Loading...
HomeMy WebLinkAboutX_CODE PLANS - BUILDING B24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE CODE ANALYSIS - BUILDING A E-2 E-1 GRID GRID SCALE :1 DROP CEILING DETAIL (@10'-0" SIM) N.T.S. FIREBLOCKING @ SIM. CONDITION @ TALL WALL WITH NO DROP CEILING. FIRE BLOCK REQUIRED AT 10'-0" A.F.F SCALE :2 FIREBLOCKING @ SOFFITS N.T.S. SCALE :3 (1) HOUR WALL DETAIL N.T.S. SCALE :4 IBC FIREBLOCKING @ STAIRS DETAIL N.T.S. FLOOR SHEATHING VERIFY FLOOR FRAMING WITH STRUCTURAL, TJIS SHOWN. TOP PLATE DROP CEILING FIRE BLOCK IN WALL (IN RED) ALIGN W/ GWB STUDS (OR)10'-0" A.F.F. MAX FLOOR SHEATHING VERIFY FLOOR FRAMING WITH STRUCTURAL, JOISTS SHOWN. TOP PLATE SOFFIT FIRE BLOCK IN WALL (IN RED) ALIGN W/ GWB STUDS 5/8" TYPE 'X' EXT. RATED GWB 5/8" TYPE 'X' GWB * GWB MUST EXTEND TO WALL SHEATHING WALL STUDS STAIR STRINGER 2x FIRE BLOCKING (IN RED) UNFINISHED SPACE FLOOR SHEATHING WALL SILL PLATE FLOOR JOIST (VERIFY STRUCTURE!) STAIR STRINGER FIRE BLOCKING (IN RED) FLOOR JOISTS - VERIFY STRUCTURE W/ STRUCTURAL DRAWINGS FIRE BLOCKING (IN RED) FLOOR SHEATHING A0.1Ba Code Review - IBC 2015 - For R-2 Occupancy, Type VB w/ NFPA 13R GARFIELD COUNTY - GENERAL DESIGN CRITERIA CHAPTER 3 OCCUPANCY CLASSIFICATION & USE OCCUPANCY TYPE:RESIDENTIAL GROUP: R-2 FOR BOTH APARTMENT BUILDINGS LABELED AS BLDG "A" AND "B" 2015 IBC, IFC, IFGC,IMC,IPC & 2018 IECC (REQUIRED BY JURISDICTION) (PLEASE NOTE PROJECT EXCEEDS 2018 IECC REQUIREMENTS) SNOWLOAD:40 PSF UP TO 7000 FT ELEV 50 PSF 7001 - 8000 FT ELEV 75 PSF 8001 - 9000 FT ELEV 100 PSF 9001 - 10000 FT ELEV ROOF LOAD:LOAD DURATION = 1.0 SEISMIC DESIGN CATEGORY:B OR C - SEE R301.2 (2) WEATHERING PROBABILITY FOR CONCRETE:SEVERE TERMITE INFESTATION PROBABILITY:NONE TO SLIGHT WIND SPEED:115 MPH (ULTIMATE DESIGN) WIND EXPOSURE:B OR C - SEE R301.2.1.4 FROST DEPTH:36 INCHES - UP TO 8000 FT ELEVATION 42 INCHES - OVER 8000 FT ELEVATION WINTER DESIGN TEMPERATURE:MINUS 2 - UP TO 7000 FT ELEVATION MINUS 16 - OVER 7000 FT ELEVATION AIR FREEZING INDEX:2500° F DAYS - UP TO 7000 FT ELEVATION 7000+ FT ELEVATION - AS DETERMINED BY BUILDING OFFICIAL ICE BARRIER UNDERLAYMENT:REQUIRED MEAN ANNUAL TEMPERATURE:VARIABLE INSULATION:MIN VALUES (ASTER PLACE EXCEEDS THESE VALUES SEE ENERGY SUMMARY PER GROUP 14 ON SHEET A0.4) -CEILING/ROOF = R49 -EXTERIOR WALLS = R-20 -FLOORS = R30 (OVER UNCONDITIONED AIR) -BASEMENT & CRAWLSPACE WALLS = R15 CONT. -HEATED SLAB PERIMETER = R10 FROM TOP OF SLAB AND R5 MIN UNDER ENTIRE SLAB -UNHEATED SLAB PERIMETER = R10 FROM TOP OF SLAB TO 