INTERNATIONAL BUILDING CODE FOR TYPE B UNITS APPLY ONLY TO THE QUANTITY OF THE SPACES BEING ALTERED. ALL ALTERATIONS TO UNITS ARE TO COMPLY W/ 2021 IBC -SEE CODE REVIEW SECTION 1108 306.7.11 TOILET ROOMS WHERE IT IS TECHNICALLY INFEASIBLE TO ALTER EXISTING TOILET ROOMS TO BE ACCESSIBLE, ONE ACCESSIBLE SINGLE-USER TOILET ROOM OR ONE ACCESSIBLE FAMILY OR ASSISTED -USE TOILET ROOM CONSTRUCTED IN ACCORDANCE WITH SECTION 1110.2.1 OF THE 2021 INTERNATIONAL BUILDING CODE IS PERMITTED. THIS TOILET ROOM SHALL BE LOCATED ON THE SAME FLOOR AND IN THE SAME AREA AS THE EXISTING TOILET ROOMS. AT THE INACCESSIBLE TOILET ROOMS, DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST SUCH TOILET ROOM SHALL BE PROVIDED. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, AND SIGN CHARACTERS SHALL MEET THE VISUAL CHARACTER REQUIREMENTS IN ACCORDANCE WITH ICC A117.1. TOILET ROOMS TO COMPLY W/ THE 2021 IBC -SEE CODE REVIEW SECTION 1110.2.1 AND SIGNAGE REQUIREMENTS IN THE 2017 ICC A117.1 306.7.12 BATHING ROOMS WHERE IT IS TECHNICALLY INFEASIBLE TO ALTER EXISTING BATHING ROOMS TO BE ACCESSIBLE, ONE ACCESSIBLE SINGLE-USER BATHING ROOM OR ONE ACCESSIBLE FAMILY OR ASSISTED -USE BATHING ROOM CONSTRUCTED IN ACCORDANCE WITH SECTION 1110.2.1 OF THE 2021 INTERNATIONAL BUILDING CODE IS PERMITTED. THIS ACCESSIBLE BATHING ROOM SHALL BE LOCATED ON THE SAME FLOOR AND IN THE SAME AREA AS THE EXISTING BATHING ROOMS. AT THE INACCESSIBLE BATHING ROOMS, DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST SUCH BATHING ROOM SHALL BE PROVIDED. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, AND SIGN CHARACTERS SHALL MEET THE VISUAL CHARACTER REQUIREMENTS IN ACCORDANCE WITH ICC A117.1. BATHING ROOMS TO COMPLY W/ THE 2021 IBC -SEE CODE REVIEW SECTION 1110.2.1 AND SIGNAGE REQUIREMENTS IN THE 2017 ICC A117.1 307.1 SMOKE ALARMS WHERE AN ALTERATION, ADDITION, CHANGE OF OCCUPANCY OR RELOCATION OF A BUILDING IS MADE TO AN EXISTING BUILDING OR STRUCTURE OF A GROUP R AND I-1 OCCUPANCY, THE EXISTING BUILDING SHALL BE PROVIDED WITH SMOKE ALARMS IN ACCORDANCE WITH THE 2021 INTERNATIONAL FIRE CODE OR SECTION R314 OF THE INTERNATIONAL RESIDENTIAL CODE. XCEPTIONS: WORK CLASSIFIED AS LEVEL 1 ALTERATIONS IN ACCORDANCE WITH CHAPTER 7 PROJECT TO COMPLY -SEE APPLICABLE CODES 308.1 CARBON MONOXIDE DETECTION WHERE AN ADDITION, ALTERATION, CHANGE OF OCCUPANCY OR RELOCATION OF A BUILDING IS MADE TO GROUP I-1, I-2, I-4 AND R OCCUPANCIES AND CLASSROOMS OF GROUP E OCCUPANCIES, THE EXISTING BUILDING SHALL BE PROVIDED WITH CARBON MONOXIDE DETECTION IN ACCORDANCE WITH THE 2021 INTERNATIONAL FIRE CODE OR SECTION R314 OF THE INTERNATIONAL RESIDENTIAL CODE. EXCEPTIONS: 1. WORK INVOLVING THE EXTERIOR SURFACES OF BUILDING, SUCH AS THE REPLACEMENT OF ROOFING OR SIDING, THE ADDITION OR REPLACEMENT OF WINDOWS OR DOORS, OR THE ADDITION OF PORCHES OR DECKS. 2. INSTALLATION, ALTERATION OR REPAIRS OF PLUMBING OR MECHANICAL SYSTEMS, OTHER THAN FUEL-BURNING APPLIANCES. 3. WORK CLASSIFIED AS LEVEL 1 ALTERATIONS IN ACCORDANCE WITH CHAPTER 7. PROJECT TO COMPLY -SEE APPLICABLE CODES 309.2 ADDITIONS AND REPLACEMENTS WHERE AN EXTERIOR WALL COVERING OR EXTERIOR WALL ENVELOPE IS ADDED OR REPLACED, THE MATERIALS AND METHODS USED SHALL COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION IN CHAPTER 14 AND CHAPTER 26 OF THE 2021 INTERNATIONAL BUILDING CODE IF THE ADDED OR REPLACED EXTERIOR WALL COVERING OR EXTERIOR WALL ENVELOPE INVOLVES TWO OR MORE CONTIGUOUS SOTRIES AND COMPRISES MORE THAN 15 PERCENT OF THE TOTAL WALL AREA ON ANY SIDE OF THE BUILDING PROJECT TO COMPLY -VERIFY NO EXTERIOR ALTERATIONS EXCEED 15% ON ANY FACADE, OR EXCEEDS 1 STORY IN HEIGHT -IF PROJECT DOES EXCEED THE REQUIREMENTS SEE CHAPTERS 14 AND 26 OF THE 2021 IBC CHAPTER 4 -REPAIRS PROJECT COMPLIES -NO EXPECTED REPAIRS, ONLY ALTERATIONS TO EXISTING SPACE ARE EXPECTED -VERIFY EXPECTATIONS W/ CODE OFFICIAL CHAPTER 5 -PERSCRIPTIVE COMPLIANCE METHOD PROJECT COMPLIES -CHAPTER 5 IS NOT APPLICABLE -PROJECT IS APPLICABLE TO SECTION 301.3.2 NOT 301.3.1 CHAPTER 6 -CLASSIFICATION OF WORK 604.1 SCOPE LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE BUILDING AREA. LEVEL 2 ALTERATIONS INCLUDE THE ADDITION OR ELEMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT, AND SHALL APPLY WHERE THE WORK AREA IS EQUAL TO OR LESS THAN 50 PERCENT OF THE BUILDING AREA. LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT OR FIXTURES THAT SERVE THE SAME PURPOSE. 604.2 APPLICATION LEVEL 3 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPETERS 7 AND 8 FOR LEVEL 1 AND 2 ALTERATIONS, RESPECTIVELY, AS WELL AS THE PROVISIONS OF CHAPTER 9. PROJECT TO COMPLY AS A LEVEL 3 ALTERATION -SEE CODE REVIEW OF SECTIONS 7,8, & 9 605.2 APPLICATION CHANGES OF OCCUPANCY SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 10. PROJECT TO COMPLY -SEE CHAPTER 10 CODE REVIEW CHAPTER 7 -ALTERATIONS LEVEL 1 701.2 CONFORMANCE AN EXISTING BUILDING OR PORTION THEREOF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE THAN ITS EXISTING CONDITIONS PROJECT COMPLIES -BUILDING IS NOT BEING ALTERED TO REDUCE THE CURRENT LEVEL OF SAFETY 702.2 INTERIOR FINISHES NEWLY INSTALLED INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE INTERNATIONAL BUILDING CODE 702.2 INTERIOR FLOOR FINISH NEW INTERIOR LOOR FINISH, INCLUDING NEW CARPETING USED AS AN INTERIOR FLOOR FINISH MATERIAL, SHALL COMPLY WITH SECTION 804 OF THE INTERNATIONAL BUILDING CODE. 702.3 INTERIOR TRIM NEWLY INSTALLED INTERIOR TRIM MATERIALS SHAL COMPLY WITH SECTION 806 OF THE INTERNATIONAL BUILDING CODE. PROJECT TO COMPLY -CONFIRM REQUIREMENTS IN CHAPTER 8 OF THE IBC 702.7 MATERIALS AND METHODS NW WORK SHAL COMPLY WITH THE MATERIALS AND METHODS REQUIREMENTS IN THE INTERNATIONAL BUILDING CODE, INTERNATIONAL ENERGY CONSERVATION CODE, INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL PLUMBING CODE, AS APPLICABLE, THAT SPECIFY MATERIAL STANDARDS, DETAIL OF INSTALLATION AND CONNECTION, JOINTS, PENETRATIONSAND CONTINUITY OF ANY ELEMENT, COMPONENT OR SYSTEM IN THE BUILDING. 702.7.1 INTERNATIONAL FUEL GAS CODE THE FOLLOWING SECTIONS OF THE INTERNATIONAL FUEL GAS CODE SHALL CONSTITUTE THE FUEL GAS MATERIALS AND METHODS REQUIREMENTS FOR LEVEL 1 ALTERATIONS. 1. CHAPTER 3, ENTITLED "GENERAL REQUIREMENTS," EXCEPT SECTIONS 303.7 AND 306 2. CHAPTER 4, ENTITLED "GAS PIPING INSTALLATIONS," EXCEPT SECTIONS 401.8 AND 402.3 2.1 SECTIONS 401.8 AND 402.3 SHALL APPLY WHERE THE WORK BEING PREFORMED INCREASES THE LOAD ON THE SYSTEM SUCH THAT THE EXISTING PIPE DOES NOT MEET THE SIZE REQUIRED BY CODE. EXISTING SYSTEMS THAT ARE MODIFIED SHALL NOT REQUIRE RESIZING AS LONG AS THE LOAD ON THE SYSTEM IS NOT INCREASED AND THE SYSTEM LENGTH IS NOT INCREASED EVEN IF THE ALTERED SYSTEM DOES NOT MEET CODE MINIMUMS. PROJECT TO COMPLY -CDS TO VERIFY THE ADDITIONAL GAS LOADS FOR RANGES DO NOT EXCEED THE REQUIREMENTS OF THE EXISTING SYSTEM 703.1 GENERAL ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF FIRE PROTECTION PROVIDED. PROJECT COMPLIES -ALL ALTERED ELEMENTS MEET THE FIRE RATINGS REQUIRED 704.1 GENERAL ALTERATIONS SHALL BE DONE IN A MANNED THAT MAINTAINS THE LEVEL OF PROTECTION PROVIDED FOR THE MEANS OF EGRESS. PROJECT COMPLIES -NO ALTERATIONS DECREASE THE LEVEL OF PROTECTION PROVIDED FOR THE MEANS OF EGRESS -SEE REQUIREMENTS OF CHAPTER 8 & 9 FOR ADDITIONAL REQUIREMENTS FOR MEANS OF EGRESS SECTION 705 REROOFING PROJECT COMPLIES -NO REROOFING INTENDED FOR THIS PORJECT SECTION 706 STRUCTURAL PROJECT TO COMPLY -DCI TO VERIFY REQUIREMENTS BASED ON LEVEL OF ALTERATION -SEE CHAPTER 8 AND 9 FOR ADDITIONAL MEASURES SECTION 707 ELECTRICAL PROJECT TO COMPLY -CDS TO VERIFY THE LEVEL OF ALTERATION REQUIREMENTS -SEE CHAPTER 9 AND CHAPTER 9 FOR ADDITIONAL REQUIREMENTS CHAPTER 8 -ALTERATIONS LEVEL 2 801.2 ALTERATION LEVEL 1 COMPLIANCE IN ADDITIONAL TO THE REQUIREMENTS OF THIS CHAPTER, ALL WORK SHALL COMPLY WITH THE REQUIRMENTS OF CHAPTER 7 PROJECT TO COMPLY -VERIFY APPLICABLE CODES FROM CHAPTER 7 OF THE 2021 IEBC 801.3 SYSTEM INSTALLATIONS REQUIREMENTS RELATED TO WORK AREA ARE NOT APPLICABLE WHERE THE LEVEL 2 ALTERATIONS ARE LIMITED SOLELY TO ONE OR MORE OF THE FOLLOWING: 1. MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, FIRE PROTECTION SYSTEMS AND ABETMENT OF HAZARDOUS MATERIALS 2. WINDOWS, HARDWARE, OPERATING CONTROLS, ELECTRICAL OUTLETS AND SIGNS. 3. ALTERATIONS UNDERTAKEN FOR THE PRIMARY PURPOSE OF INCREASING THE ACCESSIBILITY OF A FACILITY PROJECT TO COMPLY -ITEMS 1 & 2 ARE NOT INCLUSIVE TO THE WORK AREA, ROOMS, WALLS, DOORS, AND PLUMBING BECOME THE PRIMARY DEFINING FACTORS OF WORK AREA FOR LEVEL 2 ALTERATIONS 801.4 COMPLIANCE NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS AND SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATION BUILDING CODE. EXCEPTIONS: 1. WHERE WINDOWS ARE ADDED THEY ARE NOT REQUIRED TO COMPLY WITH THE LIGHT AND VENTILATION REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 2. NEWLY INSTALLED ELECTRICAL EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 806 3. THE LENGTH OF DEAD-END CORRIDORS IN NEWLY CONSTRUCTED SPACES SHALL ONLY BE REQUIRED TO COMPLY WITH THE PROVISIONS OF SECTION 804.7 4. THE MINIMUM CEILING HEIGHT OF THE NEWLY CREATED HABITABLE AND OCCUPIABLE SPACES ARE CORRIDORS SHALL BE 7 FEET. 5. WHERE PROVIDED IN BELOW-GRADE TRANSPORTATION STATIONS, EXISTING AND NEW ESCALATORS SHALL BE PERMITTED TO HAVE A CLEAR WIDTH OF LESS THAN 32 INCHES. 6. NEW STRUCTURAL MEMBERS AND CONNECTIONS SHALL BE PERMITTED TO COMPLY WITH ALTERNATIVE DESIGN CRITERIA IN ACCORDANCE WITH SECTION 302. PROJECT TO COMPLY -VERIFY SECTIONS 806 AND 804.7 OF THE IEBC FOR APPLICABLE CODES 802.2.1 EXISTING VERTICAL OPENINGS EXISTING INTERIOR VERTICAL OPENINGS CONNECTION TWO OR MORE FLOORS SHALL BE ENCLOSED WITH APPROVED ASSEMBILES HAVING A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR WITH APPROVED OPENING PROTECTIVES EXCEPTIONS: 11. IN GROUP R-2 OCCUPANCIES, A MINIMUM 30 MINUTE ENCLOSURE SHALL BE PROVIDED TO PROTECT ALL VERTICAL OPENINGS NOT EXCEEDING THREE STORIES. THIS ENCLOSURE, OR THE ENCLOSUE SPECIFIED IN SECTION 802.2.1, SHALL NOT BE REQUIRED IN THE FOLLOWING LOCATIONS. 11.2 BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM PROJECT COMPLIES -VERIFY THE INSTALLED SPRINKLER SYSTEM IS APPROVED BY THE BUILDING CODE OFFICIAL 802.2.2 SUPPLEMENTAL SHAFT AND FLOOR OPENING ENCLOSURE REQUIREMENTS WHERE THE WORK AREA ON ANY FLOOR EXCEEDS 50 PERCENT OF THAT FLOOR AREA, THE ENCLOSURE REQUIREMENTS OF SECTION 802.2 SHALL APPLY TO VERTICAL OPENINGS OTHER THAN STAIRWAYS THROUGHOUT THE FLOOR. EXCEPTION: VERTICAL OPENINGS LOCTED IN TENANT SPACES THAT ARE ENTIRELY OUTSIDE OF THE WORK AREA. PROJECT TO COMPY -VERIFY THE PERCENTAGE OF ALTERED WORK AREA 802.4 INTERIOR FINISH THE INTERIOR FINISH AND TRIM OF WALLS AND CEILINGS IN EXITS AND CORRIDORS IN ANY WORK AREA SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE EXCEPTION: EXISTING MATERIALS THAT DO NOT COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE SHALL BE PERMITTED TO BE TREATED WITH AN APPROVED FIRE-RETARDANT COATING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO ACHIEVE THE REQUIRED CLASSIFICATION. COMPLIANCE WITH THIS SECTION SHALL BE DEMONSTRATED BY TESTING THE FIRERETARDANT COATING ON THE SAME MATERIAL AND ACHEIVING THE REQUIRED PERFORMANCE. WHERE THE SAME MATERIAL IS NOT AVAILABLE, TESTING ON A SIMILAR MATERIAL SHALL BE PERMITTED. PROJECT TO COMPLY -VERIFY THE EXISTING BUILDING FINISHES COMPLY AND/OR FALL OUTSIDE OF THE WORK AREA, NEW FINISHES TO COMPLY WITH THE 2021 IBC 802.4.1 SUPPLEMENTAL INTERIOR FINISH REQUIREMENTS WHERE THE WORK AREA ON ANY FLOOR EXCEEDS 50 PERCENT OF THE FLOOR AREA, SECTION 802.4 SHALL APPLY TO THE INTERIOR FINISH AND TRIM IN EXITS AND CORRIDORS SERVING THE WORK AREA THROUGHOUT THE FLOOR. EXCEPTION: INTERIOR FINISH WITHIN TENANT SPACES THAT ARE ENTIRELY OUTSIDE THE WORK AREA. PROJECT TO COMPLY -VERIFY THE PERCENTAGE OF ALTERED WORK AREA 802.5.1 MINIMUM REQUIREMENT EVERY PORTION OF A FLOOR, SUCH AS A BALCONY OR A LOADING DOCK, THAT IS MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW AND IS NOT PROVIDED WITH GUARDS, OR THOSE IN WHICH THE EXISTING GUARDS ARE JUDGED TO BE IN DANGER OF COLLAPSING SHALL BE PROVIDED WITH GUARDS. 802.5.2 DESIGN WHERE THERE ARE NO GUARDS OR WHERE EXISTING GUARDS MUST BE REPLACED, THE GUARDS SHAL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. PROJECT COMPLIES -GUARDS ARE BEING PROVIDED IN REQUIRED LOCATIONS AND DESIGNED AS REQUIRED PER THE IBC 803.2.2 GROUPS A, B, E, F-1, H, I-1, I-3, I-4, M, R-1, R-2, S-1 AND S-2 IN BUILDINGS WITH OCCUPANCIES IN GROUPS A, B, E, F-1, H, I-1, I-3, I-4, M, R-1, R-2, S-1 AND S-2, WORK AREAS THAT HAVE EXITS OR CORRIDORS SHARED BY MORE THAN ONE TENANT OR THAT HAVE EXITS OR CORRIDORS SERVING AN OCCUPANT LOAD GREATER THAN 30 SHALL BE PROVIDED WITH AUTOMATIC SPRINKLER PROTECTION WHERE BOTH OF THE FOLLOWING CONDITIONS OCCUR: 1. THE WORK AREA IS REQUIRED TO BE PROVIDED WITH AUTOMATIC SPRINKLER PROTECTION IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AS APPICABLE TO NEW CONSTRUCTION. 2. THE WORK AREA EXCEEDS 50 PERCENT OF THE FLOOR AREA. PROJECT COMPLIES -THE AUTOMATIC SPRINKLER SYSTEM IS EXISTING -CODE OFFICIAL TO VERIFY EXISTING CONDITIONS 803.2.6 SUPERVISION FIRE SPRINKLER SYSTEMS REQUIRED BY THIS SECTION SHALL BE SUPERVISED BY ONE OF THE FOLLOWING METHODS: 1. UNDERGROUND KEY OR HUB GATE VALVES IN ROADWAY BOXES 2. HALOGENATED EXTINGUISHING SYSTEMS 3. CARBON DIOXIDE EXTINGUISHING SYSTEMS 4. DRY-AND WET-CHEMICAL EXTINGUISHING SYSTEM 5. AUTOMATIC SPRINKLER SYSTEMS INSTALLED IN ACCORDANCE WITH NFPA 13R WHERE A COMMON SUPPLY MAIN IS USED TO SUPPLY BOTH DOMESTIC AND AUTOMATIC SPRINKLER SYSTEMS AND A SEPARATE SHUTOFF VALVE FOR THE AUTOMATIC SPRINKLER SYSTEM IS NOT PROVIDED. 803.3 STANDPIPES WHERE THE WORK AREA INCLUDES EXITS OR CORRIDORS SHARED BY MORE THAN ONE TENANT AND IS LOCATED MORE THAN 50 FEET ABOVE OR BELOW THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS, A STANDPIPE SYSTEM SHALL BE PROVIDED. STANDPIPES SHALL HAVE AN APPROVED FIRE DEPARTMENT CONNECTION WITH HOSE CONNECTIONS AT EACH FLOOR LEVEL ABOVE OR BELOW THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. STANDPIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. PROJECT COMPLIES -FIRE MARSHAL TO VERIFY THE ACCEPTANCE OF THE EXISTING SYSTEM 803.4 FIRE ALARM AND DETECTION AN APPROVED FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS 803.4.1 THROUGH 803.4.2. WHERE AUTOMATIC SPRINKLER PROTECTION IS PROVIDED IN ACCORDANCE WITH SECTION 803.2 AND IS CONNECTED TO THE BUILDING FIRE ALARM SYSTEM, AUTOMATIC HEAT DETECTION SHALL NOT BE REQUIRED. AN APROVED AUTOMATIC FIRE DETECTION SYSTEM SHALL BE INSTALLED IN ACCORANCE WITH THE PROVISIONS OF THIS CODE AND NFPA 72. DEVICES, COMBINATIONS OF DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE APPROVED. THE AUTOMATIC FIRE DETECTORS SHALL BE SMOKE DETECTORS, EXCEPT THAT AN APPROVED ALTERNATIVE TYPE OF DETECTOR SHALL BE INSTALLED IN SPACES SUCH AS BOILER ROOMS, WHERE PRODUCTS OF COMBUSTION ARE PRESENT DURING NORMAL OPERATION IN SUFFICIENT QUANTITY TO ACTUATE A SMOKE DETECTOR. PROJECT TO COMPLY -CODE OFFICIAL TO APPROVE AND VERIFY THE EXISTING CONDITIONS 803.4.1 OCCUPANCY REQUIREMENTS A FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS 803.4.1.1 THROUGH 803.4.1.6. EXISTING ALARM-NOTIFICATION APPLIANCES SHALL BE AUTOMATICALLY ACTIVATED THROUHGOUT THE BUILDING. WHERE TH BUILDING IS NOT EQUIPPED WITH A FIRE ALARM SYSTEM, ALARM-NOTIFICATION APPLIANCES WITHIN THE WORK AREA SHALL BE PROVIDED AND AUTOMATICALLY ACTIVATED. EXCEPTIONS: 1. OCCUPANCIES WITH AN EXISTING, PREVIOUSLY APPROVED FIRE ALARM SYSTEM. 2. WHERE SELECTIVE NOTIFICATION IS PERMITTED, ALARM-NOTIFICATION APPLIANCES SHALL BE AUTOMATICALLY ACTIVATED IN THE AREAS SELECTED. 803.4.1.6 GROUP R-2 A FIRE ALARM SYSTEM SHALL BE INSTALLED I WORK AREAS OF GROUP R-2 APARTMENT BUILDINGS AS REQUIRED BY THE INTERNATIONAL FIRE CODE FOR EXISTING FROUP R-2 OCCUPANCIES. PROJECT TO COMPLY -CODE OFFICIAL TO VERIFY IF THE EXISTING SYSTEM IS ADEQUATE 804.2 GENERAL THE MEANS OF EGRESS SHALL COMPLY WITH THR REQUIREMENTS OF THIS SECTION. EXCEPTIONS: 1. WHERE THE WORK AREA AND THE MEANS OF EGRESS SERVING IT COMPLIES WITH NFPA 101 2. MEANS OF EGRESS COMPLYING WITH THE REQUIREMENTS OF THE BUILDING CODE UNDER WHICH THE BUILDING WAS CONSTRUCTED SHALL BE CONSIDERED TO BE COMPLIANT MEANS OF EGRESS IF, IN THE OPINION OF THE CODE OFFICIAL, THEY DO NOT CONSTITUTE A DISTINCT HAZARD TO LIFE. PROJECT TO COMPLY -BUILDING CODE OFFICIAL TO VERIFY IS THE EXISTING MEANS OF EGRESS IS ACCEPTABLE 804.4.1 MINIMUM NUMBER EVERY STORY UTILIZED FOR HUMAN OCCUPANCY ON WHICH THERE IS A WORK AREA THAT INCLUDES EXITS OR CORRIDORS SHARED BY MORE THAN ONE TENANT WITHIN THE WORK AREA SHALL BE PROVIDED WITH THE MINIMUM NUMBER OF EXITS BASED ON THE OCCUPANCY AND THE OCCUPANT LOAD IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. IN ADDITION, THE EXITS SHALL COMPLY WITH SECTIONS 804.4.1.1 AND 804.4.1.2. 804.4.1.2 FIRE ESCAPES REQUIRED FOR OTHER AND GROUP I-2, WHERE MORE THAN ONE EXIT IS REQUIRED, AN EXISTING OR NEWLY CONSTRUCTED FIRE ESCAPE COMPLYING WITH SECTION 804.4.1.2.1 SHALL BE ACCEPTED AS PROVIDING ONE OF THE REQUIRED MEANS OF EGRESS. 804.4.1.2.1 FIRE ESCAPE ACCESS AND DETAILS FOR OTHER THAN GROUP I-2, WHERE MORE THAN ONE EXIT IS REQUIRED, AN EXISTING OR NEWLY CONSTRUCTED FIRE ESCAPE COMPLYING WITH SECTION 804.4.1.2.1 SHALL BE ACCEPTED AS PROVIDING ONE OF THE REQUIRED MEANS OF EGRESS. PROJECT TO COMPLY, VERIFY MEANS OF EGRESS REQUIREMENTS THROUGH THE CODE PLAN ANALYSIS -IF ADDITIONAL MEANS ARE REQUIRED FIRE ESCAPE SHOULD COMPLY WITH THIS SECTION 804.5.1 TWO EGRESS DOORWAYS REQUIRED WORK AREAS SHALL BE PROVIDED WITH TWO EGRESS DOORWAYS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS 804.5.1.1 AND 8045.1.2 804.5.1.1 OCCUPANT LOAD AND TRAVEL DISTANCE IN ANY WORK AREA, ALL ROOMS AND SPACES HAVING AN OCCUPANT LOAD GREATER THAN 50 OR IN WHICH THE TRAVEL DISTANCE TO AN EXIT EXCEEDS 75 FEET SHALL HAVE NOT FEWER THAN TWO EGRESS DOORWAYS. EXCEPTIONS: 1. STORAGE ROOMS HAVING A MAXIMUM OCCUPANT LOAD OF 10. 2. WHERE THE WORK AREA IS SERVED BY A SINGLE EXIT IN ACCORDANCE WITH SECTION 804.4.1.1 PROJECT TO COMPLY -VERIFY W/ CODE PLAN ANALYSIS 804.5.2 DOOR SWING IN THE WORK AREA AND IN THE EGRESS PATH FROM ANY WORK AREA TO THE EXIT DISCHARGE, ALL EGRESS DOORS SERVING AN OCCUPANT LOAD GREATER THAN 50 SHALL SWING IN THE DIRECTION OF EXIT TRAVEL. PROJECT COMPLIES -ALL EXISTING EGRESS DOORS SWING IN THE DIRECTION OF EXIT TRAVEL 804.5.3 DOOR CLOSING IN ANY WORK AREA, ALL DOORS OPENING ONTO AN EXIT PASSAGEWAY AT GRADE OR AN EXIT STAIRWAY SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING BY LISTED CLOSING DEVICES 804.5.3.1 SUPPLEMENTAL REQUIREMENTS FOR DOOR SWING WHERE THE WORK AREA EXCEED 50 PERCENT OF THE FLOOR AREA, DOOR SWING SHALL COMPLY WITH SECTION 804.5.2 THROUGHOUT THE FLOOR PROJECT COMPLIES -ALL EXISTING EGRESS DOORS ARE SELF-CLOSING 804.6 OPENINGS IN CORRIDOR WALLS OPENINGS IN CORRIDOR WALLS IN ANY WORK AREA SHALL COMPLY WITH SECTIONS 804.6.1 THROUGH 804.6.4. 804.6.1 CORRIDOR DOORS CORRIDOR DOORS IN THE WORK AREA SHALL NOT BE CONSTRUCTED OF HOLLOW CORE WOOD AND SHALL NOT CONTAIN LOUVERS. DWELLING UNIT OR SLEEPING UNIT COORIDOR DOORS IN WORK AREAS IN BUILDINGS OF GROUP R-1, R-2, AND I-1 SHALL NOT BE NOT LESS THAN 1 3/8" SOLID CORE WOOD OR APPROVED EQUIVALENT AND SHALL NOT HAVE ANY GLASS PANELS, OTHER THAN APPROVED WIRED GLASS OR OTHER APPROVED GLAZING MATERIAL IN METAL FRAMES. DWELLING UNIT OR SLEEPING UNIT CORRIDORDOORS IN WORK AREAS IN BUILDINGS OF GROUPS R-1, R-2 AND I-1 SHALL BE EQUIPPED WITH APPROVED DOOR CLOSERS. REPLACEMENT DOORS SHALL BE 1 3/4" SOLID BONDED WOOD CORE OR APPROVED EQUIVALENT, UNLESS THE EXISTING FRAME WILL ACCOMODATE ONLY A 1 3/8" DOOR. EXCEPTIONS: 3. EXISTING DOORS IN BUILDINGS PROTECTED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE REQUIRED ONLY TO RESIST SMOKE, BE REASONABLLY TIGHT FITTING AND SHALL NOT CONTAIN LOUVERS. PROJECT TO COMPLY -WITH BUILDING CODE OFFICAL'S VERIFICATION OF THE EXISTING AUTOMATIC SPRINKLER SYSTEM, EXCEPTION 3 WILL COMPLY. PROJECT TO COMPLY -VERIFY SMOKE SEALS ARE BEING PROVIDED AT EACH DOOR LOCATION PROJECT COMPLIES WITH SECTIONS 804.6.2 AND 804.6.3 BECAUSE THERE ARE NO OTHER OPENING TYPES OTHER THAN DOORS IN THE COORIDORS. 804.10 HANDRAILS THE REQUIREMENTS OF SECTIONS 804.10.1 AND 804.10.2 SHALL APPLY TO HANDRAILS FROM THE WORK AREA FLOOR TO, AND INCLUDING, THE LEVEL OF EXIT DISCHARGE. 804.10.1 MINIMUM REQUIREMENT EVERY REQUIRED EXIT STAIRWAY THAT IS PART OF THE MEANS OF EGRESS FOR ANY WORK AREA AND THAT HAS THREE OR MORE RISERS AND IS NOT PROVIDED WITH NOT FEWER THAN ONE HANDRAIL, OR IN WHICH THE EXISTING HANDRAILS ARE JUDGED TO BE IN DANGER OF COLLAPSING, SHALL BE PROVIDED WITH HANDRAILS FOR THE FULL LENGTH OF THE STAIRWAY ON NOT FEWER THAN ONE SIDE. EXIT STAIRWAYS WITH REQUIRED EGRESS WIDTH OF MORE THAN 66 INCHES SHALL HAVE HANDRAILS ON BOTH SIDES. PROJECT TO COMPLY -BUILDING CODE OFFICIAL TO VERIFY THE EXISTING HANDRAILS ARE ACCEPTABLE 804.11 REFUGE AREA WHERE ALTERATIONS AFFECT THE CONFIGUREATION OF AN AREA UTILIZED AS A REFUGE AREA, THE CAPACITY OF THE REFUGE AREA SHALL NOT BE REDUCED BELOW THE REQUIRED CAPACITY OF THE REFUGE AREA FOR HORIZONTAL EXITS IN ACCORDANCE WITH SECTION 1026.4 OF THE INTERNATIONAL BUILDING CODE. WHERE THE HORIZONTAL EXIT ALSO FORMS A SMOKE COMPARTMENT, THE CAPACITY OF THE REFUGE AREA FOR GROUP I-1, I-2, AND I-3 OCCUPANCIES AND GROUP B AMBULATORY CARE FACILITIES SHALL NOT BE REDUCED BELOW THAT REQUIRED IN SECTIONS 407.5.3, 408.6.2, 420.6.1 AND 422.3.2 OF THE INTERNATIONAL BUILDING CODE AS APPLICABLE. PROJECT COMPLIES -NO ALTERATIONS TO ANY REFUGE AREA, VERIFY THE AREA OF REFUGE IS APPLICABLE IN THE EXISTING LOCATIONS -CONFIRM VIA CODE PLAN ANALYSIS 804.12 GUARDS THE REQUIREMENTS OF SECTIONS 804.12.1 AND 804.12.2 SHALLAPPLY TO GUARDS FROM THE WORK AREA FLOOR TO, AND INCLUDING, THE LEVEL OF EXIT DISCHARGE BUT SHALL BE CONFINED TO THE EGRESS PATH OF ANY WORK AREA. 804.12.1 MINIMUM REQUIREMENT EVERY OPEN PORTION OF A STAIRWAY, LANDING, OR BALCONY THAT IS MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW AND IS NOT PROVIDED WITH GUARDS, OR THOSE PORTIONS IN WHICH EXISTING GUARDS ARE JUDGED TO BE IN DANGER OF COLLAPSING, SHALL BE PROVIDING WITH GUARDS. 804.12.2 DESIGN GUARDS REQUIRED IN ACCORDANCE WITH SECTION 804.12.1 SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. PROJECT TO COMPLY -SEE GUARD REQUIREMENTS IN CHAPTER 10 SECTION 1015 OF THE IBC SECTION 805 STRUCTURAL PROJECT TO COMPLY -DCI TO VERIFY COMPLIANCE WITH THE LEVEL OF ALTERATIONS SECTION 806 ELECTRICAL PROJECT TO COMPLY -CDS TO VERIFY COMPLIANCE WITH THE LEVEL OF ALTERATIONS SECTION 807 MECHANICAL PROJECT TO COMPLY -CDS TO VERIFY COMPLIANCE WITH THE LEVEL OF ALTERATIONS SECTION 808 PLUMBING PROJECT TO COMPLY -CDS TO VERIFY COMPLIANCE WITH THE LEVEL OF ALTERATIONS CHAPTER 9 -ALTERATIONS LEVEL 3 902.2 BOILER AND FURNACE EQUIPMENT ROOMS BOILER AND FURNACE EQUIPMENT ROOMS ADJACENT TO OR WITHIN FROUP I-1, I-2, I-4, R-1, R-2 AND R-4 OCCUPANCIES SHALL BE ENCLOSED BY 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. EXCEPTIONS: 1. STEAM BOILER EQUIPMENT OPERATING AT PRESSURES OF 15 POUNDS PER SQUARE INCH GAUGE (PSIG) (103.2 kPa) OR LESS IS NOT REQUIRED TO BE ENCLOSED 2. HOT WATER BOILERS OPERATING AT PRESSURES OF 170 PSIG (1171 kPa) OR LESS ARE NOT REQUIRED TO BE ENCLOSED 3. FURNACE AND BOILER EQUIPMENT WITH 400,000 BRITISH THERMAL UNITS (BTU) (4.22x108 J) PER HOUR INPUT RATING OR LESS IS NOT REQUIRED TO BE ENCLOSED. 4. FURNACE ROOMS PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM ARE NOT REQUIRED TO BE ENCLOSED. **CDS TO VERIFY SYSTEM COMPLIES** 904.1.4 GROUPS A, B, E, F-1, H, I-1, 1-3, 1-4, M, R-1, R-2, R-4, S-1 AND S-2 IN BUILDINGS WITH OCCUPANCIES IN GROUPS A, B, E, F-1, H, I-1, 1-3, 1-4, M, R-1, R-2, R-4, S-1 AND S-2 WORK AREAS SHALL BE PROVIDED WITH AUTOMATIC SPRINKLER PROTECTION WHERE ALL THE FOLLOWING CONDITIONS OCCUR: 1. THE WORK AREA IS REQUIRED TO BE PROVIDED WITH AUTOMATIC SPRINKLER PROTECTION IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING CODE AS APPLICABLE TO NEW CONSTRUCTION. 2. THE BUILDING SITE HAS SUFFICIENT MUNICIPAL WATER SUPPLY FOR DESIGN AND INSTALLATION OF AN AUTOMATIC SPRINKLER SYSTEM. EXCEPTION: IF THE BUILDING SITE DOES NOT HAVE SUFFICIENT MUNICIPAL WATER SUPPLY FOR DESIGN OF AN AUTOMATIC SPRINKLER SYSTEM, WORK AREAS SHALL BE PROTECTED BY AND AUTOMATIC SMOKE DETECTION SYSTEM THROUGHOUT ALL OCCUPIABLE SPACES OTHER THAN SLEEPING UNITS OR INDIVIDUAL DWELLING UNITS THAT ACTIVATES THE OCCUPANT NOTIFICATION SYSTEM I ACCORDANCE WITH SECTIONS 907.4, 907.5, AND 907.6 OF THE 2021 INTERNATIONAL BUILLDING CODE. **CDS TO VERIFY SYSTEM COMPLIES** 904.2 FIRE ALARM AND DETECTION SYSTEMS FIRE ALARM AND DETECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 907 OF THE 2021 INTERNATIONAL BUILDING CODE AS REQUIRED FOR NEW CONSTRUCTION. 904.2.1 MANUAL FIRE ALARM SYSTEMS WHERE REQUIRED BY THE 2021 INTERNATIONAL BUILDING CODE, A MANUAL FIRE ALARM SYSTEM SHALL BE PROVIDED THROUGHOUT THE WORK AREA. ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED ON SUCH FLOORS AND SHALL BE AUTOMATICALLY ACTIVATED AS REQUIRED BYT THE 2021 INTERNATIONAL BUILDING CODE. EXCEPTIONS: 1. ALARM-INITIATING AND NOTIFICATION APPLIANCES SHALL NOT BE REQUIRED TO BE INSTALLED IN TENANT SPACES OUTSIDE OF THE WORK AREA. 2. VISUAL ALARM NOTIFICATION APPLIANCES ARE NOT REQUIRED, EXCEPT WHERE AND EXISTING ALARM SYSTEM IS UPGRADED OR REPLACED OR WHERE A NEW FIRE ALARM SYSTEM IS INSTALLED. PROJECT TO COMPLY -PROVIDE AUTOMATIC, MANUAL & AUTOMATIC NOTIFICATION ALARM SYSTEMS PER 2021 IBC 905.2 MEANS OF EGRESS LIGHTING MEANS OF EGRESS FROM THE HIGHEST WORK AREA FLOOR TO THE FLOOR TO THE FLOOR OF EXIT DISCHARGE SHALL BE PROVIDED WITH ARTIFICIAL LIGHTING WITHIN THE EXIT ENCLOSURE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2021 INTERNATIONAL BUILDING CODE. 905.3 EXIT SIGNS MEANS OF EGRESS FROM THE HIGHEST WORK AREA FLOOR TO THE FLOOR OF EXIT DISCHARGE SHALL BE PROVIDED WITH EXIT SIGNS IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2021 INTERNATIONAL BUILDING CODE. PROJECT TO COMPLY -VERIFY APPLICABLE CODES FROM 2021 IBC 906.2 EXISTING STRUCTURAL ELEMENTS RESISTING LATERAL LOADS WHERE WORK INVOLVES A SUBSTANTIAL STRUCTURAL ALTERATION, THE LATERAL LOAD-RESISTING SYSTEM OF THE ALTERED BUILDING SHALL BE SHOWN TO SATISFY THE REQUIREMETS OF SECTIONS 1609 AND 1613 OF THE 2021 INTERNATIONAL BUILDING CODE. REDUCED SEISMIC FORCES SHALL BE PERMITTED. EXCEPTIONS: 1. BUILDINGS OF GROUP R OCCUPANCY WITH NOT MORE THAN FIVE DWELLING OR SLEEPING UNITS USED SOLELY FOR RESIDENTIAL PURPOSES THAT ARE ALTERED BAED ON THE CONVENTIONAL LIGHT- FRAM CONSTRUCTION METHODS OF THE 2021 INTERNATIONAL BUILDING CODE OR IN COMPLIANCE WITH THE PROVISIONS OF THE INTERNATIONAL RESIDENTIAL CODE. 2. WHERE THE INTENDED ALTERATION INVOLVES ONLY THE LOWEST SOTRY OF A BUILDING, ONLY THE LATERAL LOAD RESISTING COMPONENTS IN AND BELOW THAT STORY NEED COMPLY WITH THIS SECTION. PROJECT TO COMPLY -DCI TO VERIFY SECTIONS 906.3 -906.7 PROJECT TO COMPLY -DCI TO VERIFY 907.1 MINIMUM REQUIREMENTS LEVEL 3 ALTERATIONS TO BUILDINGS OR STRUCTURS ARE PERMITTED WITHOUT REQUIRING THE ENTIRE BUILDING OR STRUCTURE TO COMPLY WITH THE ENERGY REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE OR THE INTERNATIONAL RESIDENTIAL CODE. THE ALTERATIONS SHALL CONFORM TO THE ENERGY REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE OR INTERNATIONAL RESIDENTIAL CODE AS THEY RELATE TO NEW CONSTRUCTION ONLY. PROJECT TO COMPLY -VERIFY NEW/ALTERED CONDITIONS COMPLY WITH 2021 IECC OR IRC CHAPTER 10 -CHANGE OF OCCUPANCY 1001.2 CERTIFICATE OF OCCUPANCY A CHANGE OF OCCUPANCY OR A CHANGE OF OCCUPANCY WITHIN A SPACE WHERE THERE IS A DIFFERENT FIRE PROTECTION THRESHOLD REQUIREMENT IN CHAPTER 9 OF THE INTERNATIONAL BUILDING CODE SHALL NOT BE MADE TO ANY STRUCTURE WITHOUT THE APPROVAL OF THE CODE OFFICIAL. A CERTIFICATE OF OCCUPANCY SHALL BE ISSUED WHERE IT HAS BEEN DETERMINED THAT THE REQUIREMENTS FOR THE CHANGE OF OCCUPANCY HAVE BEEN MET. 1001.2.2 CHANGE OF OCCUPANCY CLASSIFICATION OR GROUP WHERE THE OCCUPANCY CLASSIFICATION OF A BUILDING CHANGES, THE PROVISIONS OF SECTIONS 1002 THROUGH 1011 SHALL APPLY. THIS INCLUDES A CHANGE OF OCCUPANCY CLASSIFICATION AND A CHANGE TO ANOTHER GROUP WITHIN AN OCCUPANCY CLASSIFICATION. PROJECT TO COMPLY -CODE OFFICIAL TO VERIFY OCCUPANCY CLASSIFICATION CHANGE 1003.1 GENERAL BUILDING ELEMENTS AND MATERIALS IN PORTIONS OF BUILDING UNDERGOING A CHANGE OF OCCUPANCY CLASSIFICATION SHALL COMPLY WITH SECTION 1011. 