24" BELOW GRADE Building A (North Apartment Bldg) CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 420 SPECIFICALLY FOR GROUP R-2 420.2 SEPARATION WALLS PER 708 ···PERMITTED TO BE 1 2 HOUR RATED DUE TO FIRE SUPPRESSION SYSTEM - PROJECT PROVIDES 1 HR ···PERMITTED TO BE 1 2 HOUR RATED DUE TO FIRE SUPPRESSION SYSTEM - PROJECT PROVIDES 1 HR 420.3 HORIZONTAL SEPARATION 420.4 AUTOMATIC SPRINKLER SYSTEM 420.5 FIRE ALARM AND SMOKE ALARM SHALL BE PROVIDED IN ACCORDANCE WITH 907.2.6, 907.2.8, 907.2.9. SINGLE OR MULTIPLE STATION SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH 907.2.11. -PROJECT PROVIDES: ···FIRE ALARM IS A DEFERRED SUBMITTAL TO BE PREPARED BY THE SUB CONTRACTOR, SUBMITTED TO THE AHJ. PROJECT CONTRACT DOCUMENTS PROVIDE MINIMAL CODE REQUIREMENTS. ···HARD WIRED SMOKE DETECTION IN BEDROOMS ···HARD WIRED SMOKE AND CARBON MONOXIDE DETECTION IN HALL CLOSE TO BEDROOMS (REQUIRED EVEN IF NO GAS EQUIPMENT IS INSTALLED) ···ALL DETECTOR LOCATIONS ARE TO BE PER CODE, LOCAL AHJ AND PER PLANS ···TYPE "A" UNITS AND "AV" UNITS PROVIDE HORNS AND STROBES ···ALL TYPE "B" UNITS SHALL BE WIRED FOR HORNS. 420.10 GROUP R COOKING FACILITIES COOKING APPLIANCES (ALL ELECTRIC) SHALL BE IN ACCORDANCE WITH 917.2 CHAPTER 5 TYPES OF CONSTRUCTION TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) TYPE VB PRIMARY STRUCTURAL FRAME (SEE SECTION 202) 0 BEARING WALLS 0 NONBEARING WALLS AND PARTITIONS 0 FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 602.5 TYPE V CONSTRUCTION. TYPE V CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN WHICH THE STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS ARE OF ANY MATERIALS PERMITTED BY THIS CODE. CHAPTER 6 CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES 705.5 FIRE RESISTANCE RATING OF EXTERIOR WALLS TO BE 1 HR IF FIRE SEPARATION DISTANCE IS LESS THAN OR EQUAL TO 10'-0", PER TABLE 602 BUILDINGS ON SAME LOT AND CONSIDERED AS PORTION OF ONE BUILDING DO NOT HAVE TO COMPLY WITH THIS SECTION 706.4 FIRE-RESISTANCE RATING (GROUP R-2): 3 HOUR (IN TYPE II OR TYPE V CONSTRUCTION, WALLS SHALL BE PERMITTED TO HAVE A 2-HOUR FIRE RESISTANCE RATING). 706.5 HORIZONTAL CONTINUITY: FIRE WALLS SHALL BE CONTINUOUS FROM EXTERIOR WALL TO EXTERIOR WALL AND SHALL EXTEND AT LEAST 18 INCHES (457 MM) BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS. EXCEPTION 1: FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE INTERIOR SURFACE OF COMBUSTIBLE EXTERIOR SHEATHING OR SIDING PROVIDED THE EXTERIOR WALL HAS A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR FOR A HORIZONTAL DISTANCE OF NOT LESS THAN 4 FEET ON BOTH SIDES OF FIRE WALL. OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR. 706.6 VERTICAL CONTINUITY: FIRE WALLS SHALL EXTEND FROM THE FOUNDATION TO A TERMINATION POINT AT LEAST 30 INCHES (762 MM) ABOVE BOTH ADJACENT ROOFS. EXCEPTION 2: TWO-HOUR FIRE-RESISTANCE-RATED WALLS SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB, PROVIDED: ···THE LOWER ROOF ASSEMBLY WITHIN 4 FEET (1220 MM) OF THE WALL HAS NOT LESS THAN A 1-HOUR FIRE-RESISTANCE RATING AND THE ENTIRE LENGTH AND SPAN OF SUPPORTING ELEMENTS FOR THE RATED ROOF ASSEMBLY HAS A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR. ···OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 4 FEET (1220 MM) OF THE FIRE WALL. ···EACH BUILDING SHALL BE PROVIDED WITH NOT LESS THAN A CLASS B ROOF COVERING. 706.6.1 STEPPED BUILDINGS. WHEN A FIRE WALL SERVES AS AN EXTERIOR WALL FOR A BUILDING AND SEPARATES BUILDINGS HAVING DIFFERENT ROOF LEVELS, SUCH WALL SHALL TERMINATE AT A POINT NOT LESS THAN 30 INCHES ABOVE THE LOWER ROOF LEVEL PROVIDED THE EXTERIOR WALL FOR A HEIGHT OF 15 FEET ABOVE THE LOWER ROOF IS NOT LESS THAN 1 HOUR FIRE-RESISTANCE-RATED CONSTRUCTION FROM BOTH SIDES WITH OPENINGS PROTECTED BY FIRE ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR. 706.8 OPENINGS: EACH OPENING THROUGH A FIRE WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.5 AND SHALL NOT EXCEED 156 SQUARE FEET 708.1.1 WALLS SEPARATING DWELLING UNITS FROM EACH OTHER AND OTHER OCCUPANCIES IN THE SAME BUILDING AS REQUIRED BY SECTION 420.2 708.1.4 CORRIDOR WALLS AS REQUIRED BY SECTION 1020.1 708.3 FIRE PARTITIONS TO BE 1 HR 708.4 FIRE PARTITION TO BE CONTINUOUS FROM SLAB OR FLOOR/CEILING ASSEMBLY BELOW UP TO UNDERSIDE OF FLOOR OR ROOF SHEATHING,SLAB OR DECK ABOVE OR TO THE FIRE-RESISTANCE RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY ABOVE. WHERE ALLOWED TO BE NOT CONTINUOUS TO ASSEMBLY ABOVE, THE SPACE BETWEEN THE CEILING AND THE SHEATHING, DECK OR SLAB ABOVE SHALL BE FIREBLOCKED OR DRAFTSTOPPED IN ACCORDANCE WITH 718.2 AND 718.3 AT THE PARTITION LINE. EXC 1 - NEED NOT EXTEND INTO CRAWL SPACE IF FLOOR ASSEMBLY IS 1 HR EXC 5 - IN VB CONSTRUCTION ATTIC FIREBLOCKING OR DRAFTSTOPPING IS NOT REQUIRED AT THE PARTITION LINE IN GROUP R-2 BUILDINGS THAT DO NOT EXCEED FOUR STORIES ABOVE GRADE PLANE, PROVIDED THE ATTIC SPACE IS SUBDIVIDED INTO AREAS NOT EXCEEDING 3,000 SQUARE FEET OR ABOVE EVERY TWO DWELLING UNITS, WHICHEVER IS SMALLER 711.2.4 HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS OR SEPARATE OCCUPANCIES TO BE MINIMUM 1 HR 711.2.6 UNUSABLE SPACE: CEILING MEMBRANE IS NOT REQUIRED TO BE INSTALLED OVER UNUSABLE CRAWLSPACES (APPLICABLE IF CRAWLSPACE IS INCLUDED). 