1004.1 GENERAL FIRE PROTECTION REQUIREMENTS OF SECTION 1011 SHALL APPLY WHERE A BUILDING OR PORTIONS THEROF UNDERGO A CHANGE OF OCCUPANCY CLASSIFICATION OR WHERE THERE IS A CHANGE OF OCCUPANCY WITHIN A SPACE WHERE THERE IS A DIFFERENT FIRE PROTECTION SYSTEM THERSHOLD REQUIREMENT IN CHAPTER 9 OF THE INTERNATIONAL BUILDING CODE. 1005.1 GENERAL MEANS OF EGRESS IN PORTIONS OF BUILDINGS UNDERGOING A CHANGE OF OCCUPANCY CLASSFICATION SHALL COMPLY WITH SECTION 1011. PROJECT TO COMPLY -VERIFY CHAPTER 10 SECTION 1011 IN THE 2021 IEBC 1006.1 THROUGH 1006.4 STRUCTURAL BUILDING TO COMPLY -DCI TO VERIFY ALTERATIONS TO BUILDING AND APPLICABLE 2021 IEBC REQUIRMEENTS 1007.2 UNSAFE CONDITIONS WHERE THE OCCUPANCY OF AN EXISTING BUILDING OR PART OF AN EXISTING BUILDING IS CHANGED, ALL UNSAFE CONDITIONS SHALL BE CORRECTED WITHOUT REQUIRING THAT ALL PARTS OF THE ELECTRICAL SYSTEM COMPLY WITH NFPA 70. 1007.3 SERVICE UPGRADE WHERE THE OCCUPANCY OF AN EXISTING BUILDING OR PART OF AN EXISTING BUILDING IS CHANGED, ELECTRICAL SERVICE SHALL BE UPGRADED TO MEET THE REQUIREMENTS OF NFPA 70 FOR THE NEW OCCUPANCY 1007.4 NUMBER OF ELECTRICAL OUTLETS WHERE THE OCCUPANCY OF AN EXISTING BUILDING OR PART OF AN EXISTING BUILDING IS CHANGED, THE NUMBER OF ELECTRICAL OUTLETS SHALL COMPLY WITH NFPA 70 FOR THE NEW OCCUPANCY. PROJECT TO COMPLY -CDS TO VERIFY APPLICABLE CODES FROM NFPA 70 1008.1 MECHANICAL REQUIREMENTS WHERE THE OCCUPANCY OF AN EXISTING BUILDING OR PART OF AN EXISTING BUILDING IS CHANGED SUCH THAT THE NEW OCCUPANCY IS SUBJECT TO DIFFERENT KITCHEN EXHAUT REQUIREMENTS OR TO INCREASE MECHANICAL VENTILATION REQUIREMENTS IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, THE NEW OCCUPANCY SHALL COMPLY WITH THE RESPECTIVE INTERNATIONAL MECHANICAL CODE PROVISIONS. PROJECT TO COMPLY -CDS TO VERIFY APPLICABLE CODES FROM 2021 IMC 1009.1 INCREASED DEMAND WHERE THE OCCUPANCY OF AN EXISTING BUILDING OR PART OF AN EXISTING BUILDING IS CHANGED SUCH THAT THE NEW OCCUPANCY IS SUBJECT TO INCREASED OR DIFFERENT PLUMBING FIXTURE REQUIREMENTS OR TO INCREASED WATER SUPPLY REQUIREMENTS IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE, THE NEW OCCUPANCY SHALL COMPLY WITH THE INTENT OF THE RESPECTIVE INTERNATIONAL PLUMBING CODE PROVISIONS. EXCEPTION: ONLY WHERE THE OCCUPANT LOAD OF THE STORY IS INCREASED BY MORE THAN 20 PERCENT, PLUMBING FIXTURES FOR THE STORY SHALL BE PROVIDED IN QUANTITIES SPECIFIED IN THE INTERNATIONAL PLUMBING CODE BASED ON THE INCREASED OCCUPANT LOAD. PROJECT TO COMPLY -CDS TO VERIFY APPLICABLE CODES FROM THE 2021 IAMPO 1010.1 LIGHT AND VENTILATION LIGHT AND VENTILATION SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE FOR THE NEW OCCUPANCY. PROJECT TO COMPLY -SMA TO VERIFY APPLICABLE BUILDING CODES FROM THE 2021 IBC 1011.2.1 FIRE SPRINKLER SYSTEM WHERE A CHANGE IN OCCUPANCY CLASSIFICATION OCCURS OR WHERE THERE IS A CHANGE OF OCCUPANCY WITHIN A SPACE THERE IS A DIFFERENT FIRE PROTECTION SYSTEM THERSHOLD REQUIREMENT IN CHAPTER 9 OF THE 2021 INTERNATIONAL BUILDING CODE THAT REQUIRES AN AUTOMATIC SPRINKLER SYSTEM TO BE PROVIDED BASED ON THE NEW OCCUPANCY IN ACCORDANCE WITH CHAPTER 9 OF THE 2021 INTERNATIONAL BUILDING CODE. THE INSTALLATION OF THE AUTOMATIC SPRINKLER SYSTEM SHALL BE REQUIRED WITHIN THE AREA OF THE CHANGE OF OCCUPANCY AND AREAS OF THE BUILDING NOT SEPARATED HORIZONTALLY AND VERTICALLY FROM THE CHANGE OF OCCUPANCY BY ONE OF THE FOLLOWING: 1. NONRATED PERMANENT PARTITION AND HORIZONTAL ASSEMBLIES 2. FIRE PARTITION 3. SMOKE PARTITION 4. SMOKE BARRIER 5. FIRE BARRIER 6. FIRE WALL PROJECT TO COMPLY -EXCEPTIONS DO NOT APPLY FOR THIS PROJECT -VERIFY REQUIRMENTS OF CHAPTER 9 OF THE 2021 IBC 1011.2.2 FIRE ALRAM AND DETECTION SYSTEM WHERE A CHANGE IN OCCUPANCY CLASSIFICATION OCCURS OR WHERE THERE IS A CHANGE OF OCCUPANCY WITHIN A SPACE WHERE THERE IS A DIFFERENT FIRE PROTECTION SYSTEM THERSHOLD REQUIREMENT IN CHAPTER 9 OF THE 2021 INTERNATIONAL BUILDING CODE THAT REQUIRES A FIRE ALARM AND DETECTION SYSTEM TO BE PROVIDED BASED ON THE NEW OCCUPANCY IN ACCORDANCE WITH CHAPTER 9 OF THE 2021 INTERNATIONAL BUILDING CODE, SUCH SYSTEM SHALL BE PROVIDED THROUGHOUT THE AREA WHERE THE CHANGE OF OCCUPANCY OCCURS. EXISTING ALARM NOTIFICATION APPLIANCES SHALL BE AUTOMATICALLY ACTIVATED THROUGHOUT THE BUILDING. WHERE THE BUILDING IS NOT EQUIPPED WITH A FIRE ALARM SYSTEM, ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED THROUGHOUT THE AREA WHERE THE CHANGE OF OCCUPANCY OCCURS IN ACCORDANCE WITH SECTION 907 OF THE 2021 INTERNATIONAL BUILDING CODE AS REQUIRED FOR NEW CONSTRUCTION. PROJECT TO COMPLY -VERIFY TE EXISTING SYSTEMS MEET THE REQUIREMENTS OF SECTION 907 OF THE 2021 IBC 1011.3 INTERIOR FINISH IN AREAS OF THE BUILDING UNDERGOING THE CHANGE OF OCCUPANCY CLASSIFICATION, THE INTERIOR FINISH OF WALLS AND CEILINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE FOR THE NEW OCCUPANCY CLASSIFICATION. PROJECT TO COMPLY -VERIFY CODE REQUIREMENTS OF CHAPTER 8 OF THE 2021 IBC 1011.5.2 MEANS OF EGRESS FOR CHANGE OF USE TO AN EQUAL OR LOWER-HAZARD CATEGORY WHERE A CHANGE OF OCCUPANCY CLASSIFICATION IS MADE TO AN EQUAL OR LESSER-HAZARD CATEGORY (HIGHER NUMBER) AS SHOWN IN TABLE 1011.5, EXISTING ELEMENTS OF THE MEANS OF EGRESS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 905 FOR THE NEW OCCUPANCY CLASSIFICATION. NEWLY CONSTRUCTED OR CONFIGURED MEANS OF EGRESS SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 10 OF THE INTERNATION BUILDING CODE. EXCEPTION: ANY STAIRWAY REPACING AN EXISTING STAIRWAY WITHIN A SPACE WHERE THE PITCH OR SLOPE CANNOT BE REDUCED BECAUSE OF EXISTING CONSTRUCTION SHALL NOT BE REQUIRED TO COMPLY WITH THE MAXIMUM RISER HEIGHT AND MINIMUM TREAD DEPTH REQUIREMENTS. PROJECT TO COMPLY -VERIFY THE CODE REQUIREMENTS IN SECTION 905 OF THE 2021 IBC - CHAPTER 10 VERIFICATION IS NOT REQUIRED, NO NEW MEANS OF EGRESS CREATED AND PER SECTION 306.7.2 OF THE IEBC THE PROJECT IS EXEMPT FROM SAID REQUIREMENTS. 1011.5.3 EGRESS CAPACITY EGRESS CAPACITY SHALL MEET OR EXCEED THE OCCUPANT LOAD AS SPECIFIED IN THE INTERNATIONAL BUILDING CODE FOR THE NEW OCCUPANCY. PROJECT COMPLIES -PER SECTION 306.7.2 THE EXISTING PROJECT IS EXEMPT FROM CHAPTER 10 OF THE 2021 IBC, OCCUPANT LOADS ARE REFERENCED IN SECTION 1004 OF THE 2021 IBC 1011.6.2 HEIGHT AND AREA FOR CHANGE TO AN EQUAL OR LESSER-HAZARD CATEGORY WHERE THE CHANGE OF OCCUPANCY CLASSIFICATION IS MADE TO AN EQUAL OR LESSER-HAZZARD CATEGORY AS SHOWN IN TABLE 1011.6, THE HEIGHT AND AREA OF THE EXISTING BUILDING SHALL BE DEEMED ACCEPTABLE. PROJECT COMPLIES -PER TABLE 1011.6 THE HAZARD LEVEL REMAINS THE SAME BETWEEN THE CHANGE OF OCCUPANCY CLASSIFICATION 1011.7.2 EXTERIOR WALL RATING FOR CHANGE OF OCCUPANCY CLASSIFICATION TO AN EQUAL OR LESSER-HAZARD CATEGORY WHERE A CHANGE OF OCCUPANCY CLASSIFICATION IS MADE TO AN EQUAL OR LESSER-HAZARD CATEGORY AS SHOWN IN TABLE 1011.7, EXISTING EXTERIOR WALLS, INCLUDING OPENINGS, SHALL BE ACCEPTED. PROJECT COMPLIES -PER TABLE 1011.7 THE HAZARD LEVEL REMAINS THE SAME BETWEEN THE CHANGE IN OCCUPANCY CLASSIFICATION. 5TH & VILLARD -2021 IBC CODE REVIEW APPLICABLE BUILDING CODES: THIS PROJECT SHALL COMPLY WITH THE LATEST EDITION OF CODES ADOPTED BY THE AUTHORITY HAVING JURISDICTION: STATE OF MONTANA AND THE CITY OF BOZEMAN: 2021 INTERNATIONAL BUILDING CODE (IBC) 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021 INTERNATIONAL MECHANICAL CODE (IMC) 2021 INTERNATIONAL FUEL GAS CODE (IFGC) 2021 UNIFORM PLUMBING CODE (IAMPO) 2020 NATIONAL ELECTRIC CODE (NEC) 2021 INTERNATIONAL FIRE CODE (IFC) 2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2017 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ICC A117.1) BUILDING SUMMARY: OCCUPANCY GROUP: THE ORIGINAL OCCUPANCY CLASSIFICATION OF THE BUILDING WAS AN I-1 CONDITION 2 W/ SOME ACCESSORY ASSEMBLY (A) OCCUPANCIES. THE RENOVATION IDENTIFIES THE PRIMARY OCCUPANCY CLASSIFICATION OF THE BUILDING IS RESIDENTIAL GROUP R-2 WITH SOME ACCESSORY OCCUPANCIES -MERCANTILE AND STORAGE (M & S-2) PER THE 2021 IBC CHAPTER 3, SECTIONS 309, 310, & 311. THE ENTRIE BUILDING IS TO BE TREATED AS ONE BUILDING WITH MIXED USE SEPARATED OCCUPANCIES PER THE REQUIREMENTS OF CHAPTER 4 AND 5 OF THE 2021 IBC. CONSTRUCTION TYPE: TYPE IIB –NONCOMBUSTIBLE, NON-RATED BUILDING HEIGHT: 1-STORY; APPROXIMATELY 23 FEET (WITH A SPLIT LEVEL HALF BASEMENT) BUILDING AREA: BASEMENT: 15,530 S.F. FIRST FLOOR: 15,530 S.F. TOTAL BUILDING AREA: APPROXIMATELY 31,060 S.F. 2021 INTERNATIONAL BUILDING CODE REVIEW: CHAPTER 3 USE & OCCUPANCY CLASSIFICATION 309.1 GROUP M:SALES ROOMS, ETC. (SEE LIST PER SECTION 309.1) 310.3 GROUP R-2:APARTMENT HOUSES, ETC. (SEE LIST PER SECTION 310.3) 311.3 LOW-HAZARD STORAGE, GROUP S-2:NON-COMBUSTIBLE MATERIALS (SEE LIST PER SECTION 311.3) CHAPTER 4 SPECIAL USE & OCCUPANCY 420.2 SEPARATION WALLS WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708. 420.3 HORIZONTAL SEPARATION FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDINGS, FLOOR ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711. 420.4 AUTOMATIC SPRINKLER SYSTEM GROUP R OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.8 PROJECT COMPLIES -CODE OFFICIAL TO VERIFY THE EXISTING SYSTEM COMPLIES 420.5 FIRE ALARM SYSTEMS AND SMOKE ALARMS FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE PROVIDED IN GROUP I-1, R-1, AND R-2 OCCUPANCIES IN ACCORDANCE WITH SECTIONS 907.2.6, 907.2.8 AND 907.2.9, RESPECTIVELY. SINGLE OR MULTIPLE-STATION SMOKE ALARMS SHALL BE PROVIDED IN GROUPS I-1, R-2, R-3 AND R-4 IN ACCORDANCE WITH SECTION 907.2.11. PROJECT COMPLIES -CODE OFFICIAL TO VERIFY THE EXISTING SYSTEM COMPLIES 420.10 GROUP R COOKING FACILITIES IN GROUP R OCCUPANCIES, COOKING APLIANCES USED FOR DOMESTIC COOKING OPERATIONS SHALL BE IN ACCORDANCE WITH SECTION 917.2 OF THE INTERNATIONAL MECHANICAL CODE. PROJECT TO COMPLY -CDS TO VERIFY THE COOKING APPLIANCES MEET THE REQUIREMENTS OF THE 2021 IMC CHAPTER 5 GENERAL BUILDING HEIGHTS & AREAS TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET TYPE IIB, R-2 OCCUPANCY = 60-75 FEET DEPENDING ON THE CODE OFFICIALS ANALYSIS OF THE EXISTING SYSTEM PROJECT COMPLIES -THE EXISTING BUILDING IS APPROXIMATELY 25 FEET IN HEIGHT WITH AN AUTOMATIC SPRINKLER SYSTEM TABLE 504.4 ALLOWABLE NUMBER OF STORIES TYPE IIB, R-2 OCCUPANCY = 4-5 STORIES DEPENDING ON THE CODE OFFICIALS ANALYSIS OF THE EXISTING SYSTEM PROJECT COMPLIES -THE EXISTING BUILDING IS CURRENTLY 1 STORY WITH AN AUTOMATIC SPRINKLER SYSTEM SECTION 506 BUILDING AREA: AREA = 64,000 S.F. ALLOWABLE FOR A 1 STORY, AUTOMATIC SPRINKLERED BUILDING PROJECT COMPLIES -THE EXISTING BUILDING TOTAL AREA IS APPROXIMATELY 31,000 S.F. SECTION 508 MIXED USE AND OCCUPANCY 508.2.3 ALLOWABLE BUILDING AREA THE ALLOWABLE AREA OF THE BUILDING SHALL BE BASED ON THE APPLICABLE PROVISIONS OF SECTION 506 FOR THE MAIN OCCUPANCY OF THE BUILDING. AGGREGATE ACESSORY OCCUPANCIES SHALL NOT OCCUPAY MORE THAN 10 PERCENT OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR VALUES FOR NONSPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH ACCESSORY OCCUPANCY. PROJECT COMPLIES -NO ACCESSORY OCCUPANCY EXCEED 10% OF THE MAIN OCCUPANCY 508.2.4 SEPARATION OF OCCUPANCIES NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE MAIN OCCUPANCY EXCEPTIONS: 2. GROUP I-1, R-1, R-2, AND R-3 DWELLING UNITS AND SLEEPING UNITS SHALL BE SEPARATED FROM OTHER DWELLING OR SLEEPING UNITS AND FROM ACCESSORY OCCUPANCIES CONTIGUOUS TO THEM IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 420. PROJECT COMPLIES -SEPARATION IS BEING PROVIDED BETWEEN SLEEPING/DWELLING UNITS AND BETWEEN ACCESSORY OCCUPANCIES TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES R TYPE OCCUPANCY ADJACENT TO M AND S-2 OCCUPANCIES = 1 HOUR PROJECT COMPLIES -EXISTING AND NEW CONDITIONS SHOW 1 HOUR RATINGS WHERE REQUIRED CHAPTER 6 TYPES OF CONSTRUCTION 602.2 CONSTRUCTION TYPE II B:NONCOMBUSTIBLE CONSTRUCTION SEE TABLE 601 FOR RATING REQUIREMENTS STRUCTURAL FRAME –0 INTERIOR NON-BEARING –0 EXTERIOR BEARING –0 FLOOR CONSTRUCTION –0 INTERIOR BEARING –0 ROOF CONSTRUCTION –0 PRJECT COMPLIES -NO RATED CONSTRUCTION IS REQUIRED BASED ON TYPE OF CONSTRUCTION OR FIRE SEPARATION DISTANCE CHAPTER 7 FIRE & SMOKE PROTECTION FEATURES 705 Exterior Walls: Table 705.2:All projections a minimum of 40”from FSD line 705.2.1:Projections to be constructed of any approved material 705.5:Fire resistance rating of exterior walls in accordance w/ Table 601 & 602 –see above Table 705.5:Fire separation distance > 30’no rating required Table 705.8:Fire separation distance is > 30’–unlimited unprotected opening allowed 705.11:Parapets are required @ all exterior wall except those meeting exception #1 –no parapets required 706 Fire Walls:Not required 707 Fire Barriers: Required for Shaft Enclosures -See 713. 707.3.7:Incidental uses per Table 509.1 -Not required due to automatic sprinkler system 707.5 Continuity: Fire barriers shall extend from top of foundation to top of underside of roof or floor sheathing 707.6 Openings: Protected per Section 716 708 Fire Partitions:Not applicable 709 Smoke Barrier: Not applicable 710 Smoke Partition: Not applicable 711: Horizontal Assemblies: Not applicable 713: Shaft Enclosures: Required elevator and stair shaft enclosures shall be 1-hour rated fire barriers. 1-Hour rated Fire Barriers are to be provided at elevator shaft and where required at stair shafts. CHAPTER 8 INTERIOR FINISHES Table 803.13 for Sprinklered Construction: B & E Occupancy: Exit Passageways –Class B Corridors –Class C Rooms & Enclosed Spaces –Class C CHAPTER 9 FIRE PROTECTION 903 Automatic Sprinkler System: 903.2.3 Group E Occupancies:Sprinklers required –provided 906 Portable Fire Extinguishers 906.1: For B & E within 30’of commercial cooking equipment –in areas with flammable liquids special hazards areas –fire extinguisher rating 2-A –1 extinguisher per 11,250 SF –max travel distance 75 feet Chapter 10 Means of Egress 1004 Occupant Load: Table 1004.5 Max Floor Area Allowances per Occupant: Accessory Storage & Mechanical 300 Gross Business Areas 100 Gross Assembly Areas (Fixed Seats)Number of Fixed Seats Assembly Areas (Unconcentrated)15 Net Educational 20 Net Kitchen 200 Gross Library (Reading Room)50 Net Library (Stack Area)100 Gross 1005 Means of Egress Sizing: 1005.3.1 Stairways: Factor of 0.3”per occupant or minimum of 44”per 1011.2 or 48" clear for accessible means of egress stairways per 1009.3. Per exception 1 stairways serving occupant loads less than 50 shall be 36" minimum. 1005.3.2 Other Egress Components: Factor of 0.2”per occupant or minimum of 44” 1006 Number of Exits and Exit Access Doorways: Table 1006.2.1 Spaces with One Exit or Exit Access Doorway Common Path of Egress Travel: E & A Occupancies with Sprinkler = 75’ 1009 Accessible Means of Egress: 1009.1: At least 1 accessible means of egress shall be provided where 2 are required B 1016 or 1024 accessible spaces must be served by no less than 2 accessible means of egress –more than 2 means of accessible egress are provided 1009.3.3 & 1009.4.2:No Area of Refuge needed at stairs or elevator. Building is equipped THROUGHOUT with automatic sprinkler system. 1010 Doors, Gates & Turnstiles: 1010.1.1 Size of Doors:Require min of 32”–provided 1010.1.2: Doors shall swing in direction of travel -provided 1010.1.7 Door Arrangement: 48”+ swing of door –provided 1013 Exit Signs: 1013.1: Where required -all exits & exit access doors 1016 Exit Access: 1017 Exit Access Travel Distance: Table 1017.2 E & A Occupancies with sprinkler = 250’ 1020 Corridors: Table 1020.3 Minimum Corridor Width Group E Occupancies serving 100 or greater occupants = 72” Others = 44” Chapter 11 Accessibility 1104 Accessible Route: 1104.1 Site Arrival Points:Accessible route provided form all accessible parking & sidewalks 1105 Accessible Entrances: 1105.1 Public Entrances:At least 60% of entrances must be accessible –60% of entrances will be accessible 1106 Parking & Passenger Loading Facilities per Table 1106.2: MT ARM 24.301.351 Minimum Required Plumbing Fixtures BUSINESS (Administrative, Office and Staff Areas): Water Closets Male 1/25 Water Closets Female 1/25 Lavatories 1/2 water closets ASSEMBLY (Gymnasium, Commons, Library): Water Closets Male 1/125 Water Closets Female 1/75 Lavatories 1/2 water closets EDUCATION (Classrooms, Shared Spaces): Water Closets Male 1/100 Water Closets Female 1/35 Lavatories 1/2 water closets Drinking Fountains 1/floor 2,180 total occupants 60 "Business" occupants @ 1/25 1,027 "Assembly" occupants @ 1/125 (M) and @ 1/75(W) 1,093 "Education" Occupants @ 1/100 (M) and @ 1/35 (W) Water Closets Male 15 provided (1.2+4.2+5.5= 10.9 = 11 req.) Water Closets Female 27 provided (1.2+6.9+15.6= 23.7 = 24 req.) Lavatories 22 provided (Male: 11/2= 5.5 = 6 req.) (Female: 24/2 = 12 req.) (18 total req.) Drinking Fountains 5 provided (2 x 1 = 2 req.) (4 water fountains @ Floor 1, 1 water fountain @ Floor 2) 2021 International Energy Conservation Code Analysis C301: Climate Zone 6 TC402.1.3: Roof R-30 continuous insulation Mtl. Frame R-13 cavity + R-7.5 continuous Below grade wall R-7.5 Fdn. Perimeter R-10 Doors U-0.37 TC402.1.4 Fixed windows U-0.36 Operable windows U-0.43 Entry doors U-0.77 SHGC U-0.40 C402.4.1 Fenestration not to exceed 30% of wall area C402.4.1.1 Max area can be increased with proof of daylighting C402.5.9 Vestibule required at main entry Conclusions: Building Complies with the requirements of the 2021 IBC. EAST FSD EXCEEDS 30' NORTH FSD EXCEEDS 30' SOUTH FSD EXCEEDS 30' TO PROPERTY LINE WEST FSD EXCEEDS 10' TO PROPERTY LINE NO EXTERIOR RATINGS REQUIRED R-2 OCCUPANT LOAD = 1/200 GROSS S-2 OCCUPANT LOAD = 1/300 GROSS M OCCUPANT LOAD = 1/60 GROSS M STORAGE OCCUPANT LOAD = 1/300 GROSS R-2 MAX. TRAVEL DISTANCE = 250' S-2 MAX. TRAVEL DISTANCE = 400' M MAX. TRAVEL DISTANCE = 250' R-2 MAX. COMMON PATH OF EGRESS = 125' S-2 MAX. COMMON PATH OF EGRESS = 100' M MAX. COMMON PATH OF EGRESS = 75' MIN. EGRESS SIZING 36" BECAUSE THERE IS AN EXISTING SPRINKLER SYSTEM (CHAPTER 10 SECTIONS 1009.3 & 1005.3) -SMALLEST EXISTING STAIR WIDTH = 3'9" OR 45" NUMBER OF EXISTING EXITS = 3 -REQUIRED NUMBER OF EXITS = 2 (BASED ON TABLE 1006.3.3) AREA OF REFUGE (CHAPTER 10 SECTION 1009.3 & 1009.6) -NOT REQUIRED FOR R-2 OCCUPANCY -NOT REQUIRED BECAUSE THERE IS AN EXISTING SPRINKLER SYSTEM SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:57:09 AMG1.00 22-081 12/07/2022 2021 IEBC CODE REVIEW Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE NO.DATE REVISION DESCRIPTION CODE PLAN LEGEND OCCUPANCY GROUP R-2 OCCUPANCY GROUP S-2 25 EXIT FROM ROOM OR BUILDING. NUMBER INDICATES CALCULATED ACCUMULATED LOAD AT ROOM OR BUILDING EXIT. ARROW INDICATES TRAVEL DIRECTION. MAXIMUM DIAGONAL MEASURE TRAVEL DISTANCE FOR SMOKE COMPARTMENT EXIT ACCESS TRAVEL DISTANCE W/ SPRINKLERS ACTUAL MINIMUM SEPARATION XX XX OCC @ 1/XX XX OCCUPANCY GROUP SQUARE FOOTAGE OCCUPANT LOAD AREA PER 1 OCCUPANT OCCUPANCY GROUP M COMMON PATH OF EGRESS TRAVEL FE SEMI-RECESSED PORTABLE FIRE EXTINGUISHER (MAX. 250' FOR R-2OCCUPANCY) (MAX. 250' FOR M OCCUPANCY) (MAX. 400' FOR S-2 OCCUPANCY) (MAX. 250') (MAX. 125' FOR R-2OCCUPANCY) (MAX. 75' FOR M OCCUPANCY) (MAX. 100' FOR S-2 OCCUPANCY) 1-HR RATED FIRE WALL 2-HR RATED FIRE WALL 3-HR RATED FIRE WALL 1-HR RATED FIRE BARRIER 2-HR RATED FIRE BARRIER 3-HR RATED FIRE BARRIER SMOKE PARTITION 1-HR RATED HORIZONTAL ASSEMBLY 1-HR RATED WALL 2-HR RATED WALL 3-HR RATED WALL 2-HR RATED HORIZONTAL ASSEMBLY 3-HR RATED HORIZONTAL ASSEMBLY SPECIALTY WALL EXTEND TO B.O. ROOD DECK OR FLOOR ABOVE SPECIALTY WALL TO RESIST PASSAGE OF SMOKE OCCUPANCY GROUP I-1 CONDITION 2 OCCUPANCY GROUP A RESTROOM FACILITIES 1 1 2 2 A A C C 3 3 4 4 D D E E M STORAGE ACCESSORY 55 SF 1 O.L. @ 1/300 S-2 ACCESSORY 61 SF 1 O.L. @ 1/300 R-2 OCCUPANCY 13,472 SF 68 O.L. @ 1/200 S-2 ACCESSORY 434 SF 2 O.L. @ 1/300 S-2 ACCESSORY 291 SF 1 O.L. @ 1/300 M ACCESSORY 294 SF 5 O.L. @ 1/60 1 20 1 1 20 5 1 20 1 ELEV. NOT IN USE M A X. D IA G O N AL = 2 10'-2"ACTUAL MIN. SEPARATION = 121'-11"FIRE SEPARATION DISTANCE - EXCEEDS 30'53'-10 1/2" EXISTING CONDITIONSFIRE SEPARATION DISTANCE - EXCEEDS 30' 50'-3 1/2" EXISTING CONDITIONS PROPERTY LINE EXCEEDS THE 30' FSD 41'-5 3/8" EXISTING CONDITIONS PROPERTY LINE EXCEEDS 10' MIN. FSD15'-11 1/2" EXISTING CONDITIONSPRPOERTY LINE PRPOERTY LINEPRPOERTY LINE PRPOERTY LINE18 3'-9" 3'-9" 4'-0" 4'-0 5/8" 5'-10 3/4" 5'-9"COMMON PATH OF EGRESS = 46'-6" < 125'EXIT TRAVEL DISTANCE = 87'-11"< 250'COMMON PATH OF EGRESS = 32'-4" < 125'EXIT TRAVEL DISTANCE = 83'-0"< 250'COMMON PATH OF EGRESS = 32'-4" < 125' EXIT TRAVEL DISTANCE = 110'< 250'COMMON PATH OF EGRESS = 53'-6" < 125'EXIT TRAVEL DISTANCE = 113'-8"< 250'B B 1. ALL DOOR HARDWARE FOR THE PROJECT IS DESIGNED TO MEET THE REQUIREMENTS OF THE 2021 IBC CHAPTER 1010. SPECIFIC CODE REQUIREMENTS THAT APPLY TO THIS PROJECT AND ARE MET BY THE SPECIFIED HARDWARE INCLUDE: 1010.2 DOOR OPERATIONS. SEE SPECIFICATION SECTION 087100 DOOR HARDWARE FOR DOOR HARDWARE GROUPS DOOR HARDWARE NOTES SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:57:12 AMG1.11 22-081 12/07/2022 NEW CODE PLAN LEVEL 1 Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE N1/8" = 1'-0"G1.11 1 LEVEL 1 NEW CODE PLAN NO.DATE REVISION DESCRIPTION 1 1 2 2 A A C C 3 3 4 4 D D E E ELEV. NOT IN USE FIRE SEPARATION DISTANCE - EXCEEDS 30'53'-10 1/2" EXISTING CONDITIONSFIRE SEPARATION DISTANCE - EXCEEDS 30' 50'-3 1/2" EXISTING CONDITIONS PROPERTY LINE EXCEEDS THE 30' FSD 41'-5 3/8" EXISTING CONDITIONS PROPERTY LINE EXCEEDS 10' MIN. FSD15'-11 1/2" EXISTING CONDITIONSPRPOERTY LINE PRPOERTY LINEPRPOERTY LINE PRPOERTY LINES-2 ACCESSORY 173 SF 1 O.L. @ 1/300 R-2 OCCUPANCY 14,186 SF 71 O.L. @ 1/200 M ACCESSORY 295 SF 5 O.L. @ 1/60COMMON PATH OF EGRESS = 46'-6" < 125'EXIT TRAVEL DISTANCE = 87'-11"< 250'M A X. D IA G ONAL = 2 10'-2"ACTUAL MIN. SEPARATION = 130'-7" 20 1 18 20 20 1 COMMON PATH OF EGRESS = 53'-6" < 125'EXIT TRAVEL DISTANCE = 113'-8"< 250'COMMON PATH OF EGRESS = 32'-4" < 125'EXIT TRAVEL DISTANCE = 83'-0"< 250'5 B B CODE PLAN LEGEND OCCUPANCY GROUP R-2 OCCUPANCY GROUP S-2 25 EXIT FROM ROOM OR BUILDING. NUMBER INDICATES CALCULATED ACCUMULATED LOAD AT ROOM OR BUILDING EXIT. ARROW INDICATES TRAVEL DIRECTION. MAXIMUM DIAGONAL MEASURE TRAVEL DISTANCE FOR SMOKE COMPARTMENT EXIT ACCESS TRAVEL DISTANCE W/ SPRINKLERS ACTUAL MINIMUM SEPARATION XX XX OCC @ 1/XX XX OCCUPANCY GROUP SQUARE FOOTAGE OCCUPANT LOAD AREA PER 1 OCCUPANT OCCUPANCY GROUP M COMMON PATH OF EGRESS TRAVEL FE SEMI-RECESSED PORTABLE FIRE EXTINGUISHER (MAX. 250' FOR R-2OCCUPANCY) (MAX. 250' FOR M OCCUPANCY) (MAX. 400' FOR S-2 OCCUPANCY) (MAX. 250') (MAX. 125' FOR R-2OCCUPANCY) (MAX. 75' FOR M OCCUPANCY) (MAX. 100' FOR S-2 OCCUPANCY) 1-HR RATED FIRE WALL 2-HR RATED FIRE WALL 3-HR RATED FIRE WALL 1-HR RATED FIRE BARRIER 2-HR RATED FIRE BARRIER 3-HR RATED FIRE BARRIER SMOKE PARTITION 1-HR RATED HORIZONTAL ASSEMBLY 1-HR RATED WALL 2-HR RATED WALL 3-HR RATED WALL 2-HR RATED HORIZONTAL ASSEMBLY 3-HR RATED HORIZONTAL ASSEMBLY SPECIALTY WALL EXTEND TO B.O. ROOD DECK OR FLOOR ABOVE SPECIALTY WALL TO RESIST PASSAGE OF SMOKE OCCUPANCY GROUP I-1 CONDITION 2 OCCUPANCY GROUP A RESTROOM FACILITIES 1. ALL DOOR HARDWARE FOR THE PROJECT IS DESIGNED TO MEET THE REQUIREMENTS OF THE 2021 IBC CHAPTER 1010. SPECIFIC CODE REQUIREMENTS THAT APPLY TO THIS PROJECT AND ARE MET BY THE SPECIFIED HARDWARE INCLUDE: 1010.2 DOOR OPERATIONS. SEE SPECIFICATION SECTION 087100 DOOR HARDWARE FOR DOOR HARDWARE GROUPS DOOR HARDWARE NOTES SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:57:15 AMG1.13 22-081 12/07/2022 NEW CODE PLAN LEVEL 2 Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE N1/8" = 1'-0"G1.13 1 LEVEL 2 NEW CODE PLAN NO.DATE REVISION DESCRIPTION ˝ˆ +, ˚˜ $ ˜/$˚. $ ˚ ˜ ˚˜˜/˚! ˇ*!˜ +, ˚˜ +,!!˜ +,˜ +,˜ +,˚!˜/ % +,˚!˜/˚˚ +,˚!˜/˚˚˚ !˚˜ ˚!˚˜ !˚˜ ˚!˚˜ ˚!˚˜ +,˚!˜/˚ 1˚˚˜ ˚!˚˜ +,!& ! +,!!˜ +,˜ !˚˜ !˚˜ +,˚ ! ˚!˚˜ ˚!˚˜ ˚!˚˜ & ˚!!! ˚˚˜˚&˚! ˚ ˚&˜!! ˚$˚ &˚!˚! ˚˜˚!˜˚˜!˚ !%˚˜˚!˜!˚!!% )%& ˚ !! ˝˚$!$%!% ˚˜%!%˚˜%& ˜˚%! ˛%˚%$)˜!˚ ˇ!!%˜˜ ˛ ˚ ˚ ˜ ˜ ! ! ˙˙ &$ !!1˜ 0! 0!! ˚% ˜ ! ˜1!! 0! ˚$ !!&˚$ ˚ 0! 234˚5460 ˇˆ˙/ˇˇ˝/ˇ˛˛ ˇˆ˙/˝/˝˝˙1˛1˝ˆ˝˛ˇ"˚ ˝˝/ˆ# ˝1ˆ˘1˝ˆ˝˝ )˜!! =4>39 !>6?@69 '˚ ˝˝/ˆ# ˛˝ ˘ 7869 ˚˜ ˝ˆ˛ ˛1˛˝*A</ˆ*ˆˆ ˛ ˚˚! 1 1 2 2 A A C C 3 3 4 4 D D E E RECESSED PATIO - DROP 3'-3" 1 2 4 4 4 4 4 4 5 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 7 8 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 7 7 7 7 87 7 8 7 7 8 7 7 7 7 7 7 7 7 6 6 6 6 6 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 6 6 7 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1111 11 11 11 11 11 6 6 6 6 6 7 6 6 6 6 6 6 5" 4 3/4" 16 1/2" 13 1/2" 93" 105" 36" 41" 6 24 1/2" 99 1/8" 28 3/4" 4 1/2" 4 1/2" 36" 12 40"21' - 6 1/2"13 12 12 5"20"3 3/4"13 6 10 14 6 10 36"12"13 42"2" 6 6 12 13 7 6 6 50"12"12 15 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 72"60" 16 17 17 66 7 6 9 10 6 6 9 10 10 6 52 1/2"15 3/4"36"6" 36"6" 6 18 6 ROOM 130 ROOM 123 ROOM 121 ROOM 128 ROOM 126 TV ROOM ROOM 124 D-WING BOILER ROOM ROOM 122 N.S. STOR. MAINTENANCE ROOM 117ROOM 118 ROOM 120 F.R BREAK ROOM ENTRY / LOBBY VESTIBULE PHYSICAL THERAPY KITCHEN KITCHEN STOR. CORRIDOR CORRIDORCORRIDOR NURSE STATION STOR. LAUNDRY HOUSEKEEPING C-WING BOILER ROOM LIN. BIO ROOM 103 ROOM 105 ROOM 107 ROOM 114 ROOM 112 ROOM 110 ROOM 108 ROOM 106 ROOM 104 ROOM 102 ROOM 101 SHOWER STOR. 3"20" ELEV. NOT IN USE 6 21 21 21 21 21 21 21 21 21 21 21 21 21 B B SEE WALL TYPES, SHEET A01.0 FOR MORE INFORMATION ON ALL WALL TYPES. WALL LEGEND -PLANS FIRE PROTECTION NOTES: -SEE CODE PLANS FOR FIRE-AND SMOKE-BARRIER LOCATIONS. EXTEND WALLS FULL HEIGHT TO UNDERSIDE OF ROOF ASSEMBLY DECKING ABOVE -SEE DETAILS INCLUDE SOUND BATTS TO T.O. WALL OR B.O. DECK IN INTERIOR WALLS INDICATED W/ CROSS- HATCH. EXTEND WALLS TO UNDERSIDE OF RATED ROOF-CEILING ASSEMBLY (GWB) -SEE DETAILS EXTEND WALLS TO UNDERSIDE OF RATED ROOF-CEILING ASSEMBLY (GWB) -SEE DETAILS -INCLUDE SOUND BATTS TO B.O. ASSEMBLY ------------------------------U P D A T E -------------------------- DASHED LINES AND SHADED AREAS WITHIN DASHED LINES INDICATE BUILDING FEATURES AND COMPONENTS TO BE DEMOLISHED - WALLS, FLOORS, DOORS, WINDOWS, ROOFS, FOUNDATIONS, SLABS, ETC. NON SHADED AREAS/ELEMENTS WITH SOLID GREY LINES INDICATE EXISTING BUILDING FEATURES AND COMPONENTS THAT ARE TO REMAIN IN PLACE, WITH THE EXTENT OF DEMOLITION ONLY OCCURING AS INDICATED BY DRAWINGS. 1. DIMENSIONS ARE TYPICALLY TAKEN TO GRID, FACE OF MASONRY, FACE OF CONCRETE, FACE OF STUD OR DOOR/WINDOW OPENINGS. DIMENSIONS TO OPENINGS ARE NOMINAL, VERIFY ALL OPENINGS WITH ROUGH OPENING REQUIREMENTS. 2. MASONRY IS DIMENSIONED NOMINALLY TO THE FACE. ACTUAL DIMENSIONS WILL BE +1/2" FOR INSIDE DIMENSIONS AND MASONRY OPENINGS, AND -1/2" FOR OUTSIDE DIMENSIONS. 3. EXISTING CONSTRUCTION TO REMAIN SHOWN HALF-TONE, TYP. 4. SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS.SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS. SHEET NOTES -FLOOR PLAN ------------------------------U P D A T E -------------------------- SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:56:45 AMD2.00 22-081 12/07/2022 DEMOLITION LEVEL 1 FLOOR PLAN Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE KEYNOTES - DEMO PLAN 1 (E) EXTERIOR 12" REINFORCED STRUCTURAL CMU WALL TO BE DEMOLISHED 2 (E) EXTERIOR 12" CONC. WALL TO BE DEMOLISHED 3 (E) 4" CONC. SUBFLOOR TO REMAIN - PATCH AND REPAIR AS NEEDED FOR (N) FLOOR FINISH 4 (E) CONC. STAIR TO REMAIN 5 (E) RAMP TO REMAIN - REPLACE HANDRAILS - SEE FINISH SCHEDULE FOR HANDRAIL PAINT COLOR 6 (E) PARTITION WALL TO BE DEMOLISHED - PATCH AND REPAIR AS NEEDED FOR (N) FLOOR PLANS 7 (E) DOOR & HARWARE TO BE REMOVED 8 (E) SLIDING DOOR & HARWARE TO BE REMOVED 9 (E) TOILET FIXTURE TO BE REMOVED 10 (E) SINK FIXTURE TO BE REMOVED 11 (E) FLOORING FINISH TO BE DEMOLISHED - SEE PLUMBING PLANS FOR PIPE DEMO - PATCH AND REPAIR AND DAMAGED SUBFLOOR CONDITIONS 12 DEMO (E) COUNTERTOP AND CABINETS - PATCH AND REPAIR ROOM AS NEEDED 13 DEMO (E) OPENING - SEE NEW FLOOR PLANS FOR (N) WALL ASSEMBLY - PATCH AND REPAIR AS REQUIRED 14 DEMO FLOOR FOR (N) KITCHEN UNIT - SEE PLUMBING PLANS FOR PIPE DEMO/PIPE TIE-IN - PATCH AND REPAIR AS REQUIRED 15 DEMO (E) STAIR - SEE (N) FLOOR PLAN FOR (N) LANDING 16 DEMO (E) FLOOR FINISH ON THE (E) RAMP - SEE FINISH SCHEDULE FOR FLOOR FINISH 17 PATCH AND REPAIR EXISTING CONC. - SEE FINISH SCHEDULE FOR FLOOR FINISH 18 DEMO (E) PLUMBING - SEE (N) FLOOR PLANS FOR (N) DESIGN INTENT 19 DEMO (E) WINDOW INTERIOR WINDOW AND INFILL WITH FRAMING - PATCH AND REPAIR AS REQUIRED FOR FLUSH FINISH 20 DEMO (E) EXTERIOR WALL FOR (N) EXTERIOR WINDOW - SEE PLANS AND ELEVATIONS FOR MORE INFORMATION 21 LOCATION OF POTENTIAL (N) LATERAL STRUCTURAL ELEMENTS - SEE STRUCTURAL DESCRIPTION/ANALYSIS OF THE POTENTIAL SOLUTION 1/8" = 1'-0"D2.00 1 DEMO LEVEL 1 FLOOR PLAN NNO.DATE REVISION DESCRIPTION DEMOLITION LEGEND 1 1 2 2 A A C C 3 3 4 4 D D E E 1 3 4 4 4 6 6 6 6 6 7 7 7 7 7 7 7 7 9 9 10 10 10 10 1 2 4 4 4 5 7 7 7 7 7 7 7 7 7 7 7 7 8 8 7 8 77 7 7 7 7 7 7 7 7 8 8 7 7 7 87 7 8 7 7 8 7 7 7 7 7 7 7 7 6 6 6 6 6 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 10 10 10 10 10 6 6 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1111 11 11 11 11 11 6 6 6 6 6 6 6 6 6 6 10 6 6 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 66 7 6 9 10 6 6 9 10 10 6 6 18 6 9 1/2" 17 1/4"9 ROOM 230 ROOM 223 ROOM 221 ROOM 228 ROOM 226 ROOM 219 ROOM 224 M.R.O. ROOM 222 LIN. S.S. STORAGE ROOM 217ROOM 218 ROOM 220 ICE DIR. N. VESTIBULE LOUNGE / RINING ROOM ACTIVITIES STOR. CORRIDOR CORRIDORCORRIDOR NETWORK B.S. ROOM 216 ROOM 215 C.S. STOR. BIO ROOM 203 ROOM 205 ROOM 207 ROOM 214 ROOM 212 ROOM 210 ROOM 208 ROOM 206 ROOM 204 ROOM 202 ROOM 201 SHOWER EX.DIR. OFFICE COPIER BR. BR. CONSUL. MED ROOM STOR.N.S. REC. H.K. LIN. 746"4"93" 8" 10" 36" 76 1/4" 24 1/2" 34" 5" 36" 5" 66 6 48"32"4"19 11 11 11 11 6 6 7 7 7 6 36"6"44"142" 7 7 7 6 36"23 1/4"116 1/4"60 3/4"9 10 10 9 10 9 8 86 6 3"72"4"207 7 6 9 6 7 77 740"139 1/2"10 42"36" 42"36" 13 12 11 11 70 3/8" 16 7 18 18 9 36" 6" 36" 6" 6 6 6 11 7 ELEV. NOT IN USE 21 21 21 21 21 21 21 21 21 21 21 21 B B SEE WALL TYPES, SHEET A01.0 FOR MORE INFORMATION ON ALL WALL TYPES. WALL LEGEND -PLANS FIRE PROTECTION NOTES: -SEE CODE PLANS FOR FIRE-AND SMOKE-BARRIER LOCATIONS. EXTEND WALLS FULL HEIGHT TO UNDERSIDE OF ROOF ASSEMBLY DECKING ABOVE -SEE DETAILS INCLUDE SOUND BATTS TO T.O. WALL OR B.O. DECK IN INTERIOR WALLS INDICATED W/ CROSS- HATCH. EXTEND WALLS TO UNDERSIDE OF RATED ROOF-CEILING ASSEMBLY (GWB) -SEE DETAILS EXTEND WALLS TO UNDERSIDE OF RATED ROOF-CEILING ASSEMBLY (GWB) -SEE DETAILS -INCLUDE SOUND BATTS TO B.O. ASSEMBLY ------------------------------U P D A T E -------------------------- DASHED LINES AND SHADED AREAS WITHIN DASHED LINES INDICATE BUILDING FEATURES AND COMPONENTS TO BE DEMOLISHED - WALLS, FLOORS, DOORS, WINDOWS, ROOFS, FOUNDATIONS, SLABS, ETC. NON SHADED AREAS/ELEMENTS WITH SOLID GREY LINES INDICATE EXISTING BUILDING FEATURES AND COMPONENTS THAT ARE TO REMAIN IN PLACE, WITH THE EXTENT OF DEMOLITION ONLY OCCURING AS INDICATED BY DRAWINGS. 1. DIMENSIONS ARE TYPICALLY TAKEN TO GRID, FACE OF MASONRY, FACE OF CONCRETE, FACE OF STUD OR DOOR/WINDOW OPENINGS. DIMENSIONS TO OPENINGS ARE NOMINAL, VERIFY ALL OPENINGS WITH ROUGH OPENING REQUIREMENTS. 2. MASONRY IS DIMENSIONED NOMINALLY TO THE FACE. ACTUAL DIMENSIONS WILL BE +1/2" FOR INSIDE DIMENSIONS AND MASONRY OPENINGS, AND -1/2" FOR OUTSIDE DIMENSIONS. 3. EXISTING CONSTRUCTION TO REMAIN SHOWN HALF-TONE, TYP. 4. SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS.SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS. SHEET NOTES -FLOOR PLAN ------------------------------U P D A T E -------------------------- SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:56:50 AMD2.10 22-081 12/07/2022 DEMOLITION LEVEL 2 FLOOR PLAN Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE 1/8" = 1'-0"D2.10 1 DEMO LEVEL 2 FLOOR PLAN NO.DATE REVISION DESCRIPTION NKEYNOTES - DEMO PLAN 1 (E) EXTERIOR 12" REINFORCED STRUCTURAL CMU WALL TO BE DEMOLISHED 2 (E) EXTERIOR 12" CONC. WALL TO BE DEMOLISHED 3 (E) 4" CONC. SUBFLOOR TO REMAIN - PATCH AND REPAIR AS NEEDED FOR (N) FLOOR FINISH 4 (E) CONC. STAIR TO REMAIN 5 (E) RAMP TO REMAIN - REPLACE HANDRAILS - SEE FINISH SCHEDULE FOR HANDRAIL PAINT COLOR 6 (E) PARTITION WALL TO BE DEMOLISHED - PATCH AND REPAIR AS NEEDED FOR (N) FLOOR PLANS 7 (E) DOOR & HARWARE TO BE REMOVED 8 (E) SLIDING DOOR & HARWARE TO BE REMOVED 9 (E) TOILET FIXTURE TO BE REMOVED 10 (E) SINK FIXTURE TO BE REMOVED 11 (E) FLOORING FINISH TO BE DEMOLISHED - SEE PLUMBING PLANS FOR PIPE DEMO - PATCH AND REPAIR AND DAMAGED SUBFLOOR CONDITIONS 12 DEMO (E) COUNTERTOP AND CABINETS - PATCH AND REPAIR ROOM AS NEEDED 13 DEMO (E) OPENING - SEE NEW FLOOR PLANS FOR (N) WALL ASSEMBLY - PATCH AND REPAIR AS REQUIRED 14 DEMO FLOOR FOR (N) KITCHEN UNIT - SEE PLUMBING PLANS FOR PIPE DEMO/PIPE TIE-IN - PATCH AND REPAIR AS REQUIRED 15 DEMO (E) STAIR - SEE (N) FLOOR PLAN FOR (N) LANDING 16 DEMO (E) FLOOR FINISH ON THE (E) RAMP - SEE FINISH SCHEDULE FOR FLOOR FINISH 17 PATCH AND REPAIR EXISTING CONC. - SEE FINISH SCHEDULE FOR FLOOR FINISH 18 DEMO (E) PLUMBING - SEE (N) FLOOR PLANS FOR (N) DESIGN INTENT 19 DEMO (E) WINDOW INTERIOR WINDOW AND INFILL WITH FRAMING - PATCH AND REPAIR AS REQUIRED FOR FLUSH FINISH 20 DEMO (E) EXTERIOR WALL FOR (N) EXTERIOR WINDOW - SEE PLANS AND ELEVATIONS FOR MORE INFORMATION 21 LOCATION OF POTENTIAL (N) LATERAL STRUCTURAL ELEMENTS - SEE STRUCTURAL DESCRIPTION/ANALYSIS OF THE POTENTIAL SOLUTION DEMOLITION LEGEND 1 1 2 2 A A C C 1 D4.00 1 D4.00 2 D4.00 2 D4.00 3 3 4 4 D D E E 13 2 7 4 5 5 5 7 7 7 7 7 1 1 7 7 9 11 10 10 10 10 11 10 10 10 9 9 9 9 9 9 9 9 9 99 9 9 9 9 9 7 7 7 7 1 7 7 7 7 7 7 7 7 1010 10 10 10 11 1110 10 10 11 10 5 5 5 1 ELEV. NOT IN USE 1 7 7 7 10 10 11 11 10 10 10 10 11 11 10 12 7 10 10 10 13 13 9 10 1 7 7 9 99 9 7 7 1414 14 9 9 9 9 10 10 10 10 10 10 10 10 10 10 10 ROOM 130 ROOM 123 ROOM 121 ROOM 128 ROOM 126 TV ROOM ROOM 124 D-WING BOILER ROOM ROOM 122 N.S. STOR. MAINTENANCE ROOM 117 ROOM 118 ROOM 120 F.R BREAK ROOM ENTRY / LOBBY VESTIBULE PHYSICAL THERAPY KITCHEN KITCHEN STOR. CORRIDORCORRIDOR CORRIDOR NURSE STATION STOR. LAUNDRY HOUSEKEEPING C-WING BOILER ROOM LIN. BIO ROOM 103 ROOM 105 ROOM 107 ROOM 114 ROOM 112 ROOM 110 ROOM 108 ROOM 106 ROOM 104 ROOM 102 ROOM 101 SHOWER STOR. 77 7 7 7 7 7 5' - 4 7/8"75' - 0 1/2"3' - 5 1/4"11' - 4 1/4"11' - 4 1/4"3' - 5 1/4" 5' - 4 7/8"24' - 4 7/8"8' - 3"3' - 1 7/8"11' - 9"8' - 0"17' - 0 3/8"16' - 6 3/8" 42' - 2"35' - 10 3/8"17' - 10 5/8"16' - 11 1/2" 10' - 6"8' - 11 3/4"5' - 0"7' - 9 3/4"5' - 0"8' - 7 3/8"5' - 0"7' - 10 3/8"5' - 2"8' - 0 3/4" 15 B B DEMO -REFLECTED CEILING KEY GWB - GYPSUM WALL BOARD -PAINT ACT - ACOUSTIC CEILING TILE GWB - GYPSUM WALL BOARD -POPCORN FINISH CONC - CONCRETE W/ PLASTER/PAINT FINISH (E) ELEMENT TO BE DEMOLISHED 1. SEE FLOOR PLANS FOR WALL TYPES. 2. GENERALLY CENTER CEILING GRIDS IN EACH ROOM UNLESS NOTED OTHERWISE TO PROVIDE EQUALLY SIZED PANELS ON OPPOSITE WALLS. IF PLANS INDICATE A GRID ALIGNING WITH A COLUMN, WALL, SOFFIT, ETC. START GRID AT INDICATED SURFACE. 3. CEILING SPACES MAY BE LIMITED. SOME SOFFITS MAY REQ. MIN. CLEAR INSIDE DIMENSIONS AND MUST BE COORDINATED WITH MECH. PRIOR TO INSTALLATION. ALL PARTIES MUST COORDINATE THE INSTALLATION OF THEIR WORK PRIOR TO INSTALLATION TO AVOID CONFLICT. INSTALLATION OF WORK WITHOUT COORDINATION WILL BE THE BASIS FOR REJECTION, REMOVAL AND REPLACEMENT AT NO COST TO THE OWNER. 4. DIMENSIONS ON REFLECTED CEILING PLANS ARE OVERALL TO FACE OF FINISH UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE, ALIGN CEILING TRANSITIONS WITH COLUMNS, WALLS, ETC. 6. UNLESS NOTED OTHERWISE, ALL GYPSUM WALL BOARD SOFFITS AND CEILINGS ARE TO BE PAINTED. PAINTING INCLUDES THE VERTICIAL AND HORIZONTAL SURFACES. COORDINATE WITH FINISH PLANS. 7. LIGHTING, ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES REPRESENTED ON THESE REFLECTED CEILING PLANS ARE ILLUSTRATIVE ONLY AND MAY NOT REPRESENT ALL NECESSARY ITEMS. SEE MECH., ELEC. & PLUMBING DRAWINGS. 8. EXISTING CEILINGS TO REMAIN ARE TO BE PATCHED AND REPAIRED AS REQUIRED TO COMPLETE RENOVATION WORK INDICATED IN THE DRAWINGS. COORDINATE FINISH OF PATCHED AREAS TO MATCH ADJACENT EXISTING FINISHES. SHEET NOTES -DEMO REFLECTED CEILING PLAN ------------------------------U P D A T E -------------------------- SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:56:54 AMD2.20 22-081 12/07/2022 DEMOLITION REFLECTED CEILING PLAN -LEVEL 1 Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE 1/8" = 1'-0"D2.20 1 DEMO - LEVEL 1 RCP KEYNOTES - DEMO REFLECTED CEILING PLAN 1 CONTRACTOR TO COORDINATE WITH OWNER TO VERIFY ANY (E) CONDITIONS TO BE ALTERED OR (N) CONDITIONS TO BE INCLUDED INTO SCOPE - COORDINATE WITH MECH/ELEC/PLUMB PLANS FOR DEMO CONDITIONS 2 (E) GYP SOFFIT TO BE REMOVED - FINISHED REQUIREMENTS PER OWNER 4 (E) ACT CEILING TILES TO BE REPLACED, ACT TRACK SYSTEM TO REMAIN - SEE NEW FLOOR PLANS FOR SCOPE OF BATHROOM RENOVATION - REVISE THE EXISTING ACT GRID TO ACCOMODATE THE NEW BATHROOM 5 REPLACE ROUGHLY 50% OF THE (E) ACT CEILING 6 PROTECT (E) MEANS OF EGRESS AND GLAZING DURING CONSTRUCTION 7 (E) FINISH TO REMAIN - PATCH AS NEEDED - MATCH THE EXISTING FINISH AND PAINT PER THE NEW REFLECTED CEILING PLANS 8 (E) TILED CEILING TEXTURE TO BE DEMOLISHED 9 DEMO (E) ACT CEILING - SEE NEW REFLECTED CEILING PLANS FOR (N) FINISH 10 DEMO (E) WALL - SEE FLOOR PLANS FOR MORE INFORMATION - PATCH AS NEEDED AND PROTECT THE EXISTING CONDITIONS TO REMAIN 11 DEMO (E) DOOR/OPENING - SEE (N) PLANS FOR DESIGN INTENT - PATCH AND REPAIR CEILING FINISH AS NEEDED 12 DEMO (E) GYPSUM CEILING - SEE FINISH REFLECTED CEILING PLANS FOR (N) FINISH 13 DEMO (E) CMU WALLS - SEE STRUCTURAL FOR ANY NECESSARY TEMPORARY SUPPORTS NEEDED DURING CONSTRUCTION - PATCH AND REPAIR AS NEED PER THE FINISH REFLECTED CEILING PLANS 14 DEMO (E) POPCORN CEILING - SEE NEW REFLECTED CEILING PLANS FOR (N) FINISH 15 NO WORK IN ROOM - PROTECT DURING CONSTRUCTION NO.DATE REVISION DESCRIPTION N 1 1 2 2 A A C C 1 D4.00 1 D4.00 2 D4.00 2 D4.00 3 3 4 4 D D E E 5 5 5 5 12 5 8 5 5 ELEV. NOT IN USE ROOM 230 ROOM 223 ROOM 221 ROOM 228 ROOM 226 ROOM 219 ROOM 224 M.R.O. ROOM 222 LIN.S.S. STORAGE ROOM 217 ROOM 218 ROOM 220 ICE DIR. N. VESTIBULE LOUNGE / RINING ROOM ACTIVITIES STOR. CORRIDOR CORRIDORCORRIDOR NETWORK B.S. ROOM 216 ROOM 215 C.S. STOR. BIO ROOM 203 ROOM 205 ROOM 207 ROOM 214 ROOM 212 ROOM 210 ROOM 208 ROOM 206 ROOM 204 ROOM 202 ROOM 201 SHOWER EX.DIR. OFFICE COPIER BR. BR. CONSUL. MED ROOM STOR.N.S. REC. H.K. LIN. 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 10 10 10 10 10 10 12 10 10 10 10 10 10 10 7 9 15 15 8'-4 7/8"8'-7 1/8"10 10 5 7 10 12 1212 12 10 10 7 7 7 9 9 9 9 9 9 10 10 10 10 10 10 14 14 10 7 7 7 7 7 10 10 10 10 10 10 10 1010 10 10 10 10 7 7 7 7 7 7 7 7 7 7 77 7 7 7 10 14 54'-3 7/8"36'-5 5/8"7'-8"15'-4 1/2"7'-8 7/8"1'-11 5/8" B B DEMO -REFLECTED CEILING KEY GWB - GYPSUM WALL BOARD -PAINT ACT - ACOUSTIC CEILING TILE GWB - GYPSUM WALL BOARD -POPCORN FINISH CONC - CONCRETE W/ PLASTER/PAINT FINISH (E) ELEMENT TO BE DEMOLISHED 1. SEE FLOOR PLANS FOR WALL TYPES. 2. GENERALLY CENTER CEILING GRIDS IN EACH ROOM UNLESS NOTED OTHERWISE TO PROVIDE EQUALLY SIZED PANELS ON OPPOSITE WALLS. IF PLANS INDICATE A GRID ALIGNING WITH A COLUMN, WALL, SOFFIT, ETC. START GRID AT INDICATED SURFACE. 3. CEILING SPACES MAY BE LIMITED. SOME SOFFITS MAY REQ. MIN. CLEAR INSIDE DIMENSIONS AND MUST BE COORDINATED WITH MECH. PRIOR TO INSTALLATION. ALL PARTIES MUST COORDINATE THE INSTALLATION OF THEIR WORK PRIOR TO INSTALLATION TO AVOID CONFLICT. INSTALLATION OF WORK WITHOUT COORDINATION WILL BE THE BASIS FOR REJECTION, REMOVAL AND REPLACEMENT AT NO COST TO THE OWNER. 4. DIMENSIONS ON REFLECTED CEILING PLANS ARE OVERALL TO FACE OF FINISH UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE, ALIGN CEILING TRANSITIONS WITH COLUMNS, WALLS, ETC. 6. UNLESS NOTED OTHERWISE, ALL GYPSUM WALL BOARD SOFFITS AND CEILINGS ARE TO BE PAINTED. PAINTING INCLUDES THE VERTICIAL AND HORIZONTAL SURFACES. COORDINATE WITH FINISH PLANS. 7. LIGHTING, ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES REPRESENTED ON THESE REFLECTED CEILING PLANS ARE ILLUSTRATIVE ONLY AND MAY NOT REPRESENT ALL NECESSARY ITEMS. SEE MECH., ELEC. & PLUMBING DRAWINGS. 8. EXISTING CEILINGS TO REMAIN ARE TO BE PATCHED AND REPAIRED AS REQUIRED TO COMPLETE RENOVATION WORK INDICATED IN THE DRAWINGS. COORDINATE FINISH OF PATCHED AREAS TO MATCH ADJACENT EXISTING FINISHES. SHEET NOTES -DEMO REFLECTED CEILING PLAN ------------------------------U P D A T E -------------------------- SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:56:57 AMD2.30 22-081 12/07/2022 DEMOLITION REFLECTED CEILING PLAN -LEVEL 2 Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE NO.DATE REVISION DESCRIPTION 1/8" = 1'-0"D2.30 1 DEMO - LEVEL 2 RCP NKEYNOTES - DEMO REFLECTED CEILING PLAN 1 CONTRACTOR TO COORDINATE WITH OWNER TO VERIFY ANY (E) CONDITIONS TO BE ALTERED OR (N) CONDITIONS TO BE INCLUDED INTO SCOPE - COORDINATE WITH MECH/ELEC/PLUMB PLANS FOR DEMO CONDITIONS 2 (E) GYP SOFFIT TO BE REMOVED - FINISHED REQUIREMENTS PER OWNER 4 (E) ACT CEILING TILES TO BE REPLACED, ACT TRACK SYSTEM TO REMAIN - SEE NEW FLOOR PLANS FOR SCOPE OF BATHROOM RENOVATION - REVISE THE EXISTING ACT GRID TO ACCOMODATE THE NEW BATHROOM 5 REPLACE ROUGHLY 50% OF THE (E) ACT CEILING 6 PROTECT (E) MEANS OF EGRESS AND GLAZING DURING CONSTRUCTION 7 (E) FINISH TO REMAIN - PATCH AS NEEDED - MATCH THE EXISTING FINISH AND PAINT PER THE NEW REFLECTED CEILING PLANS 8 (E) TILED CEILING TEXTURE TO BE DEMOLISHED 9 DEMO (E) ACT CEILING - SEE NEW REFLECTED CEILING PLANS FOR (N) FINISH 10 DEMO (E) WALL - SEE FLOOR PLANS FOR MORE INFORMATION - PATCH AS NEEDED AND PROTECT THE EXISTING CONDITIONS TO REMAIN 11 DEMO (E) DOOR/OPENING - SEE (N) PLANS FOR DESIGN INTENT - PATCH AND REPAIR CEILING FINISH AS NEEDED 12 DEMO (E) GYPSUM CEILING - SEE FINISH REFLECTED CEILING PLANS FOR (N) FINISH 13 DEMO (E) CMU WALLS - SEE STRUCTURAL FOR ANY NECESSARY TEMPORARY SUPPORTS NEEDED DURING CONSTRUCTION - PATCH AND REPAIR AS NEED PER THE FINISH REFLECTED CEILING PLANS 14 DEMO (E) POPCORN CEILING - SEE NEW REFLECTED CEILING PLANS FOR (N) FINISH 15 NO WORK IN ROOM - PROTECT DURING CONSTRUCTION LEVEL 2 105'-4" 1234 T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" 1 LEVEL 2 105'-4" 1 2 3 4 T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" 2 1. - SHEET NOTES -BUILDING ELEVATIONS ------------------------------U P D A T E -------------------------- PAINTED 8" STANDARD CMU PAINTED EFIS EXTERIOR FINISH A C PAINTED 8" FLUTED CMU CMU FACE B LEVEL 1 97'-0" LEVEL 2 105'-4" C D E T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" 1 LEVEL 1 97'-0" LEVEL 2 105'-4" CDE T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" 3 SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:57:04 AMD3.00 22-081 12/07/2022 DEMOLITION EXTERIOR ELEVATIONS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE KEYNOTES - DEMO EXTERIOR ELEVATIONS 1 (E) WALL ASSEMBLY TO BE DEMOED FOR (N) UNIT WINDOW - SEE FLOOR PLANS AND WINDOW ELEVATIONS FOR MORE INFORMATION 2 (E) EXTERIOR RAMP HANDRAIL TO BE DEMOED 3 (E) EXTERIOR DOOR ASSEMBLY TO BE REMOVED - WINDOW ASSEMBLY TO BE CONSTRUCTED AND REPLACE DOOR 1 NO.DATE REVISION DESCRIPTION 1/8" = 1'-0"D3.00 1 EAST ELEVATION DEMOLITION 1/8" = 1'-0"D3.00 2 WEST ELEVATION DEMOLITION EXTERIOR MATERIAL LEGEND 1/8" = 1'-0"D3.00 3 NORTH ELEVATION DEMO - INT. 1/8" = 1'-0"D3.00 4 SOUTH ELEVATION DEMO - INT. LEVEL 1 97'-0" LEVEL 2 105'-4" A C 2 D4.00 2 D4.00 D E T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" LEVEL 1 DROP SLAB 96'-5" B LEVEL 1 97'-0" LEVEL 2 105'-4" 12 1 D4.00 1 D4.00 34 T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0"10'-3"5'-4"3'-0"8'-4"10'-3"LEVEL 2 NEW 105'-10" 6'-0"7'-0"8 1/8"9 7/8" T.O. PARAPET 117'-10 1/2" LEVEL 1 DROP SLAB 96'-5" SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:57:07 AMD4.00 22-081 12/07/2022 DEMOLITION SECTIONS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE KEYNOTES - DEMO SECTIONS 1 NOTE 1 NO.DATE REVISION DESCRIPTION 1/8" = 1'-0"D4.00 1 DEMO - BUILDING SECTION 1 1/8" = 1'-0"D4.00 2 DEMO - BUILDING SECTION 2 SECOND DIGIT = CONSTRUCTION TYPE C:COLD FORMED METAL FRAMING (METAL STUD) D:DOUBLE COLD FORMED METAL FRAMING F:COLD FORMED METAL FURRING WALL (GYPSUM BOARD ON ONE SIDE) M:CONCRETE MASONRY UNIT (CMU) WALL N:CAST-IN-PLACE CONCRETE WALL S:SHAFT WALL, GYPSUM SHAFT LINER CONSTRUCTION W:2X WOOD STUD FRAMING X:DOUBLE 2X WOOD STUD FRAMING Y:2X WOOD FURRING WALL (GYPSUM BOARD ON ONE SIDE) THIRD DIGIT = CORE THICKNESS 1:1-5/8" METAL STUD 2:2X2 WOOD STUD OR 2-1/2" METAL STUD 3:3-5/8" METAL STUD 4:2X4 WOOD STUD (NOMINAL), 4" METAL STUD, OR 4" NOMINAL CMU 6:2X6 WOOD STUD (NOMINAL), 6" METAL STUD, OR 6" NOMINAL CMU 8:2X8 WOOD STUD (NOMINAL), 8" METAL STUD, OR 8" NOMINAL CMU, OR (2) 2X WOOD/MTL. STUD W/ 1" MIN. AIRSPACE X:10" METAL STUD OR 10" NOMINAL CMU OR (2) 2X WOOD/MTL. STUD W/ AIRSPACE Y:12" METAL STUD OR 12" NOMINAL CMU FOURTH DIGIT = GYP. BD. AND SHEAR 0:NO GYPSUM BOARD IN WALL ASSEMBLY A:ONE (1) LAYER ON ONE SIDE OF FURRED (F) OR (Y) WALL B:ONE (1) LAYER OF GYPSUM BOARD ON EACH SIDE OF CORE C:ONE (1) LAYER OF GYPSUM BOARD ON ONE SIDE OF CORE AND TWO (2)LAYERS OF GYPSUM BOARD ON OTHER SIDE OF CORE D:TWO (2) LAYERS OF GYPSUM BOARD ON EACH SIDE OF CORE OR TWO (2) LAYERS ON ONE SIDE OF FURRED (F) OR (Y) WALL E:ONE (1) LAYER OF GYPSUM BOARD ON EACH SIDE OF CORE - ONE (1) SIDE IS A MOISTURE LAYER OF GYPSUM BOARD FIFTH DIGIT = ACOUSTIC PROPERTIES 0:NO ACOUSTIC PROPERTIES IN ASSEMBLY 1:ACOUSTIC BATT TO PROVIDE STC RATING INDICATED 2:RESILIENT CHANNEL 3:ACOUSTIC BATT TO PROVIDE STC RATING INDICATED AND RESILIENT CHANNEL SIXTH DIGIT = ASSEMBLY FIRE RATING (HRS) 0:NON-FIRE RATED ASSEMBLY 1:ONE-HOUR FIRE RATED ASSEMBLY 2:TWO-HOUR FIRE RATED ASSEMBLY 3:THREE-HOUR FIRE RATED ASSEMBLY 4:FOUR-HOUR FIRE RATED ASSEMBLY (NOT USED) INTERIOR WALL TAG LEGEND FIRST DIGIT = INTERIOR INDICATOR i:INTERIOR WALL W6A10i SECOND DIGIT = CONSTRUCTION TYPE C:COLD-FORMED METAL FRAMING (METAL STUD) F:FURRING WALL (METAL STUD, GYP. BD ON ONE SIDE) L:FURRING WALL (WOOD STUD, GYP. BD ON ONE SIDE) M:CONCRETE MASONRY UNIT (CMU) WALL N:CAST-IN-PLACE CONCRETE WALL S:SHAFT WALL, GYPSUM SHAFT LINER CONSTRUCTION W:2X WOOD STUD FRAMING THIRD DIGIT = CORE TOTAL THICKNESS 1:1-5/8" METAL STUD 2:2X2 WOOD STUD OR 2-1/2" METAL STUD 3:3-5/8" METAL STUD 4:2X4 WOOD STUD (NOMINAL), 4" METAL STUD, OR 4" NOMINAL CMU 6:2X6 WOOD STUD (NOMINAL), 6" METAL STUD, OR 6" NOMINAL CMU 8:2X8 WOOD STUD (NOMINAL), 8" METAL STUD, OR 8" NOMINAL CMU X:10" METAL STUD OR 10" NOMINAL CMU Y:12" METAL STUD OR 12" NOMINAL CMU FOURTH DIGIT = EXTERIOR DESCRIPTION, SEE EXTERIOR ELEVATIONS M:METAL PANEL/PLANK OVER INSUL. AND SHEATHING AS SHOWN B:FACE-BRICK W/ AIRSPACE OVER INSUL. AND SHEATHING AS SHOWN W:WOOD SIDING OVER INSUL. AND SHEATHING AS SHOWN E:EFIS/STUCCO W/ EXTERIOR INSULATION AND SHEATHING F:FOUNDATION WALL -NO ADDITIONAL MATERIALS P: PAINTED PLYWOOD @ EXTERIOR FINISH S: CMU SOLDIER COURSE FACE SIXTH DIGIT = ASSEMBLY FIRE RATING (HRS) 0:NON-FIRE RATED ASSEMBLY 1:ONE-HOUR FIRE RATED ASSEMBLY 2:TWO-HOUR FIRE RATED ASSEMBLY 3:THREE-HOUR FIRE RATED ASSEMBLY W6M10 EXTERIOR WALL TAG LEGEND FIRST DIGIT = EXTERIOR INDICATOR e:EXTERIOR WALL FIFTH DIGIT = INTERIOR SIDE MODIFIER 0:NO GYPSUM BOARD AT INTERIOR SIDE OF WALL ASSEMBLY 1:ONE (1) LAYER OF GYPSUM BOARD ON INTERIOR SIDE OF CORE 2:TWO (2) LAYERS OF GYPSUM BOARD ON INTERIOR SIDE OF CORE e EXTERIOR INSULATION WD. SHEATHING 8" CMU W/ INTERIOR PAINT FINISH -STRUCTURAL TO VERIFY IF IT IS REINFORCED ADHESIVE LAYER EFIS/STUCCO W/ MESH REINFORCEMENT 7 5/8" 9 5/8" EXTERIOR INSULATION WD. SHEATHING 10" CMU W/ INTERIOR PAINT FINISH -STRUCTURAL TO VERIFY IF IT IS REINFORCED ADHESIVE LAYER EFIS/STUCCO W/ MESH REINFORCEMENT EXTERIOR INSULATION WD. SHEATHING 12" CMU W/ INTERIOR PAINT FINISH -STRUCTURAL TO VERIFY IF IT IS REINFORCED ADHESIVE LAYER EFIS/STUCCO W/ MESH REINFORCEMENT 11 5/8" AIR BARRIER -DRAINAGE PLAIN WD. SHEATHING 10" CMU W/ INTERIOR PAINT FINISH -STRUCTURAL TO VERIFY IF IT IS REINFORCED VAPOR BARRIER SOLDIER COURSE BRICK 9 5/8" EXTERIOR INSULATION WD. SHEATHING 12" CMU W/ INTERIOR PAINT FINISH -STRUCTURAL TO VERIFY IF IT IS REINFORCED ADHESIVE LAYER EFIS/STUCCO W/ MESH REINFORCEMENT 11 5/8" BASE SECTION CAULK ACOUSTICAL SEALANT @ EACH LAYER GYP. BD. METAL STUDS, SIZE PER SCHEDULE, BRACE AS REQUIRED -SEE STRUCT. FOR SPACING AND GAUGE DEFLECTION CHANNEL, PROVIDE WHERE STUDS ATTACH TO UNDERSIDE OF STRUCTURE HEAD SECTION PLAN CAULK ACOUSTICAL SEALANT @ EA. LAYER GYP. BD. GYP. BD., NUMBER OF LAYERS AND SIDES PER SCHEDULE AND PER INDICATIONS ON DRAWINGS WALL TYPE C METAL STUD PARTITION (COLD-FORMED) BASE SECTION CAULK ACOUSTICAL SEALANT @ EACH LAYER GYP. BD. SOUND ATTENUATION INSULATION PER SCHEDULE HEAD SECTION PLAN GYP. BD., NUMBER OF LAYERS AND SIDES PER SCHEDULE AND PER INDICATIONS ON DRAWINGS WALL TYPE F FURRING (COLD-FORMED METAL STUD) FACE OF ADJACENT WALL AS OCCURS CEILING PER RCP OR AS SCHEDULED CORE DIM. SOUND ATTENUATION INSULATION PER SCHEDULE METAL STUDS, SIZE PER SCHEDULE, BRACE AS REQUIRED -SEE STRUCT. FOR SPACING AND GAUGE UNDERSIDE OF STRUCTURE DEFLECTION CHANNEL, PROVIDE WHERE STUDS ATTACH TO UNDERSIDE OF STRUCTURE CAULK ACOUSTICAL SEALANT @ EA. LAYER GYP. BD. UNDERSIDE OF STRUCTURE BASE SECTION HEAD SECTION PLAN CONCRETE WALL PER SCHEDULE BASE AND FLOOR FINISH AS SCHEDULED WALL TYPE N CAST-IN-PLACE CONCRETE WALL NOTE:SEE STRUCTURAL FOR HORIZONTAL AND VERTICAL REINFORCEMENT REQUIRED i C----i F----i N---- BASE SECTION CAULK ACOUSTICAL SEALANT @ EACH LAYER GYP. BD. WD BLOCKING, SIZE PER SCHEDULE, BRACE AS REQUIRED -SEE STRUCT. FOR SPACING HEAD SECTION PLAN CAULK ACOUSTICAL SEALANT @ EA. LAYER GYP. BD. GYP. BD., NUMBER OF LAYERS AND SIDES PER SCHEDULE AND PER INDICATIONS ON DRAWINGS WALL TYPE W WOOD STUD PARTITION (2X LUMBER) SOUND ATTENUATION INSULATION PER SCHEDULE UNDERSIDE OF STRUCTURE i W---- REINFORCEMENT PER STRUCUTRAL, SEE NOTE ABOVE. REINFORCEMENT PER STRUCUTRAL, SEE NOTE BELOW. WALL TYPE L FURRING (2X LUMBER WOOD STUD) i L---- NOTE:REFER TO STRUCT. DRAWINGS FOR PLYWOOD SHEAR LOCATIONS. UNIT SEPARATION WALLS SHALL COMPLY WITH THE CURRENT ADOPTED CODE. PROVIDE ACOUSTICAL & FIRE-RATED SEALANT AT JOINTS. RESILIENT CHANNELS PER SCHEDULE DBL SOLE-PLATE WHERE GYP. CONC. UNDERLAYMENT IS SHOWN AT FLOOR TREATED PLATE WHEN IN CONTACT WITH CONC. CEILING PER RCP OR AS SCHEDULED CEILING PER RCP OR AS SCHEDULED CEILING PER RCP OR AS SCHEDULED BASE SECTION HEAD SECTION WALL TYPE Y WOOD STUD DEMISING (2X LUMBER) i Y---- CEILING PER RCP OR AS SCHEDULED GYP. BD., NUMBER OF LAYERS AND SIDES PER SCHEDULE AND PER INDICATIONS ON DRAWINGS SOUND ATTENUATION INSULATION PER SCHEDULE CAULK ACOUSTICAL SEALANT @ EACH LAYER GYP. BD. TREATED PLATE WHEN IN CONTACT WITH CONC. UNDERSIDE OF STRUCTURE CAULK ACOUSTICAL SEALANT @ EA. LAYER GYP. BD. DBL SOLE-PLATE WHERE GYP. CONC. UNDERLAYMENT IS SHOWN AT FLOOR WD BLOCKING, SIZE PER SCHEDULE, BRACE AS REQUIRED -SEE STRUCT. FOR SPACING CORE DIM.CORE DIM.CORE DIM.CORE DIM. BASE SECTION CAULK ACOUSTICAL SEALANT @ EACH LAYER GYP. BD. METAL STUDS, SIZE PER SCHEDULE, BRACE AS REQUIRED -SEE STRUCT. FOR SPACING AND GAUGE DEFLECTION CHANNEL, PROVIDE WHERE STUDS ATTACH TO UNDERSIDE OF STRUCTURE HEAD SECTION PLAN CAULK ACOUSTICAL SEALANT @ EA. LAYER GYP. BD. GYP. BD., NUMBER OF LAYERS AND SIDES PER SCHEDULE AND PER INDICATIONS ON DRAWINGS WALL TYPE C METAL STUD PARTITION (COLD-FORMED) BASE SECTION CAULK ACOUSTICAL SEALANT @ EACH LAYER GYP. BD. SOUND ATTENUATION INSULATION PER SCHEDULE HEAD SECTION PLAN GYP. BD., NUMBER OF LAYERS AND SIDES PER SCHEDULE AND PER INDICATIONS ON DRAWINGS WALL TYPE F FURRING (COLD-FORMED METAL STUD) FACE OF ADJACENT WALL AS OCCURS CEILING PER RCP OR AS SCHEDULED 1"CORE DIM. SOUND ATTENUATION INSULATION PER SCHEDULE METAL STUDS, SIZE PER SCHEDULE, BRACE AS REQUIRED -SEE STRUCT. FOR SPACING AND GAUGE UNDERSIDE OF STRUCTURE DEFLECTION CHANNEL, PROVIDE WHERE STUDS ATTACH TO UNDERSIDE OF STRUCTURE CAULK ACOUSTICAL SEALANT @ EA. LAYER GYP. BD. UNDERSIDE OF STRUCTURE BASE SECTION HEAD SECTION PLAN CONCRETE WALL PER SCHEDULE BASE AND FLOOR FINISH AS SCHEDULED WALL TYPE N CAST-IN-PLACE CONCRETE WALL NOTE:SEE STRUCTURAL FOR HORIZONTAL AND VERTICAL REINFORCEMENT REQUIRED i C----i F----i N---- BASE SECTION CAULK ACOUSTICAL SEALANT @ EACH LAYER GYP. BD. WD BLOCKING, SIZE PER SCHEDULE, BRACE AS REQUIRED -SEE STRUCT. FOR SPACING HEAD SECTION PLAN CAULK ACOUSTICAL SEALANT @ EA. LAYER GYP. BD. GYP. BD., NUMBER OF LAYERS AND SIDES PER SCHEDULE AND PER INDICATIONS ON DRAWINGS WALL TYPE W WOOD STUD PARTITION (2X LUMBER) SOUND ATTENUATION INSULATION PER SCHEDULE UNDERSIDE OF STRUCTURE i W---- REINFORCEMENT PER STRUCUTRAL, SEE NOTE ABOVE. REINFORCEMENT PER STRUCUTRAL, SEE NOTE BELOW. NOTE:REFER TO STRUCT. DRAWINGS FOR PLYWOOD SHEAR LOCATIONS. UNIT SEPARATION WALLS SHALL COMPLY WITH THE CURRENT ADOPTED CODE. PROVIDE ACOUSTICAL & FIRE-RATED SEALANT AT JOINTS. RESILIENT CHANNELS PER SCHEDULE DBL SOLE-PLATE WHERE GYP. CONC. UNDERLAYMENT IS SHOWN AT FLOOR TREATED PLATE WHEN IN CONTACT WITH CONC. CEILING PER RCP OR AS SCHEDULED CEILING PER RCP OR AS SCHEDULED CEILING PER RCP OR AS SCHEDULED BASE SECTION HEAD SECTION WALL TYPE Y WOOD STUD DEMISING (2X LUMBER) i Y---- CEILING PER RCP OR AS SCHEDULED GYP. BD., NUMBER OF LAYERS AND SIDES PER SCHEDULE AND PER INDICATIONS ON DRAWINGS SOUND ATTENUATION INSULATION PER SCHEDULE CAULK ACOUSTICAL SEALANT @ EACH LAYER GYP. BD. TREATED PLATE WHEN IN CONTACT WITH CONC. UNDERSIDE OF STRUCTURE CAULK ACOUSTICAL SEALANT @ EA. LAYER GYP. BD. DBL SOLE-PLATE WHERE GYP. CONC. UNDERLAYMENT IS SHOWN AT FLOOR WD BLOCKING, SIZE PER SCHEDULE, BRACE AS REQUIRED -SEE STRUCT. FOR SPACING CORE DIM.CORE DIM.CORE DIM.CORE DIM. SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:03 AMA1.00 22-081 12/07/2022 WALL ASSEMBLIES Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE EXISTING INTERIOR WALL TYPES EXISTING EXTERIOR WALL TYPES SEE INTERIOR WALL TAG LEGEND, THIS SHEET INTERIOR WALL TYPE SCHEDULE TAG CORE DIMENSION FIRE PROTECTION ACOUSTICS NOTESFIRE RATING TEST/FILE NO.STC RATING (MIN.) iC3A00 3 5/8" - - - NLB (NON-LOAD BEARING) iC3B00 3 5/8" - - <varies> NLB (NON-LOAD BEARING) iC3B11 3 5/8" 1 HR UL U465 <varies> <varies> iC3C31 3 5/8" 1 HR UL U465 SEE GA FILE NO WP 0978 - 55-59 STC NLB (NON-LOAD BEARING) - 6" ASSEMBLY TO MATCH 6" CONC. iC3D02 3 5/8" 2 HR UL U486 - NLB (NON-LOAD BEARING) iC4B00 4" - - - NLB (NON-LOAD BEARING) iC4B11 4" 1 HR UL U465 <varies> <varies> iC4C31 4" 1 HR UL U465 SEE GA FILE NO WP 0978 - 55-59 STC NLB (NON-LOAD BEARING) iC6B00 6" - - - NLB (NON-LOAD BEARING) iC6B11 6" 1 HR UL U465 <varies> <varies> iC8B01 7 5/8" 1 HR UL V469 - NLB (NON-LOAD BEARING) - MATCH CMU WALL DEPTH - 1 3/8" AIR SPACE iCXB01 10 3/4" 1 HR UL V469 - NLB (NON-LOAD BEARING) - MATCH CMU WALL DEPTH - 2 3/4" AIR SPACE iF3A00 iF9D31 3 5/8" 1 HR UL U465 SEE GA FILE NO WP 0978 - 55-59 STC REMOVE EXISTING GYPSUM AND FINISH W/ 1/2" RESILIENT CHANNEL AND 2 LAYERS OF GYP ON ONE SIDE iM8000 7 5/8" - - - LB (LOAD BEARING) iM8001 7 5/8" 1 HR 2021 IBC TABLE 721.1(2) - LB (LOAD BEARING) iM8002 7 5/8" 2 HR 2021 IBC TABLE 721.1(2) - LB (LOAD BEARING) iMX001 9 5/8" 1 HR 2021 IBC TABLE 721.1(2) - LB (LOAD BEARING) iMY001 11 5/8" 1 HR 2021 IBC TABLE 721.1(2) - LB (LOAD BEARING) iN6000 6" - - <varies> <varies> iN6001 6" 1 HR 2021 IBC TABLE 722.2.1.1 <varies> <varies> iN6002 6" 2 HR 2021 IBC TABLE 722.2.1.1 - LB (LOAD BEARING) iNY001 12" 1 HR 2021 IBC TABLE 722.2.1.1 - <varies> SEE EXTERIOR WALL TAG LEGEND, THIS SHEET EXTERIOR WALL TYPE SCHEDULE TAG CORE DIMENSION FIRE PROTECTION ACOUSTICS NOTESFIRE RATING TEST/FILE NO.STC RATING (MIN.) eMXE00 eMXP00 eMXS00 eMYE01 NEW EXTERIOR WALL TYPES NEW INTERIOR WALL TYPES M8E EXTERIOR WALL TYPE MXE EXTERIOR WALL TYPE MYE EXTERIOR WALL TYPE NO.DATE REVISION DESCRIPTION MXB EXTERIOR WALL TYPE MYE01 EXTERIOR WALL TYPE SEAL PENETRATION SUCH AS PIPES, CONDUITS, DUCTS, MOUNTS, ETC. AIRTIGHT WITH NON- HARDENING ACOUSTIC SEALANT -USE BACKER ROD IF OPENING IS TO BIG TO FILL WITH SEALANT ALONE SOUND ISOLATION PAD (KINETICS ISOBACKER OR APPROVED EQUAL) SURROUNDING OUTLETS, ELECTRICAL BOXES, ETC. BASE MATERIAL NON-HARDENING ACOUSTIC SEALANT NON-HARDENING ACOUSTIC SEALANT TYP. ACOUSTIC WALL @ CONCRETE SLAB TYP. ACOUSTIC WALL @ FLOOR SYSTEM TYP. RECESSED PENETRATION @ ACOUSTIC WALL TYP. ACOUSTIC WALL INTERSECTION TYP. PENETRATION @ ACOUSTIC WALL NON-HARDENING ACOUSTIC SEALANT MTL. SLEVE UP TO 1/2" LARGER THAN OUSIDE DIA. OF DUCT OR PIPE PACK SPACE COMPLETELY W/ MINERAL FIBER TYP. ACOUSTIC MTL. WALL DETAILS 1. WALL CONSTRUCTIONS SHOULD BE INSTALLED PER THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) STANDARD C919, STANDARD PRACTICE FOR USE OF SEALANTS IN ACOUSTICAL APPLICATIONS. REFERENCE TO THE STANDARDS SHOULD BE MADE WHEN REFERRING TO WALL TYPES USED FOR THE PROJECT OR IN THE PROJECT SPECIFICATIONS. 2. THE WALLS MUST EXTEND FULL HEIGHT AND BE SEALED AIRTIGHT TO THE UNDERSIDE OF THE STRUCTURE ABOVE USING NON-HARDENING ACOUSTICAL CAULK. OPTIONS FOR CREATING THE WALL-TO-DECK SEAL ARE SHOWN IN THE TYP. ACOUSTIC WALL DETAILS 3. IF THE OPENINGS BETWEEN THE JOISTS WILL NOT BE BLOCKED BY A FULL- HEIGHT WALL CONSTRUCTION, THE OPENINGS SHOULD BE BLOCKED ACCORDING TO THE JOIST MANUFACTURER’S RECOMMENDATIONS AND DETAILS. 4. PENETRATIONS OF THE WALL CONSTRUCTIONS SHOULD BE AVOIDED, BUT IF NECESSARY, SEAL THE ENTIRE PERIMETER AND ANNULAR SPACE BETWEEN ANY DUCTS, PIPES, OR CONDUITS AND THE CONSTRUCTION WITH NON-HARDENING ACOUSTICAL CAULK, AS SHOWN IN THE TYP. ACOUSTIC WALL DETAILS. USE FOAM-BACKER ROD PRIOR TO CAULKING IF THE SPACE IS TOO LARGE TO BRIDGE WITH CAULK ALONE. 5. THE COMPLETE RECOMMENDED WALL CONSTRUCTION MUST EXTEND BEHIND SOFFITS, SHELVING OR CABINETS LOCATED ALONG WALLS, OTHERWISE THE SOUND ISOLATION PROPERTIES OF THE WALL WILL BE COMPROMISED. 