711.3.2 HORIZONTAL ASSEMBLIES SHALL BE CONTINUOUS WITHOUT OPENINGS OR PENETRATIONS EXCEPT AS PERMITTED. TABLE 716.5 DOORS IN EXIT CORRIDOR TO BE 20 MIN RATED 718.2 FIREBLOCKING REQUIRED IN WALLS, FLOOR/CEILING SPACES AND ATTICS. BOTH HORIZONTAL AND VERTICAL TO FORM BARRIER BETWEEN : ···FLOORS ···TOP STORY & ROOF OR ATTIC SPACE ···STUD WALL HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' ···CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES ···STRINGERS AT TOP AND BOTTOM OF STAIR RUN ···VERTICALLY AT CEILING AND FLOOR OPENINGS 718.2.4 STAIRWAYS.FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRWAYS SHALL COMPLY WITH SECTION 1011.7.3. 718.2.5 CEILING AND FLOOR OPENINGS. WHERE REQUIRED BY SECTION 712.1.8, EXCEPTION 1 OF SECTION 714.4.1.2 OR SECTION 714.5, FIREBLOCKING OF THE ANNULAR SPACE AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILINGS AND FLOOR LEVELS SHALL BE INSTALLED WITH A MATERIAL SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. 718.3.2 DRAFTSTOPPING IN FLOORS IN GROUP R-2 REQUIRED IN FLOOR/CEILING SPACES IN LINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATIONS. 718.4.2 DRAFTSTOPPING IN ATTICS IS REQUIRED, SEE ASSEMBLIES AND DETAILS FOR MATERIALS ALLOWED EXC 3 IN OCCUPANCIES IN GROUP R-2 THAT DO NOT EXCEED FOUR STORIES, THE ATTIC SPACE SHALL BE SUBDIVIDED BY DRAFTSTOPPING INTO AREAS NOT EXCEEDING 3,000 SQUARE FEET OR ABOVE EVERY 2 UNITS. INTERIOR FINISHES 803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS CLASS C = FLAME SPREAD INDEX 76-200, SMOKE DEVELOPED INDEX 0-450 AT ROOMS AND ENCLOSED SPACES 903.2.8 R-2 BUILDING LESS THAN 4 STORIES - TO BE FIRE SPRINKLED IN ACCORDANCE WITH NFPA 13R. DECKS AND PATIOS TO BE SPRINKLED. 906 PORTABLE FIRE EXTINGUISHERS: THE FOLLOWING LOCATIONS ARE REQUIRED TO HAVE SURFACE MOUNTED PORTABLE FIRE EXTINGUISHERS A MAX DISTANCE OF 75' OF TRAVEL BETWEEN LOCATIONS. PORTABLE FIRE EXTINGUISHERS REQUIRED IN ALL UNITS & COMMUNITY ROOM. GC TO VERIFY ALL LOCATIONS WITH LOCAL AHJ PRIOR TO OCCUPANCY 906.1 PORTABLE FIRE EXTINGUISHERS REQUIRED: EACH FLOOR OF STRUCTURES UNDER CONSTRUCTION; MIN RATING OF 1-A: 10B-C IN GROUP R-2 906.3 LIGHT HAZARD 2-A, 75' MAXIMUM TRAVEL TO EXTINGUISHER 907 FIRE ALARM AND DETECTION SYSTEMS: SMOKE ALARM / CARBON MONOXIDE COMBO DETECTORS REQUIRED