6. SEAL ALL GAPS AT THE FLOOR AND AT WALL INTERSECTIONS AIRTIGHT WITH NON-HARDENING ACOUSTICAL CAULK. IF CAULK WILL NOT BRIDGE A GAP, THEN FILL THE GAP WITH FOAM-BACKER ROD PRIOR TO SEALING WITH CAULK. THE GAP BETWEEN THE BOTTOM OF THE WALL AND THE FLOOR MUST BE SEALED WITH NON-HARDENING CAULK PRIOR TO THE INSTALLATION OF THE BASE MATERIAL, NOT JUST COVERED WITH A BASE, OR ELSE THE SOUND ISOLATION CHARACTERISTICS OF THE WALL WILL BE COMPROMISED. 7. WHEN INSTALLING MULTIPLE LAYERS OF GYPSUM BOARD, INSTALL EACH LAYER PERPENDICULAR TO THE PREVIOUS LAYER, STAGGERING THE JOINTS OF EACH LAYER. THE JOINTS OF EACH LAYER SHOULD BE TAPED AND SEALED WITH JOINT COMPOUND PRIOR TO THE ADDITION OF THE NEXT LAYER. 8. ELECTRICAL, COMPUTER, TELEVISION, TELEPHONE, ETC. BOXES SHOULD NOT BE LOCATED BACK-TO-BACK ON OPPOSITE SIDES OF A WALL. THE BOXES SHOULD BE OFFSET BY A MINIMUM OF 24 INCHES, OR ONE STUD BAY, WHICHEVER IS GREATER. ALL PENETRATIONS IN THE BOXES SHOULD BE SEALED AIRTIGHT WITH NON-HARDENING ACOUSTICAL CAULK OR FIRESTOP PUTTY. THE OPENING BETWEEN THE PERIMETER OF THE BOXES AND THE FACE LAYER OF GYPSUM BOARD SHOULD BE SEALED WITH NON- HARDENING ACOUSTICAL CAULK. IF THE RECOMMENDED 24-INCH OFFSET CANNOT BE ACHIEVED, A GYPSUM BOARD BAFFLE CAN BE INSTALLED BEHIND AT LEAST ONE OF THE BOXES, PROVIDED THAT THE BAFFLE EXTENDS AT LEAST 24 INCHES ABOVE AND BELOW THE BOXES AND THERE IS INSULATION IN THE CAVITY. 9. SURFACE MOUNTED LIGHT FIXTURES AND CABINETS SHOULD BE USED INSTEAD OF RECESSED FIXTURES AND CABINETS ALONG THE RECOMMENDED WALL CONSTRUCTIONS. IF RECESSED LIGHT FIXTURES ARE USED, THEY SHOULD BE ENCLOSED IN GYPSUM BOARD OR SHEET METAL PROVIDED THAT THE FIXTURES ARE PROPERLY SPECIFIED FOR THE ENCLOSURE AND ACCEPTABLE PER THE LOCAL FIRE CODE. IF RECESSED CABINETS ARE USED, THEY SHOULD BE OFFSET BY A MINIMUM OF 24 INCHES, OR TWO STUD BAYS, WHICHEVER IS GREATER. IF CABINETS CANNOT BE OFFSET, THEN A LAYER OF GYPSUM BOARD SHOULD BE INSTALLED BEHIND EACH CABINET WITHIN THE STUD CAVITY. SOUND ISOLATION NOTESSEAL TO UNDERSIDE OF STRUCTURE AIRTIGHT WITH NON-HARDENING ACOUSTIC SEALANT SEAL PENETRATION SUCH AS PIPES, CONDUITS, DUCTS, MOUNTS, ETC. AIRTIGHT WITH NON- HARDENING ACOUSTIC SEALANT -USE BACKER ROD IF OPENING IS TO BIG TO FILL WITH SEALANT ALONE SOUND ISOLATION PAD (KINETICS ISOBACKER OR APPROVED EQUAL) SURROUNDING OUTLETS, ELECTRICAL BOXES, ETC. SEAL BASE OF WALL AIRTIGHT WITH NON- HARDENING ACOUSTIC SEALANT -USE BACKER ROD IF OPENING IS TOO BIG TO FILL WITH SEALANT ALONE BASE MATERIAL NON-HARDENING ACOUSTIC SEALANT NON-HARDENING ACOUSTIC SEALANT TYP. ACOUSTIC WALL @ DECK (SIM @ GWB LID) TYP. ACOUSTIC WALL @ FLOOR SYSTEM TYP. RECESSED PENETRATION @ ACOUSTIC WALL TYP. ACOUSTIC WALL INTERSECTION TYP. PENETRATION @ ACOUSTIC WALL NON-HARDENING ACOUSTIC SEALANT MTL. SLEVE UP TO 1/2" LARGER THAN OUSIDE DIA. OF DUCT OR PIPE PACK SPACE COMPLETELY W/ MINERAL FIBER TYP. ACOUSTIC WOOD WALL DETAILS FIRESTOP SEALANT @ FIRERATED WALLS FIRESTOP SEALANT AT RATED WALLS FIRESTOP SEALANT SLOTTED DEFLECTION TRACK -RATED FOR 3/4" DEFLECTION, MECHANICALLY FASTEN 24" O.C. MAX DEFLECTION BEAD AS REQ. EACH SIDE, TYP. SEAL BASE OF WALL AIRTIGHT WITH NON- HARDENING ACOUSTIC SEALANT -USE BACKER ROD IF OPENING IS TOO BIG TO FILL WITH SEALANT ALONE FIRESTOP SEALANT AT RATED WALLS FIRESTOP SEALANT AT RATED WALLS FIRESTOP SEALANT AT RATED WALLS FIRESTOP SEALANT AT RATED WALLS FIRESTOP SEALANT AT RATED WALLS SEAL TO UNDERSIDE OF STRUCTURE AIRTIGHT WITH NON-HARDENING ACOUSTIC SEALANT SEAL PENETRATION SUCH AS PIPES, CONDUITS, DUCTS, MOUNTS, ETC. AIRTIGHT WITH NON-HARDENING ACOUSTIC SEALANT -USE BACKER ROD IF OPENING IS TO BIG TO FILL WITH SEALANT ALONE SOUND ISOLATION PAD (KINETICS ISOBACKER OR APPROVED EQUAL) SURROUNDING OUTLETS, ELECTRICAL BOXES, ETC. SEAL BASE OF WALL AIRTIGHT WITH NON-HARDENING ACOUSTIC SEALANT -USE BACKER ROD IF OPENING IS TOO BIG TO FILL WITH SEALANT ALONE BASE MATERIAL TYP. DOUBLE STUD ACOUSTIC WALL @ DECK (SIM @ GWB LID) TYP. DOUBLE STUD ACOUSTIC WALL @ FLOOR SYSTEM TYP. RECESSED PENETRATION @ DOUBLE STUD ACOUSTIC WALL FIRESTOP SEALANT @ FIRERATED WALLS FIRESTOP SEALANT AT RATED WALLS HORIZONTALLY OFFSET BOX LOCATIONS TO AVOID FLANKING SOUND PARTITION -2 HR UL DESIGN: U465 UL DESIGN: V438 2 HOUR PARTITION -(2 LAYER 5/8" 'TYPE X' GYPSUM BOARD) NON-RATED WD. STUD PARTITION PARTITION -2 HR UL DESIGN: U411 UL DESIGN: V438 TAPE AND JOINT COMPOUND 2 LAYERS 5/8" 'TYPE X' GYPSUM BOARD CORNER BEAD STAGGERED GWB @ JOINTS 2 LAYERS 5/8" 'TYPE X' GYPSUM BOARD 1 HOUR EXTERIOR WALL 2 HOUR RATED PARTITION 2 LAYERS 5/8" 'TYPE X' GYPSUM BOARD EXTERIOR WALL CLADDING 5/8" GLASS MAT 'TYPE X' GYPSUM SHEATHING FLEXIBLE SEALANT (OPTIONAL) 5/8" 'TYPE X' GYPSUM BOARD CONTINUOUS STEEL TRACK CLIPPED TO RECEIVE GYPSUM BOARD 3/4" MAX.MIN. 4 1/2" REINFORCED CONC. SLAB FIRESTOP SEALANT BACKER ROD, GLASS FIBER INSUL.,OR MINERAL WOOL INSUL. STEEL TRACK-MECHANICALLY FASTEN 24" O.C. MAX 2 LAYERS 5/8" 'TYPE X' GYPSUM BOARD STEEL STUD 24" O.C. MAX. -SEE PLAN FOR WALL TYPE GLASS FIBER INSUL. STEEL TRACK-MECHANICALLY FASTEN 24" O.C. MAX SEALANT AND BACKER ROD (OPTIONAL) HEAD OF WALL -2 HR UL DESIGN: HW-D-0079 UL DESIGN: HW-D-0083 PARTITION -2 HR UL DESIGN: U411 UL DESIGN: V438 PARTITION -1 HR UL DESIGN: U465 UL DESIGN: V438 TAPE AND JOINT COMPOUND 5/8" 'TYPE X' GYPSUM BOARD CORNER BEAD PARTITION -1 HR UL DESIGN: U465 UL DESIGN: V438 TAPE AND JOINT COMPOUND 2 HR RATED PARTITION (2 LAYERS 5/8" 'TYPE X' GYPSUM BOARD) 1 HR RATED PARTITION 1 LAYER 5/8" 'TYPE X' GYPSUM BOARD) PARTITION -2 HR UL DESIGN: U411 UL DESIGN: V438 STAGGERED GWB @ JOINTS STAGGERED GWB @ JOINTS PARTITION -2 HR UL DESIGN: U411 UL DESIGN: V438 SOLID CORE WOOD DOOR 2 HOUR RATED PARTITION 2 LAYERS 5/8" 'TYPE X' GYPSUM BOARD JAMB ANCHOR CLIP STEEL DOOR FRAME PARTITION -1 HR UL DESIGN: U465 UL DESIGN: V438 1 HOUR CORRIDOR PARTITION (1 LAYER 5/8" 'TYPE X' GYPSUM BOARD) NON-RATED STEEL STUD PARTITION MIN. 4 1/2" REINFORCED CONC. SLAB FIRESTOP SEALANT STEEL TRACK-MECHANICALLY FASTEN 24" O.C. MAX 1 LAYER 5/8" 'TYPE X' GYPSUM BOARD STEEL STUD 24" O.C. MAX. -SEE PLAN FOR WALL TYPE GLASS FIBER INSUL. STEEL TRACK-MECHANICALLY FASTEN 24" O.C. MAX SEALANT AND BACKER ROD (OPTIONAL) HEAD OF WALL -1 HR UL DESIGN: HW-D-0079 UL DESIGN: HW-D-0083 PARTITION -1 HR UL DESIGN: U465 UL DESIGN: V438 3/4" MAX.1/4" MIN.MIN. 4 1/2" REINFORCED CONC. SLAB FIRESTOP SEALANT STEEL TRACK-MECHANICALLY FASTEN 24" O.C. MAX 1 LAYER 5/8" 'TYPE X' GYPSUM BOARD STEEL STUD 24" O.C. MAX. -SEE PLAN FOR WALL TYPE GLASS FIBER INSUL. STEEL TRACK-MECHANICALLY FASTEN 24" O.C. MAX SEALANT AND BACKER ROD (OPTIONAL) HEAD OF WALL -1 HR UL DESIGN: HW-D-0079 UL DESIGN: HW-D-0083 PARTITION -1 HR UL DESIGN: U465 UL DESIGN: V438 3/4" MAX.1/4" MIN.FIRE BARRIER/LOAD BEARING WALLS EXTEND LAYERS OF FIRE BARRIERS FROM THE TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB, OR DECK ABOVE AND SECURELY ATTACH THERETO. SEAL JOINTS AS REQ. FIRE BARRIER WALL PERPENDICULAR TO FLOOR STRUCTURE FIRE BARRIER WALL PARALLEL TO FLOOR STRUCTURE BARRIER AT SHAFT WALL/FLOOR INTERSECTION FLOOR STRUCT. PER STRUCT. DRAWINGS FLOOR STRUCT. PER STRUCT. DRAWINGS BARRIER AT T.O. SHAFT WALL/ROOF EXTEND LAYERS OF FIRE BARRIERS FROM THE TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB, OR DECK ABOVE AND SECURELY ATTACH THERETO. SEAL JOINTS AS REQ. NON-RATED/NON-LOAD BEARING/30 MIN. RATED CORRIDOR PARTITION WALLS NON-RATED WALL EXTEND FRAMING OF NON-RATED WALLS UP TO UNDERSIDE FLOOR FRAMING -USE OF DOUBLE TOP PLATE IS REQUIRED PER IBC SEC. 714.5.2 EXC. #7 NON-RATED WALL ASSEMBLY GENERAL FIRE PROTECTION NOTES: SEE STRUCT. DRAWINGS FOR ADDITIONAL INFORMATION. 1. GENERAL CONTRACTOR TO PROVIDE AHJ WITH DEFERRED SUBMITTAL OF ALL PRODUCTS USED IN PENETRATIONS THROUGH FIRE RATED ASSEMBLIES 2. SEE CODE PLANS FOR INTENDED LOCATIONS OF FIRE-RESISTANCE BUILDING ELEMENTS. 3. WALL CAVITIES WITH COMBUSTIBLE MATERIALS MUST BE FIRE BLOCKED AT 10'-0" INTERVALS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS AND VERTICALLY AT ALL FLOOR AND CEILING LEVELS 4. AS REQUIRED, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES; BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A 3/8 INCH STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING "FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS" OR OTHER SIMILAR WORDING. 5. JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH IT IS INSTALLED. PROVIDE DOUBLE 2X TOP PLATE 5/8" TYPE X GYPSUM -DEFAULT MATERIAL USED AT ALL NON-RATED ASSEMBLIES -AS REQUIRED PER IBC SEC. 714.5.2 EXC. #7 1 SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:06 AMA1.01 22-081 12/07/2022 ACOUSTICAL AND FIRE RATED WALL DETAILS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE NO.DATE REVISION DESCRIPTION 1 Date 1 Revision 1 3" = 1'-0"A1.01 2 2 HOUR PARTITION & NON-RATED PARTITION 3" = 1'-0"A1.01 3 2 HOUR PARTITION CORNER DETAIL 3" = 1'-0"A1.01 4 2 HR PARTITION @ CONT. 2 HOUR EXTERIOR WALL 3" = 1'-0"A1.01 5 2 HR PARTITION TO CONCRETE SLAB 3" = 1'-0"A1.01 6 1 HOUR PARTITION CORNER DETAIL 3" = 1'-0"A1.01 7 2 HR & 1 HR CORNER DETAIL 3" = 1'-0"A1.01 8 HM DOOR 2 HR PARTITION & NON-RATED PARTITION 3" = 1'-0"A1.01 9 1 HOUR CORRIDOR PARTITION & NON-RATED PARTITION 3" = 1'-0"A1.01 10 1 HOUR PARTITION TO CONCRETE SLAB 3" = 1'-0"A1.01 11 1 HOUR PARTITION TO CONCRETE SLAB1 FIRE PROTECTION NOTES DOOR TYPE 1 INT. FULLY WELDED HM DOOR, PAINTED -STEEL FRAME CONDITIONS DOOR TYPE 2 DOOR TYPE 3 DOOR TYPE 4 INT. FULLY WELDED HM DOOR, PAINTED -MASONRY CONDITIONS INT. HC. WD. SINGLE DOOR INT. HC. WD. TWO PANEL SLIDING DOOR SEE DOOR SCHED.SEE DOOR SCHED.SEE DOOR SCHED.SEE DOOR SCHED.SEE DOOR SCHED.SEE DOOR SCHED.SEE DOOR SCHED.SEE DOOR SCHED. EQ EQ FRAME TYPE 1 INT. FULLY WELDED H.M. FRAME -SINGLE DOOR, PAINTED FRAME TYPE 2 FRAME TYPE 3 FRAME TYPE 4 INT. FULLY WELDED H.M. MASONRY WALL FRAME -SINGLE DOOR, PAINTED INT. WD FRAME -SINGLE DOOR INT. WD FRAME -DOUBLE DOORSEE DOOR SCHED.SEE DOOR SCHED.SEE DOOR SCHED.SEE DOOR SCHED.SEE DOOR SCHED.SEE DOOR SCHED.SEE DOOR SCHED.SEE DOOR SCHED.1. 'T' -TEMPERED GLAZING 2. FULLY TEMPERED SAFETY GLAZING REQUIRED IN ALL DOORS 3. FIRE RATED GLAZING REQUIRED IN FIRE RATED DOORS -REFER TO DOOR SCHEDULES FOR RATING 4. ALL H.M. FRAMES TO RECIEVE PAINT FINISH 5. ALL ALUM. FRAMES TO BE FACTORY FINISHED 6. ALL H.M. DOORS TO RECIEVE PAINT FINISH 7. ALL S.C. WOOD DOORS TO BE PREFINISHED 8. CONTRACTOR TO COORD. H.M. FRAME DEPTH W/ WALL TYPE/DEPTH OF FRAMING SHEET NOTES -DOOR/FRAME TYPE ------------------------------U P D A T E -------------------------- 1. "T" = TEMPERED GLAZING 2. FULLY TEMPERED SAFETY GLAZING REQUIRED IN ALL GLAZING WITHIN 24"OF EITHER VERTICAL EDGE OF ALL DOORS. 3. FULLY TEMPERED SAFETY GLAZING REQUIRED IN ALL AREAS WHERE THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9SF, THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, THE TOP EDGE OF THE GLAZING IS GREATER THAN 36 INCHES ABOVE THE FLOOR; AND ONE OR MORE WALKING SURFACE(S) ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING. PER REQ. IBC CH. 24. 4. CONTRACTOR TO FIELD VERIFY ALL R.O. DIMENSIONS PRIOR TO ORDERING GLAZING. 5. COORDINATE HARDWARE FINISHES WITH ARCHITECT. SHEET NOTES -WINDOW AND GLAZING ------------------------------U P D A T E -------------------------- EXISTING CONC SLAB ON GRADE PER STRUCT. -SEE STRUCT. EXISTING VAPOR BARRIER EXISTING BACKFILL EARTH SUBGRADE PER SPEC EXISTING FLOOR FINISH EXISTING CAST IN PLACE CONC. -SEE STRUCT. FLOOR FINISH -SEE FINISH PLANS FOR NEW FINISH EXISTING STEEL PAN DECK - SEE STRUCT. EXISTING STEEL BEAM (PRIMARY) EXISTING STEEL WELDED JOISTS (SECONDARY) EXISTING 5/8" GYP EXISTING CAST IN PLACE CONC. -SEE STRUCT. FLOOR FINISH -SEE FINISH PLANS FOR NEW FINISH EXISTING PLASTER & PAINT -SEE FINISH PLANS FOR NEW FINISH EXISTING SLOPED ROOF MEMBRANE EXISTING TAPERED INSULATION EXISTING CONTINUOUS RIGID INSULATION EXISTING VAPOR BARRIER EXISTING 3/4" SHEATHING EXISTING DIMENSIONAL LUMBER -SEE STRUCT. EXISTING BLOW IN INSULATION EXISTING 5/8" GYP EXISTING SLOPED ROOF MEMBRANE EXISTING TAPERED INSULATION EXISTING CONTINUOUS RIGID INSULATION EXISTING VAPOR BARRIER EXISTING 3/4" SHEATHING EXISTING 5/8" GYP EXISTING OPEN WEB STEEL JOIST -SEE STRUCT. EXISTING METAL DECKING 6' - 0"4' - 0"1' - 6"3' - 0"1' - 6"3' - 0"3' - 0" 6' - 0"4' - 2"SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:09 AMA1.10 22-081 12/07/2022 FLOOR/ROOF/DOORS/WINDOWS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE ROOF/CEILING ASSEMBLIES FLOOR/CEILING ASSEMBLIES NO.DATE REVISION DESCRIPTION DOOR TYPES FRAME TYPES DOOR SCHEDULE - LEVEL 1 DOOR #WIDTH X HEIGHT DOOR TYPE FRAME TYPE FIRE RATING HARDWARE HEAD DETAIL JAMB DETAIL THRESHOLD DETAIL COMMENTS LEVEL 1 257 3'-0"X6'-8" 263 3'-0"X6'-8" 264 3'-0"X6'-8" 272 3'-0"X6'-8" 273 3'-0"X6'-8" 317 4'-0"X6'-8" 322 3'-0"X7'-0" 323 3'-0"X7'-0" 334 3'-0"X7'-0" 335 3'-0"X7'-0" 336 3'-0"X7'-0" 337 3'-0"X7'-0" 338 3'-0"X7'-0" 339 3'-0"X7'-0" 340 3'-0"X7'-0" 344 3'-0"X7'-0" 345 4'-0"X6'-8" 346 4'-0"X6'-8" 347 3'-0"X7'-0" 353 3'-0"X7'-0" 354 3'-0"X6'-8" 356 3'-0"X6'-8" 364 3'-0"X6'-8" 365 3'-0"X6'-8" 366 3'-0"X6'-8" 367 3'-0"X6'-8" 368 3'-0"X6'-8" 370 3'-0"X6'-8" 371 3'-0"X6'-8" 373 3'-0"X6'-8" 374 3'-0"X6'-8" 375 3'-0"X7'-0" 390 3'-0"X6'-8" 391 3'-0"X6'-8" 393 2'-0"X6'-8" 394 3'-8"X6'-8" 398 3'-6"X6'-8" 403 3'-0"X7'-0" 404 3'-0"X7'-0" EXTERIOR WINDOW TYPES FA-1 FLOOR ASSEMBLY FA-1 FA-2 FLOOR ASSEMBLY FA-2 FA-3 FLOOR ASSEMBLY FA-3 RC-1 ROOF ASSEMBLY RC-1 RC-2 ROOF ASSEMBLY RC-2 WINDOW TYPE A WINDOW TYPE B SCALE: 1/2" = 1'-0" ONE LOCATION -FIRST FLOOR, EAST ELEVATION VINYL WINDOW SCALE: 1/2" = 1'-0" TWO LOCATIONS -SEE EXTERIOR ELEVATIONS VINYL WINDOWS HATCHED AREA REPRESENTS MIN. REINFORCED AREA VERTICAL BLOCKING REQD. AT PUBLIC AREAS ONLY. (RE:10:A00.33) NOT REQD. IN TYPE A AND B UNITS MIN. 1'-2" MIN. 1'-2" 2'-0" MIN.2'-0" MIN.8"2'-6"8"2'-6"8"2'-6"5'-0"5'-0" 3'-1"8" 30" X 48" CLEARANCE FOR PARALLEL APPROACH GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS 2'-8"2'-6"6"4'-0"6"2'-8"4'-0"GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED 30" X LENGTH OF TUB REQUIRED CLEARANCE FOR PARALLEL APPROACH GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 2'-8"2'-6"6"4'-0"6"2'-8"LENGTH OF TUBGRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED 1 1/2" DIA. GRAB BAR TOILET TISSUE DISPENSER. DISPENSER SHALL NOT BE WITHIN 1 1/2" OF ANY GRAB BAR OR OTHER OBSTRUCTION 1 1/2" DIA. GRAB BAR TOILET FLUSH CONTROLS BETWEEN 15" AND 36" A.F.F AND OPERABLE WITH 5 LBS. OF PRESSURE OR LESS. LOCATE FLUSH CONTROLS ON THE OPEN SIDE OF WATER CLOSETS PER ANSI SEC. 604.10.6 NOTE: DESIGN BASED UPON ADA ACCESSIBILITY GUIDELINES AND 2009 ANSI 117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 1'-0" 6"36" MIN 19" MAX.17" MIN.33" MIN36" MAX39" TO 41" 1'-0"3'-6"19" MAX.17" MIN.8"19".33" TO 36"1'-6" MIN.39" TO 41"18" HATCHED AREA REPRESENTS MIN. REINFORCED AREA4"4"42" MIN. 12" MIN 24" MIN 54" MIN GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS6"4'-0"6"2'-8" MIN. 4'-0" 1'-6"5' - 0" MIN.GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL 48" X 60" CLEARANCE FOR FORWARD APPROACH PER ANSI SEC. 1004.11.3.1.3.2 WATER CLOSET FRONT OF LAVATORY AND SINK SHALL BE 34" MAX. ABOVE THE FINISHED FLOOR SURFACE MEASURED TO THE HIGHER OF THE FIXTURE RIM OR THE COUNTER SURFACE, OPERABLE FAUCET SHALL COMPLY WITH SECTION 309 LAVATORY SHALL COMPLY WITH ANSI SEC. 606 AND 306. A REMOVABLE BASE CABINET IS PERMITTED PER ANSI 1003.11.2.2 EXCEPTION 30" X 48" REQUIRED CLEARANCE FOR PARALLEL AND FORWARD APPROACH WITH KNEE SPACE NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS. ACCESSIBLE LAVATORIES AND SINKS SHALL COMPLY WITH SECTION 606.30" MIN15"15" 1'-6" MIN. MIRROR SHALL BE INSTALLED AT 40" MAX. ABOVE THE FLOOR TO THE BOTTOM EDGE OF THE REFLECTING SURFACE MIN.48"25" MAX17" MIN24"24" SHOWER SPRAY UNIT WITH 59" LONG MIN. HOSE THAT CAN BE USED AS A FIXED OR HAND-HELD SHOWER HEAD PER ANSI SEC. 607.6. THE HAND- HELD PORTION MUST BE MOUNTED NO HIGHER THAN 48". CONTROL LOCATION, EXCLUDING DRAIN STOPPERS18" MIN.6" MAX.3" MIN.3'-0" MAX.2'-9" MIN.1'-6"1'-6" 3'-0" 1 1/2" DIA. GRAB BAR NOTE: DESIGN BASED UPON 2009 ANSI REQUIREMENTS AND ADA STANDARDS FOR ACCESSIBILITY NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 3'-0" MIN.6" MAX.WALL MOUNTED W.C.4'-8" MIN.5'-0" MIN.3'-6" MIN.1'-0" MAX.1'-6" 3'-6" MIN. 2'-0"1'-6"FIXTURES & DOOR NOT ALLOWED WITHIN THIS AREAFLOOR MOUNTED W.C.4'-11" MIN. NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS 3'-0" MIN. 2'-6"6"4'-0"6"MIN.4'-0"GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED 30" X 48" CLEARANCE FOR PARALLEL APPROACH PER ANSI SEC. 1004.11.3.1.3.1 GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED TOILET TISSUE DISPENSER SHALL NOT BE WITHIN 1 1/2" OF ANY GRAB BAR OR OTHER OBSTRUCTION TOILET, FLUSH CONTROLS BETWEEN 15" AND 36" A.F.F. AND OPERABLE WITH 5 LBS. OF PRESSURE OR LESS. LOCATE FLUSH CONTROLS ON THE OPEN SIDE OF WATER CLOSETS PER ANSI 117.1 SEC. 309 AND 604.6 NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS. 7"-9"19" MAX.15" MIN.48" MAX.15" MIN.TOILET TISSUE DISPENSER SHALL NOT BE WITHIN 1 1/2" OF ANY GRAB BAR OR OTHER OBSTRUCTION TOILET, FLUSH CONTROLS BETWEEN 15" AND 36" A.F.F. AND OPERABLE WITH 5 LBS. OF PRESSURE OR LESS. LOCATE FLUSH CONTROLS ON THE OPEN SIDE OF WATER CLOSETS PER ANSI 117.1 SEC. 309 AND 604.6 NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS. 7"-9"19" MAX.15" MIN.48" MAX.15" MIN.HATCHED AREA REPRESENTS MIN. REINFORCED AREA BACK WALL CONTROL AND HEAD WALL NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS, REFER TO SECTION 609.8 FOR BLOCKING DESIGN REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH BASED ON GUIDELINES P.9510 FEDERAL REGISTER 3/6/91 PART OF SAFE HARBOR USING 2009 ANSI A117.16"4'-0"6" 8" 2'-6"1'-10"8"2'-6"3'-2" MIN.VERTICAL BLOCKING ONLY REQUIRED AT CONTROL WALL 1'-2"2'-0" MIN.1'-2"48" X 60" CLEARANCE FOR FORWARD APPROACH PER ANSI SEC. 1004.11.3.1.3.2 NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH. NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS 3'-0" MIN. 5'-0"6"4'-0"6"MIN.4'-0"GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR REINFORCEMENT REQUIRED. REFER TO TUB/SHOWER BLOCKING DETAIL GRAB BAR REINFORCEMENT REQUIRED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED LAVATORY COMPLYING WITH ANSI SEC. 606 ARE PERMITTED TO ENCROACH ON CLEARANCE PER ANSI SEC. 1003.11.2.4.4 EXCEPTION 1. GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED TOILET FLUSH CONTROLS BETWEEN 15" AND 36" A.F.F. AND OPERABLE WITH 5 LBS OF PRESSURE OR LESS. LOCATE FLUSH CONTROL ON THE OPEN SIDE OF WATER CLOSET PER ANSI 117.1 SEC 309 AND 604.6 4'-2"NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH5'-6"5'-0"8"4'-2"3'-6"1'-0"3'-8"2" 3'-0"6" 1'-6" MIN.1'-6"24" MAX33" MIN FAUCET CONTROLS SHALL COMPLY WITH ANSI SEC. 309 AT LEAST 1 SINK BOWL SHALL HAVE A MAX. DEPTH OF 7" FROM TOP OF COUNTERTOP TOP OF COUNTERTOP OR SINK SHALL BE 34" A.F.F. MAX. EXPOSED PLUMBING PIPES SHALL BE INSULATED AND COMPLY WITH ANSI SEC. 606.6 REMOVABLE SINK BASE CABINET -AFTER BASE IS REMOVED, REMAINING CABINET SHALL PROVIDE CLEAR KNEE SPACE PER ANSI SEC. 306.3 FINISH WALL, END PANELS OF CABINETS AND EXTEND FLOOR FINISH BENEATH REMOVABLE BASE CABINETNOTE: DESIGN BASED ON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH3'-0"34" MAX2'-3" MIN.30" MIN.6 1/2"36" MIN IF PART OF T-SHAPE TURNING SPACE PER SECTION PER ANSI 804 A."CODE TYPE A" AND "CODE TYPE B" DETAILS APPLY TO ALL RESIDENTIAL UNITS AND ARE BASED ON IBC, ANSI 117.1, AND FHA REQUIREMENTS. B. "PUBLIC" DETAILS APPLY TO PUBLICLY ACCESSIBLE SPACES INCLUDING LEASING, AMENITY, COURTYARD, AND RETAIL SPACES AND ARE BASED ON IBC AND 2010 ADA. SPECIFICATION A IF SPECIFICATION A IS USED IT APPLIES TO ALL BATHROOMS, AND ALL FIXTURES IN THOSE BATHROOMS MUST BE USABLE. SPECIFICATION B IF SPECIFICATION B IS USED, IT APPLIES TO ONE BATHROOM, AND ONLY ONE OF EACH TYPE OF FIXTURE MUST BE USABLE; ADDITIONAL BATHROOMS IN THE UNIT ARE EXEMPT ONLY FROM MANEUVERING AND CLEAR FLOOR SPACE REQUIREMENTS AT FIXTURES. USABLE BATHROOM SPECIFICATIONS INCLUDE: 1. AN ACCESSIBLE ROUTE TO AND INTO THE BATHROOM WITH A NOMINAL 32-INCH CLEAR DOOR OPENING (REQUIREMENTS 3 AND 4), 2. SWITCHES, OUTLETS, AND CONTROLS IN ACCESSIBLE LOCATIONS (REQUIREMENT 5), 3. REINFORCED WALLS TO ALLOW FOR THE LATER INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB, AND SHOWER STALL; UNDER CERTAIN CONDITIONS PROVISIONS FOR REINFORCING MUST BE MADE IN SHOWER STALLS TO PERMIT THE INSTALLATION OF A WALL-HUNG BENCH SEAT (REQUIREMENT 6), 4. MANEUVERING SPACE WITHIN THE BATHROOM TO PERMIT A PERSON USING A MOBILITY AID TO ENTER THE ROOM, CLOSE AND REOPEN THE DOOR, AND EXIT (REQUIREMENT 7), AND 5. MANEUVERING AND CLEAR FLOOR SPACE WITHIN THE BATHROOM TO PERMIT A PERSON USING A MOBILITY AID TO APPROACH AND USE FIXTURES; FIXTURE DIMENSIONS AND PLACEMENT ARE SPECIFIED ONLY UNDER CERTAIN CONDITIONS (REQUIREMENT 7). BATHROOM REQUIREMENTS FOR COVERED DWELLING UNITS ALL BATHROOMS AS DEFINED IN THE GUIDELINES MUST: 1. BE ON AN ACCESSIBLE ROUTE (REQUIREMENT 4), 2. HAVE 32-INCH NOMINAL CLEAR WIDTH DOORWAYS (REQUIREMENT 3), 3. HAVE SWITCHES, OUTLETS, AND CONTROLS IN ACCESSIBLE LOCATIONS (REQUIREMENT 5), 4. HAVE REINFORCING AROUND TOILETS, TUBS, AND SHOWERS (REQUIREMENT 6), AND 5. MEET REQUIREMENT 7, SPECIFICATION A OR B: SPECIFICATION A IF SPECIFICATION A IS USED IT APPLIES TO ALL BATHROOMS, AND ALL FIXTURES IN THOSE BATHROOMS MUST BE USABLE. SPECIFICATION B IF SPECIFICATION B IS USED, IT APPLIES TO ONE BATHROOM, AND ONLY ONE OF EACH TYPE OF FIXTURE MUST BE USABLE; ADDITIONAL BATHROOMS IN THE UNIT ARE EXEMPT ONLY FROM MANEUVERING AND CLEAR FLOOR SPACE REQUIREMENTS AT FIXTURES. POWDER ROOM REQUIREMENTS FOR COVERED DWELLING UNITS POWDER ROOMS MUST: 1. BE ON AN ACCESSIBLE ROUTE (REQUIREMENT 4), 2. HAVE 32-INCH NOMINAL CLEAR WIDTH DOORWAYS (REQUIREMENT 3), AND 3. HAVE SWITCHES, OUTLETS, AND CONTROLS IN ACCESSIBLE LOCATIONS (REQUIREMENT 5). EXCEPTION WHEN THE POWDER ROOM IS THE ONLY TOILET FACILITY ON THE ENTRY LEVEL OF A MULTI-STORY UNIT IN A BUILDING WITH ONE OR MORE ELEVATORS, IT MUST, IN ADDITION TO REQUIREMENTS 3, 4, AND 5, MEET THE REINFORCING SPECIFICATIONS OF REQUIREMENT 6 AND THE MANEUVERING AND CLEAR FLOOR SPECIFICATIONS OF REQUIREMENT 7. MAXIMUM ALLOWABLE HEIGHT DIFFERENCE BETWEEN INTERIOR FLOOR LEVEL AND EXTERIOR FLOOR LEVEL LEVEL DIFFERENCE AT PRIMARY ENTRY DOOR: 0''PERVIOUS CONSTRUCTION (E.G., WOOD DECKING WITH SPACES) 1/2''IMPERVIOUS CONSTRUCTION (E.G., CONCRETE, BRICK, OR FLAGSTONE) LEVEL DIFFERENCE AT SECONDARY DOOR: 1/2''PERVIOUS CONSTRUCTION 4''IMPERVIOUS CONSTRUCTION WALKS ON ACCESSIBLE ROUTES WALKS THAT ARE PART OF ACCESSIBLE ROUTES BECOME RAMPS WHEN THEIR SLOPE EXCEEDS 5% (1 IN 20). HANDRAILS ARE NOT REQUIRED ON WALKS WITH SLOPES BETWEEN 0% AND 5%, BUT THEY ARE REQUIRED ON THOSE STEEPER THAN 5% AND UP TO 8.33% (1 IN 12). SLOPES STEEPER THAN 8.33% ARE NOT USABLE BY MOST PEOPLE WITH DISABILITIES AND CANNOT BE CONSIDERED PART OF AN ACCESSIBLE ROUTE. HANDRAIL REQUIREMENTS FOR WALKS DIFFER, DEPENDING UPON WHICH BUILDINGS THE WALKS CONNECT. THIS IS ADDRESSED IN THE FOLLOWING SECTIONS. ACCESSIBILITY ANALYSIS ONE 11 IS AN APARTMENT BUILDING WITH 5 STORIES ABOVE GRADE WITH A PARKING GARAGE AT THE 1ST FLOOR. THE BUILDING IS EQUIPPED WITH ONE ELEVATOR PROVIDING ACCESSIBLE ACCESS TO ALL FLOORS. OF THE 54 UNITS, 1 IS A STUDIO, 23 ARE ONE BEDROOM, 28 ARE TWO BEDROOM UNITS AND 3 ARE THREE BEDROOM UNITS. LEVEL 1 OF THE BUILDING CONTAINS ACCESSIBLE PARKING, LEASING OFFICE, MAILROOM AND RESIDENTS BIKE WORKSHOP. FLOOR TWO HAS 13 RESIDENTIAL UNITS AND A FITNESS ROOM. FLOOR THREE -FIVE EACH CONTAIN 14 RESIDENTIAL UNITS EACH. ALL REQUIRED PARKING WILL BE CONTAINED ON SITE IN THE PARKING GARAGE AND ON STREET PARKING. APPLICABLE CODES 2018 INTERNATIONAL BUILDING CODE (CHAPTER 11) 2009 ICC/ANSI A117.1, AS REFERENCED BY THE 2018 IBC 1998 FAIR HOUSING ACT DESIGN MANUAL 1986 ANSI A117.1, AS REFERENCED BY THE FHA DESIGN MANUAL SAFE HARBOR FOR COMPLIANCE THE FAIR HOUSING ACT DESIGN MANUAL (1998) SCOPING 2018 IBC SECTION 1107.6.2.2.1 REQUIRES THAT 2% OF THE TOTAL UNIT COUNT BE TYPE A ACCESSIBLE DWELLING UNITS. THE REMAINING UNITS SHALL BE TYPE B ACCESSIBLE UNITS. 2% OF 67 UNITS = 1.34 UNITS (2 UNITS) 2 TYPE A DWELLING UNITS WILL BE PROVIDED PER 2018 IBC SECTION 1107.6.2.2.1 TOTAL 1 BEDROOM TYPE A UNITS 1 (1 REQUIRED) TOTAL 2 BEDROOM TYPE A UNITS 1 (1 REQUIRED) TOTAL TYPE A UNITS 2 REFER TO THE ACCESSIBILITY PLANS FOR LOCATIONS OF TYPE A DWELLING UNITS. SEE CODE REVIEW, SHEET A1.10, FOR 2018 IBC CHAPTER 11 ACCESSIBILITY ANALYSIS AND COMPLIANCE. SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:12 AMA1.20 22-081 12/07/2022 ACCESSIBILITY ANALYSIS AND DETAILS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE NO.DATE REVISION DESCRIPTION NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS; REFER TO SECTION 609.8 FOR BLOCKING DESIGN REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 1/2" = 1'-0"A1.20 1 Water Closet Blocking 1/4" = 1'-0"A1.20 2 IBC Stretcher Compliance 1/2" = 1'-0"A1.20 3 Code Type B / Option B- Tub 1/2" = 1'-0"A1.20 4 Code Type A - Tub 1/2" = 1'-0"A1.20 5 ACCESSIBLE PUBLIC WATER CLOSET 1/2" = 1'-0"A1.20 6 CODE TYPE B / OPTION C - TUB 1/2" = 1'-0"A1.20 7 CODE TYPE A - LAVATORY 1/2" = 1'-0"A1.20 8 CODE TYPE A - TUB/SHOWER 1/2" = 1'-0"A1.20 9 ACCESSIBLE PUBLIC WATER CLOSET PLAN VIEW 1/2" = 1'-0"A1.20 10 CODE TYPE B / OPTION A - TUB 1/2" = 1'-0"A1.20 11 CODE TYPE A - WATER CLOSET 1/2" = 1'-0"A1.20 12 CODE TYPE A - WORK SURFACE 1/2" = 1'-0"A1.20 13 TUB / SHOWER BLOCKING - ALL UNITS 1/2" = 1'-0"A1.20 14 CODE TYPE B / OPTION A - TUB PLAN VIEW 1/2" = 1'-0"A1.20 15 CODE TYPE A - WATER CLOSET PLAN VIEW 1/2" = 1'-0"A1.20 16 CODE TYPE A - KITCHEN SINK GENERAL ACCESSIBILITY NOTES HATCHED AREA REPRESENTS MIN. REINFORCED AREA BACK WALL (OPPOSITE CONTROL WALL) CONTROL AND SIDE WALL NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS. NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: IF INTEGRAL SURROUND PROVIDED, BLOCKING TO BE TIGHT TO SURROUND. FULL WIDTH 8"2'-0"6"8"2'-6"8"5'-0"FULL WIDTH VERTICAL BLOCKING ON DOOR SIDE OF WALL GRAB BAR REINFORCEMENT REQUIRED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED A SWING UP GRAB BAR SHALL BE INSTALLED PER ANSI 1004.11 NOTE: DETAIL APPLIES TO SWING UP GRAB BAR AS DEFINED IN ANSI SECTION 1004.11 AT LOCATIONS WHERE WALL MOUNTED GRAB BARS ARE NOT FEASIBLE NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 15 3/4" MIN.15 3/4" MIN. 3'-10"2'-4"MIN. 1'-6" MIN. 1'-6" TOILET FLUSH CONTROLS BETWEEN 15" AND 36" A.F.F. AND OPERABLE WITH 5 LBS OF PRESSURE OR LESS, LOCATE FLUSH CONTROL ON THE OPEN SIDE OF WATER CLOSET PER ANSI 117.1 SECTION 309 AND 604.6 1 1/2" DIA. GRAB BAR AUTOMATIC FLUSH CONTROL (IF MANUAL, CONTROLS TO BE BETWEEN 15" AND 36" A.F.F AND OPERABLE WITH 5 LBS. OF PRESSURE OR LESS. LOCATE FLUSH CONTROLS ON THE OPEN SIDE OF WATER CLOSETS PER ANSI SEC. 604.6) 1'-6"1'-6"19" MAX.17" MIN.MIN9"TOILET PARTITION NOTE: DESIGN BASED UPON ADA ACCESSIBILITY GUIDELINES AND 2009 ANSI 117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH HATCHED AREA REPRESENTS MIN. REINFORCED AREA 1 1/2" DIA. GRAB BAR TOILET TISSUE DISPENSER 8"19" MAX.17" MIN.19" MIN.33" TO 36"6"1'-6" MIN.39" TO 41"TYP.8"6" 1'-0" MAX 3'-6" MIN 6"6" 39" TO 41" FAUCET CONTROLS SHALL COMPLY WITH ANSI SEC. 309.4, PROVIDE FORWARD APPROACH WITH REMOVABLE BASE CABINET PER ANSI SEC. 1003.12.4.1, PROVIDE KNEE SPACE COMPLIANT WITH SEC. 306, PLUMBING PIPING AND DISPOSAL ARE NOT PERMITTED TO ENCROACH ON KNEE SPACE SINK 34" MAX. A.F.F. TO TOP OF SINK RIM OR COUNTERTOP AND ONE BOWL SHALL HAVE A MAX. DEPTH OF 7" FROM TOP OF COUNTERTOP REFRIGERATOR SIDE BY SIDE CONFIGURATION, SHALL COMPLY WITH ANSI SEC. 1003.12.5.6 WORK SURFACE 34" MAX. A.F.F. WITH REMOVABLE BASE CABINET, FINISH WALL, FLOOR AND END PANELS OF SIDE CABINETS. COMPLY WITH SECTION 1003.12.3 RANGE WITH FRONT ACCESSIBLE CONTROLS, RANGE HOOD ABOVE SHALL HAVE CONTROLS FOR LIGHT AND EXHAUST FAN WITHIN ACCESSIBLE REACH RANGE NOTE: DESIGN BASED ON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: ALL 30"X48" CLEARANCES SHALL BE CENTERED ON THE APPLIANCE FOR PARALLEL APPROACH, UNLESS NOTED OTHERWISE 30"X48" 30"X48" 30"X48" 30"X48" 30"X48" 30" MIN.60" MIN. CLR.74".30" MIN. NOTE: DESIGN BASED UPON 2009 117.1 ANSI REQUIREMENTS AND 2010 ADA STANDARDS FOR ACCESSIBILITY 32" MIN. CLEAR WIDTH OPENING PROVIDE 9" MIN. TOE CLEARANCE BENEATH TOILET PARTITIONS, TYP. FLOOR MOUNTED WATER CLOSET PER ANSI 604 4" MAX FLUSH CONTROLS SHALL COMPLY WITH ANSI SEC. 309 MAXIMUM 17" RIM HEIGHT ABOVE FINISH FLOOR 30X48 CLEAR FLOOR SPACE CENTERED ON URINAL URINAL SCREEN OR WALL NOTE: DESIGN BASED UPON 2009 ANSI 117.1 REQUIREMENTS AND 2010 ADA STANDARDS FOR ACCESSIBILITY NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: IF MORE THAN ONE URINAL IS PROVIDED, A MINIMUM OF ONE URINAL MUST HAVE A 52" MIN. CLEAR FORWARD APPROACH WIDTH. 