AT ALL DWELLING UNITS. ALARM SOUNDERS TO BE LOW FREQUENCY 907.1.2 DEFERRED SUBMITTAL: FIRE ALARM SHOP DRAWINGS. SHOP DRAWINGS FOR FIRE ALARM SYSTEMS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO SYSTEM INSTALLATION, AND SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL OF THE FOLLOWING WHERE APPLICABLE TO THE SYSTEM BEING INSTALLED: 1.A FLOOR PLAN THAT INDICATES THE USE OF ALL ROOMS. 2.LOCATIONS OF ALARM-INITIATING DEVICES. 3.LOCATIONS OF ALARM NOTIFICATION APPLIANCES, INCLUDING CANDELA RATINGS FOR VISIBLE ALARM NOTIFICATION APPLIANCES. 4.DESIGN MINIMUM AUDIBILITY LEVEL FOR OCCUPANT NOTIFICATION. 5.LOCATION OF FIRE ALARM CONTROL UNIT, TRANSPONDERS AND NOTIFICATION POWER SUPPLIES. 6.ANNUNCIATORS. 7.POWER CONNECTION. 8.BATTERY CALCULATIONS. 9.CONDUCTOR TYPE AND SIZES. 10.VOLTAGE DROP CALCULATIONS. 11.MANUFACTURER' DATA SHEETS INDICATING MODEL NUMBERS AND LISTING INFORMATION FOR EQUIPMENT, DEVICES AND MATERIALS. 12.DETAILS OF CEILING HEIGHT AND CONSTRUCTION. 13.THE INTERFACE OF FIRE SAFETY CONTROL FUNCTIONS. 14.CLASSIFICATION OF THE SUPERVISING STATION. GENERAL CONTRACTOR TO GET APPROVAL FROM ARCHITECT. 912.1 FIRE DEPARTMENT CONNECTIONS - FIRE DEPARTMENT CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE NFPA STANDARD APPLICABLE TO THE SYSTEM DESIGN AND SHALL COMPLY WITH SECTIONS 912.2 THROUGH 912.6 & GENERAL CONTRACTOR TO GET APPROVED PER AHJ. 1003.3.1 PROTRUDING OBJECTS - MIN. HEADROOM TO BE 80" 1003.3.3 PROTRUDING OBJECTS SHALL NOT PROJECT HORIZONTALLY FROM EITHER SIDE MORE THAN 4" (BETWEEN 27" A.F.F. AND 80" A.A.A.) EXC 1 - HANDRAILS MAY PROJECT 4 1/2" 1003.3.4 PROTRUDING OBJECTS MAY NOT REDUCE MIN CLEAR WIDTH OF ACCESSIBLE ROUTE. CHAPTER 8 CHAPTER 9 Building B (South Apartment Bldg) FIRE PROTECTION AND LIFE SAFETY SYSTEMS CHAPTER 10 MEANS OF EGRESS CHAPTER 12 CHAPTER 15 1004 OCCUPANT LOAD SEE CODE PLANS FOR "POD" LOCATION GRAND TOTAL OCC PER POD BLDG A (R-2 200 GROSS)FIRST FLR POD 1 SECOND FLR POD 1 THIRD FLR POD 1 27 0CC 27 OCC 12 OCC 66 OCC FIRST FLR POD 2 SECOND FLR POD 2 THIRD FLR POD 2 21 0CC 21 OCC 11 OCC 53 OCC FIRST FLR POD 3 SECOND FLR POD 3 THIRD FLR POD 3 27 0CC 27 OCC 12 OCC 66 OCC BLDG B (R-2 200 GROSS)FIRST FLR POD 1 SECOND FLR POD 1 THIRD FLR POD 1 27 0CC 27 OCC 12 OCC 66 OCC FIRST FLR POD 2 SECOND FLR POD 2 THIRD FLR POD 2 9 0CC 9 OCC 0 OCC 18 OCC FIRST FLR POD 3 SECOND FLR POD 3 THIRD FLR POD 3 27 0CC 27 OCC 11 OCC 65 OCC 1005.3.1 STAIRWAYS. THE CAPACITY, IN INCHES (MM), OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAY BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 INCH (7.6 MM) PER OCCUPANT. ···39 OCC X .3" = 11.7" (ACTUAL 4'-0" BETWEEN HANDRAIL) TABLE 1006.3.2 (1) ONE EXIT REQUIRED TABLE 1006.3.2 (2) MAX OCC LOAD PER FLOOR NOT GREATER THAN 49 & COMMON PATH OF EGRESS TRAVEL MAX 75' 1009.3 EXCEPTION 2- 48" BETWEEN HANDRAILS NOT REQUIRED DUE TO NFPA 13R SYSTEM EXCEPTION 8- AREA OF REFUGE NOT REQUIRED AT STAIRWAYS IN GROUP R-2 OCC 1017.2 TRAVEL DISTANCE W/ SPRINKLER 250'-0" 1020.1 CORRIDOR (FIRE PARTITION) TO BE 1 2 HR RATED DUE TO NFPA 13R SYSTEM 1020.2 MINIMUM CORRIDOR WIDTH = 36” (REQUIRED OCCUPANCY LESS THAN 50) 1020.4 WHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY IS REQUIRED, THE EXIT ACCESS SHALL BE ARRANGED SUCH THAT THERE ARE NO DEAD ENDS IN CORRIDORS MORE THAN 20' IN LENGTH. 1030.2 MINIMUM SIZE = 5.7 SF EXCEPTION- AT GRADE FLOOR 5 SF 1030.2.1 MINIMUM DIMENSIONS = CLEAR HEIGHT = 24" CLEAR WIDTH = 20" 1030.3 MAX HEIGHT FROM FLOOR = 44" 1209 ACCESS ATTIC = 20" X 30" MIN CLR INTERIOR ENVIRONMENT 1507.2.8.2 ICE BARRIER. TO EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ROOF ASSEMBLIES CODE REQUIREMENTS IN ASTER PLACE - 2015 IBC ACCESSIBILITY CODE REQUIREMENTS FOR ASTER PLACE - PER THE COLORADO QAP, FAIR HOUSING ACT, ICC A117.1, 2015 IBC PER THE PROJECT QAP - WE WILL BE PROVIDING TYPE "A" UNITS ABOVE THE MINIMUM CODE REQUIREMENT OF 2015 IBC 1107.6.2.2 SEE A0.1b, A0.1c, A0.1d & A0.1e FOR THE UNIT MATRIX DESCRIBING THE UNIT TYPE. SEE A5.1, A5.2, A5.3, A5.4 & A5.5 FOR ALL ACCESSIBLE FEATURES & HEIGHTS SEE UNITS PLANS FOR ALL REQUIRED CLEARANCES AT ALL APPLIANCES, DOORS ETC. 1107.6.2 GROUP R-2 1107.6.2.2 APARTMENT HOUSES 1107.6.2.2.1 TYPE "A" UNITS 2% OF 58 TOTAL UNITS = WOULD BE 2 UNITS - WE ARE PROVIDING 3 TOTAL TYPE "A" UNITS - ABOVE CODE MINIMUM. IN ADDITION WE ARE PROVIDING 2 AUDIO VISUAL UNITS. 1107.6.2.2.2 TYPE "B" UNITS ALL GROUND FLOOR UNITS ARE TYPE "B" IF NOT LABELED TYPE "A". THERE IS NO ELEVATOR IN EITHER BUILDING. CHAPTER 11 CHAPTER 11 ACCESSIBILITY - SEE THE BELOW NOTE BOX ACCESSIBILITY STAIR STRINGERS NOTE IF THE AREA BELOW THE STAIR IS UNFINISHED, FIRE BLOCKS ARE REQUIRED IN THE STUD BAYS ALONGSIDE THE STRINGER. IF THE AREA BENEATH IS FINISHED WITH MINIMUM 1 2" DRYWALL, THIS BLOCKING IS TYPICALLY NOT REQUIRED. (SEE DETAIL BELOW) GENERAL BUILDING HEIGHTS AND AREAS TABLE 504.3 ALLOWABLE HEIGHT TYPE V B R NFPA 13R 60'-0" TABLE 504.4 ALLOWABLE NUMBER OF STORIES TYPE V B R-2 NFPA 13R 3 STORIES TABLE 506.2 ALLOWABLE AREA TYPE V B R-2 NFPA 13R 7,000 SF TABLE 