4'-0"2'-6"13 1/2" MIN.2'-8" MIN.FRONT OF LAVATORY AND SINK SHALL BE 34" MAX. ABOVE THE FINISHED FLOOR SURFACE MEASURED TO THE HIGHER OF THE FIXTURE RIM OR THE COUNTER SURFACE LAVATORY, NO KNEE SPACE REQUIRED WATER CLOSET 30" X 48" REQUIRED CLEARANCE FOR PARALLEL APPROACH NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH2'-6"2'-0"2'-0" 1'-5" MIN. 36" MIN. 17" - 19" MIN.60" MIN.1 1/2" DIA. GRAB BAR NOTE: DESIGN BASED UPON ADA ACCESSIBILITY GUIDELINES AND ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: COMPLY WITH 2009 ANSI SECTION 604.1042" MIN.FAUCET CONTROLS SHALL COMPLY WITH ANSI SEC. 309.4, PROVIDE FORWARD APPROACH WITH REMOVABLE BASE CABINET PER ANSI SEC. 1003.12.4.1, PROVIDE KNEE SPACE COMPLIANT WITH SEC. 306, PLUMBING PIPING AND DISPOSAL ARE NOT PERMITTED TO ENCROACH ON KNEE SPACE SINK 34" MAX. A.F.F. TO TOP OF SINK RIM OR COUNTERTOP AND ONE BOWL SHALL HAVE A MAX. DEPTH OF 7" FROM TOP OF COUNTERTOP REFRIGERATOR SIDE BY SIDE CONFIGURATION, SHALL COMPLY WITH ANSI SEC. 1003.12.5.6 WORK SURFACE 34" MAX. A.F.F. WITH REMOVABLE BASE CABINET, FINISH WALL, FLOOR AND END PANELS OF SIDE CABINETS. COMPLY WITH SECTION 1003.12.3 RANGE WITH FRONT ACCESSIBLE CONTROLS, RANGE HOOD ABOVE SHALL HAVE CONTROLS FOR LIGHT AND EXHAUST FAN WITHIN ACCESSIBLE REACH RANGE NOTE: DESIGN BASED ON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: ALL 30"X48" CLEARANCES SHALL BE CENTERED ON THE APPLIANCE FOR PARALLEL APPROACH, UNLESS NOTED OTHERWISE REFRIGERATOR RANGE WITH RANGE HOOD ABOVE 30"X48" 30"X48" 30"X48" 30"X48" 30"X48"40" MIN.54".30" MIN. 30" MIN. INTERIOR EXTERIOR PATIO SWING DOOR THRESHOLD 1 2 IMPERVIOUS BALCONY MATERIAL IN LINE WITH INTERIOR FINISH FLOOR ELEVATION. SLOPED AT 1/8" / FT. MAX. NOTE: DESIGN BASED UPON 2009 ANSI 117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH1/2" MAX.PROVIDE BEVELED TRANSITION STRIP WHERE THRESHOLD EXCEED 1/4" PER ANSI 1003.5 AND 404.2.4 GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED LAVATORY IS PERMITTED TO ENCROACH ON CLEARANCE PER 1004.11.3.1.2 BATH TUB GRAB BAR REINFORCEMENT REQUIRED NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH60" MIN48" MIN 17" MIN.16" - 18" 3'-0"6" 3'-8"2" 33" MIN24" MAXGRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED LAVATORY IS PERMITTED TO ENCROACH ON CLEARANCE BATH TUB GRAB BAR REINFORCEMENT REQUIRED NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 1'-5" MIN.1'-6"66" MIN48" MIN 3'-0"6" 3'-8"2" 33 MIN 30 "X 48" 30" X 48" REFRIGERATOR DISH WASHER NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: ALL 30 X 48 CLEARANCES SHALL BE CENTERED ON THE APPLIANCE OR PLUMBING FIXTURE FOR PARALLEL APPROACH 30 "X 48" 30 "X 48"4'-6"40" MIN. CLR.40" MIN. CLR.INTERIOR EXTERIOR PATIO SWING DOOR THRESHOLD 1 2 IMPERVIOUS BALCONY MATERIAL IN LINE WITH INTERIOR FINISH FLOOR ELEVATION. SLOPED AT 1/8" / FT. MAX. NOTE: DESIGN BASED UPON 2009 ANSI 117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH1/2" MAX.4" MAXPROVIDE BEVELED TRANSITION STRIP WHERE THRESHOLD EXCEED 1/4" 4" MAX STEP PER ANSI 1004.4.2 GRAB BAR REINFORCEMENT REQUIRED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED LAVATORY IS PERMITTED TO ENCROACH ON CLEARANCE 4'-0"5'-6"NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH 1'-6"1'-5" MIN.3'-6"1'-0"8"4'-2"3'-0"6" 3'-8"2" GRAB BAR REINFORCEMENT REQUIRED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED GRAB BAR NOT REQUIRED WHEN REINFORCEMENT IS INSTALLED LAVATORY IS PERMITTED TO ENCROACH ON CLEARANCE NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: PER SECTION 1104.11.3.1.3.2 1'-6"1'-5" MIN.3'-6"1'-0"8"4'-2"3'-0"6" 3'-8"2"MIN.5'-0"4'-0" 30"X48" REFRIGERATOR DISH WASHER NOTE: DESIGN BASED UPON 2009 ANSI A117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: ALL 30 X 48 CLEARANCES SHALL BE CENTERED ON THE APPLIANCE OR PLUMBING FIXTURE FOR PARALLEL APPROACH6'-2"60" MIN. CLR.30"X48" 30"X48" 30"X48" SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:15 AMA1.21 22-081 12/07/2022 ACCESSIBILITY DETAILS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE NO.DATE REVISION DESCRIPTION 1/2" = 1'-0"A1.21 1 SHOWER BLOCKING 1/2" = 1'-0"A1.21 2 CODE TYPE A/B - WATER CLOSET 1/2" = 1'-0"A1.21 3 AMBULATORY - ELEVATION 1/2" = 1'-0"A1.21 4 CODE TYPE A - U SHAPED KITCHEN 1/2" = 1'-0"A1.21 5 PUBLIC TOILET COMPARTMENT 1/2" = 1'-0"A1.21 6 PUBLIC URINAL 1/2" = 1'-0"A1.21 7 CODE TYPE B - LAVATORY 1/2" = 1'-0"A1.21 8 AMBULATORY - PLAN 1/2" = 1'-0"A1.21 9 CODE TYPE A - GALLERY KITCHEN 3" = 1'-0"A1.21 10 CODE TYPE A - PATIO DOOR SWING 1/2" = 1'-0"A1.21 11 CODE TYPE B / OPTION A - TOILET 1/2" = 1'-0"A1.21 12 CODE TYPE B - WATER CLOSET 1/2" = 1'-0"A1.21 13 CODE TYPE B - GALLERY KITCHEN 3" = 1'-0"A1.21 14 CODE TYPE B - PATIO DOOR SWING 1/2" = 1'-0"A1.21 15 CODE TYPE B - WATER CLOSET PLAN VIEW 1/2" = 1'-0"A1.21 16 CODE TYPE B WATER CLOSET PLAN VIEW 2 1/2" = 1'-0"A1.21 17 CODE TYPE B - U SHAPED KITCHEN NOTE: DESIGN BASED UPON 2009 117.1 ANSI REQUIREMENTS AND 2010 ADA STANDARDS FOR ACCESSIBILITY 90°2'-8" MIN. SLIDING DOOR PASSAGE WIDTH HINGED DOOR PASSAGE WIDTH 2'-8" MIN.5'-0" MIN.1'-6" MIN. FRONT APPROACH, PULL SIDE FOLDING DOOR PASSAGE WIDTH 2'-8" MIN. FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER AND LATCH FRONT APPROACH, PUSH SIDE 1'-0" MIN.4'-0" MIN.4'-0" MIN.HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE 3'-6" MIN.4'-6" MIN.3'-0" MIN.5'-0" MIN.HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH HINGE APPROACH, PUSH SIDE3'-6" MIN.1'-10" MIN.1'-10" MIN.4'-0" MIN.LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER LATCH APPROACH, PULL SIDE4'-6" MIN.2'-0" MIN.2'-0" MIN.4'-0" MIN.LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER LATCH APPROACH, PUSH SIDE4'-0" MIN.2'-0" MIN.3'-6" MIN.2'-0" MIN. (A)(B) (C)(D) (E)(F) (G)(H) (I)(J) (K)(L) (M)(N) 2'-8" MIN. CLEAR OPENING 2'-8" MIN. CLEAR OPENING 1' MIN. NOTE: DESIGN BASED UPON 2009 117.1 ANSI REQUIREMENTS AND 2010 ADA STANDARDS FOR ACCESSIBILITYOBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH SIDE REACH OBSTRUCTED SIDE REACH PAPER TOWER DISPENSERMAX HEIGHT TO ALL OPERABLE PARTSTOWEL BAR48"48"ROBE HOOK HAND TOWEL BAR TOILET ROOM ACCESSORY MOUNTING HEIGHTS PER ANSI A117.1-2009 48"COAT HOOK AT RESTROOM STALL DOOR 60" MIN.PARKING SIGNAGE 45" MAX.ACCESSIBLE CONTROLS/ DISPENSERS/ EMERGENCY PHONE CONTROLS/ RESCUE AIDS FIRE EXTINGUISHER CABINET 48" MAX27" MAX.TO CENTER OF HANDLE44" MAX44" MAXTO BOTTOM SHELFMEDICINE CABINET 4'-8"CABINET ABOVE TOILETS SANITARY NAPKIN DISPENSER FIRE ALARM PULL STATION45"40"SEAT COVER DISPENSER OUTLET ABOVE COUNTER CL OF OUTLET44" MAX TO3'-4"MIRROR40" MAXTO B.O. REFLECTIVE SURFACEOUTLET SWITCH15"41" TYP.48" MAX TO CL OF SWITCHDOG DRYER MUST BE WITHIN48" AFF4'-0"2' - 8" MIN.> 2'-0"2'-8" MIN. (E) SLIDING DOOR PASSAGE WIDTH (C) CLOSET NO LIMITATION < 2'-0"3'-0" MIN.(A) PASSAGE DOOR3'-0" MIN.2'-8" MIN. (B) FRONT APPROACH, PUSH SIDE4'-4" MIN.1'-0" MIN. 2'-8" MIN. CLEAR OPENING CORRIDOR SIDE UNIT SIDE (D) WALK-IN CLOSET90°NOTE: DESIGN BASED UPON 2017 117.1 ANSI REQUIREMENTS AND 2010 ADA STANDARDS FOR ACCESSIBILITY 17 MIN.15" CLR ACCESSIBLE FOUNTAIN 24" MAX.9" MIN.27" MIN.17 MIN. 6" MAX8" MIN 36" MAX.VARIES NOTE: DESIGN BASED UPON 2009 ADA STANDARDS FOR ACCESSIBILITY MIN. 30X48 CLEARANCE FOR FORWARD APPROACH FOR ACCESSIBLE FOUNTAIN SPOUT HEIGHT SHALL BE MAX. 36" ABOVE FINISHED FLOOR SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:18 AMA1.22 22-081 12/07/2022 ACCESSIBILITY DETAILS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE NO.DATE REVISION DESCRIPTION 1/2" = 1'-0"A1.22 1 PUBLIC, CODE TYPE A, & CODE TYPE B BEVELED CHANGE IN LEVEL N.T.S.A1.22 2 PUBLIC / CODE TYPE A DOOR CLEARANCES N.T.S.A1.22 3 PUBLIC, CODE TYPE A, & CODE TYPE B REACH RANGES N.T.S.A1.22 4 MOUNTING HEIGHTS N.T.S.A1.22 5 CODE TYPE B DOOR CLEARANCES N.T.S.A1.22 6 PUBLIC / CODE TYPE A KNEE CLEARANCE N.T.S.A1.22 7 CORNER OUTLETS IN KITCHEN N.T.S.A1.22 8 ACCESSIBLE - DRINKING FOUNTAINS NOTE: INFORMATION BASED UPON 2010 ADA ACCESSIBILITY GUIDELINES AND 2009 ANSI 117.1 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH6'-8" MIN. HEADROOM 2'-3" MIN.4" MAX. OBJECTS WITH LEADING EDGES STARTING MORE THAN 27" A.F.F. WITH A HEIGHT NOT MORE THAN 80" MAX. ARE PERMITTED TO PROTRUDE 4" HORIZONTALLY INTO A CIRCULATION PATH PER ANSI 307.2, PROTRUDING OBJECTS CANNOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. NOTE: HANDRAILS ARE PERMITTED TO PROTRUDE 4" MAX NOTE: DOOR CLOSERS AND DOOR STOPS ARE PERMITTED TO BE 78" MIN. A.F.F. NOTE: GUARDRAILS AND OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECTS PROTRUSION IS BEYOND THE LIMITS ALLOWED BY ANSI SECTION 307.2 AND 307.3 18'-0"5'-0"8'-0" NOTES: 1) MAINTAIN 8' -6" CLEAR FLOOR TO CEILING HEIGHT WITHIN ALL GARAGE DRIVE AISLES TO VAN ACCESSIBLE STALLS 2) SURFACE OF PARKING SPACE(S) AND ACCESS AISLE(S) NOT TO EXCEED 1:50 GRADIENT (2%) IN ANY DIRECTION 3) WIDTH MEASUREMENTS SHALL BE TAKEN FROM THE CENTERLINE OF THE STALL MARKINGS PER ANSI SECTION 502.3 4" TRAFFIC YELLOW OUTLINE STRIPING 5'-0"5'-0"INTERNATIONAL ACCESSIBLE SYMBOL BACKGROUND BLUE TRAFFIC PAINT - 1 COAT BLUE COLOR NO. 15000 FEDERAL STANDARD 5952 YELLOW FIGURE : 2" WIDE STRIPES - TRAFFIC PAINT NOTE: EMBLEM MUST BE LOCATED IN STALL SO THAT IT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE. (CENTERED AT ENTRANCE OF STALL IS RECOMMENDED) WALL MOUNTED BIKE RACK: DERO -ULTRA SPACE SAVER SINGLE -TO BE LOCATED IN SPECIFIED LOCATIONS & WALL TYPES NOTE: GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED BY ANSI SECTION 307.2 AND 307.3 NOTE: INFORMATION BASED UPON ANSI 117.1 2009 REQUIREMENTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH SECTION 2'-3" MAX.3'-0"X < 7'-0" OR 80"GUARDRAILS OR OTHER BARRIERS MUST BE PROVIDED WHERE VERTICAL CLEARANCES ARE LESS THAN 80" ABOVE THE FLOOR. THE LEADING EDGE OF SUCH GUARDRAIL SHALL BE 27" MAX A.F.F. PER ANSI SECTION 307.4 NOTE: AT ANSI TYPE A UNITS REACH RANGES ALSO APPLY TO APPLIANCE CONTROLS, OPERATING HARDWARE FOR OPERABLE WINDOWS AND PLUMBING FIXTURES NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: INFORMATION BASED UPON ANSI 117.1 2009 REQUIREMENTS ROOM NAME . .. ... NOTE: TEXT TO BE READ PER APPLICABLE ROOM DESIGNATION NOTE: BRAILLE TO BE READ PER APPLICABLE ROOM DESIGNATION SIGN REPRESENTATIONAL ONLY LOWEST TACTILE CHARACTER4'-0" MIN. TO BASELINE OFHIGHEST BASELINE CHARACTER60" MIN. TO BASELINE OFSIGN NOTES: 1. IDENTIFICATION SIGNS SHALL BE PROVIDED AS REQUIRED BY 2012 ADA DESIGN GUIDELINES CHAPTER 4 AND ANSI 2009 CHAPTER 7. 2. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED THAT A CLEAR FLOOR AREA 18" MIN. X 18" MIN. CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. 3. TACTILE CHARACTER SHALL BE 5/8" MIN. AND 2" MAX. 4. TACTILE CHARACTERS SHALL BE RAISED 1/32", BRAILLE DOTS SHALL BE RAISED 1/40". WALL MOUNTED BIKE RACK: DERO -ULTRA SPACE SAVER SINGLE -TO BE LOCATED IN SPECIFIED LOCATIONS & WALL TYPES MIN.5'-0"GARAGE FLOOR WALL BEYOND REFER TO GARAGE PLANS FOR STALL LOCATIONS WHERE NECESSARY, PROVIDE A POST TO MOUNT SIGNAGE.3'-9" MAX - CL OF HIGHEST DEVICE1'-4" MIN.CL OF LOWEST DEVICEALL ENVIRONMENTAL CONTROLS, ELECTRICAL OUTLETS, LIGHT SWITCHES AND USER CONTROLS FOR SECURITY OR INTERCOM SYSTEMS ARE TO BE POSITIONED IN ACCESSIBLE LOCATIONS PROVIDE 30" X 48" CLEAR FLOOR SPACE PERPENDICULAR TO WALL FOR FORWARD APPROACH PROVIDED BOTTOM OF LOWEST OUTLET OF RECEPTACLE AT MIN. / MAX. DIMENSIONS GIVEN PLACE TOP OF HIGHEST OUTLET OF RECEPTACLE AT MAX. DIMENSIONS GIVEN AT KITCHEN COUNTER OR OTHER OBSTRUCTIONS 20"-25" DEPTH. ALL KITCHEN OUTLETS SHALL BE INSTALLED 45" MAX. A.F.F. MEASURED TO THE CENTERLINE OF THE HIGHEST DEVICE OUTLET (NOT TO THE CENTERLINE OF THE OUTLET BOX). KITCHEN OUTLETS SHALL BE INSTALLED 36" MIN. FROM CORNER COUNTERTOP CONDITIONS. NOTE: AT ANSI TYPE A UNITS REACH RANGES ALSO APPLY TO APPLIANCE CONTROLS, OPERATING HARDWARE FOR OPERABLE WINDOWS AND PLUMBING FIXTURES NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH NOTE: INFORMATION BASED UPON ANSI 117.1 2009 REQUIREMENTS SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:21 AMA1.23 22-081 12/07/2022 ACCESSIBILITY DETAILS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE NO.DATE REVISION DESCRIPTION N.T.S.A1.23 1 PUBLIC PROTRUDING OBJECTS N.T.S.A1.23 2 ACCESSIBLE - TYPICAL PARKING STALL N.T.S.A1.23 3 ACCESSIBLE - SYMBOL N.T.S.A1.23 4 BIKE LOCKER 2 N.T.S.A1.23 5 PUBLIC REDUCED VERTICAL CLEARANCE N.T.S.A1.23 6 ROOM SIGNAGE N.T.S.A1.23 7 BIKE LOCKER 1 N.T.S.A1.23 8 ACCESSIBLE PARKING STALL SIGN ATTACHED TO WALL N.T.S.A1.23 9 OUTLET / SWITCHES / CONTROLS 1 1 2 2 A A C C 3 3 4 4 D D E E17'-0"28'-5"11'-6"6'-1 5/8"10'-9 3/8"8'-5 5/8"6'-0 3/8" 2'-11 1/4"1'-0"5'-0"5'-4"2'-4"15'-4"11'-9 1/8"2'-5" 7'-10 3/8"6'-1 1/8"2'-6"8'-0"3'-0"19'-5 3/4"3'-0"4'-4"3'-2"4'-1 1/4" 14'-6"8'-0"14'-6" 17'-6"14'-10"10'-8"8'-7 3/8" 3'-0"29'-0 1/2"8'-0"12'-0"5'-0"12'-7 1/8"1'-11 1/4"4'-1 1/8"7'-9 3/4"5'-9 1/2"4'-3 5/8"4'-3 5/8" 6'-3 3/4" 8'-0"5'-3" 14'-10"8'-7 1/8"19'-5 5/8"17'-6" 11'-4"8'-5 1/4"1'-5"7'-11 7/8"4'-4" 29'-7" 4'-0"3'-10 5/8"4'-5"39'-0"7'-9 5/8"19'-10"5'-0"6'-6"2'-2 3/4"5'-9 3/8"16'-6 3/4"8'-9 1/8"5'-11 7/8"7'-4 1/2"10'-6"5'-6 3/8"8'-11 3/4"5'-9 3/8"1'-6 1/4" 10'-4 3/4"17'-9 1/8"5'-3"4'-9"10"3'-2 1/2"1'-5"3'-0"5'-10 3/4"16'-6 3/8"11'-1"10'-2"2'-2"21'-0"11'-1 1/2"8'-0"4'-3 1/2"4'-0 1/4"21'-0"4'-0 1/4"13'-1 1/8" 8'-3"30'-4 5/8"7'-4"16'-7 1/4"21'-0"9'-0"11'-1 1/2"3'-0"5'-8 1/2"1'-2"2'-4"2'-4"5'-2"2'-4"5'-6"11'-1 1/2"8'-4 1/2"11'-11"14'-4"1'-10"6'-0"8'-7 1/2"16'-8 3/8" 2'-0"24'-4 5/8"28'-1 3/8" 5'-0 1/8"18'-0 1/2"5'-3"5'-2"1'-8"6 7/8"5'-10 1/2" 30'-6 3/4" 8'-6 3/4"11'-1"6'-11" 11'-2" 26'-3 3/4" 42'-2"7'-2"11'-10"12'-3" 11'-7 1/4"8'-5 1/2"2'-2 1/2"3'-6"14'-4 1/8"3'-0"1'-1 7/8"15'-2 1/4"5 1/2"35'-10 3/8"21'-7"1'-8"2'-4 1/8"5'-3"8'-2"1'-1 1/8"eMYE01 2'-6"10'-6"5'-0"3'-6" 6'-3"16'-0"4'-3 1/8"6'-5 1/4"11'-8"16'-4"21'-0"2'-0 3/4"1'-10"7'-8 5/8" 8'-6 3/4" 16'-6" 16'-6" 3'-0 3/8"3'-0 3/8"7'-4"9'-7"9'-2 5/8"14'-10"14'-10"14'-6"14'-6"14'-8 3/4"14'-8 3/4"2'-7 1/2"2'-4"EQ EQ 5'-0"8'-10"EQ EQ 2'-4"8'-6"EQ EQ 9'-4"3'-4"EQ EQ 9'-4"EQ EQ 3'-0"3'-0" 6'-2" 5'-0"11'-1 1/2"18'-0"4'-0"5'-0" EQ EQ 8'-0"6'-6"4'-10" 5'-0"5'-0"3'-10"RECESSED PATIO - DROP 3'-3" ROOM 130 ROOM 123 ROOM 121 ROOM 128 ROOM 126 TV ROOM ROOM 124 D-WING BOILER ROOM ROOM 122 N.S. STOR. MAINTENANCE ROOM 117ROOM 118 ROOM 120 F.R BREAK ROOM ENTRY / LOBBY VESTIBULE PHYSICAL THERAPY KITCHEN KITCHEN STOR. CORRIDOR CORRIDORCORRIDOR NURSE STATION STOR. LAUNDRY HOUSEKEEPING C-WING BOILER ROOM LIN. BIO ROOM 103 ROOM 105 ROOM 107 ROOM 114 ROOM 112 ROOM 110 ROOM 108 ROOM 106 ROOM 104 ROOM 102 ROOM 101 SHOWER STOR. 9 B B 1. DIMENSIONS ARE TYPICALLY TAKEN TO GRID, FACE OF MASONRY, FACE OF CONCRETE, FACE OF STUD OR DOOR/WINDOW OPENINGS. DIMENSIONS TO OPENINGS ARE NOMINAL, VERIFY ALL OPENINGS WITH ROUGH OPENING REQUIREMENTS. 2. MASONRY IS DIMENSIONED NOMINALLY TO THE FACE. ACTUAL DIMENSIONS WILL BE +1/2" FOR INSIDE DIMENSIONS AND MASONRY OPENINGS, AND -1/2" FOR OUTSIDE DIMENSIONS. 3. EXISTING CONSTRUCTION TO REMAIN SHOWN HALF-TONE, TYP. 4. SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS.SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS. SHEET NOTES -FLOOR PLAN ------------------------------U P D A T E -------------------------- SEE WALL TYPES, SHEET A01.0 FOR MORE INFORMATION ON ALL WALL TYPES. WALL LEGEND -PLANS FIRE PROTECTION NOTES: -SEE CODE PLANS FOR FIRE-AND SMOKE-BARRIER LOCATIONS. EXTEND WALLS FULL HEIGHT TO UNDERSIDE OF ROOF ASSEMBLY DECKING ABOVE -SEE DETAILS INCLUDE SOUND BATTS TO T.O. WALL OR B.O. DECK IN INTERIOR WALLS INDICATED W/ CROSS- HATCH. EXTEND WALLS TO UNDERSIDE OF RATED ROOF-CEILING ASSEMBLY (GWB) -SEE DETAILS EXTEND WALLS TO UNDERSIDE OF RATED ROOF-CEILING ASSEMBLY (GWB) -SEE DETAILS -INCLUDE SOUND BATTS TO B.O. ASSEMBLY ------------------------------U P D A T E -------------------------- ROOM ABBREVIATIONS N.S. STOR. MECH. BR. LIN. BIO. S.S. ICE. REC. CONS. B.S. H.K. S. C.S. NURSE STATION STORAGE MECHANICAL ROOM BREAKERS LINEN BIO HAZARD STORAGE SOCIAL SERVICES ICE MACHINE RECEPTION CONSULTANT BEAUTY SHOP HOUSEKEEPING SUPPLY CENTRAL SUPPLY F.R.FIRE RISER DIR. N.DIRECTOR OF NURSES M.R.O.MEDICAL RECORDS OFFICE SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:24 AMA2.00 22-081 12/07/2022 EXISTING LEVEL 1 FLOOR PLAN Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE NO.DATE REVISION DESCRIPTION 1/8" = 1'-0"A2.00 1 EXISTING LEVEL 1 PLAN NKEYNOTES - FLOOR PLAN 1 (E) DOOR TO BE REUSED BUT FLIPPED 3 SLIDE DOOR OPENING FOR REQUIRED CLEARANCES 4 EXISTING COLUMN TO REMAIN 6 ALL IN ONE WASHER/DRYER 7 VENDING MACHINE - PER OWNER 9 EXISTING (E) RAMP TO REMAIN TO LEVEL ABOVE - SEE DEMO PLANS, NEW FLOOR PLANS, AND FINISH PLANS FOR SCOPE OF WORK 10 KITCHENETTE - SUMMIT MFR - MODEL #CK72ADASINKR - 72" WIDE ALL-IN-ONE ADA COUNTER HEIGHT 1 1 2 2 A A C C 3 3 4 4 D D E E10'-9"4'-1"14'-6"11'-6"2'-8"8'-2 3/4"7'-10"10'-10" 16'-1 3/4"32'-6 3/8"13'-0 1/8"3'-1"2'-6"5'-6"24'-2 1/4"2'-11 1/8"6'-11 1/2"8'-9" 8'-10 5/8" 5'-0"1'-10 1/4"1'-4 3/8"3'-6"5'-4 1/4"8'-6 3/4" 8'-6 3/4"21'-0"11'-11"12'-3"21'-0"21'-0"9'-8"4'-0 1/4"4'-0 1/4"1'-0"1'-0"EQ EQ 10'-11"8'-1"8'-4"12'-5"14'-3"2'-6"EQ EQ2'-6"5'-5"8'-5 1/2"9'-2" 14'-6"8'-0"14'-6"17'-0"29'-0"3'-9" 16'-6 3/8"8'-6"16'-6 3/8"12'-0"9'-2"5'-7" 3'-0"5'-0"8'-4 1/8"2'-4"2'-10"1'-3"15'-5"12'-4"1'-4"19'-4 3/4"7'-4"6'-0 7/8"8'-11 1/8"4'-7"2'-8"14'-7"11'-4"21'-5 7/8"3'-0"10'-6"8'-10" 3'-0" 1'-11 1/4" 3'-0" 6'-11" 3'-0" 14'-6"5'-8"20'-0"8'-4"7'-9"8'-7 1/8"6'-5 1/8" 8'-3" 54'-3 7/8" 14'-10" 8'-0"8'-10"4'-10 7/8"8'-0"11'-0"3'-3"6'-7 3/8"4'-4" 39'-6" 12'-3" 12'-0"3'-6"4'-6"3'-9 1/2"9'-10"3'-4"14'-2 3/4"2'-9 1/8"13'-10"1'-6"10'-0" 8'-0"9'-6" 11'-6 1/2"11'-5 1/2"5'-0 3/4"1'-4 1/2"5'-1 1/8"8'-0"12'-9 1/8"8'-11 1/4" 6'-5 1/4" 8'-6 7/8"6'-1 1/8"5'-0"4'-3 1/8"5'-1"5'-4" 9'-3" 84'-0 3/4" 4'-3"2'-10"15'-7"19'-4"11'-5"2'-6"2'-0"1'-4"8'-0 1/8"5'-8"17'-6"5'-4"15'-5 3/8"15'-8 1/8"16'-0"9'-11 7/8" 7'-1 1/2"12'-6"8'-4 5/8"3'-0"13'-8"11'-8" 11'-0" 8'-2" 10'-10" 21'-2 7/8"28'-8 1/2"8'-2"5'-0"4'-11"3'-0"3'-10"21'-8"EQ EQ100"149"171"14'-10"14'-6"14'-6"14'-8 3/4"14'-8 3/4"17'-7"8'-2" 5'-3 1/8"8'-2"5'-2"11'-2"4'-0"2'-2"8'-7" 2'-2"4'-2"4'-0"5'-0"3'-0"3'-0"8'-3 1/2" 9'-4" 13'-2"9'-8"13'-2" 9'-6" 3'-0"3'-0"1'-10"1'-10"EQ EQ 9'-0"3'-0"2'-0"EQ EQ 8'-10"EQ EQ 2'-0"1'-2"1'-2"2'-0"8'-6"9'-4"2'-0"EQ EQ 3'-0"9'-4"EQ EQ 2'-0"5'-0" 9'-2"5'-0"11'-0"6'-0" 8'-0"EQEQEQ5'-7"5'-2"5'-0"11'-7"5'-0"11'-5"12'-0"5'-0"EQ EQ 3'-10"3'-10" ROOM 230 ROOM 223 ROOM 221 ROOM 228 ROOM 226 ROOM 219 ROOM 224 M.R.O. ROOM 222 LIN. S.S. STORAGE ROOM 217ROOM 218 ROOM 220 ICE DIR. N. VESTIBULE LOUNGE / RINING ROOM ACTIVITIES STOR. CORRIDOR CORRIDORCORRIDOR NETWORK B.S. ROOM 216 ROOM 215 C.S. STOR. BIO ROOM 203 ROOM 205 ROOM 207 ROOM 214 ROOM 212 ROOM 210 ROOM 208 ROOM 206 ROOM 204 ROOM 202 ROOM 201 SHOWER EX.DIR. OFFICE COPIER BR. BR. CONSUL. MED ROOM STOR.N.S. REC. H.K. LIN. B B 1. DIMENSIONS ARE TYPICALLY TAKEN TO GRID, FACE OF MASONRY, FACE OF CONCRETE, FACE OF STUD OR DOOR/WINDOW OPENINGS. DIMENSIONS TO OPENINGS ARE NOMINAL, VERIFY ALL OPENINGS WITH ROUGH OPENING REQUIREMENTS. 2. MASONRY IS DIMENSIONED NOMINALLY TO THE FACE. ACTUAL DIMENSIONS WILL BE +1/2" FOR INSIDE DIMENSIONS AND MASONRY OPENINGS, AND -1/2" FOR OUTSIDE DIMENSIONS. 3. EXISTING CONSTRUCTION TO REMAIN SHOWN HALF-TONE, TYP. 4. SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS.SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS. SHEET NOTES -FLOOR PLAN ------------------------------U P D A T E -------------------------- SEE WALL TYPES, SHEET A01.0 FOR MORE INFORMATION ON ALL WALL TYPES. WALL LEGEND -PLANS FIRE PROTECTION NOTES: -SEE CODE PLANS FOR FIRE-AND SMOKE-BARRIER LOCATIONS. EXTEND WALLS FULL HEIGHT TO UNDERSIDE OF ROOF ASSEMBLY DECKING ABOVE -SEE DETAILS INCLUDE SOUND BATTS TO T.O. WALL OR B.O. DECK IN INTERIOR WALLS INDICATED W/ CROSS- HATCH. EXTEND WALLS TO UNDERSIDE OF RATED ROOF-CEILING ASSEMBLY (GWB) -SEE DETAILS EXTEND WALLS TO UNDERSIDE OF RATED ROOF-CEILING ASSEMBLY (GWB) -SEE DETAILS -INCLUDE SOUND BATTS TO B.O. ASSEMBLY ------------------------------U P D A T E -------------------------- ROOM ABBREVIATIONS N.S. STOR. MECH. BR. LIN. BIO. S.S. ICE. REC. CONS. B.S. H.K. S. C.S. NURSE STATION STORAGE MECHANICAL ROOM BREAKERS LINEN BIO HAZARD STORAGE SOCIAL SERVICES ICE MACHINE RECEPTION CONSULTANT BEAUTY SHOP HOUSEKEEPING SUPPLY CENTRAL SUPPLY F.R.FIRE RISER DIR. N.DIRECTOR OF NURSES M.R.O.MEDICAL RECORDS OFFICE SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:26 AMA2.01 22-081 12/07/2022 EXISTING LEVEL 2 FLOOR PLAN Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE NO.DATE REVISION DESCRIPTION 1/8" = 1'-0"A2.01 1 EXISTING LEVEL 2 FLOOR PLAN KEYNOTES - FLOOR PLAN 1 (E) DOOR TO BE REUSED BUT FLIPPED 3 SLIDE DOOR OPENING FOR REQUIRED CLEARANCES 4 EXISTING COLUMN TO REMAIN 6 ALL IN ONE WASHER/DRYER 7 VENDING MACHINE - PER OWNER 9 EXISTING (E) RAMP TO REMAIN TO LEVEL ABOVE - SEE DEMO PLANS, NEW FLOOR PLANS, AND FINISH PLANS FOR SCOPE OF WORK 10 KITCHENETTE - SUMMIT MFR - MODEL #CK72ADASINKR - 72" WIDE ALL-IN-ONE ADA COUNTER HEIGHT N DN UP UP UP UP UP UP UP DN 1. DIMENSIONS ARE TYPICALLY TAKEN TO GRID, FACE OF MASONRY, FACE OF CONCRETE, FACE OF STUD OR DOOR/WINDOW OPENINGS. DIMENSIONS TO OPENINGS ARE NOMINAL, VERIFY ALL OPENINGS WITH ROUGH OPENING REQUIREMENTS. 2. MASONRY IS DIMENSIONED NOMINALLY TO THE FACE. ACTUAL DIMENSIONS WILL BE +1/2" FOR INSIDE DIMENSIONS AND MASONRY OPENINGS, AND -1/2" FOR OUTSIDE DIMENSIONS. 3. EXISTING CONSTRUCTION TO REMAIN SHOWN HALF-TONE, TYP. 4. SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS.SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS. SHEET NOTES -FLOOR PLAN ------------------------------U P D A T E -------------------------- SEE WALL TYPES, SHEET A01.0 FOR MORE INFORMATION ON ALL WALL TYPES. WALL LEGEND -PLANS FIRE PROTECTION NOTES: -SEE CODE PLANS FOR FIRE-AND SMOKE-BARRIER LOCATIONS. EXTEND WALLS FULL HEIGHT TO UNDERSIDE OF ROOF ASSEMBLY DECKING ABOVE -SEE DETAILS INCLUDE SOUND BATTS TO T.O. WALL OR B.O. DECK IN INTERIOR WALLS INDICATED W/ CROSS- HATCH. EXTEND WALLS TO UNDERSIDE OF RATED ROOF-CEILING ASSEMBLY (GWB) -SEE DETAILS EXTEND WALLS TO UNDERSIDE OF RATED ROOF-CEILING ASSEMBLY (GWB) -SEE DETAILS -INCLUDE SOUND BATTS TO B.O. ASSEMBLY ------------------------------U P D A T E -------------------------- 1 1 2 2 A A C C 3 3 4 4 D D E E RECESSED PATIO - DROP 3'-3" 1 BD / 1 BA 124 1 BD / 1 BA 122 STUDIO 118 BED 120A 2 BD / 1 BA 120 CORRIDOR 1 BD / 1 BA 115 D-WING BOILER ROOM STUDIO 117 BED 119A BED 119B STUDIO 109 C-WING BOILER ROOM CORRIDOR BED 103 STUDIO 105 STUDIO 108 1 BD / 1 BA 106 BED 104B 2 BD / 2 BA 104 BED 104A STUDIO 102 BED 101STUDIO 110 STUDIO 113 STORAGE 116 DOG WASH BED 120B CORRIDORENTRY / LOBBY 17'-9 1/8"17'-8 3/8" 3 3 1 1 TYPE A -STUDIO 112 2 BD / 1 BA / DEN 114 2 BD / 1 BA 119 DEN 114 BED 114A BED 114B 11'-2 3/8"11'-3"11'-7"7'-7"14'-1"LOCATE WALL ON EXISTING COLUMN 12'-10"A7.01 1 A7.01 2 A7.01 3 A7.01 4 A7.01 5 A7.01 6 A7.02 7 A7.01 8 A7.01 9 A7.02 8 A7.02 4 A7.01 12 A7.02 1 A7.01 14 A7.01 16 A7.02 2 A7.01 53 A7.02 3 A7.02 6 ø 5 '-0 "ø 5 '-0 " ø 5'-0" ø 5 '-0 "REMOVABLE AND FIXED SINK CABINETS 14'-6"11'-6"8'-4 7/8"shower door vs. curtain?? include a recessed wall cabinet above the toilet and sink -pedestal sink include recessed shelves at chase and use a pedestal sink notched area for recessed shelves next to pedestal sink RECESSED SHELVING @ CHASE pedestal w/ recessed shelves next to sink eMYE01 eMYE01 eMYE01 eMYE01 eMYE01 eMYE01 eMYE01 eMXE00 eMXE00 eMYE01 eMYE01 eMYE01 eMYE01 eMYE01 eMYE01 eMXS00 eMXP00 eMXS00 A BELOW iN6002 iN6001 iC3C31 iN6001 iC3C31 iC3C31 iN6001 iC3C31 iN6001 iC3C31 iC3C31 iN6001 iN6001 iC3C31 iN6001 iC3B11 iN6002 iN6002 iN6001 368 367 390 257 366 353 iC6B11 iM8001 iN6001 iC6B11 iM8002 iN6002 iC3B00 iN6002 iC6B11 iM8002 iM8002 iM8002 iM8002 iM8002 iM8002 iM8002 iN6002 iC3B11 iN6000 iN6000 iN6000 iN6000 iN6001 iC3B00 323 iN6001iN6000 iN6001 iC3B00 364 365 322 354 394 335 336 337 345 346 334 193 370 398347 273 272 371 374 375 263264 344 373 iN6000 iN6001 iN6001 iC3B11 iC3B11 iC3B11 iC3B11iC3B11 FA-1 iC3A00 iM8001 iM8001 iM8000 iC3B11 iC3B11 iM8001 iC3B00 iC3B11 iMX001 iC6B11 iC3B11 iC6B11 iC3B11 iC6B11 iC6B11 iC6B11 iC6B11 iC6B11 iM8002 iM8002 iC3B00iC3B00 iC3B00 iC3B00 iC4B11iC4B11 iC3B11 iC3B11 iC3B11 iC3B11 iC6B11 iC6B11 iC6B11 iC6B11 iC4B11 iC3B11 iC3B11 iC3B11 iC3B11 iC4B11 iC4B11 iC6B11 iC4B11 iC3B11 iC6B11 iC6B11iC6B11iC6B11 iC6B11 iC3B11 iC6B11 iMX001 iMX001 iC3B11 iC3B11 iC3A00 iC3A00 iC3C31 iC3B11 iC3B00 iC3B11iC3B11iM8001 iM8001 iC3B11 iC3B00 iC3B11 iC3B00 iC3C31 iC4B11 iC3B11 iC3B00 iC3B00 iC3B00 iC3B00 iC3B00 8'-0"14'-6"6'-2"28'-5"11'-9 1/8"8'-7 5/8"2'-8 3/8"5'-0"10'-8"11'-6"12'-0"5'-0"EXISTING5'-9 1/2"EQ EQ 8'-0"10'-6"iN6000 iN6000 9'-4"8'-7 1/8"iN6001 iN6001 EXISTING14'-10"8'-0"15'-4"5'-0"17'-0"11'-6"3 3 3 17'-6" 19'-10"5'-0" 6'-11" 6'-6"7'-8"4'-4"11'-4"14'-10" 1'-5"8'-5 1/4"16'-4"12'-3" 17'-6"11'-10"6'-3"3'-6"iC3A0015'-4"15'-6"7'-4 1/2"10'-6" iC3B11 iC3B11 iC8B01 iC3B111'-8"4'-10" iM8001iC3B114'-0"2'-6" 12'-0 1/8"2'-9"6'-5"14'-2"3" 5'-0" 338 340 248 3934 4 4 4 iC4B00 iC3C31 iF9D31 iC3C31 3'-6"8'-6"16'-6"16'-6 3/8" iM8002 8'-6 3/4"21'-0"24'-10 1/8"21'-0"EXISTING EQ EXISTING EQ 5'-0"3'-0"9'-0"4'-10 7/8"4 4 44 A7.02 36 1 A4.00 1 A4.00 2 A4.00 2 A4.00 3 A4.00 3 A4.00 TYPE A -1 BD / 1 BA 101 BATH 101 BATH 102 BATH 104A BATH 104B BED 106 1 BD / 1 BA 103 BATH 103 BATH 106 BATH 108BATH 105 BATH 110 BATH 112 BATH 114 BED 115 BATH 115 BATH 120 BED 122 BATH 124 BATH 117 BATH 122 BATH 118 BATH 113 LAUNDRY 107 BATH 109 18'-0"11'-1 1/2"5'-0"2'-6"6'-7"7'-4"11'-4"14'-9 3/8" 10'-0 1/4"6'-3 3/4"5'-0 1/4"15'-10 1/2"14'-6"14'-6"14'-10"21'-0"13'-8 5/8"eMYE01 eMYE01 EXISTING 11'-2 1/8" 8'-0 1/2"2'-0 3/4"6'-6"2'-0 3/4"6'-6"11'-2 1/8" 8'-0 1/2"1'-7"10'-2"EXISTING B 11'-2"11'-5"3'-6"1'-0"6'-5"5'-0 1/4" 6'-2"6'-1 3/4" 39'-11 1/4"119'-6 1/4"B B 59'-1"83'-7 1/2"54'-5 3/8"44'-9 1/4"119'-10 1/4"44'-9 1/4"83'-7 1/2" 11'-6 5/8"14'-4 5/8"12'-3 3/4"16'-6 3/4"15'-10 1/2"39'-11 1/4" EXISTING 19'-0" EXISTING 19'-4" 10 10 10 10 10 10 10 10 iF3A00 10 10 1010 10 10 10 10 10 1010 10 A7.00 1 2 2 2 2 SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/6/2023 4:19:39 PMA2.10 22-081 03/01/2023 LEVEL 1 OVERALL FLOOR PLAN Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner CONSTRUCTION DOCUMENTS DOOR SCHEDULE - LEVEL 1 DOOR #WIDTH X HEIGHT DOOR TYPE FRAME TYPE FIRE RATING HARDWARE HEAD DETAIL JAMB DETAIL THRESHOLD DETAIL COMMENTS LEVEL 1 257 3'-0"X6'-8" 263 3'-0"X6'-8" 264 3'-0"X6'-8" 272 3'-0"X6'-8" 273 3'-0"X6'-8" 317 4'-0"X6'-8" 322 3'-0"X7'-0" 323 3'-0"X7'-0" 334 3'-0"X7'-0" 335 3'-0"X7'-0" 336 3'-0"X7'-0" 337 3'-0"X7'-0" 338 3'-0"X7'-0" 339 3'-0"X7'-0" 340 3'-0"X7'-0" 344 3'-0"X7'-0" 345 4'-0"X6'-8" 346 4'-0"X6'-8" 347 3'-0"X7'-0" 353 3'-0"X7'-0" 354 3'-0"X6'-8" 356 3'-0"X6'-8" 364 3'-0"X6'-8" 365 3'-0"X6'-8" 366 3'-0"X6'-8" 367 3'-0"X6'-8" 368 3'-0"X6'-8" 370 3'-0"X6'-8" 371 3'-0"X6'-8" 373 3'-0"X6'-8" KEYNOTES - FLOOR PLAN 1 (E) DOOR TO BE REUSED BUT FLIPPED 2 RECESSED CABINET/RECESSED OPEN SHELVING 3 SLIDE DOOR OPENING FOR REQUIRED CLEARANCES 4 EXISTING COLUMN TO REMAIN 6 ALL IN ONE WASHER/DRYER 7 VENDING MACHINE - PER OWNER 9 EXISTING (E) RAMP TO REMAIN TO LEVEL ABOVE - SEE DEMO PLANS, NEW FLOOR PLANS, AND FINISH PLANS FOR SCOPE OF WORK 10 KITCHENETTE - SUMMIT MFR - MODEL #CK72ADASINKR - 72" WIDE ALL-IN-ONE ADA COUNTER HEIGHT 1/8" = 1'-0"A2.10 1 LEVEL 1 OVERALL FLOOR PLAN NNO.DATE REVISION DESCRIPTION DOOR SCHEDULE - LEVEL 1 DOOR #WIDTH X HEIGHT DOOR TYPE FRAME TYPE FIRE RATING HARDWARE HEAD DETAIL JAMB DETAIL THRESHOLD DETAIL COMMENTS 374 3'-0"X6'-8" 375 3'-0"X7'-0" 390 3'-0"X6'-8" 391 3'-0"X6'-8" 393 2'-0"X6'-8" 394 3'-8"X6'-8" 398 3'-6"X6'-8" 403 3'-0"X7'-0" 404 3'-0"X7'-0" 9 UP UP UP UP DN 1 1 2 2 A A C C 3 3 4 4 D D E E RAMP STUDIO 216 BED 218 2 BD / 1 BA 218 BED 218 BED 220 2 BD / 1 BA ROOM B 223B 2 BD / 1 BA ROOM A 223A STUDIO 221 1 BD / 1 BA 215 STUDIO 213 1 BD / 1 BA 211 STORAGE 219 1 BD / 1 BA 217 1'-2"STUDIO 210 10'-6"BED 215 11'-10 1/4"12'-8 1/2"1 BD / 1 BA 214 3 BD / 1 BA 212 20'-0 5/8"23'-5 1/2"A7.03 1 A7.03 2 A7.03 3 A7.03 4 A7.03 5 A7.03 6 A7.03 7 A7.04 6 A7.04 8 A7.04 9 A7.04 5 A7.04 4 A7.04 7 A7.03 8 A7.03 9 A7.03 10 A7.04 1 A7.03 11 A7.03 12 A7.04 2 A7.04 32'-0 3/4"EQEQEQinclude a recessed wall cabinet above the toilet and sink -pedestal sink include recessed shelves at chase and use a pedestal sink notched area for recessed shelves next to pedestal sink pedestal w/ recessed shelves next to sink 2'-0"3'-6"9'-9 5/8" CAN THIS BE DEMOED??11'-6"14'-6"eMYE01 eMYE01 eMYE01 eMYE01 eMXS00 eMXS00 eMYE01 eMYE01 eMXE00 eMYE01 10'-9"3'-9"4'-1"6'-10"4'-3"3'-9"9'-0"12'-0"iC3B11 29'-0"iN6002 iN6001 iN6002 iN60024'-1"iN6001 iN600211'-4"9'-0 7/8"2'-6 1/8"11'-7"iN6000 iN6000 iN6000 iN6000 377 iC3C31 iC3B11 iN6001 iC3C315'-0"iC3C31 376 iC3C31 iN6001 iN6001 iC3C31 11'-5"iC3B11 352 40912'-0"5'-0"iN6000 iN6001 iN6001 3'-0"9'-0"EXISTING5'-8"EQ EQ iN6001 iC3B11 8'-0"11'-0"4'-10 7/8"iN6000 iN6000 8'-10"iN6001 iC3C31 iC3C31 iN6001 iC3C31 iN6001 iN6001 iN6001309 372 411 379 iN6002 iC3B11 iC3B11 iN6001 iC3A00 14'-6"8'-0"14'-6"17'-0"5'-0"iC3C31 iN6001 15'-5"iN6001 EXISTINGiC3C31 381 378 iN6001 iM8002 iM8002 iM8002 iM8002 iC3D02 2'-8"7'-11"7'-10"iM8002 iM8002 4'-4"6'-11"8'-7 3/8" iN6002 iNY001 383 iNY001iNY001 iNY001 iNY001 iCXB01 EXISTING4'-7"iC3A00 iC6B11 313 iC3B00 iC3B00 EXISTING 11'-8" 18'-7 5/8"5'-2 5/8"iM8002 iM8001 iC3D02 iC3B11 EXISTING8'-6 1/4"EXISTING iC8B01 iC8B01 iC8B01iM8001 iC8B01 EXISTINGEXISTINGEXISTINGEXISTING 397302 8'-0 3/4"7'-1" iC3B00 iC3B00 iC3B11 EXISTING EXISTING 14'-10"EXISTINGiM8001 iMY001EXISTING17'-6"EXISTINGiC3B11 iC3B11 iC3B11 396iC3B00 iC3B00 iC4C31 iCXB01 iC3B00 331 332 LOCATE ON (E) CONDITIONS 11'-8 7/8"9'-7"12'-10"4 4 4 4 4 44 iC3B11 iC3B11 326 327 324 iM8001iM8001 iC3B00 7'-10 3/4"12'-0 1/8" iC3B00iC3B00 iC3B00 iC3B00 iC3B00 iC4B11 iC4B11 330 329 328 iC3B00 iC3B00 iMX001 iMX001 iC3B11 395359 6 6 6 6 3'-6"3'-6"3'-6 3/4"7 7 7 16'-6 3/8"8'-6"16'-6 3/8" 6'-6"6'-6"A7.04 38 1 A4.00 1 A4.00 2 A4.00 2 A4.00 3 A4.00 3 A4.00 STUDIO 209 STUDIO 201 STUDIO 202 LAUNDRY 203 BED 204A STUDIO 205 1 BD / 1 BA 207 1 BD / 1 BA 206 BED 206 STUDIO 208 BATH 201 BATH 202 BATH 204A BATH 204B BATH 205 BATH 206 BATH 207 BATH 209 BATH 208 BED 207 BED 217 REQUIRES ADDITIONAL SIGNAGE REQUIRES ADDITIONAL SIGNAGE BED 212 BED 212 BATH 216 BATH 218 1 BD / 1 BA 220 BATH 220 BATH 221 BATH 222 2BD / 2 BA 204 BED 204B 9'-2" 373 76 1/4" 3'-8"11'-10" B iC4B11 iC6B11 iC6B11 iC6B11 iC6B11 iC6B11 iC6B11 iC6B11 iC6B11 iC6B11 iM8002iM8002 iM8002 315 389 415 414 iC6B11 iC3B00 iC3B00 iC3B00 iC3B00 iC3B00 iC3B00 iC3B00 iC3B00 iC3B00 iC3B00 iC3B00 iC4B11 21'-0"13'-11 1/2"15'-7 5/8"14'-6"14'-6"14'-10"21'-0"eMYE01 eMYE01 EXISTING EQ EXISTING EQ 7'-4"10'-0 3/4"6'-2"9'-5 3/4"EXISTING 11'-2 1/8"9'-8 7/8"2'-0 3/4"6'-6"8'-0 3/4" 11'-2 1/8"2'-0 3/4"6'-6"8'-0 3/4" 11'-2 1/8"1'-3"10'-6"EXISTING 10'-2 1/4"14'-6"14'-11 1/4"5'-11"10'-4 3/8"8'-9"4'-0 1/4"iC4B11 iC6B11 iC6B11 iC4B11 iC4B11 iC6B11 iC3B11 iC3B11 iC3B11 iC4B11 iC6B11 iC3B11 iC6B11 iC4B11 B B 39'-11 1/4"119'-6 1/4"59'-1"83'-7 1/2"54'-5 3/8"44'-9 1/4"119'-10 1/4"44'-9 1/4"83'-7 1/2" 39'-11 1/4"7'-0"4'-7" 9'-7"12'-0 1/2"12'-2 1/4"8'-2 3/8"12'-3 3/4"16'-8 5/8" 10'-0 1/8"12'-2 1/8"8'-9 5/8"21'-7 3/4"11'-6 1/4"7'-1 5/8"10'-5 5/8"1'-10 1/2"7'-5 5/8"12'-10"12'-2 1/4"21'-11 5/8"eMYE01 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1010 10 10 10 10 10 2 2 2 1. DIMENSIONS ARE TYPICALLY TAKEN TO GRID, FACE OF MASONRY, FACE OF CONCRETE, FACE OF STUD OR DOOR/WINDOW OPENINGS. DIMENSIONS TO OPENINGS ARE NOMINAL, VERIFY ALL OPENINGS WITH ROUGH OPENING REQUIREMENTS. 2. MASONRY IS DIMENSIONED NOMINALLY TO THE FACE. ACTUAL DIMENSIONS WILL BE +1/2" FOR INSIDE DIMENSIONS AND MASONRY OPENINGS, AND -1/2" FOR OUTSIDE DIMENSIONS. 3. EXISTING CONSTRUCTION TO REMAIN SHOWN HALF-TONE, TYP. 4. SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS.SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS. SHEET NOTES -FLOOR PLAN ------------------------------U P D A T E -------------------------- SEE WALL TYPES, SHEET A01.0 FOR MORE INFORMATION ON ALL WALL TYPES. WALL LEGEND -PLANS FIRE PROTECTION NOTES: -SEE CODE PLANS FOR FIRE-AND SMOKE-BARRIER LOCATIONS. EXTEND WALLS FULL HEIGHT TO UNDERSIDE OF ROOF ASSEMBLY DECKING ABOVE -SEE DETAILS INCLUDE SOUND BATTS TO T.O. WALL OR B.O. DECK IN INTERIOR WALLS INDICATED W/ CROSS- HATCH. EXTEND WALLS TO UNDERSIDE OF RATED ROOF-CEILING ASSEMBLY (GWB) -SEE DETAILS EXTEND WALLS TO UNDERSIDE OF RATED ROOF-CEILING ASSEMBLY (GWB) -SEE DETAILS -INCLUDE SOUND BATTS TO B.O. ASSEMBLY ------------------------------U P D A T E -------------------------- SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/6/2023 4:19:40 PMA2.11 22-081 03/01/2023 LEVEL 2 OVERALL FLOOR PLAN Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner CONSTRUCTION DOCUMENTS NO.DATE REVISION DESCRIPTION 1/8" = 1'-0"A2.11 1 LEVEL 2 OVERALL FLOOR PLAN KEYNOTES - FLOOR PLAN 1 (E) DOOR TO BE REUSED BUT FLIPPED 2 RECESSED CABINET/RECESSED OPEN SHELVING 3 SLIDE DOOR OPENING FOR REQUIRED CLEARANCES 4 EXISTING COLUMN TO REMAIN 6 ALL IN ONE WASHER/DRYER 7 VENDING MACHINE - PER OWNER 9 EXISTING (E) RAMP TO REMAIN TO LEVEL ABOVE - SEE DEMO PLANS, NEW FLOOR PLANS, AND FINISH PLANS FOR SCOPE OF WORK 10 KITCHENETTE - SUMMIT MFR - MODEL #CK72ADASINKR - 72" WIDE ALL-IN-ONE ADA COUNTER HEIGHT DOOR SCHEDULE - LEVEL 2 DOOR #WIDTH X HEIGHT DOOR TYPE FRAME TYPE FIRE RATING HARDWARE HEAD DETAIL JAMB DETAIL THRESHOLD DETAIL COMMENTS LEVEL 2 302 3'-0"X6'-8" 309 3'-8"X7'-0" 310 3'-0"X6'-8" 311 3'-0"X6'-8" 312 3'-0"X7'-0" 313 3'-0"X7'-0" 315 3'-0"X7'-0" 324 3'-0"X7'-0" 327 3'-0"X7'-0" 332 3'-0"X7'-0" 352 3'-0"X7'-0" 359 3'-0"X7'-0" 372 3'-0"X6'-8" 373 3'-6"X7'-0" 376 3'-0"X6'-8" 377 3'-0"X6'-8" 378 3'-0"X6'-8" 379 3'-0"X6'-8" 380 3'-0"X6'-8" 381 3'-0"X7'-0" 383 3'-0"X7'-0" 387 3'-0"X7'-0" 389 3'-0"X7'-0" 395 3'-0"X7'-0" 396 2'-0"X7'-0" 397 3'-0"X7'-0" 409 3'-0"X7'-0" 411 3'-0"X6'-8" LEVEL 2 NEW 270 3'-0"X6'-8" 271 3'-0"X6'-8" 274 3'-0"X6'-8" 275 3'-0"X6'-8" DOOR SCHEDULE - LEVEL 2 DOOR #WIDTH X HEIGHT DOOR TYPE FRAME TYPE FIRE RATING HARDWARE HEAD DETAIL JAMB DETAIL THRESHOLD DETAIL COMMENTS 326 3'-0"X7'-0" 328 3'-0"X7'-0" 329 3'-0"X7'-0" 330 3'-0"X7'-0" 331 3'-0"X7'-0" 382 3'-0"X6'-8" 384 3'-0"X6'-8" 385 3'-0"X6'-8" 386 3'-0"X6'-8" 388 3'-0"X6'-8" 414 3'-0"X7'-0" 415 3'-0"X7'-0" FLOOR CPT CARPET 1 PATCRAFT -IMPRESS SC 18X36 -E3375-0 LVT LUXURY VINYL TILE OPTION 1:PATCRAFT -WOODLAND VIEW -HAZELNUT OPTION 2:PATCRAFT -CROSSOVER-LOOSE LAY -KAYAK -V2 ROOM FINISH KEY BASE RB 4" RUBBER MATCH WALL COLOR WALL P1 SOFTER TAN SW6141 SHERWIN WILLIAMS P3 NAVAL SW6244 SHERWIN WILLIAMS CEILING P2 MODERATE WHITE SW6140 SHERWIN WILLIAMS 1. UNLESS NOTED OTHERWISE, CENTER VINYL TILE, CERAMIC TILE OR CARPET TILE WITHIN EACH ROOM. 2. UNLESS NOTED OTHERWISE, ALIGN FLOORING TRANSITIONS WITH COLUMNS,WALLS, ETC. 3. ALL FLOORING MATERIAL AND COLOR TRANSITIONS, WHERE REQUIRED, SHALL BE CENTERED UNDER DOOR. 4. SEE FINISH PLAN SHEETS FOR TRANSITION DETAILS. 5. PATTERNS SHOWN ON PLAN AND LEGEND ARE FOR REPRESENTATION PURPOSES ONLY AND DO NOT SPECIFY FLOORING PATTERN OR LAYOUT SHEET NOTES -FINISHES ------------------------------U P D A T E -------------------------- 1 2 2 2 2 2 2 3 1 BD / 1 BA 124 1 BD / 1 BA 122 STUDIO 118 BED 120A 2 BD / 1 BA 120 1 BD / 1 BA 115 STUDIO 117 BED 119A BED 119B STUDIO 109 BED 103 STUDIO 105 STUDIO 108 1 BD / 1 BA 106 BED 104B 2 BD / 2 BA 104 BED 104A STUDIO 102 BED 101STUDIO 110 STUDIO 113 STORAGE 116 BED 120B TYPE A -STUDIO 112 2 BD / 1 BA / DEN 114 DEN 114 BED 114A BED 114B TYPE A -1 BD / 1 BA 101 BATH 101 BATH 102 BATH 104A BATH 104B BED 106 1 BD / 1 BA 103 BATH 103 BATH 106 BATH 108BATH 105 BATH 110 BATH 112 BATH 114 BED 115 BATH 115 BATH 120 BED 122 BATH 124 BATH 117 BATH 122 BATH 118 BATH 113 LAUNDRY 107 BATH 109 C-WING BOILER ROOM DOG WASH CORRIDOR D-WING BOILER ROOM 2 BD / 1 BA 44 44 4 4 44 4 4 4 44 4 4 4 4 4 4 4 4 CPT LVT CONC CONC CPT LVT GWB PT PL/PT RB CMU CONCRETE CARPET LUXURY VINYL TILE GYPSUM WALL BOARD PAINT PLASTER/PAINT RUBBER BASE CONCRETE MASONRY UNIT ABBREVIATIONS: DENOTES FACE OF WALL TO BE PAINTED BLUE 1. UNLESS OTHERWISE NOTED, NEW PAINT IS TO BE APPLIED TO ALL WALL &CEILING SURFACES, BOTH EXTERIOR AND INTERIOR. GENERAL NOTES -PAINT FINISHES 1. UNLESS OTHERWISE NOTED, NEW RUBBER BASES ARE TO BE APPLIED TO ALL WALLS. RUBBER BASE TO MATCH WALL COLOR. GENERAL NOTES -RUBBER BASES SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:35 AMA2.30 22-081 12/07/2022 LEVEL 1 FINISH PLAN Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE ROOM FINISH SCHEDULE - LEVEL 1 ROOM NUMBER ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CODED NOTES P-LAMMATFINCLRFINCLRMATFINCLRMATFINCLRMATFINCLRMATFINCLR 101 BED CONC LVT RB CMU PL/PT CMU PL/PT GWB PT GWB PT 101 TYPE A - 1 BD / 1 BA CONC LVT RB CMU PL/PT GWB PT GWB PT GWB PT 101 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 102 STUDIO CONC LVT RB GWB PT CMU PL/PT CMU PL/PT GWB PT 102 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 103 BED CONC LVT RB CMU PL/PT GWB PT GWB PT GWB PT 103 1 BD / 1 BA CONC LVT RB CMU PL/PT GWB PT GWB PT GWB PT 103 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 104 2 BD / 2 BA CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 104A BED CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 104A BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 104B BED CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 104B BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 105 STUDIO CONC LVT RB CMU PL/PT GWB PT GWB PT CMU/GWB PT 105 BATH CONC LVT RB GWB PT GWB PT CMU/GWB PT CMU PL/PT 106 1 BD / 1 BA CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 106 BED CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 106 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 107 DOG WASH CONC CONC RB GWB PT GWB PT GWB PT GWB PT 107 LAUNDRY CONC CONC RB GWB PT CMU PL/PT CMU PL/PT CMU PL/PT 108 STUDIO CONC LVT RB CMU PL/PT GWB PT CMU PL/PT CMU PL/PT 108 BATH CONC LVT RB CMU PL/PT GWB PT GWB PT CMU PL/PT 109 STUDIO CONC LVT RB CMU/GWB PT CMU PL/PT GWB PT CMU PL/PT 109 BATH CONC LVT RB CMU PL/PT CMU PL/PT GWB PT GWB PT 110 STUDIO CONC LVT RB GWB PT CMU PL/PT GWB PT GWB PT 110 BATH CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 112 TYPE A - STUDIO CONC LVT RB GWB PT CMU PL/PT GWB PT GWB PT 112 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 113 STUDIO CONC LVT RB CMU PL/PT CMU PL/PT GWB PT GWB PT 113 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 114 2 BD / 1 BA / DEN CONC LVT RB CMU/GWB PT GWB PT GWB PT GWB PT 114 DEN CONC LVT RB CMU PL/PT GWB PT GWB PT CMU PL/PT 114 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 114A BED CONC LVT RB CMU PL/PT CMU PL/PT GWB PT GWB PT 114B BED CONC LVT RB GWB PT CMU PL/PT GWB PT GWB PT 115 1 BD / 1 BA CONC LVT RB CONC PL/PT CONC PL/PT CONC PL/PT CONC PL/PT 115 BED CONC LVT RB CONC/GW B PT CMU PL/PT CONC PL/PT GWB PT 115 BATH CONC LVT RB CONC PL/PT GWB PT GWB PT CONC/GW B PT 116 STORAGE CONC CONC RB GWB PT CONC PL/PT CONC PL/PT CONC PL/PT KEYNOTES - ROOM FINISH PLAN 1 (N) 2" - 3" ADDITIONAL TOPPING CONC. SLAB 2 STAIRS TO BE CARPETED TO MATCH CORRIDORS 3 RAMP 4 DOOR TO BE PAINTED BLUE N1/8" = 1'-0"A2.30 1 LEVEL 1 FINISH PLAN NO.DATE REVISION DESCRIPTION ROOM FINISH SCHEDULE - LEVEL 1 ROOM NUMBER ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CODED NOTES P-LAMMATFINCLRFINCLRMATFINCLRMATFINCLRMATFINCLRMATFINCLR 117 STUDIO CONC LVT RB CONC PL/PT GWB PT CMU PL/PT CONC/GW B PT 117 BATH CONC LVT RB GWB PT GWB PT GWB PT CONC PL/PT 118 STUDIO CONC LVT RB CMU/GWB PT CMU PL/PT CONC/GW B PT CONC PL/PT 118 BATH CONC LVT RB CMU PL/PT CONC/GWB PT GWB PT CONC/GW B PT 119 2 BD / 1 BA CONC LVT RB CONC PL/PT CONC PL/PT CMU PL/PT CONC PL/PT 119A BED CONC LVT RB CONC PL/PT CONC PL/PT CMU PL/PT CONC PL/PT 119B BED CONC LVT RB CONC PL/PT CONC PL/PT CMU PL/PT CMU PL/PT 120 2 BD / 1 BA CONC LVT RB CMU PL/PT GWB PT CONC PL/PT CONC/GW B PL/PT 120 BATH CONC LVT RB GWB PT GWB PT CONC/GW B PT CONC PL/PT 120A BED CONC LVT RB CMU/GWB PT CONC/GWB PT CONC PL/PT GWB PT 120B BED CONC LVT RB CMU PL/PT CONC PL/PT CONC PL/PT CONC PL/PT 122 1 BD / 1 BA CONC LVT RB CMU/GWB PT CONC PL/PT CONC PL/PT CONC/GW B PT 122 BED CONC LVT RB CMU PL/PT CONC/GWB PT CONC/GW B PT GWB PT 122 BATH CONC LVT RB CMU/GWB PT CONC/GWB PT GWB PT CONC PL/PT 124 1 BD / 1 BA CONC LVT RB CMU/GWB PT CONC/GWB PT CONC PL/PT CMU/GWB PT 124 BATH CONC LVT RB CMU/GWB PT CONC/GWB PT GWB PT CONC PL/PT 134 CORRIDOR CONC CPT RB CONC PL/PT CMU/CONC/G WB PT CMU PL/PT CMU/CON C PL/PT 137 D-WING BOILER ROOM CONC CONC - CONC/GW B PT CONC PL/PT CMU PL/PT CMU/GWB PT 143 C-WING BOILER ROOM CONC CONC - CMU PL/PT GWB PT GWB PT GWB PT 144 CORRIDOR CONC CPT RB CMU/GWB PT GWB PT GWB PT CMU/GWB PT 147 CORRIDOR CONC CPT RB CONC/GW B PT CONC PL/PT CONC/GW B PT CONC PL/PT 148 ENTRY / LOBBY CONC CPT RB CMU/GWB PT CMU PL/PT CMU PL/PT CMU PL/PT FLOOR FINISH LEGEND ROOM FINISH LEGEND PAINT LEGEND 2 2 2 3 STUDIO 216 BED 218 2 BD / 1 BA 218 BED 218 BED 220 1 BD / 1 BA 222 2 BD / 1 BA ROOM B 223B 2 BD / 1 BA ROOM A 223A STUDIO 221 STUDIO 213 1 BD / 1 BA 211 STORAGE 219 1 BD / 1 BA 217 STUDIO 210 BED 215 1 BD / 1 BA 214 3 BD / 1 BA 212 STUDIO 209 STUDIO 201 STUDIO 202 LAUNDRY 203 BED 204A STUDIO 205 1 BD / 1 BA 207 1 BD / 1 BA 206 BED 206 STUDIO 208 BATH 201 BATH 202 BATH 204A BATH 204B BATH 205 BATH 206 BATH 207 BATH 209 BATH 208 BED 207 BED 217 BED 212 BED 212 BATH 216 BATH 218 1 BD / 1 BA 220 BATH 220 BATH 221 BATH 222 CORRIDOR 2BD / 2 BA 204 1 BD / 1 BA BATH 223 CORRIDORCORRIDOR 44 44 4 4 4 4 444 4 4 4 4 4 4 4 4 4 4 4 FLOOR CPT CARPET 1 PATCRAFT -IMPRESS SC 18X36 -E3375-0 LVT LUXURY VINYL TILE OPTION 1:PATCRAFT -WOODLAND VIEW -HAZELNUT OPTION 2:PATCRAFT -CROSSOVER-LOOSE LAY -KAYAK -V2 ROOM FINISH KEY BASE RB 4" RUBBER MATCH WALL COLOR WALL P1 SOFTER TAN SW6141 SHERWIN WILLIAMS P3 NAVAL SW6244 SHERWIN WILLIAMS CEILING P2 MODERATE WHITE SW6140 SHERWIN WILLIAMS 1. UNLESS NOTED OTHERWISE, CENTER VINYL TILE, CERAMIC TILE OR CARPET TILE WITHIN EACH ROOM. 2. UNLESS NOTED OTHERWISE, ALIGN FLOORING TRANSITIONS WITH COLUMNS,WALLS, ETC. 3. ALL FLOORING MATERIAL AND COLOR TRANSITIONS, WHERE REQUIRED, SHALL BE CENTERED UNDER DOOR. 4. SEE FINISH PLAN SHEETS FOR TRANSITION DETAILS. 5. PATTERNS SHOWN ON PLAN AND LEGEND ARE FOR REPRESENTATION PURPOSES ONLY AND DO NOT SPECIFY FLOORING PATTERN OR LAYOUT SHEET NOTES -FINISHES ------------------------------U P D A T E -------------------------- CPT LVT CONC CONC CPT LVT GWB PT PL/PT RB CMU CONCRETE CARPET LUXURY VINYL TILE GYPSUM WALL BOARD PAINT PLASTER/PAINT RUBBER BASE CONCRETE MASONRY UNIT ABBREVIATIONS: DENOTES FACE OF WALL TO BE PAINTED BLUE 1. UNLESS OTHERWISE NOTED, NEW PAINT IS TO BE APPLIED TO ALL WALL &CEILING SURFACES, BOTH EXTERIOR AND INTERIOR. GENERAL NOTES -PAINT FINISHES 1. UNLESS OTHERWISE NOTED, NEW RUBBER BASES ARE TO BE APPLIED TO ALL WALLS. RUBBER BASE TO MATCH WALL COLOR. GENERAL NOTES -RUBBER BASES SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:40 AMA2.31 22-081 12/07/2022 LEVEL 2 FINISH PLAN Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE 1/8" = 1'-0"A2.31 1 LEVEL 2 FINISH PLAN NO.DATE REVISION DESCRIPTION NKEYNOTES - ROOM FINISH PLAN 1 (N) 2" - 3" ADDITIONAL TOPPING CONC. SLAB 2 STAIRS TO BE CARPETED TO MATCH CORRIDORS 3 RAMP 4 DOOR TO BE PAINTED BLUE ROOM FINISH SCHEDULE - LEVEL 2 ROOM NUMBER ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CODED NOTES P-LAMMATFINCLRFINCLRMATFINCLRMATFINCLRMATFINCLRMATFINCLR 201 STUDIO CONC LVT RB CMU PL/PT CMU/GWB PT GWB PT GWB PT 201 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 202 STUDIO CONC LVT RB GWB PT CMU/GWB PT CMU PL/PT GWB PT 202 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 203 LAUNDRY CONC CONC RB GWB PT GWB PT GWB PT GWB PT 204 2BD / 2 BA CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 204A BED CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 204A BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 204B BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 204B BED CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 204C CORRIDOR CONC CPT RB CMU/CONC PL/PT CMU/CONC/GW B PT CMU/GW B PT CMU/CONC/GW B PT 204D CORRIDOR CONC CPT RB CONC/GWB PT CONC PL/PT CONC/GW B PT CONC PL/PT 205 STUDIO CONC LVT RB CMU PL/PT GWB PT GWB PT GWB PT 205 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 206 BED CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 206 1 BD / 1 BA CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 206 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 207 1 BD / 1 BA CONC LVT RB CMU PL/PT GWB PT GWB PT GWB PT 207 BED CONC LVT RB CMU PL/PT GWB PT GWB PT GWB PT 207 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 208 STUDIO CONC LVT RB CMU/GWB PT GWB PT CMU PL/PT CMU/GWB PT 208 BATH CONC LVT RB CMU PL/PT GWB PT GWB PT CMU PL/PT 209 STUDIO CONC LVT RB CMU PL/PT GWB PT CMU/GW B PT CMU/GWB PT 209 BATH CONC LVT RB GWB PT GWB PT CMU PL/PT CMU PL/PT 210 STUDIO CONC LVT RB GWB PT CMU/GWB PT CMU/GW B PL/PT GWB PT 211 1 BD / 1 BA CONC LVT RB GWB PT CMU/GWB PT GWB PT CMU/GWB PT 212 BED CONC LVT RB GWB PT CMU/GWB PT GWB PT GWB PT 212 3 BD / 1 BA CONC LVT RB GWB PT CMU/GWB PT GWB PT CMU/GWB PT 213 STUDIO CONC LVT RB CMU PL/PT CMU/GWB PT GWB PT CMU PL/PT 214 1 BD / 1 BA CONC LVT RB CMU/GWB PT CMU/GWB PT GWB PT CMU/GWB PT 215 1 BD / 1 BA CONC LVT RB CONC/GWB PT CONC/GWB PT GWB PT GWB PT ROOM FINISH SCHEDULE - LEVEL 2 ROOM NUMBER ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CODED NOTES P-LAMMATFINCLRFINCLRMATFINCLRMATFINCLRMATFINCLRMATFINCLR 215 BED CONC LVT RB GWB PT CONC PL/PT GWB PT GWB PT 216 STUDIO CONC LVT RB CMU/GWB PT CMU PL/PT CONC/GW B PT CONC/GWB PT 216 BATH CONC LVT RB CMU PL/PT CONC/GWB PT GWB PT CONC/GWB PT 217 1 BD / 1 BA CONC LVT RB CONC/GWB PT CONC PL/PT CONC PL/PT CONC PL/PT 217 BED CONC LVT RB CONC/GWB PT CMU PL/PT CONC PL/PT CONC/GWB PT 218 BED CONC LVT RB CMU/GWB PT CONC/GWB PT CONC/GW B PT GWB PT 218 2 BD / 1 BA CONC LVT RB CMU PL/PT GWB PT CONC/GW B PT CONC/GWB PT 218 BED CONC LVT RB CMU PL/PT CONC PL/PT CONC/GW B PT GWB PT 218 BATH CONC LVT RB GWB PT GWB PT CONC/GW B PT CONC PL/PT 219 STORAGE CONC CONC RB CONC PL/PT CONC PL/PT CONC PL/PT CONC PL/PT 220 BED CONC LVT RB CMU PL/PT CONC/GWB PT CONC/GW B PT GWB PT 220 1 BD / 1 BA CONC LVT RB CMU/GWB PT GWB PT CONC PL/PT CONC/GWB PT 220 BATH CONC LVT RB CMU PL/PT CONC/GWB PT GWB PT CONC/GWB PT 221 STUDIO CONC LVT RB CONC/GWB PT GWB PT CMU PL/PT CONC/GWB PT 221 BATH CONC LVT RB CONC/GWB PT GWB PT GWB PT CONC/GWB PT 222 1 BD / 1 BA CONC LVT RB CMU/GWB PT CONC/GWB PT CONC PL/PT CMU/GWB PT 222 BATH CONC LVT RB CMU PL/PT CONC/GWB PT GWB PT CONC/GWB PT 223 BATH CONC LVT RB CONC/GWB PT CONC/GWB PT CMU PL/PT CONC/GWB PT 223A 2 BD / 1 BA ROOM A CONC LVT RB CONC PL/PT CONC PL/PT CMU PL/PT CONC/GWB PT 223B 2 BD / 1 BA ROOM B CONC LVT RB CONC PL/PT CONC/GWB PT CMU PL/PT CMU PL/PT 245 CORRIDOR CONC CPT RB CMU/GWB PT GWB PT GWB PT CMU/GWB PT FLOOR FINISH LEGEND ROOM FINISH LEGEND PAINT LEGEND DN REF REF REF REF REF REFREF REFREFDNREF REF REF REF REFREFREFREF REF REF REF FLOOR CA1 CARPET 1 MAT ENTRY MAT T1 TILE 1 V1 VINYL 1 ROOM FINISH KEY BASE T1 TILE WD WOOD R4 4" RUBBER WALL P1 PAINT COLOR #1 P2 PAINT COLOR #2 CEILING P1 PAINT COLOR #1 1. UNLESS NOTED OTHERWISE, CENTER VINYL TILE, CERAMIC TILE OR CARPET TILE WITHIN EACH ROOM. 2. UNLESS NOTED OTHERWISE, ALIGN FLOORING TRANSITIONS WITH COLUMNS,WALLS, ETC. 3. ALL FLOORING MATERIAL AND COLOR TRANSITIONS, WHERE REQUIRED, SHALL BE CENTERED UNDER DOOR. 4. SEE FINISH PLAN SHEETS FOR TRANSITION DETAILS. 5. PATTERNS SHOWN ON PLAN AND LEGEND ARE FOR REPRESENTATION PURPOSES ONLY AND DO NOT SPECIFY FLOORING PATTERN OR LAYOUT SHEET NOTES -FINISHES ------------------------------U P D A T E -------------------------- 1 2 2 2 2 2 2 3 1 BD / 1 BA 124 1 BD / 1 BA 122 STUDIO 118 BED 120A 2 BD / 1 BA 120 1 BD / 1 BA 115 STUDIO 117 BED 119A BED 119B STUDIO 109 BED 103 STUDIO 105 STUDIO 108 1 BD / 1 BA 106 BED 104B 2 BD / 2 BA 104 BED 104A STUDIO 102 BED 101STUDIO 110 STUDIO 113 STORAGE 116 BED 120B TYPE A -STUDIO 112 2 BD / 1 BA / DEN 114 DEN 114 BED 114A BED 114B TYPE A -1 BD / 1 BA 101 BATH 101 BATH 102 BATH 104A BATH 104B BED 106 1 BD / 1 BA 103 BATH 103 BATH 106 BATH 108BATH 105 BATH 110 BATH 112 BATH 114 BED 115 BATH 115 BATH 120 BED 122 BATH 124 BATH 117 BATH 122 BATH 118 BATH 113 LAUNDRY 107 BATH 109 C-WING BOILER ROOM DOG WASH CORRIDOR D-WING BOILER ROOM 2 BD / 1 BA 44 44 4 4 44 4 4 4 44 4 4 4 4 4 4 4 4 CPT LVT CONC CONC CPT LVT GWB PT PL/PT RB CMU CONCRETE CARPET LUXURY VINYL TILE GYPSUM WALL BOARD PAINT PLASTER/PAINT RUBBER BASE CONCRETE MASONRY UNIT ABBREVIATIONS:DENOTES FACE OF WALL TO BE PAINTED BLUE SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 12/29/2022 9:44:15 PMA2.30 22-081 12/07/2022 LEVEL 1 FINISH PLAN Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE ROOM FINISH SCHEDULE - LEVEL 1 ROOM NUMBER ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CODED NOTES P-LAMMATFINCLRFINCLRMATFINCLRMATFINCLRMATFINCLRMATFINCLR 101 BED CONC LVT RB CMU PL/PT CMU PL/PT GWB PT GWB PT 101 TYPE A - 1 BD / 1 BA CONC LVT RB CMU PL/PT GWB PT GWB PT GWB PT 101 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 102 STUDIO CONC LVT RB GWB PT CMU PL/PT CMU PL/PT GWB PT 102 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 103 BED CONC LVT RB CMU PL/PT GWB PT GWB PT GWB PT 103 1 BD / 1 BA CONC LVT RB CMU PL/PT GWB PT GWB PT GWB PT 103 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 104 2 BD / 2 BA CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 104A BED CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 104A BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 104B BED CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 104B BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 105 STUDIO CONC LVT RB CMU PL/PT GWB PT GWB PT CMU/GWB PT 105 BATH CONC LVT RB GWB PT GWB PT CMU/GWB PT CMU PL/PT 106 1 BD / 1 BA CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 106 BED CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 106 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 107 DOG WASH CONC CONC RB GWB PT GWB PT GWB PT GWB PT 107 LAUNDRY CONC CONC RB GWB PT CMU PL/PT CMU PL/PT CMU PL/PT 108 STUDIO CONC LVT RB CMU PL/PT GWB PT CMU PL/PT CMU PL/PT 108 BATH CONC LVT RB CMU PL/PT GWB PT GWB PT CMU PL/PT 109 STUDIO CONC LVT RB CMU/GWB PT CMU PL/PT GWB PT CMU PL/PT 109 BATH CONC LVT RB CMU PL/PT CMU PL/PT GWB PT GWB PT 110 STUDIO CONC LVT RB GWB PT CMU PL/PT GWB PT GWB PT 110 BATH CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 112 TYPE A - STUDIO CONC LVT RB GWB PT CMU PL/PT GWB PT GWB PT 112 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 113 STUDIO CONC LVT RB CMU PL/PT CMU PL/PT GWB PT GWB PT 113 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 114 2 BD / 1 BA / DEN CONC LVT RB CMU/GWB PT GWB PT GWB PT GWB PT 114 DEN CONC LVT RB CMU PL/PT GWB PT GWB PT CMU PL/PT 114 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 114A BED CONC LVT RB CMU PL/PT CMU PL/PT GWB PT GWB PT 114B BED CONC LVT RB GWB PT CMU PL/PT GWB PT GWB PT 115 1 BD / 1 BA CONC LVT RB CONC PL/PT CONC PL/PT CONC PL/PT CONC PL/PT 115 BED CONC LVT RB CONC/GW B PT CMU PL/PT CONC PL/PT GWB PT 115 BATH CONC LVT RB CONC PL/PT GWB PT GWB PT CONC/GW B PT 116 STORAGE CONC CONC RB GWB PT CONC PL/PT CONC PL/PT CONC PL/PT KEYNOTES - ROOM FINISH PLAN 1 (N) 2" - 3" ADDITIONAL TOPPING CONC. SLAB 2 STAIRS TO BE CARPETED TO MATCH CORRIDORS 3 RAMP 4 DOOR TO BE PAINTED BLUE N1/8" = 1'-0"A2.30 1 LEVEL 1 FINISH PLAN NO.DATE REVISION DESCRIPTION ROOM FINISH SCHEDULE - LEVEL 1 ROOM NUMBER ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CODED NOTES P-LAMMATFINCLRFINCLRMATFINCLRMATFINCLRMATFINCLRMATFINCLR 117 STUDIO CONC LVT RB CONC PL/PT GWB PT CMU PL/PT CONC/GW B PT 117 BATH CONC LVT RB GWB PT GWB PT GWB PT CONC PL/PT 118 STUDIO CONC LVT RB CMU/GWB PT CMU PL/PT CONC/GW B PT CONC PL/PT 118 BATH CONC LVT RB CMU PL/PT CONC/GWB PT GWB PT CONC/GW B PT 119 2 BD / 1 BA CONC LVT RB CONC PL/PT CONC PL/PT CMU PL/PT CONC PL/PT 119A BED CONC LVT RB CONC PL/PT CONC PL/PT CMU PL/PT CONC PL/PT 119B BED CONC LVT RB CONC PL/PT CONC PL/PT CMU PL/PT CMU PL/PT 120 2 BD / 1 BA CONC LVT RB CMU PL/PT GWB PT CONC PL/PT CONC/GW B PL/PT 120 BATH CONC LVT RB GWB PT GWB PT CONC/GW B PT CONC PL/PT 120A BED CONC LVT RB CMU/GWB PT CONC/GWB PT CONC PL/PT GWB PT 120B BED CONC LVT RB CMU PL/PT CONC PL/PT CONC PL/PT CONC PL/PT 122 1 BD / 1 BA CONC LVT RB CMU/GWB PT CONC PL/PT CONC PL/PT CONC/GW B PT 122 BED CONC LVT RB CMU PL/PT CONC/GWB PT CONC/GW B PT GWB PT 122 BATH CONC LVT RB CMU/GWB PT CONC/GWB PT GWB PT CONC PL/PT 124 1 BD / 1 BA CONC LVT RB CMU/GWB PT CONC/GWB PT CONC PL/PT CMU/GWB PT 124 BATH CONC LVT RB CMU/GWB PT CONC/GWB PT GWB PT CONC PL/PT 134 CORRIDOR CONC CPT RB CONC PL/PT CMU/CONC/G WB PT CMU PL/PT CMU/CON C PL/PT 137 D-WING BOILER ROOM CONC CONC - CONC/GW B PT CONC PL/PT CMU PL/PT CMU/GWB PT 143 C-WING BOILER ROOM CONC CONC - CMU PL/PT GWB PT GWB PT GWB PT 144 CORRIDOR CONC CPT RB CMU/GWB PT GWB PT GWB PT CMU/GWB PT 147 CORRIDOR CONC CPT RB CONC/GW B PT CONC PL/PT CONC/GW B PT CONC PL/PT 148 ENTRY / LOBBY CONC CPT RB CMU/GWB PT CMU PL/PT CMU PL/PT CMU PL/PT FLOOR FINISH LEGEND ROOM FINISH LEGENDPAINT LEGEND NEW SHEAR WALLS HIGHLIGHTED IN GREEN. DCI STRUCTURAL NOTES FOR NE SHEAR WALL LOCATIONS LEVEL 1 PRE-LIM STRUCTURAL ANALYSIS NEW LINTEL LOCATIONS BASED ON SHIFTS OF THE EXISTING OPENINGS - PINK UP DN REF REFREF REF REFREF REF REF REF REF REF REF REF REF REF REFREFREF REF REF REF REF 2 2 2 3 STUDIO 216 BED 218 2 BD / 1 BA 218 BED 218 BED 220 1 BD / 1 BA 222 2 BD / 1 BA ROOM B 223B 2 BD / 1 BA ROOM A 223A STUDIO 221 STUDIO 213 1 BD / 1 BA 211 STORAGE 219 1 BD / 1 BA 217 STUDIO 210 BED 215 1 BD / 1 BA 214 3 BD / 1 BA 212 STUDIO 209 STUDIO 201 STUDIO 202 LAUNDRY 203 BED 204A STUDIO 205 1 BD / 1 BA 207 1 BD / 1 BA 206 BED 206 STUDIO 208 BATH 201 BATH 202 BATH 204A BATH 204B BATH 205 BATH 206 BATH 207 BATH 209 BATH 208 BED 207 BED 217 BED 212 BED 212 BATH 216 BATH 218 1 BD / 1 BA 220 BATH 220 BATH 221 BATH 222 CORRIDOR 2BD / 2 BA 204 1 BD / 1 BA BATH 223 CORRIDORCORRIDOR 44 44 4 4 4 4 444 4 4 4 4 4 4 4 4 4 4 4 FLOOR CA1 CARPET 1 MAT ENTRY MAT T1 TILE 1 V1 VINYL 1 ROOM FINISH KEY BASE T1 TILE WD WOOD R4 4" RUBBER WALL P1 PAINT COLOR #1 P2 PAINT COLOR #2 CEILING P1 PAINT COLOR #1 1. UNLESS NOTED OTHERWISE, CENTER VINYL TILE, CERAMIC TILE OR CARPET TILE WITHIN EACH ROOM. 2. UNLESS NOTED OTHERWISE, ALIGN FLOORING TRANSITIONS WITH COLUMNS,WALLS, ETC. 3. ALL FLOORING MATERIAL AND COLOR TRANSITIONS, WHERE REQUIRED, SHALL BE CENTERED UNDER DOOR. 4. SEE FINISH PLAN SHEETS FOR TRANSITION DETAILS. 5. PATTERNS SHOWN ON PLAN AND LEGEND ARE FOR REPRESENTATION PURPOSES ONLY AND DO NOT SPECIFY FLOORING PATTERN OR LAYOUT SHEET NOTES -FINISHES ------------------------------U P D A T E -------------------------- CPT LVT CONC CONC CPT LVT GWB PT PL/PT RB CMU CONCRETE CARPET LUXURY VINYL TILE GYPSUM WALL BOARD PAINT PLASTER/PAINT RUBBER BASE CONCRETE MASONRY UNIT ABBREVIATIONS:DENOTES FACE OF WALL TO BE PAINTED BLUE SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 12/29/2022 9:44:19 PMA2.31 22-081 12/07/2022 LEVEL 2 FINISH PLAN Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE 1/8" = 1'-0"A2.31 1 LEVEL 2 FINISH PLAN NO.DATE REVISION DESCRIPTION NKEYNOTES - ROOM FINISH PLAN 1 (N) 2" - 3" ADDITIONAL TOPPING CONC. SLAB 2 STAIRS TO BE CARPETED TO MATCH CORRIDORS 3 RAMP 4 DOOR TO BE PAINTED BLUE ROOM FINISH SCHEDULE - LEVEL 2 ROOM NUMBER ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CODED NOTES P-LAMMATFINCLRFINCLRMATFINCLRMATFINCLRMATFINCLRMATFINCLR 201 STUDIO CONC LVT RB CMU PL/PT CMU/GWB PT GWB PT GWB PT 201 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 202 STUDIO CONC LVT RB GWB PT CMU/GWB PT CMU PL/PT GWB PT 202 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 203 LAUNDRY CONC CONC RB GWB PT GWB PT GWB PT GWB PT 204 2BD / 2 BA CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 204A BED CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 204A BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 204B BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 204B BED CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 204C CORRIDOR CONC CPT RB CMU/CONC PL/PT CMU/CONC/GW B PT CMU/GW B PT CMU/CONC/GW B PT 204D CORRIDOR CONC CPT RB CONC/GWB PT CONC PL/PT CONC/GW B PT CONC PL/PT 205 STUDIO CONC LVT RB CMU PL/PT GWB PT GWB PT GWB PT 205 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 206 BED CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 206 1 BD / 1 BA CONC LVT RB GWB PT GWB PT CMU PL/PT GWB PT 206 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 207 1 BD / 1 BA CONC LVT RB CMU PL/PT GWB PT GWB PT GWB PT 207 BED CONC LVT RB CMU PL/PT GWB PT GWB PT GWB PT 207 BATH CONC LVT RB GWB PT GWB PT GWB PT GWB PT 208 STUDIO CONC LVT RB CMU/GWB PT GWB PT CMU PL/PT CMU/GWB PT 208 BATH CONC LVT RB CMU PL/PT GWB PT GWB PT CMU PL/PT 209 STUDIO CONC LVT RB CMU PL/PT GWB PT CMU/GW B PT CMU/GWB PT 209 BATH CONC LVT RB GWB PT GWB PT CMU PL/PT CMU PL/PT 210 STUDIO CONC LVT RB GWB PT CMU/GWB PT CMU/GW B PL/PT GWB PT 211 1 BD / 1 BA CONC LVT RB GWB PT CMU/GWB PT GWB PT CMU/GWB PT 212 BED CONC LVT RB GWB PT CMU/GWB PT GWB PT GWB PT 212 3 BD / 1 BA CONC LVT RB GWB PT CMU/GWB PT GWB PT CMU/GWB PT 213 STUDIO CONC LVT RB CMU PL/PT CMU/GWB PT GWB PT CMU PL/PT 214 1 BD / 1 BA CONC LVT RB CMU/GWB PT CMU/GWB PT GWB PT CMU/GWB PT 215 1 BD / 1 BA CONC LVT RB CONC/GWB PT CONC/GWB PT GWB PT GWB PT ROOM FINISH SCHEDULE - LEVEL 2 ROOM NUMBER ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CODED NOTES P-LAMMATFINCLRFINCLRMATFINCLRMATFINCLRMATFINCLRMATFINCLR 215 BED CONC LVT RB GWB PT CONC PL/PT GWB PT GWB PT 216 STUDIO CONC LVT RB CMU/GWB PT CMU PL/PT CONC/GW B PT CONC/GWB PT 216 BATH CONC LVT RB CMU PL/PT CONC/GWB PT GWB PT CONC/GWB PT 217 1 BD / 1 BA CONC LVT RB CONC/GWB PT CONC PL/PT CONC PL/PT CONC PL/PT 217 BED CONC LVT RB CONC/GWB PT CMU PL/PT CONC PL/PT CONC/GWB PT 218 BED CONC LVT RB CMU/GWB PT CONC/GWB PT CONC/GW B PT GWB PT 218 2 BD / 1 BA CONC LVT RB CMU PL/PT GWB PT CONC/GW B PT CONC/GWB PT 218 BED CONC LVT RB CMU PL/PT CONC PL/PT CONC/GW B PT GWB PT 218 BATH CONC LVT RB GWB PT GWB PT CONC/GW B PT CONC PL/PT 219 STORAGE CONC CONC RB CONC PL/PT CONC PL/PT CONC PL/PT CONC PL/PT 220 BED CONC LVT RB CMU PL/PT CONC/GWB PT CONC/GW B PT GWB PT 220 1 BD / 1 BA CONC LVT RB CMU/GWB PT GWB PT CONC PL/PT CONC/GWB PT 220 BATH CONC LVT RB CMU PL/PT CONC/GWB PT GWB PT CONC/GWB PT 221 STUDIO CONC LVT RB CONC/GWB PT GWB PT CMU PL/PT CONC/GWB PT 221 BATH CONC LVT RB CONC/GWB PT GWB PT GWB PT CONC/GWB PT 222 1 BD / 1 BA CONC LVT RB CMU/GWB PT CONC/GWB PT CONC PL/PT CMU/GWB PT 222 BATH CONC LVT RB CMU PL/PT CONC/GWB PT GWB PT CONC/GWB PT 223 BATH CONC LVT RB CONC/GWB PT CONC/GWB PT CMU PL/PT CONC/GWB PT 223A 2 BD / 1 BA ROOM A CONC LVT RB CONC PL/PT CONC PL/PT CMU PL/PT CONC/GWB PT 223B 2 BD / 1 BA ROOM B CONC LVT RB CONC PL/PT CONC/GWB PT CMU PL/PT CMU PL/PT 245 CORRIDOR CONC CPT RB CMU/GWB PT GWB PT GWB PT CMU/GWB PT FLOOR FINISH LEGEND ROOM FINISH LEGENDPAINT LEGEND NEW SHEAR WALLS HIGHLIGHTED IN GREEN. DCI STRUCTURAL NOTES FOR NE SHEAR WALL LOCATIONS LEVEL 2 PRE-LIM STRUCTURAL ANALYSIS NEW LINTEL LOCATIONS BASED ON SHIFTS OF THE EXISTING OPENINGS - PINK 1. SEE FLOOR PLANS FOR WALL TYPES. 2. GENERALLY CENTER CEILING GRIDS IN EACH ROOM UNLESS NOTED OTHERWISE TO PROVIDE EQUALLY SIZED PANELS ON OPPOSITE WALLS. IF PLANS INDICATE A GRID ALIGNING WITH A COLUMN, WALL, SOFFIT, ETC. START GRID AT INDICATED SURFACE. 3. CEILING SPACES MAY BE LIMITED. SOME SOFFITS MAY REQ. MIN. CLEAR INSIDE DIMENSIONS AND MUST BE COORDINATED WITH MECH. PRIOR TO INSTALLATION. ALL PARTIES MUST COORDINATE THE INSTALLATION OF THEIR WORK PRIOR TO INSTALLATION TO AVOID CONFLICT. INSTALLATION OF WORK WITHOUT COORDINATION WILL BE THE BASIS FOR REJECTION, REMOVAL AND REPLACEMENT AT NO COST TO THE OWNER. 4. DIMENSIONS ON REFLECTED CEILING PLANS ARE OVERALL TO FACE OF FINISH UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE, ALIGN CEILING TRANSITIONS WITH COLUMNS, WALLS, ETC. 6. UNLESS NOTED OTHERWISE, ALL GYPSUM WALL BOARD SOFFITS AND CEILINGS ARE TO BE PAINTED. PAINTING INCLUDES THE VERTICIAL AND HORIZONTAL SURFACES. COORDINATE WITH FINISH PLANS. 7. LIGHTING, ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES REPRESENTED ON THESE REFLECTED CEILING PLANS ARE ILLUSTRATIVE ONLY AND MAY NOT REPRESENT ALL NECESSARY ITEMS. SEE MECH., ELEC. & PLUMBING DRAWINGS. 8. EXISTING CEILINGS TO REMAIN ARE TO BE PATCHED AND REPAIRED AS REQUIRED TO COMPLETE RENOVATION WORK INDICATED IN THE DRAWINGS. COORDINATE FINISH OF PATCHED AREAS TO MATCH ADJACENT EXISTING FINISHES. SHEET NOTES -REFLECTED CEILING PLAN ------------------------------U P D A T E -------------------------- 1 1 2 2 A A C C 3 3 4 4 D D E E 1 A4.00 1 A4.00 2 A4.00 2 A4.00 3 A4.00 3 A4.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 POP 7'-0" POP 7'-0" POP 7'-0" POP 7'-0" POP 7'-0" POP 7'-0" POP 7'-0" POP 7'-0" POP 7'-0" POP 7'-0" POP 7'-0" POP 7'-0" POP 7'-0" POP 7'-0" POP 7'-0" 1 POP 7'-0" 1 BD / 1 BA 124 1 BD / 1 BA 122 STUDIO 118 BED 120A 2 BD / 1 BA 120 1 BD / 1 BA 115 STUDIO 117 BED 119A BED 119B STUDIO 109 BED 103 STUDIO 105 STUDIO 108 1 BD / 1 BA 106 BED 104B 2 BD / 2 BA 104 BED 104A STUDIO 102 BED 101STUDIO 110 STUDIO 113 STORAGE 116 BED 120B TYPE A -STUDIO 112 2 BD / 1 BA / DEN 114 2 BD / 1 BA 119 DEN 114 BED 114A BED 114B TYPE A -1 BD / 1 BA 101 BATH 101 BATH 102 BATH 104A BATH 104B BED 106 1 BD / 1 BA 103 BATH 103 BATH 106 BATH 108BATH 105 BATH 110 BATH 112 BATH 114 BED 115 BATH 115 BATH 120 BED 122 BATH 124 BATH 117 BATH 122 BATH 118 BATH 113 LAUNDRY 107 BATH 109 B B NEW -REFLECTED CEILING KEY GWB - GYPSUM WALL BOARD -PAINT ACT - ACOUSTIC CEILING TILE GWB - GYPSUM WALL BOARD -POPCORN FINISH CONC - CONCRETE W/ PLASTER/PAINT FINISH SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:44 AMA2.70 22-081 12/07/2022 NEW/FINISH LEVEL 1 REFLECTED CEILING PLAN Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE KEYNOTES - REFLECTED CEILING PLAN 1 NEW GYP CEILING W/ POPCORN FINISH - PATCH AND REPAIR AS NEEDED TO MATCH EXISTING - SEE DEMO PLANS FOR FURTHER INFORMATION 2 NEW GYP CEILING W/ PAINT FINISH - PATCH AND REPAIR AS NEEDED TO MATCH EXISTING - SEE DEMO PLANS FOR FURTHER INFORMATION N1/8" = 1'-0"A2.70 1 LEVEL 1 REFLECTED CEILING PLAN NO.DATE REVISION DESCRIPTION 1. SEE FLOOR PLANS FOR WALL TYPES. 2. GENERALLY CENTER CEILING GRIDS IN EACH ROOM UNLESS NOTED OTHERWISE TO PROVIDE EQUALLY SIZED PANELS ON OPPOSITE WALLS. IF PLANS INDICATE A GRID ALIGNING WITH A COLUMN, WALL, SOFFIT, ETC. START GRID AT INDICATED SURFACE. 3. CEILING SPACES MAY BE LIMITED. SOME SOFFITS MAY REQ. MIN. CLEAR INSIDE DIMENSIONS AND MUST BE COORDINATED WITH MECH. PRIOR TO INSTALLATION. ALL PARTIES MUST COORDINATE THE INSTALLATION OF THEIR WORK PRIOR TO INSTALLATION TO AVOID CONFLICT. INSTALLATION OF WORK WITHOUT COORDINATION WILL BE THE BASIS FOR REJECTION, REMOVAL AND REPLACEMENT AT NO COST TO THE OWNER. 4. DIMENSIONS ON REFLECTED CEILING PLANS ARE OVERALL TO FACE OF FINISH UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE, ALIGN CEILING TRANSITIONS WITH COLUMNS, WALLS, ETC. 6. UNLESS NOTED OTHERWISE, ALL GYPSUM WALL BOARD SOFFITS AND CEILINGS ARE TO BE PAINTED. PAINTING INCLUDES THE VERTICIAL AND HORIZONTAL SURFACES. COORDINATE WITH FINISH PLANS. 7. LIGHTING, ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES REPRESENTED ON THESE REFLECTED CEILING PLANS ARE ILLUSTRATIVE ONLY AND MAY NOT REPRESENT ALL NECESSARY ITEMS. SEE MECH., ELEC. & PLUMBING DRAWINGS. 8. EXISTING CEILINGS TO REMAIN ARE TO BE PATCHED AND REPAIRED AS REQUIRED TO COMPLETE RENOVATION WORK INDICATED IN THE DRAWINGS. COORDINATE FINISH OF PATCHED AREAS TO MATCH ADJACENT EXISTING FINISHES. SHEET NOTES -REFLECTED CEILING PLAN ------------------------------U P D A T E -------------------------- 1 1 2 2 A A C C 3 3 4 4 D D E E 1 A4.00 1 A4.00 2 A4.00 2 A4.00 3 A4.00 3 A4.00 STUDIO 216 BED 218 2 BD / 1 BA 218 BED 218 BED 220 2 BD / 1 BA ROOM B 223B 2 BD / 1 BA ROOM A 223A STUDIO 221 1 BD / 1 BA 215 STUDIO 213 1 BD / 1 BA 211 STORAGE 219 1 BD / 1 BA 217 STUDIO 210 BED 215 1 BD / 1 BA 214 3 BD / 1 BA 212 STUDIO 209 STUDIO 201 STUDIO 202 LAUNDRY 203 BED 204A STUDIO 205 1 BD / 1 BA 207 1 BD / 1 BA 206 BED 206 STUDIO 208 BATH 201 BATH 202 BATH 204A BATH 204B BATH 205 BATH 206 BATH 207 BATH 209 BATH 208 BED 207 BED 217 BED 212 BED 212 BATH 216 BATH 218 1 BD / 1 BA 220 BATH 220 BATH 221 BATH 222 2BD / 2 BA 204 BED 204B 1 POP 7'-0" 1 1 1 1 1 2 2 2 2 2 2 1 1 POP 7'-0" POP 7'-0" GWB 7'-0" 2 GWB 7'-0" POP 7'-0" B B 1 POP 7'-0" POP 7'-0" GWB 7'-0" GWB 7'-0" 2 GWB 7'-0" NEW -REFLECTED CEILING KEY GWB - GYPSUM WALL BOARD -PAINT ACT - ACOUSTIC CEILING TILE GWB - GYPSUM WALL BOARD -POPCORN FINISH CONC - CONCRETE W/ PLASTER/PAINT FINISH SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:47 AMA2.71 22-081 12/07/2022 NEW/FINISH LEVEL 2 REFLECTED CEILING PLAN Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE KEYNOTES - REFLECTED CEILING PLAN 1 NEW GYP CEILING W/ POPCORN FINISH - PATCH AND REPAIR AS NEEDED TO MATCH EXISTING - SEE DEMO PLANS FOR FURTHER INFORMATION 2 NEW GYP CEILING W/ PAINT FINISH - PATCH AND REPAIR AS NEEDED TO MATCH EXISTING - SEE DEMO PLANS FOR FURTHER INFORMATION N1/8" = 1'-0"A2.71 1 LEVEL 2 REFLECTED CEILING PLAN NO.DATE REVISION DESCRIPTION 1. SEE SHEET A1.00 FOR ROOF ASSEMBLIES. 2. ROOF DRAINS AND OVERFLOW DRAINS, WHEN NOT DIMENSIONED, ARE TO BE CENTERED OR EQUALLY SPACED WITHIN THE ROOF AREA AS SHOWN. DIMENSIONS INDICATED FOR ROOF DRAINS AND OVERFLOW DRAINS ARE APPROXIMATE AND MAY BE ADJUSTED +/-1'-0" AS REQUIRED. 3. CENTER OF ROOF DRAINS TO BE LOCATED 2'-0" MINIMUM FROM ADJACENT ROOF EDGE, PARAPET OR WALLS AS SHOWN UNLESS NOTED OTHERWISE. 4. IN ADDITION TO MECHANICAL AND ELECTRICAL ITEMS SHOWN ON THIS DRAWING, SEE MECHANICAL AND ELECTRICAL DRAWINGS TO VERIFY LOCATIONS, TYPES, SIZES AND QUANTITIES OF MECHANICAL AND ELECTRICAL ROOF PENETRATIONS/ITEMS. 5. TAPERED INSULATION SHALL BEGIN AT 0" THICKNESS AT TOP EDGE OF ROOF DRAIN SUMPS AND SLOPE UP AND AWAY AT 1/4" PER FOOT AS SHOWN TO ACCOMPLISH POSITIVE DRAINAGE AT ALL LOCATIONS. 6. MECHANICAL CONTRACTOR TO FURNISH ALL CURBS REQUIRED FOR HVAC EQUIPMENT, SEE MECHANICAL. 7. ALL FLASHING, ROOFING TIE-INS AND ROOFING ACCESSORIES NECESSARY FOR ROOFING PENETRATIONS, CURBS AND MOUNTING ASSEMBLIES SHALL BE PROVIDED BY THE ROOFING CONTRACTOR AND APPROVED BY THE ROOFING MANUFACTURER. SHEET NOTES -ROOF PLAN ------------------------------U P D A T E -------------------------- 1 1 2 2 A A C C 3 3 4 4 D D E E 1 A4.00 1 A4.00 2 A4.00 2 A4.00 3 A4.00 3 A4.00 1 1 2 2 3 4 4 4 5 6 6 6 B B SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:49 AMA2.80 22-081 12/07/2022 ROOF PLAN & DETAILS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE N KEYNOTES - ROOF PLAN 1 (E) PITCHED ROOF TO REMAIN 2 (E) FLAT ROOF TO REMAIN 3 (E) KITCHEN HOOD & ASSOCIATED DUCTWORK TO BE REMOVED - SEE MECHANICAL FOR MORE INFORMATION 4 (E) ROOF EXHAUST FAN & ASSOCIATED DUCTWORK TO BE REMOVED - SEE MECHANICAL FOR MORE DETAILS 5 (E) ROOF CAP & ASSOCIATED DUCTWORK TO BE REMOVED - SEE MECHANICAL FOR MORE DETAILS 6 (E) CONDENSING UNIT & ASSOCIATED PIPING TO FAN COIL UNIT TO BE REMOVED - SEE MECHANICAL FOR MORE DETAILS NO.DATE REVISION DESCRIPTION1/8" = 1'-0"A2.80 1 ROOF PLAN 1. - SHEET NOTES -BUILDING ELEVATIONS ------------------------------U P D A T E -------------------------- LEVEL 2 105'-4" 1234 T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" 39'-11 1/4"83'-7 1/2"44'-9 1/4" 168'-4" 1 4 466 1 5 2 2 A A C BB C 1 A4.00 1 A4.00 3 A4.00 3 A4.00 B LEVEL 2 105'-4" 1 2 3 4 T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" 39'-11 1/4"83'-7 1/2"44'-9 1/4" 168'-4" B B B 2 2 7 8 1 A4.00 1 A4.00 3 A4.00 3 A4.00 3 LABRADORITE PAINTED 8" STANDARD CMU CONSERVATIVE GRAY PAINTED EFIS EXTERIOR FINISH A C LABRADORITE PAINTED 8" FLUTED CMU CMU FACE B BLACK MAGIC PAINTED EFIS EXTERIOR FINISHD LEVEL 2 105'-4" A C D E T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0" LEVEL 2 NEW 105'-10"6"6"4"4"4'-2"4'-4"4'-2"2'-7"2'-3 1/2"15'-7"T.O. PARAPET 117'-10 1/2"17'-10 1/2"2 2 A4.00 2 A4.00 B 1. UNLESS OTHERWISE NOTED, NEW PAINT IS TO BE APPLIED TO ALL WALL &CEILING SURFACES, BOTH EXTERIOR AND INTERIOR. GENERAL NOTES -PAINT FINISHES SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:55:56 AMA3.00 22-081 12/07/2022 EXTERIOR ELEVATIONS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE KEYNOTES - EXTERIOR ELEVATIONS 1 ROOF MEMBRANE W/ TERM BAR AND FASTENERS 2 METAL PARAPET CAP 3 ROOF GUTTER 4 EXHAUST VENT 5 EXTERIOR LIGHTING FIXTURE 6 (E) WOOD CANOPY 7 (E) EXTERIOR RAMP 8 (E) EXTERIOR GUARDRAIL TO BE REMOVED NO.DATE REVISION DESCRIPTION 1/8" = 1'-0"A3.00 1 EAST ELEVATION 1/8" = 1'-0"A3.00 2 WEST ELEVATION EXTERIOR MATERIAL LEGEND 1/8" = 1'-0"A3.00 3 NORTH ELEVATION 1. - SHEET NOTES -BUILDING ELEVATIONS ------------------------------U P D A T E -------------------------- LABRADORITE PAINTED 8" STANDARD CMU CONSERVATIVE GRAY PAINTED EFIS EXTERIOR FINISH A C LABRADORITE PAINTED 8" FLUTED CMU CMU FACE B BLACK MAGIC PAINTED EFIS EXTERIOR FINISHD LEVEL 2 105'-4" ACDE T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" 2 A4.00 2 A4.00 B LEVEL 1 97'-0" LEVEL 2 105'-4" 2 3 T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" LEVEL 2 105'-4" C D E T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" B LEVEL 2 105'-4" CDE T.O. PLATE LEVEL 2 115'-7" SPLIT LEVEL ENTRY 100'-0" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" A 1. UNLESS OTHERWISE NOTED, NEW PAINT IS TO BE APPLIED TO ALL WALL &CEILING SURFACES, BOTH EXTERIOR AND INTERIOR. GENERAL NOTES -PAINT FINISHES SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:56:00 AMA3.10 22-081 12/07/2022 EXTERIOR ELEVATIONS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE KEYNOTES - EXTERIOR ELEVATIONS 1 ROOF MEMBRANE W/ TERM BAR AND FASTENERS 2 METAL PARAPET CAP 3 ROOF GUTTER 4 EXHAUST VENT 5 EXTERIOR LIGHTING FIXTURE 6 (E) WOOD CANOPY 7 (E) EXTERIOR RAMP 8 (E) EXTERIOR GUARDRAIL TO BE REMOVED 1 EXTERIOR MATERIAL LEGEND NO.DATE REVISION DESCRIPTION 1/8" = 1'-0"A3.10 1 SOUTH ELEVATION 1/8" = 1'-0"A3.10 2 WEST ELEVATION - INT. 1/8" = 1'-0"A3.10 3 NORTH ELEVATION - INT. 1/8" = 1'-0"A3.10 4 SOUTH ELEVATION - INT. LEVEL 1 97'-0" LEVEL 2 105'-4" A C D E T.O. PLATE LEVEL 2 115'-7" T.O. PARAPET 117'-10 1/2" 2 A4.00 2 A4.00 A7.01 29 STUDIO 216 2 BD / 1 BA 218 2 BD / 1 BA 120 1 BD / 1 BA 122 BED 220 1 BD / 1 BA 124 1 BD / 1 BA 124 iN6000 iC3B11 iN6000 iN6000 iC3B11 iN6000 iC3B11 iN6000 eMYE01 iC3C31 iC3B11iN6000iN6001iN6000iN6000 FA-1 FA-3eMYE01 A7.01 33 A7.01 22 A7.03 14 A7.03 24 A7.03 32 BATH 216 BED 218 BED 218 1 BD / 1 BA 220 BATH 220 1 BD / 1 BA 222 BATH 222 1 BD / 1 BA 222 STUDIO 118 BATH 118 BED 120A BED 120B BATH 122 BED 122 BATH 124 B RC-1 LEVEL 1 97'-0" LEVEL 2 105'-4" 1234 T.O. PLATE LEVEL 2 115'-7" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" LEVEL 1 DROP SLAB 96'-5" 1 A4.00 1 A4.00 3 A4.00 3 A4.00 CORRIDORSTUDIO 102 STUDIO 210 STUDIO 110 TYPE A -STUDIO 112 3 BD / 1 BA 212 1 BD / 1 BA 214 2 BD / 1 BA / DEN 114 DEN 114 CORRIDOR STUDIO 216 eMYE01 FA-3 RC-2 RC-1 eMYE01 FA-1 iC6B11 iC6B11 iC6B11 iC6B11 iMX001 iMX001 iC3A00 iC4B11 iM8002 iM8002 iC6B11 iN6002 iN6001 iC3C31 iC3C31 iC3B00 A7.01 22 A7.01 50 A7.02 12 A7.03 13 A7.03 13 A7.04 39 STUDIO 202 CORRIDOR STUDIO 201 BED 212 BATH 216 STUDIO 118 TYPE A -1 BD / 1 BA 101 BATH 114 BATH 115 BATH 118 FA-2 LEVEL 1 97'-0" ACDE T.O. PLATE LEVEL 2 115'-7" LEVEL 2 NEW 105'-10" T.O. PARAPET 117'-10 1/2" 2 A4.00 2 A4.00 STUDIO 108 1 BD / 1 BA 106 2 BD / 2 BA 104 STUDIO 102 BED 104A BED 104B STUDIO 208 1 BD / 1 BA 206 BED 206 BED 204A STUDIO 202 BED 106 eMYE01 FA-2 iC4B11 iC4B11 iC4B11 iC4B11 iC4B11 eMYE01 iC4B11iC4B11iC4B11iC4B11iC4B11 RC-1 B FA-1 2BD / 2 BA 204 BED 204B SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/3/2023 9:56:04 AMA4.00 22-081 12/07/2022 BUILDING SECTIONS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner DESIGN PHASE KEYNOTES - BUILDING SECTIONS 1 NOTE1 NO.DATE REVISION DESCRIPTION 1/8" = 1'-0"A4.00 1 BUILDING SECTION 1 1/8" = 1'-0"A4.00 2 BUILDING SECTION 2 1/8" = 1'-0"A4.00 3 BUILDING SECTION 3 1 1 A7.01 20 21 22 23 1 1 A7.01 26 2527 24 1 1 A7.01 30 31 28 29 1 1 A7.01 34 35 32 33 2 2 A7.01 38 37 36 39 A7.01 41 40 43 42 A7.01 46 47 44 45 A7.01 48 49 50 51 3 3 A7.01 60 58 5961 A7.01 7 10 13 15 1 36"1 1 36"36"1 36"36"25 1/2"13 1/2"36"1 36"1 36"A7.01 18 17 19 52 A7.01 55 54 56 57 1 36"SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/6/2023 3:03:21 PMA7.01 22-081 03/01/2023 LEVEL 1 ENLARGED BATHROOM PLANS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner CONSTRUCTION DOCUMENTS NO.DATE REVISION DESCRIPTION 1/4" = 1'-0"A7.01 1 118 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.01 2 120 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.01 3 123 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.01 4 124 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.01 5 119 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.01 6 138 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.01 8 109 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.01 9 115 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.01 12 110 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.01 14 104A ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.01 20 118 BATHROOM EAST 1/4" = 1'-0"A7.01 21 118 BATHROOM SOUTH 1/4" = 1'-0"A7.01 22 118 BATHROOM WEST 1/4" = 1'-0"A7.01 23 118 BATHROOM NORTH 1/4" = 1'-0"A7.01 24 120 BATHROOM EAST 1/4" = 1'-0"A7.01 25 120 BATHROOM SOUTH 1/4" = 1'-0"A7.01 26 120 BATHROOM WEST 1/4" = 1'-0"A7.01 27 120 BATHROOM NORTH 1/4" = 1'-0"A7.01 28 123 BATHROOM EAST 1/4" = 1'-0"A7.01 29 123 BATHROOM SOUTH 1/4" = 1'-0"A7.01 30 123 BATHROOM WEST 1/4" = 1'-0"A7.01 31 123 BATHROOM NORTH 1/4" = 1'-0"A7.01 32 124 BATHROOM EAST 1/4" = 1'-0"A7.01 33 124 BATHROOM SOUTH 1/4" = 1'-0"A7.01 34 124 BATHROOM WEST 1/4" = 1'-0"A7.01 35 124 BATHROOM NORTH 1/4" = 1'-0"A7.01 36 119 BATHROOM EAST 1/4" = 1'-0"A7.01 37 119 BATHROOM SOUTH 1/4" = 1'-0"A7.01 38 119 BATHROOM WEST 1/4" = 1'-0"A7.01 39 119 BATHROOM NORTH 1/4" = 1'-0"A7.01 40 138 BATHROOM EAST 1/4" = 1'-0"A7.01 41 138 BATHROOM SOUTH 1/4" = 1'-0"A7.01 42 138 BATHROOM WEST 1/4" = 1'-0"A7.01 43 138 BATHROOM NORTH 1/4" = 1'-0"A7.01 44 109 BATHROOM EAST 1/4" = 1'-0"A7.01 45 109 BATHROOM SOUTH 1/4" = 1'-0"A7.01 46 109 BATHROOM WEST 1/4" = 1'-0"A7.01 47 109 BATHROOM NORTH 1/4" = 1'-0"A7.01 48 115 BATHROOM EAST 1/4" = 1'-0"A7.01 49 115 BATHROOM SOUTH 1/4" = 1'-0"A7.01 50 115 BATHROOM WEST 1/4" = 1'-0"A7.01 51 115 BATHROOM NORTH 1/4" = 1'-0"A7.01 7 104A BATHROOM SOUTH 1/4" = 1'-0"A7.01 10 104A BATHROOM EAST 1/4" = 1'-0"A7.01 13 104A BATHROOM WEST 1/4" = 1'-0"A7.01 15 104A BATHROOM NORTH 1/4" = 1'-0"A7.01 16 104B ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.01 17 104B BATHROOM EAST 1/4" = 1'-0"A7.01 18 104B BATHROOM SOUTH 1/4" = 1'-0"A7.01 19 104B BATHROOM WEST 1/4" = 1'-0"A7.01 52 104B BATHROOM NORTH 1/4" = 1'-0"A7.01 53 106 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.01 54 106 BATHROOM EAST 1/4" = 1'-0"A7.01 55 106 BATHROOM SOUTH 1/4" = 1'-0"A7.01 56 106 BATHROOM WEST 1/4" = 1'-0"A7.01 57 106 BATHROOM NORTH 1/4" = 1'-0"A7.01 58 110 BATHROOM EAST 1/4" = 1'-0"A7.01 59 110 BATHROOM SOUTH 1/4" = 1'-0"A7.01 60 110 BATHROOM WEST 1/4" = 1'-0"A7.01 61 110 BATHROOM NORTH 1 A7.02 5 13 14 15 ø 5'-0" A7.0219 16 17 18 D D A7.02 20 23 22 21 D D A7.02 24 27 26 25 C C A7.02 31 29 30 28 A7.02 9 10 12 11 36"36"36" A7.02 32 33 34 35 ø 5 '-0 "1 34"24"36"24" 1 36"30"36"30" 30"36"134"30"30" A7.0240 37 38 39 36"30" SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/6/2023 3:03:22 PMA7.02 22-081 03/01/2023 LEVEL 1 ENLARGED BATHROOM PLANS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner CONSTRUCTION DOCUMENTS NO.DATE REVISION DESCRIPTION 1/4" = 1'-0"A7.02 1 101 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.02 2 103 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.02 3 105 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.02 6 108 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.02 7 113 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.02 8 114 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.02 9 114 BATHROOM EAST 1/4" = 1'-0"A7.02 10 114 BATHROOM NORTH 1/4" = 1'-0"A7.02 11 114 BATHROOM SOUTH 1/4" = 1'-0"A7.02 12 114 BATHROOM WEST 1/4" = 1'-0"A7.02 4 112 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.02 5 101 BATHROOM EAST 1/4" = 1'-0"A7.02 13 101 BATHROOM SOUTH 1/4" = 1'-0"A7.02 14 101 BATHROOM WEST 1/4" = 1'-0"A7.02 15 101 BATHROOM NORTH 1/4" = 1'-0"A7.02 16 103 BATHROOM EAST 1/4" = 1'-0"A7.02 17 103 BATHROOM SOUTH 1/4" = 1'-0"A7.02 18 103 BATHROOM WEST 1/4" = 1'-0"A7.02 19 103 BATHROOM NORTH 1/4" = 1'-0"A7.02 20 105 BATHROOM SOUTH 1/4" = 1'-0"A7.02 21 105 BATHROOM WEST 1/4" = 1'-0"A7.02 22 105 BATHROOM NORTH 1/4" = 1'-0"A7.02 23 105 BATHROOM EAST 1/4" = 1'-0"A7.02 24 108 BATHROOM SOUTH 1/4" = 1'-0"A7.02 25 108 BATHROOM WEST 1/4" = 1'-0"A7.02 26 108 BATHROOM NORTH 1/4" = 1'-0"A7.02 27 108 BATHROOM EAST 1/4" = 1'-0"A7.02 28 113 BATHROOM WEST 1/4" = 1'-0"A7.02 29 113 BATHROOM EAST 1/4" = 1'-0"A7.02 30 113 BATHROOM NORTH 1/4" = 1'-0"A7.02 31 113 BATHROOM SOUTH 1/4" = 1'-0"A7.02 32 112 BATHROOM EAST 1/4" = 1'-0"A7.02 33 112 BATHROOM SOUTH 1/4" = 1'-0"A7.02 34 112 BATHROOM WEST 1/4" = 1'-0"A7.02 35 112 BATHROOM NORTH 1/4" = 1'-0"A7.02 36 102 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.02 37 102 BATHROOM EAST 1/4" = 1'-0"A7.02 38 102 BATHROOM SOUTH 1/4" = 1'-0"A7.02 39 102 BATHROOM WEST 1/4" = 1'-0"A7.02 40 102 BATHROOM NORTH 1 1 A7.03 16 14 13 15 1 1 A7.03 17 19 18 20 1 1 A7.03 21 22 2423 1 1 A7.03 29 32 31 30 2 2 A7.03 28 2725 26 A7.03 33 36 35 34 A7.03 39 40 37 38 A7.03 60 59 57 58 A7.04 49 51 A7.03 41 44 43 42 A7.03 48 47 45 46 A7.03 49 51 5250 A7.03 53 56 55 54 24" 1 36"24" 1 1 24"36"36"30" 24"36"30"36"25 1/2"25 1/2"24" 1 36"30" 24"36"1 1 24"36"1 24"36"36"30" SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/6/2023 3:03:25 PMA7.03 22-081 03/01/2023 LEVEL 2 ENLARGED BATHROOM PLANS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner CONSTRUCTION DOCUMENTS NO.DATE REVISION DESCRIPTION 1/4" = 1'-0"A7.03 1 216 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.03 2 218 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.03 3 220 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.03 4 222 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.03 5 223 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.03 6 221 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.03 7 217 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.03 8 201 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.03 9 204A ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.03 10 204B ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.03 11 207 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.03 12 206 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.03 13 216 BATHROOM WEST 1/4" = 1'-0"A7.03 14 216 BATHROOM SOUTH 1/4" = 1'-0"A7.03 15 216 BATHROOM NORTH 1/4" = 1'-0"A7.03 16 216 BATHROOM EAST 1/4" = 1'-0"A7.03 17 218 BATHROOM WEST 1/4" = 1'-0"A7.03 18 218 BATHROOM EAST 1/4" = 1'-0"A7.03 19 218 BATHROOM NORTH 1/4" = 1'-0"A7.03 20 218 BATHROOM SOUTH 1/4" = 1'-0"A7.03 21 220 BATHROOM WEST 1/4" = 1'-0"A7.03 22 220 BATHROOM EAST 1/4" = 1'-0"A7.03 23 220 BATHROOM NORTH 1/4" = 1'-0"A7.03 24 220 BATHROOM SOUTH 1/4" = 1'-0"A7.03 25 223 BATHROOM NORTH 1/4" = 1'-0"A7.03 26 223 BATHROOM EAST 1/4" = 1'-0"A7.03 27 223 BATHROOM SOUTH 1/4" = 1'-0"A7.03 28 223 BATHROOM WEST 1/4" = 1'-0"A7.03 29 222 BATHROOM WEST 1/4" = 1'-0"A7.03 30 222 BATHROOM NORTH 1/4" = 1'-0"A7.03 31 222 BATHROOM EAST 1/4" = 1'-0"A7.03 32 222 BATHROOM SOUTH 1/4" = 1'-0"A7.03 33 221 BATHROOM SOUTH 1/4" = 1'-0"A7.03 34 221 BATHROOM WEST 1/4" = 1'-0"A7.03 35 221 BATHROOM NORTH 1/4" = 1'-0"A7.03 36 221 BATHROOM EAST 1/4" = 1'-0"A7.03 37 217 BATHROOM WEST 1/4" = 1'-0"A7.03 38 217 BATHROOM NORTH 1/4" = 1'-0"A7.03 39 217 BATHROOM EAST 1/4" = 1'-0"A7.03 40 217 BATHROOM SOUTH 1/4" = 1'-0"A7.03 41 204A BATHROOM SOUTH 1/4" = 1'-0"A7.03 42 204A BATHROOM WEST 1/4" = 1'-0"A7.03 43 204A BATHROOM NORTH 1/4" = 1'-0"A7.03 44 204A BATHROOM EAST 1/4" = 1'-0"A7.03 45 204B BATHROOM EAST 1/4" = 1'-0"A7.03 46 204B BATHROOM SOUTH 1/4" = 1'-0"A7.03 47 204B BATHROOM NORTH 1/4" = 1'-0"A7.03 48 204B BATHROOM WEST 1/4" = 1'-0"A7.03 49 207 BATHROOM WEST 1/4" = 1'-0"A7.03 50 207 BATHROOM NORTH 1/4" = 1'-0"A7.03 51 207 BATHROOM EAST 1/4" = 1'-0"A7.03 52 207 BATHROOM SOUTH 1/4" = 1'-0"A7.03 53 206 BATHROOM SOUTH 1/4" = 1'-0"A7.03 54 206 BATHROOM WEST 1/4" = 1'-0"A7.03 55 206 BATHROOM NORTH 1/4" = 1'-0"A7.03 56 206 BATHROOM EAST 1/4" = 1'-0"A7.03 57 201 BATHROOM WEST 1/4" = 1'-0"A7.03 58 201 BATHROOM NORTH 1/4" = 1'-0"A7.03 59 201 BATHROOM SOUTH 1/4" = 1'-0"A7.03 60 201 BATHROOM EAST 1 A7.04 10 12 1311 D D A7.04 14 16 17 15 D D A7.04 21 19 18 20 C C A7.04 22 24 2523 A7.04 26 27 28 29 A7.04 34 36 3537 3 3 A7.04 33 32 30 31 A7.04 39 41 4240 A7.04 46 A7.04 48 47 45 44 43 30"36"30"36"30"36"1 24"36"27"27"36"24"36"1 30"36"A7.04 49 50 51 52 30"30"36"36"39"39" 30"36"SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/6/2023 3:03:26 PMA7.04 22-081 03/01/2023 LEVEL 2 ENLARGED BATHROOM PLANS Author Checker 5TH & VILLARD 22-081 321 N. 5TH AVE. BOZEMAN, MT 59715 Owner CONSTRUCTION DOCUMENTS NO.DATE REVISION DESCRIPTION 1/4" = 1'-0"A7.04 1 205 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.04 2 209 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.04 3 208 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.04 4 211 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.04 5 213 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.04 6 215 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.04 7 210 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.04 8 214 ENLARGED BATHROOM PLAN 1/4" = 1'-0"A7.04 9 212 ENLARGED BAHTROOM PLAN 1/4" = 1'-0"A7.04 10 205 BATHROOM WEST 1/4" = 1'-0"A7.04 11 205 BATHROOM NORTH 1/4" = 1'-0"A7.04 12 205 BATHROOM EAST 1/4" = 1'-0"A7.04 13 205 BATHROOM SOUTH 1/4" = 1'-0"A7.04 14 209 BATHROOM EAST 1/4" = 1'-0"A7.04 15 209 BATHROOM SOUTH 1/4" = 1'-0"A7.04 16 209 BATHROOM NORTH 1/4" = 1'-0"A7.04 17 209 BATHROOM WEST 1/4" = 1'-0"A7.04 18 208 BATHROOM NORTH 1/4" = 1'-0"A7.04 19 208 BATHROOM EAST 1/4" = 1'-0"A7.04 20 208 BATHROOM WEST 1/4" = 1'-0"A7.04 21 208 BATHROOM SOUTH 1/4" = 1'-0"A7.04 22 211 BATHROOM WEST 1/4" = 1'-0"A7.04 23 211 BATHROOM NORTH 1/4" = 1'-0"A7.04 24 211 BATHROOM EAST 1/4" = 1'-0"A7.04 25 211 BATHROOM SOUTH 1/4" = 1'-0"A7.04 26 213 BATHROOM EAST 1/4" = 1'-0"A7.04 27 213 BATHROOM SOUTH 1/4" = 1'-0"A7.04 28 213 BATHROOM WEST 1/4" = 1'-0"A7.04 29 213 BATHROOM NORTH 1/4" = 1'-0"A7.04 30 210 BATHROOM WEST 1/4" = 1'-0"A7.04 31 210 BATHROOM NORTH 1/4" = 1'-0"A7.04 32 210 BATHROOM SOUTH 1/4" = 1'-0"A7.04 33 210 BATHROOM EAST 1/4" = 1'-0"A7.04 34 215 BATHROOM WEST 1/4" = 1'-0"A7.04 35 215 BATHROOM SOUTH 1/4" = 1'-0"A7.04 36 215 BATHROOM EAST 1/4" = 1'-0"A7.04 37 215 BATHROOM NORTH 1/4" = 1'-0"A7.04 38 202 ENLARGED BATHROOM 1/4" = 1'-0"A7.04 39 214 BATHROOM WEST 1/4" = 1'-0"A7.04 40 214 BATHROOM NORTH 1/4" = 1'-0"A7.04 41 214 BATHROOM EAST 1/4" = 1'-0"A7.04 42 214 BATHROOM SOUTH 1/4" = 1'-0"A7.04 43 212 BATHROOM NORTH 1/4" = 1'-0"A7.04 44 212 BATHROOM EAST 1/4" = 1'-0"A7.04 45 212 BATHROOM SOUTH 1/4" = 1'-0"A7.04 46 212 BATHROOM WEST VANITY 1/4" = 1'-0"A7.04 47 212 BATHROOM NORTH VANITY 1/4" = 1'-0"A7.04 48 212 BATHROOM WEST 1/4" = 1'-0"A7.04 49 202 BATHROOM EAST 1/4" = 1'-0"A7.04 50 202 BATHROOM SOUTH 1/4" = 1'-0"A7.04 51 202 BATHROOM WEST 1/4" = 1'-0"A7.04 52 202 BATHROOM NORTH S 3 T/FTG = X'-X" 3 DRAWING LEGEND POST-TENSION DEAD END (PLAN) POST-TENSION STRESSING END (PLAN) POST-TENSION PROFILE (PLAN) (IN INCHES) DETAILS OR SECTION CUT IN PLAN VIEW (DETAIL NUMBER/SHEET NUMBER) TILT-UP/PRECAST CONCRETE WALL CONNECTION SYMBOL (REFER TO CONNECTION DETAIL) INDICATES CONCRETE COLUMN SYMBOL (REFER TO DIAPHRAGM INDICATES BEARING WALL BELOW INDICATES CONCRETE/TILT-UP CONCRETE WALL INDICATES MASONRY/CMU WALL INDICATES STEP IN FOOTING (REFER TO TYPICAL STEP IN FOOTING DETAIL) FOOTING SYMBOL (REFER TO SPREAD FOOTING SCHEDULE) SHEAR WALL SYMBOL (REFER TO SHEAR WALL SCHEDULE) REVISION TRIANGLE TILT-UP/PRECAST CONCRETE WALL PANEL NUMBER (REFER TO TILT-UP/ PRECAST CONCRETE WALL ELEVATIONS) CMU WALL REINFORCING SYMBOL (REFER TO CMU WALL REINFORCING SCHEDULE) ROOF/FLOOR DIAPHRAGM NAILING ELEVATION SYMBOL (T/ REFERS TO COMPONENT THAT THE ELEVATION REFERENCES) STUD BUBBLE (INDICATES NUMBER OF STUDS REQUIRED IF EXCEEDS NUMBER SPECIFIED IN PLAN NOTE) DETAILS OR SECTION CUT (DETAIL NUMBER/SHEET NUMBER) INDICATES LOCATION OF CONCRETE WALLS, SHEAR WALLS OR BRACED FRAME ELEVATIONS STRUCTURAL EXTENT SYMBOL SINGLE ARROW - END OF EXTENT DOUBLE ARROW - CONTINUOUS EXTENT ALONG THE ELEMENT LINE UNTIL THE ELEMENT IS INTERRUPTED INDICATES WIDE FLANGE COLUMN INDICATES BUNDLED STUDS CONTINUITY PLATE LENGTH (REFER TO TYPICAL DETAIL) MARK NAILING SCHEDULE) MARKDESCRIPTION DESCRIPTION INDICATES DIRECTION OF DECK SPAN INDICATES MOMENT FRAME CONNECTION INTERMEDIATE STRESSING (PLAN) INDICATES NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER TO STUD RAIL DETAILS) STEEL/CONCRETE COLUMN SYMBOL (REFER TO STEEL COLUMN SCHEDULE) INDICATES EXISTING WALL INDICATES DRAG CONNECTION INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR TUBE STEEL (TS) COLUMN INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR STEEL PIPE COLUMN INDICATES DOUBLE SHEAR CONNECTION (REFER TO THE DOUBLE SHEAR PLATE CONNECTIONS DETAIL) PILE CAP SYMBOL (REFER TO PILE CAP SCHEDULE) INDICATES PRECAST CONCRETE COLUMN F2.0 INDICATES WOOD POST 1P 0 INDICATES CANTILEVER CONNECTION 00 S0.0 1 1 8" DS SR__ 1 1 C1 XX"xXX" X SX.X XX/SXX.XX INDICATES REINFORCING TYPE (REFER TO THE REINFORCING SCHEDULE) 00TB INDICATES WOOD OR STEEL STUD SHEAR WALL LINE AND HOLD-DOWNS PER KEY ON SHEET INDICATES WOOD OR STEEL STUD BEARING WALL LINE PER KEY ON SHEET ABBREVIATIONS THRU Through W Wide THKND Thickened TYP Typical T&G Tongue & Groove TRANSV Transverse W/O Without W/ With WWF Welded Wire Fabric WP Working Point WHS Welded Headed Stud ± Plus or Minus UNO Unless Noted Otherwise VERT Vertical TDS Tie Down System TCX Top Chord Extension GEOTECH Geotechnical L Angle BMU Brick Masonry Unit TC AX LD Top Chord Axial Load DB Drop Beam C'SINK Countersink EXP JT Expansion Joint FDN Foundation FD Floor Drain EXT Exterior (E) Existing EXP Expansion EW Each Way EQUIP Equipment EQ Equal FIN Finish ELEV Elevator ELEC Electrical EL Elevation EF Each Face EA Each DWG Drawing DP Depth/Deep DO Ditto DN Down DL Dead Load DIAG Diagonal DF Douglas Fir DEV Development DBL Double DIA Diameter NIC Not In Contract OPP Opposite OPNG Opening OF Outside Face OD Outside Diameter OC On Center NTS Not To Scale OWSJ Open Web Steel Joist OWWJ Open Web Wood Joist PL Plate LONGIT Longitudinal LLV Long Leg Vertical LLH Long Leg Horizontal LL Live Load LF Lineal Foot LSL Laminated Strand Lumber LVL Laminated Veneer Lumber MAS Masonry MISC Miscellaneous MIN Minimum MFR Manufacturer MEZZ Mezzanine MECH Mechanical MAX Maximum CMU Concrete Masonry Unit CJ Construction or Control Joint CJP Complete Joint Penetration CONT Continuous CONST Construction CONN Connection CONC Concrete COL Column CLR Clear CL or Centerline CIP Cast in Place C Camber B or BOT Bottom BLKG Blocking BLDG Building BRG Bearing B/ Bottom Of ARCH Architectural ALT Alternate ADDL Additional AB Anchor Bolt k Kips INT Interior IF Inside Face IE Invert Elevation ID Inside Diameter HORIZ Horizontal HD Hold-down HGR Hanger HF Hem-Fir HDR Header GWB Gypsum Wall Board HP High Point GL Glue Laminated Timber GALV Galvanized GA Gage FTG Footing F/ Face of SPEC Specification STRUCT Structural STIFF Stiffener STD Standard SST Stainless Steel SF Square Foot SYM Symmetrical T&B Top & Bottom SWWJ Solid Web Wood Joist T/ Top Of SQ Square STL Steel PSI Pounds Per Square Inch PSL Parallel Strand Lumber SCHED Schedule RET Retaining REQD Required REINF Reinforcing RD Roof Drain PT Pressure Treated P-T Post-Tensioned SHTHG Sheathing SIM Similar REF Refer/Reference R Radius PSF Pounds per Square Foot PLWD Plywood PJP Partial Joint Penetration HSS = TS (Hollow Structural Section) FLR Floor PAF Powder Actuated Fastener BP Baseplate DBA Deformed Bar Anchor DIST Distributed EMBED Embedment FRP Fiberglass Reinforced Plastic KSF Kips Per Square Foot LP Low Point PERP Perpendicular SOG Slab on Grade SR Studrail CTRD Centered IBC International Building Code CB Castellated Beam URM Unreinforced Masonry Unit PC Precast SMF Special Moment Frame STAGG Stagger/Staggered PREFAB Prefabricated T Top BTWN Between THRD Threaded SCBF Special Concentric Braced Frame BRBF Buckling Restrained Braced Frame OCBF Ordinary Concentric Braced Frame DEMO Demolish CLG Ceiling ADH Adhesive CLT Cross-Laminated Timber NLT Nail-Laminated Timber FRT Fire Retardant Treated SP Southern Pine SFRS Seismic Force- Resisting SystemC'BORE Counterbore LLBB Long Leg Back-to-Back SLBB Short Leg Back-to-Back SER Structural Engineer of Record CL 2W4 WS Wall Step SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/13/2023 12:41:41 PMS1.1 22151-0261 ISSUE DATE COVER SHEET - LEGEND AND ABBREVIATIONS JNH RNB BRIDGER REHAB & CARE CENTER RENOVATION 22151-0261 ENTER ADDRESS HERE Owner PROJECT STATUS STRUCTURAL SHEET LIST SHEET NUMBER SHEET TITLE S1.1 COVER SHEET - LEGEND AND ABBREVIATIONS S1.2 GENERAL NOTES S1.3 GENERAL NOTES SE2.10 EXISTING FOUNDATION PLAN SE2.10A LEVEL 1 WALL TYPE PLAN SE2.11 EXISTING LEVEL 2 FRAMING PLAN SE2.11D LEVEL 2 WALL TYPE PLAN SE2.12 EXISTING ROOF FRAMING PLAN S2.10 NEW FOUNDATION PLAN S2.11 NEW LEVEL 2 FRAMING PLAN S2.12 NEW ROOF FRAMING PLAN S4.10 FOUNDATION DETAILS S5.10 STRUCTURAL DETAILS Sheet Total: 13 NO.DATE REVISION DESCRIPTION DN DN 1 1 2 2 A A B B 3 3 4 4 C C D D 168'-4" 39'-11 1/4"83'-7 1/2"44'-9 1/4"65'-4 7/8"54'-5 3/8"4'-7 5/8"124'-5 7/8"HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/13/2023 12:41:45 PMSE2.10 22151-0261 ISSUE DATE EXISTING FOUNDATION PLAN JNH RNB BRIDGER REHAB & CARE CENTER RENOVATION 22151-0261 ENTER ADDRESS HERE Owner PROJECT STATUS SCALE: 1/8" = 1'-0" EXISTING FOUNDATION PLAN SPREAD FOOTING SCHEDULE TYPE SIZE REINFORCING COMMENTSLENGTH WIDTH DEPTH NO.DATE REVISION DESCRIPTION DN DN 1 1 2 2 A A B B 3 3 4 4 C C D D WALLS INDICATED WITH A PATTERN ARE STRUCTURAL = CONCRETE = CMU STRUCTURAL NOTES: SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/13/2023 12:41:45 PMSE2.10A 22151-0261 ISSUE DATE LEVEL 1 WALL TYPE PLAN JNH RNB BRIDGER REHAB & CARE CENTER RENOVATION 22151-0261 ENTER ADDRESS HERE Owner PROJECT STATUS SCALE: 1/8" = 1'-0" LEVEL 1 WALL TYPE PLAN NO.DATE REVISION DESCRIPTION DN DN 1 1 2 2 A A B B 3 3 4 4 C C D D 16'-6" 16'-3 7/8" 16'-5 1/8"W10x22W10x22W10x22W10x22W10x22W10x22W10x22W10x22W10x22W10x22W10x2210" OSWJ @ 30"OC 10" OSWJ @ 30"OC CUT TO BEAR ON CMU 10" OSWJ @ 30"OC CUT TO BEAR ON CMU 10" OSWJ @ 30"OC 10" OSWJ @ 30"OC 10" OSWJ @ 30"OC CONC OVER METAL DECK W12x26W12x26W12x26W12x26W12x26W12x26W12x26W12x26CONC OVER METAL DECKW12x26W12x26W12x26 W12x26W12x2610" OSWJ @ 24"OC 10" OSWJ @ 24"OC CONC OVER METAL DECK W6x8.5 @ ~8'-4"OC (LOW)S5x10(HIGH) TYP THIS LINES5x10(HIGH) TYP THIS LINECONC OVER METAL DECK 6" CONC SLAB W/ #4B @ 10"OC EW 168'-4" 39'-11 1/4"83'-7 1/2"44'-9 1/4"65'-4 7/8"54'-5 3/8"4'-7 5/8"124'-5 7/8"SLAB JOINT - INDICATES BEARING WALL OWSJ = OPEN WEB STEEL JOIST DIMENSIONS ARE APPROXIMATE +/- 1" STRUCTURAL NOTES: SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/13/2023 12:41:46 PMSE2.11 22151-0261 ISSUE DATE EXISTING LEVEL 2 FRAMING PLAN JNH RNB BRIDGER REHAB & CARE CENTER RENOVATION 22151-0261 ENTER ADDRESS HERE Owner PROJECT STATUS SCALE: 1/8" = 1'-0" EXISTING LEVEL 2 FLOOR FRAMING PLAN NO.DATE REVISION DESCRIPTION UP DN 1 1 2 2 A A B B 3 3 4 4 C C D D WALLS INDICATED WITH A PATTERN ARE STRUCTURAL = CONCRETE = CMU STRUCTURAL NOTES: SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/13/2023 12:41:46 PMSE2.11D 22151-0261 ISSUE DATE LEVEL 2 WALL TYPE PLAN JNH RNB BRIDGER REHAB & CARE CENTER RENOVATION 22151-0261 ENTER ADDRESS HERE Owner PROJECT STATUS SCALE: 1/8" = 1'-0" LEVEL 2 WALL TYPE PLAN NO.DATE REVISION DESCRIPTION UP DN 1 1 2 2 A A B B 3 3 4 4 C C D D 2x8 @ 16"OC 2x8 @ 16"OC 2x8 @ 16"OC 24" OSWJ @ 48"OC2x8 @ 16"OC2x8 @ 16"OC20" OSWJ @ 48"OC 20" OSWJ @ 48"OC 1x6 HORIZONTAL PLANKING 2" METAL ROOF DECK 1x6 HORIZONTAL PLANKING 20" OSWJ @ 48"OC (ASSUMED) 2" METAL ROOF DECK ASSUMED BEAMS & STUD PACK IN WALL LINE INDICATES BEARING WALL RIDGE BEAMSTEEL BEAM168'-4" 39'-11 1/4"83'-7 1/2"44'-9 1/4"65'-4 7/8"54'-5 3/8"4'-7 5/8"124'-5 7/8"- INDICATES BEARING WALL OWSJ = OPEN WEB STEEL JOIST DIMENSIONS ARE APPROXIMATE +/- 1" STRUCTURAL NOTES: SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/13/2023 12:41:47 PMSE2.12 22151-0261 ISSUE DATE EXISTING ROOF FRAMING PLAN JNH RNB BRIDGER REHAB & CARE CENTER RENOVATION 22151-0261 ENTER ADDRESS HERE Owner PROJECT STATUS SCALE: 1/8" = 1'-0" ROOF FRAMING PLAN NO.DATE REVISION DESCRIPTION DN DN 1 1 2 2 A A B B 3 3 4 4 C C D D 168'-4" 39'-11 1/4"83'-7 1/2"44'-9 1/4"65'-4 7/8"54'-5 3/8"4'-7 5/8"124'-5 7/8"(N) 8" CMU SHEAR WALL ; FULLY GROUTED (N) THICKENED SLAB FTG TBD (N) 8" CMU SHEAR WALL ; FULLY GROUTED (N) THICKENED SLAB FTG TBD (N) 8" CMU SHEAR WALL ; FULLY GROUTED (N) THICKENED SLAB FTG TBD SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/13/2023 12:41:42 PMS2.10 22151-0261 ISSUE DATE NEW FOUNDATION PLAN JNH RNB BRIDGER REHAB & CARE CENTER RENOVATION 22151-0261 ENTER ADDRESS HERE Owner PROJECT STATUS SCALE: 1/8" = 1'-0" NEW FOUNDATION PLAN NO.DATE REVISION DESCRIPTION DN DN 1 1 2 2 A A B B 3 3 4 4 C C D D 16'-6" 16'-3 7/8" 16'-5 1/8" 168'-4" 39'-11 1/4"83'-7 1/2"44'-9 1/4"65'-4 7/8"54'-5 3/8"4'-7 5/8"124'-5 7/8"(N) LINTEL (N) BEAM(N) LINTEL (N) BEAM (N) BEAM (N) LINTEL (N) BEAM (N) LINTEL (N) BEAM (N) LINTEL (N) LINTEL(N) LINTEL(N) BEAMSHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/13/2023 12:41:43 PMS2.11 22151-0261 ISSUE DATE NEW LEVEL 2 FRAMING PLAN JNH RNB BRIDGER REHAB & CARE CENTER RENOVATION 22151-0261 ENTER ADDRESS HERE Owner PROJECT STATUS SCALE: 1/8" = 1'-0" NEW LEVEL 2 FLOOR FRAMING PLAN NO.DATE REVISION DESCRIPTION UP DN 1 1 2 2 A A B B 3 3 4 4 C C D D 168'-4" 39'-11 1/4"83'-7 1/2"44'-9 1/4"65'-4 7/8"54'-5 3/8"4'-7 5/8"124'-5 7/8"(N) LINTEL (N) BEAM OR DEMO FULL HEIGHT (N) LINTEL (N) BEAM OR DEMO FULL HEIGHT (N) LINTEL(N) BEAM OR DEMO FULL HEIGHT (N) LINTEL OR BEARING WALL (N) LINTEL(N) BEAM OR DEMO FULL HEIGHT (N) LINTEL (N) BEAM OR DEMO FULL HEIGHT (N) LINTEL (N) BEARING WALL (N) LINTELSHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/13/2023 12:41:43 PMS2.12 22151-0261 ISSUE DATE NEW ROOF FRAMING PLAN JNH RNB BRIDGER REHAB & CARE CENTER RENOVATION 22151-0261 ENTER ADDRESS HERE Owner PROJECT STATUS SCALE: 1/8" = 1'-0" NEW ROOF FRAMING PLAN NO.DATE REVISION DESCRIPTION T/OPNG PER ARCH PER PLAN TYP 6" T/OPNG PER ARCH BACK TO BACK LU6x3 1/2x3/8 (LLV) (E) CONC WALL (E) CONC WALL SECTIONELEVATION SECTION EQ SPACES MIN 8" TYP 1 1/2" NOTE: CONTRACTOR TO COORDINATE CONSTRUCTION SEQUENCE AND TEMPORARY SHORING REQUIREMENTS. 3/4"Ø THRU BOLT @ 24"OC TYP2 1/2"(N) CMU WALL & REINF, PER PLAN HOOKED DOWELS TO MATCH WALL VERT REINF; ALT HOOKS; CONTRACTOR OPTION TO DRILL & EPOXY ; INSTALL MIN 5" EMBED(N) CONC FTG & REINF PER PLAN 3" CLRPER PLANPER PLAN(E) CONC SOG T/SLAB PER PLAN (E) CONC SLAB NON-SHRINK GROUT PER STRUCT GENERAL NOTES CHIP/GRIND 1" MIN CHAMFER AROUND OPENING TO RETAIN PLUG 1'-0" MAXIMUM OPENING TEMPORARY SUPPORT & ATTACHMENT BY OTHERS T/SLAB PER PLAN T/SLAB PER PLAN4'-0" MAX4'-0" MAX BRUSH ON EPOXY BONDING AGENT PER MFR SPEC, (EUCLID DURALPREP AC OR APPROVED EQ) #5 DRILLED & EPOXIED, MIN (4) BARS PER SIDE MAX 1'-0" 3'-0" MAXIMUM OPENING SECTION(E) CONC SLAB CONC INFILL PER STRUCT GENERAL NOTES TYP 8" LAP CL OPNG/LAP TEMPORARY SUPPORT & ATTACHMENT BY OTHERS PLAN SECTION NOTE: CONTRACTOR TO COORDINATE TEMPORARY SHORING REQUIREMENTS. EMBED, TYP 5 1/2" MIN 1'-6" MAX 2'-0" , TYP TYP3"2'-0" , TYPNEW OPENING STEEL TO BE INSTALLED ON UNDERSIDE OF SLAB 3/16"Øx2 1/4" TITEN CONCRETE SCREWS @ 3" OC, TYP PL 1/4"x3"xLENGTH REQ'D, TYP SUPPORT GRID NOT REQ'D IF SLAB PENETRATION DOES NOT CUT (E) REINF & MEETS DIMENSIONAL REQUIREMENTS OF THE ROUND PENETRATIONS CONTACT ENGINEER IF SUPPORT GRID CANNOT BE INSTALLED DUE TO PENETRATION LOCATION1'-6" MAXSTRAPS TO OVERLAP, NO WELD REQ'D PENETRATIONS TO BE SPACED AT A MIN OF 4'-0" UNLESS THEY MEET THE DIMENSIONAL REQUIREMENTS OF THE ROUND PENETRATIONS 4D (MIN) 6" Ø MAX ALLOWABLE ROUND PENETRATIONS 2"6"2"(N) CHANNEL PER PLAN SHEAR PL CONNECTION PER (N) BEAM PER PLAN 3"(E) CONC SLAB (N) (2) 5/8"Øx5" TITEN HD @ 12"OC (N) (2) 5/8"Øx5" TITEN HD @ 18"OC STAGGERED EA SIDE OF BEAM WEB (E) CONC BEAM AT SIM (E) CONC WALL SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/13/2023 12:41:44 PMS4.10 22151-0261 ISSUE DATE FOUNDATION DETAILS Author Checker BRIDGER REHAB & CARE CENTER RENOVATION 22151-0261 ENTER ADDRESS HERE Owner PROJECT STATUS SCALE: 3/4" = 1'-0"1 OPENING IN EXISTING CONCRETE WALL - [8'-6" MAXIMUM] (03405A)SCALE: 3/4" = 1'-0"4 INTERIOR SPREAD FOOTING FOR (N) CMU WALL AT (E) SOG SCALE: 3/4" = 1'-0"6 INFILL OF OPENING IN EXISTING CONCRETE SLAB (03370)SCALE: 3/4" = 1'-0"9 (N) PENETRATION IN (E) ELEVATED CONCRETE SLAB </= 1'-6" SCALE: 1" = 1'-0"5 (N) CHANNEL TO (E) CONC CONNECTION NO.DATE REVISION DESCRIPTION PROVIDE #4 (2) SIDES & B/OPNG TO MATCH SPACING OF NEW REINF, EMBED 4 1/2" INTO (E) GROUTED CMU WALL W/ ADH (OR EMBED INTO NEWLY GROUTED CELLS), TYP CMU INFILL WALL TO MATCH (E) CMU WALL W/ #5 VERT @ 48"OC (2) MIN & (2) #4 IN HORIZ BOND BEAMS @ 48"OC PROVIDE #4 (2) SIDES & B/OPNG TO MATCH SPACING OF NEW REINF, EMBED 4 1/2" INTO (E) GROUTED CMU WALL W/ ADH (OR EMBED INTO NEWLY GROUTED CELLS), TYP CMU INFILL WALL TO MATCH (E) CMU WALL W/ #5 VERT @ 48"OC (2) MIN & #5 IN HORIZ BOND BEAMS @ 48"OC 6" CMU WALL FILL CELLS ADJACENT TO INFILL W/ GROUT IF NOT PRESENTLY GROUTED, TYP (E) CMU WALL, TYP FILL CELLS ADJACENT TO INFILL W/ GROUT IF NOT PRESENTLY GROUTED, TYP (E) CMU WALL, TYP 8" CMU WALL 1'-0" TYP 1'-0" TYP REINFORCING SIZE GRADE 40 GRADE 60 #4 20 24 #5 25 30 #6 30 36 #7 35 42 #8 40 48 NOTES: 1. DEVELOPMENT AND LAP SPLICE LENGTHS INDICATED SHALL BE USED UNLESS SPECIFICALLY NOTED ON DRAWINGS. 2. REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN PLACED IN ADJACENT GROUTED CELLS AND IF THE BARS ARE SPACED NO FARTHER APART THAN 1/5 THE REQUIRED LENGTH INDICATED AND NEVER FURTHER APART THAN 8". 3. ALL TABULATED VALUES ARE IN INCHES. NOTES: 1. TYPICAL REINFORCING PER STRUCTURAL GENERAL NOTES. 2. INFORMATION NOT SHOWN PER TYPICAL SECTIONS. 3. CMU WALLS ARE SOLID GROUTED. OPENING OPENING TYP HOOK IF 2'-0" MIN MIN LENGTH NOT AVAILABLE CORNER REINF PER NOT IN SET TO MATCH HORIZ REINF, TYP TYP HORIZ REINF IN BOND BEAM, TYP AT OPNG (2) TYP VERT REINF MIN, TYP AT CORNERS (2) TYP VERT REINF MIN, TYP AT OPNG TYP HORIZ REINF AT T/WALL PROVIDE (2) TYP VERT REINF, MIN FOR WALL SECTIONS 16" OR SMALLER, CMU CONTROL JOINT LOCATION PER , LOCATION & WATERPROOFING PER ARCH TYP CONT HORIZ REINF IN BOND BEAM AT FLR, ROOF LINE THRU CONTROL JOINTS STOP HORIZ REINF AT CONTROL JOINT, TYP UNO TYP VERT REINF, EA SIDE OF CONTROL JOINT, TYP TYP HORIZ REINF PER PLAN TYP HORIZ REINF IN BOND BEAM AT SILL TYP HORIZ REINF IN FIRST COURSE DOWELS TO MATCH VERT REINF (PROVIDE STD HOOK PER STRUCT NOTES AS REQD) (4) TYP HORIZ REINF AT FLR, ROOF LINE W/ MIN 16"DP BOND BEAM [01402]LAP PERT/WALL T/FLR OR ROOF PER PLAN T/FTG OR SLAB PER PLAN LINTEL LINTEL W/ SHEAR REINF BOND BEAMSILL BOND BEAM BLOCK (2) #4 IN LINTEL BLOCK 90° HOOK PARALLEL TO WALL (2) #4 IN BOND BEAM BLOCK OPEN BOND BEAM (2) #4 IN BOND BEAM BLOCK (2) #4 IN LINTEL BLOCK #3 @ 8"OC (2) #4 2'-0" TYP UNO4"+/- 1 1/2" NON-SHRINK GROUT AS REQ'D, PACK TO BEAR L6x4x5/16 W/ 3/4"⌀TITEN HD @ 24" OC SOLID GROUT AFTER REINF HAS BEEN INSTALLED 2 COURSES OF CMU BLOCK W/ FACE SHELL REMOVED OR PROVIDE CONC BM AT CONTRACTOR OPTION (N) CMU WALL BELOW PER PLAN CONT BOND BEAM (E) CONC SLAB B/WALL T/WALL PER PLAN (E) CMU WALL PER PLAN PROVIDE GROUT ACCESS HOLES STARTING AT COURSE BLW (E) BOND BM PROVIDE GROUT ACCESS HOLES AS REQ'D TO ENSURE LIFTS ARE ≤5'-0" PROVIDE DRAIN HOLES AS REQ'D TO ENSURE GROUT HAS ENTIRELY FILLED THE HEIGHT OF THE WALL PORTION OF (E) CMU TO BE GROUTED5'-0" MAXNOTES: 1) MAX 5-0" GROUT LIFTS 2) ENSURE FULL HEIGHT OF WALL IS ENTIRELY FILLED WITH GROUT (E) BOND BEAM, VERIFY IN FIELD 4" 5/8"⌀TITEN HD AT 6" GA, 4" EMBED +/-1" NON-SHRINK GROUT, PACK TO BEAR BENT PL 3/8xAS REQ'D W/ 3/8" STIFFENER PL (N) CMU WALL PER PLAN 8" MIN BRG (4) 5/8"⌀TITEN HD @ 8" GA REINF CMU BOND BEAMS @ TOP TWO COURSES (E) CONC BEAM PER PLAN TO REMAIN PER PLAN - 10'-0" MAX 6" +/- 3 EQUAL SPACES 1 1/2" TYP 2 1/2" TYPEXISTING MASONRY WALL L6x3 1/2x3/8 (LLV) EA SIDE W/ 3/4"Ø THRU BOLTS SECTION A-A CONSTRUCTION SEQUENCE: 1.SAWCUT HEAD HORIZ OVERSAW 6" EA SIDE 2.INSTALL ANGLES & THRU BOLTS 3.SAWCUT VERT JAMBS 4.REMOVE WALL SECTION BELOW ANGLES 5.GROUT AT END BEARING AS REQ'DAA 2 1/2"VERIFY FIELD SHEET NO.: TITLE: COPYRIGHT 2021 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT/ENGINEER SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: OWNER LOGO: CONSULTANT LOGO/CONTACT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: SMA PROJECT NUMBER:Plot Date:NOT FOR CONSTRUCTION AHJ APPROVAL: HELENA P: 406-442-4933 BOZEMAN P: 406-219-2216 www.sma.design 1/13/2023 12:41:44 PMS5.10 22151-0261 ISSUE DATE STRUCTURAL DETAILS Author Checker BRIDGER REHAB & CARE CENTER RENOVATION 22151-0261 ENTER ADDRESS HERE Owner PROJECT STATUS SCALE: 1" = 1'-0"1 PLAN -INFILL OF EXISTING OPENING SCALE: 3/4" = 1'-0"2 TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR STRUCTURAL MASONRY SCALE: 1" = 1'-0"3 ELEVATION - TYPICAL REINFORCING IN CMU WALL SCALE: 1" = 1'-0"4 CMU LINTELS, SILLS AND BOND BEAMS SCALE: 1" = 1'-0"5 (N) CMU BRG WALL BLW (E) CONC BEAM SCALE: 3/4" = 1'-0"14 (N) GROUT IN (E) MASONRY WALL SCALE: 3/4" = 1'-0"6 (E) CONC BEAM AT OFFSET WALL SCALE: 3/4" = 1'-0"9 (N) OPENING IN (E) MASONRY WALL NO.DATE REVISION DESCRIPTION DNUPDN1122AABB3344CCDDBIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-012022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-01321 N. TH AVE.BO=EMAN, MT 91100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,210D11LEVEL 1 FLOOR PLAN -PIPING DEMONLEVEL 1 FLOOR PLAN - PIPING DEMOSCALE:1/8" = 1'-0" UPDN1122AABB3344CCDDBIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,210D12LEVEL 2 FLOOR PLAN -PIPING DEMONLEVEL 2 FLOOR PLAN - PIPING DEMOSCALE:1/8" = 1'-0" C-WING BOILERROOMBIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,210D13BOILER ROOMS LARGESCALE PLANS - PIPINGDEMOND-WING BOILER ROOM LARGE SCALE PLAN - PIPING DEMOSCALE:1/2" = 1'-0"NC-WING BOILER ROOM LARGE SCALE PLAN - PIPING DEMOSCALE:1/2" = 1'-0"C-WING BOILER ROOM SCHEMATIC - PIPING DEMONO SCALED-WING BOILER ROOM SCHEMATIC - PIPING DEMONO SCALE DNUPDN1122AABB3344CCDDBIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,210D21LEVEL 1 FLOOR PLAN -HVAC DEMONLEVEL 1 FLOOR PLAN - HVAC DEMOSCALE:1/8" = 1'-0" UPDN1122AABB3344CCDDBIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,210D22LEVEL 2 FLOOR PLAN -HVAC DEMONLEVEL 2 FLOOR PLAN - HVAC DEMOSCALE:1/8" = 1'-0" 1122AABB3344CCDDBIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,210D23ROOF PLAN - HVACDEMONROOF PLAN - HVAC DEMOSCALE:1/8" = 1'-0" DNUPUPUPUPUPUPUPDN1122AABB3344CCDD1 BD / 1 BA1301 BD / 1 BA126ROOM118ROOM1202 BD / 1 BACORRIDOR1 BD / 1 BA117D-WING BOILERROOMSTUDIO138ROOM121ROOM123STUDIO142C-WING BOILERROOMCORRIDOR1 BD / 1 BA105STUDIO107STUDIO1141 BD / 1 BA112ROOM1082 BD / 2 BAROOM104STUDIO102TYPE A - 1 BD / 1BA101STUDIO157STUDIO125STORAGEDOG WASHROOM124F.R.STOR.CORRIDOR ENTRY / LOBBYELEV.TYPE A - STUDIO1562 BD / 1 BA / DEN2 BD / 1 BADENROOM158ROOM159FA-1BIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,21011LEVEL 1 FLOOR PLAN -PIPINGNLEVEL 1 FLOOR PLAN - PIPINGSCALE:1/8" = 1'-0" UPUPUPUPDN1122AABB3344CCDDCORRIDORCORRIDORCORRIDORSTUDIO218ROOM2202 BD / 1 BAROOM2241 BD / 1 BA2281 BD / 1 BA230ROOM223ROOM221STUDIO2191 BD / 1 BASTUDIO2311 BD / 1 BA216STUDIO2061 BD / 1BA205STUDIO207STUDIO2141 BD / 1 BA212ROOM2082 BD / 1 BAROOM204STUDIO202STUDIO201LAUNDRYICESTORAGE1 BD / 1 BA217STUDIO235ELEV.2 BD / 1 BDROOM2321 BD / 1 BA2393 BD / 1 BA240BIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,21012LEVEL 2 FLOOR PLAN -PIPINGNLEVEL 2 FLOOR PLAN - PIPINGSCALE:1/8" = 1'-0" D-WING BOILERROOMC-WING BOILERROOMC-WING BOILERROOMBIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,21013BOILER ROOMS LARGESCALE PLANS - PIPINGNC-WING BOILER ROOM LARGE SCALE PLAN - PIPINGSCALE:1/8" = 1'-0"ND-WING BOILER ROOM LARGE SCALE PLAN - PIPINGSCALE:1/8" = 1'-0"D-WING BOILER ROOM SCHEMATIC - PIPINGNO SCALEC-WING BOILER ROOM SCHEMATIC - PIPINGNO SCALE 2 BD / 1 BAROOM 118 BATHROOM L.S. - PIPINGSCALE:1/8" = 1'-0"-M1.4ROOM 117 BATHROOM L.S. - PIPINGSCALE:1/8" = 1'-0"-M1.4ROOM 130 BATHROOM L.S. - PIPINGSCALE:1/8" = 1'-0"-M1.4ROOM 121/123 BATHROOM L.S. - PIPINGSCALE:1/8" = 1'-0"-M1.4ROOM 105 BATHROOM L.S. - PIPINGSCALE:1/8" = 1'-0"-M1.4BIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,21014BATHROOM LARGESCALE PLANS - PIPING DNUPUPUPUPUPUPUPDN1122AABB3344CCDD1 BD / 1 BA1301 BD / 1 BA126ROOM118ROOM1202 BD / 1 BACORRIDOR1 BD / 1 BA117D-WING BOILERROOMSTUDIO138ROOM121ROOM123STUDIO142C-WING BOILERROOMCORRIDOR1 BD / 1 BA105STUDIO107STUDIO1141 BD / 1 BA112ROOM1082 BD / 2 BAROOM104STUDIO102TYPE A - 1 BD / 1BA101STUDIO157STUDIO125STORAGEDOG WASHROOM124F.R.STOR.CORRIDOR ENTRY / LOBBYELEV.TYPE A - STUDIO1562 BD / 1 BA / DEN2 BD / 1 BADENROOM158ROOM159FA-1BIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,21021LEVEL 1 FLOOR PLAN -HVACNLEVEL 1 FLOOR PLAN - HVACSCALE:1/8" = 1'-0" UPUPUPUPDN1122AABB3344CCDDCORRIDORCORRIDORCORRIDORSTUDIO218ROOM2202 BD / 1 BAROOM2241 BD / 1 BA2281 BD / 1 BA230ROOM223ROOM221STUDIO2191 BD / 1 BASTUDIO2311 BD / 1 BA216STUDIO2061 BD / 1BA205STUDIO207STUDIO2141 BD / 1 BA212ROOM2082 BD / 1 BAROOM204STUDIO202STUDIO201LAUNDRYICESTORAGE1 BD / 1 BA217STUDIO235ELEV.2 BD / 1 BDROOM2321 BD / 1 BA2393 BD / 1 BA240BIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,21022LEVEL 2 FLOOR PLAN -HVACNLEVEL 2 FLOOR PLAN - HVACSCALE:1/8" = 1'-0" 1122AABB3344CCDDBIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-012022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-01321 N. TH AVE.BO=EMAN, MT 91100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,21023ROOF PLAN - HVACNROOF PLAN - HVACSCALE:1/8" = 1'-0" AM3.11M2.12 INCH RPZ WATER SERVICE DETAILNO SCALE1M3.1MIXING VALVE DETAILNO SCALE10M5.0PIPE HANGER DETAILNO SCALE12M3.1FINNED TUBE RADIATION PIPING DETAILNO SCALE9M3.1FINNED TUBE RADIATION PIPING DETAILNO SCALE5M3.1EQUIPMENT SUPPORT PAD DETAILNO SCALE15M3.1PIPE SLEEVE DETAILNO SCALE19M3.1PIPE SLEEVE DETAILNO SCALE20M3.1ROOF PIPE PENETRATION DETAILNO SCALE4M2.1DRYER VENTING DETAILNO SCALE13M3.4DRYER VENT DETAILNO SCALE9M3.1CEILING CABINET FAN DETAILNO SCALE5M3.1CEILING CABINET FAN DETAILNO SCALE5M3.1BIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,21031MECHANICAL LEGENDAND DETAILSMECHANICAL LEGEND AND DETAILSNO SCALE BIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-012022-12-23IWPCLSBRIDGER REHAB CARECENTER RENOVATION22-01321 N. TH AVE.BO=EMAN, MT 91100 DESIGN DEVELOPMENTNo.DateReYLVLoQ DeVFULStLoQNOT FOR CONSTRUCTIONHELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.designNOT FORCONSTRUCTIONM4.1MECHANICALSCHEDULESMECHANICAL SCHEDULESNO SCALE DNUPDN1122AABB3344CCDDPHYSICALTHERAPY101ROOM102ROOM104ROOM106ROOM108ROOM110ROOM112ROOM114SHOWERSTORAGEBIO HAZARDSTORAGELINENC-WING BOILERROOMROOM107ROOM105ROOM103HOUSEKEEPINGLAUNDRYSTORAGENURSE STATIONBREAK ROOMD-WING BOILERROOMTV ROOMROOM121ROOM123ROOM130ROOM128ROOM126ROOM124ROOM122MEDICALRECORDS120ROOM118ROOM117MAINTENANCENURSE STATIONSTORAGEFIRE RISERELEV.ENTRY / LOBBYPHYSICALTHERAPYKITCHEN157KITCHENSTORAGEBIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23KLHSTEBRIDGER REHAB AND CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715PROJECT AS-BUILTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,21(D11LEVEL 1 FLOOR PLAN -POWER DEMONLEVEL 1 FLOOR PLAN - 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POWER DEMOSCALE:1/8" = 1'-0" DNUPDN1122AABB3344CCDDPHYSICALTHERAPY101ROOM102ROOM104ROOM106ROOM108ROOM110ROOM112ROOM114SHOWERSTORAGEBIO HAZARDSTORAGELINENC-WING BOILERROOMROOM107ROOM105ROOM103HOUSEKEEPINGLAUNDRYSTORAGENURSE STATIONBREAK ROOMD-WING BOILERROOMTV ROOMROOM121ROOM123ROOM130ROOM128ROOM126ROOM124ROOM122MEDICALRECORDS120ROOM118ROOM117MAINTENANCENURSE STATIONSTORAGEFIRE RISERELEV.ENTRY / LOBBYPHYSICALTHERAPYKITCHEN157KITCHENSTORAGEBIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23KLHSTEBRIDGER REHAB AND CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715PROJECT AS-BUILTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,21(D21LEVEL 1 FLOOR PLAN -LIGHTING DEMONLEVEL 1 FLOOR PLAN - LIGHTING DEMOSCALE:1/8" = 1'-0" UPDN1122AABB3344CCDDROOM210ROOM212ROOM214ROOM207ROOM205ROOM203CENTRALSUPPLYROOM208LINENSUPPLYHOUSEKEEPINGCORRIDORBIO HAZARDSHOWER /WHIRLPOOLROOM204ROOM206ROOM201ROOM202ROOM215ROOM216BEAUTY SHOPNETWORKDIRECTOR OFNURSESEXECUTIVEDIRECTOROFFICEMEDICALRECORDS OFFICECOPIERLINENSOCIALSERVICESICEELEVATORSTORAGEROOM217ROOM218ROOM220ROOM222ROOM224ROOM226ROOM219ROOM228ROOM230ROOM223ROOM221ACTIVITIESSTORAGEBATHROOMBATHROOMLOUNGE / DININGROOMCONSULTANTMEDICAL ROOMSTORAGENURSE STATIONRECEPTIONBIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23KLHSTEBRIDGER REHAB AND CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715PROJECT AS-BUILTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,21(D22LEVEL 2 FLOOR PLAN -LIGHTING DEMONLEVEL 2 FLOOR PLAN - LIGHTING DEMOSCALE:1/8" = 1'-0" DNUPUPUPUPUPUPUPDN1122AABB3344CCDDRECESSED PATIO -DROP 3'-3"1 BD / 1 BA1301 BD / 1 BA126ROOM118ROOM1202 BD / 1 BACORRIDOR1 BD / 1 BA117D-WING BOILERROOMSTUDIO138ROOM121ROOM123STUDIO142C-WING BOILERROOMCORRIDOR1 BD / 1 BA105STUDIO107STUDIO1141 BD / 1 BA112ROOM1082 BD / 2 BAROOM104STUDIO102TYPE A - 1 BD / 1BA101STUDIO157STUDIO125STORAGEDOG WASHROOM124F.R.STOR.CORRIDOR ENTRY / LOBBYELEV.TYPE A - STUDIO1562 BD / 1 BA / DEN2 BD / 1 BADENROOM158ROOM159REMOVABLE ANDFI;ED SINK CABINETSVKoZeU GooU YV.FXUtaLQ""LQFlXGe aUeFeVVeG ZallFaELQet aEoYetKe toLlet aQGVLQN - SeGeVtalVLQNLQFlXGe UeFeVVeGVKelYeV at FKaVe aQGXVe a SeGeVtal VLQNQotFKeG aUeaIoU UeFeVVeGVKelYeV Qe[t toSeGeVtal VLQNRECESSED SHELVING #CHASESeGeVtal ZUeFeVVeGVKelYeV Qe[tto VLQNBELOWFA-1BIM FILE PATH:SHEET NO.:TITLE:COPYRIGHT2022 SMA, P.C.REVISIONS:KEYMAP:ARCHITECT SEAL:PROJECT:PROJECT LOCATION:PREPARED FOR:LOGO:CONSULTANT:PROJECT NUMBER:DRAWN BY:CHECKED BY:TEAM:PHASE:DATE:PROJECT NUMBER:Plot Date:22-0812022-12-23KLHSTEBRIDGER REHAB AND CARECENTER RENOVATION22-081321 N. 5TH AVE.BO=EMAN, MT 59715PROJECT AS-BUILTNo.DateReYLVLoQ DeVFULStLoQ127)25C216758C7,21HELENAP: 406-442-4933BO=EMANP: 406-219-2216www.sma.design127)25C216758C7,21(11LEVEL 1 FLOOR PLAN -POWERNLEVEL 1 FLOOR PLAN - POWERSCALE:1/8" = 1'-0" UP UP UP UP DN 1 1 2 2 A A B B 3 3 4 4 C C D D RAMP CORRIDOR CORRIDOR CORRIDOR STUDIO 218 ROOM 220 2 BD / 1 BA ROOM 224 1 BD / 1 BA 228 1 BD / 1 BA 230 ROOM 223 ROOM 221 STUDIO 219 1 BD / 1 BA STUDIO 231 1 BD / 1 BA 216 STUDIO 206 1 BD / 1BA 205 STUDIO 207 STUDIO 214 1 BD / 1 BA 212 ROOM 208 2 BD / 1 BA ROOM 204 STUDIO 202STUDIO 201 LAUNDRY ICE STORAGE 1 BD / 1 BA 217 STUDIO 235 ELEV. 2 BD / 1 BD ROOM 232 1 BD / 1 BA 239 3 BD / 1 BA 240 FI;ED FI;ED RP PEDESTAL PEDESTAL FI;EDFI;ED PEDESTAL FI;ED LQFlXGe a UeFeVVeG Zall FaELQet aEoYe tKe toLlet aQG VLQN - SeGeVtal VLQN LQFlXGe UeFeVVeG VKelYeV at FKaVe aQG XVe a SeGeVtal VLQN QotFKeG aUea IoU UeFeVVeG VKelYeV Qe[t to SeGeVtal VLQN SeGeVtal Z UeFeVVeG VKelYeV Qe[t to VLQN CAN THIS BE DEMOED"" CAN THIS BE DEMOED"" BIM FILE PATH: SHEET NO.: TITLE: COPYRIGHT2022 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: LOGO: CONSULTANT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: PROJECT NUMBER:Plot Date:22-081 2022-12-23 KLH STE BRIDGER REHAB AND CARE CENTER RENOVATION 22-081 321 N. 5TH AVE. BO=EMAN, MT 59715 PROJECT AS-BUILT No.Date ReYLVLoQ DeVFULStLoQ 127)25C216758C7,21 HELENA P: 406-442-4933 BO=EMAN P: 406-219-2216 www.sma.design 127) 2 5 C216 7 5 8 C 7, 2 1 (12 LEVEL 2 FLOOR PLAN - POWER N LEVEL 2 FLOOR PLAN - POWER SCALE:1/8" = 1'-0" DN UP UP UP UP UP UP UP DN 1 1 2 2 A A B B 3 3 4 4 C C D D 1 BD / 1 BA 130 1 BD / 1 BA 126 ROOM 118 ROOM 120 2 BD / 1 BA CORRIDOR 1 BD / 1 BA 117 D-WING BOILER ROOM STUDIO 138 ROOM 121 ROOM 123 STUDIO 142 C-WING BOILER ROOM CORRIDOR 1 BD / 1 BA 105 STUDIO 107 STUDIO 114 1 BD / 1 BA 112 ROOM 108 2 BD / 2 BA ROOM 104 STUDIO 102 TYPE A - 1 BD / 1 BA 101 STUDIO 157 STUDIO 125 STORAGE DOG WASH ROOM 124 F.R. STOR.CORRIDORENTRY / LOBBY ELEV. TYPE A - STUDIO 156 2 BD / 1 BA / DEN 2 BD / 1 BA DEN ROOM 158 ROOM 159 FA-1 BIM FILE PATH: SHEET NO.: TITLE: COPYRIGHT2022 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: LOGO: CONSULTANT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: PROJECT NUMBER:Plot Date:22-081 2022-12-23 KLH STE BRIDGER REHAB AND CARE CENTER RENOVATION 22-081 321 N. 5TH AVE. BO=EMAN, MT 59715 PROJECT AS-BUILT No.Date ReYLVLoQ DeVFULStLoQ 127)25C216758C7,21 HELENA P: 406-442-4933 BO=EMAN P: 406-219-2216 www.sma.design 127) 2 5 C216 7 5 8 C 7, 2 1 (21 LEVEL 1 FLOOR PLAN - LIGHTING N LEVEL 1 FLOOR PLAN - LIGHTING SCALE:1/8" = 1'-0" UP UP UP UP DN 1 1 2 2 A A B B 3 3 4 4 C C D D CORRIDOR CORRIDOR CORRIDOR STUDIO 218 ROOM 220 2 BD / 1 BA ROOM 224 1 BD / 1 BA 228 1 BD / 1 BA 230 ROOM 223 ROOM 221 STUDIO 219 1 BD / 1 BA STUDIO 231 1 BD / 1 BA 216 STUDIO 206 1 BD / 1BA 205 STUDIO 207 STUDIO 214 1 BD / 1 BA 212 ROOM 208 2 BD / 1 BA ROOM 204 STUDIO 202STUDIO 201 LAUNDRY ICE STORAGE 1 BD / 1 BA 217 STUDIO 235 ELEV. 2 BD / 1 BD ROOM 232 1 BD / 1 BA 239 3 BD / 1 BA 240 BIM FILE PATH: SHEET NO.: TITLE: COPYRIGHT2022 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: LOGO: CONSULTANT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: PROJECT NUMBER:Plot Date:22-081 2022-12-23 KLH STE BRIDGER REHAB AND CARE CENTER RENOVATION 22-081 321 N. 5TH AVE. BO=EMAN, MT 59715 PROJECT AS-BUILT No.Date ReYLVLoQ DeVFULStLoQ 127)25C216758C7,21 HELENA P: 406-442-4933 BO=EMAN P: 406-219-2216 www.sma.design 127) 2 5 C216 7 5 8 C 7, 2 1 (22 LEVEL 2 FLOOR PLAN - LIGHTING N LEVEL 2 FLOOR PLAN - LIGHTING SCALE:1/8" = 1'-0" BIM FILE PATH: SHEET NO.: TITLE: COPYRIGHT2022 SMA, P.C. REVISIONS: KEYMAP: ARCHITECT SEAL: PROJECT: PROJECT LOCATION: PREPARED FOR: LOGO: CONSULTANT: PROJECT NUMBER: DRAWN BY: CHECKED BY: TEAM: PHASE: DATE: PROJECT NUMBER:Plot Date:22-081 2022-12-23 KLH STE BRIDGER REHAB AND CARE CENTER RENOVATION 22-081 321 N. 5TH AVE. BO=EMAN, MT 59715 PROJECT AS-BUILT No.Date ReYLVLoQ DeVFULStLoQ 127)25C216758C7,21 HELENA P: 406-442-4933 BO=EMAN P: 406-219-2216 www.sma.design 127) 2 5 C216 7 5 8 C 7, 2 1 (31 LEVEL 1 FLOOR PLAN - LIGHTING DEMOLITION ELECTRICAL ONE LINE DIAGRAM NO SCALE NEW ELECTRICAL ONE LINE DIAGRAM NO SCALE