506.3.3 FRONTAGE INCREASE FACTOR - BUILDING A CALCULATIONS: SEE SITE PLAN A1.1 - DIMENSIONS ARE SHOWN, AS WELL AS FSD LOCATIONS NORTH 49'-11-3/4" EAST 25'-6" SOUTH 65'-11-3/4" WEST OVER 75'-0" AREA-B: Aa = 7000 + (7000 X 0.60) Aa = 7000 + 4200 = 11,200 SF (ALLOWABLE AREA) Aa = 11,184 SF (ACTUAL) COMPLIES If = ((F/P) - 0.25) X (28/30) If = ((444 496) - 0.25) X (.93) If = (0.90 - 0.25) X (.93) If = 0.60 AREA-A: Aa = 7000 + (7000 X 0.37) Aa = 7000 + 2950 = 9,590 SF (ALLOWABLE AREA) Aa = 5,968 SF (ACTUAL) COMPLIES If = ((F/P) - 0.25) X (30/30) If = ((196 316) - 0.25) X (1) If = (0.62 - 0.25) X (1) If = 0.37 - BUILDING B CALCULATIONS: SEE SITE PLAN A1.1 - DIMENSIONS ARE SHOWN, AS WELL AS FSD LOCATIONS NORTH 66'-0" EAST 99'-8" SOUTH 28'-3" WEST 121'-0" AREA-B: Aa = 7000 + (7000 X 0.58) Aa = 7000 + 4060 = 11,060 SF (ALLOWABLE AREA) Aa = 10,560 SF (ACTUAL) COMPLIES If = ((F/P) - 0.25) X (29/30) If = (420 488) - 0.25) X (.96) If = (0.86 - 0.25) X (.96) If = 0.58 AREA-A: Aa = 7000 + (7000 X 0.22) Aa = 7000 + 1540 = 8,540 SF (ALLOWABLE AREA) Aa = 5,968 SF (ACTUAL) COMPLIES If = ((F/P) - 0.25) X (26/30) If = ((166 332) - 0.25) X (.86) If = (0.5 - 0.25) X (.86) If = 0.22 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 A B C D E G H I J K M N O P Q A B C D E F L F G H I J K L M N O P Q VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 AV VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 (U3-2 "AV") 3 BDRM / 2 BATH UNIT B101 (U3-2 "A") 3 BDRM / 2 BATH UNIT B103 (U2-2 "B") 2 BDRM / 2 BATH UNIT B102 (U2-2 "B") 2 BDRM / 2 BATH UNIT B104 (U1-1 "B") 1 BDRM / 1 BATH UNIT B106 (U1-1 "B") 1 BDRM / 1 BATH UNIT B108 MECH M1 (U1-1 "B") 1 BDRM / 1 BATH UNIT B107 (U1-1 "B") 1 BDRM / 1 BATH UNIT B105 (U3-2 "B") 3 BDRM / 2 BATH UNIT B110 (U3-2 "B") 3 BDRM / 2 BATH UNIT B112 (U2-2 "B") 2 BDRM / 2 BATH UNIT B109 (U2-2 "A") 2 BDRM / 2 BATH UNIT B111 EXIT STAIR INTERIOR B1 EXIT STAIR INTERIOR B2 EXIT STAIR INTERIOR B3 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE FIRST LEVEL CODE PLAN - BUILDING B CONSTRUCTION/SYMBOL DESIGNATION ROOM NAME ROOM NUMBER INDICATES TYPE A OR B UNIT - SEE FLOOR PLANS FOR MORE INFO WALL, BARRIER OR PARTITION 0.5 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES EXIT PATHWAY WALL, BARRIER OR PARTITION 1 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES WALL, BARRIER OR PARTITION 2 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES FIRE SEPARATION DISTANCE LINE ACCESSIBLE ROUTE FIRE DEPARTMENT HOSE CONNECTION (FDC) LOCATION PER LOCAL AHJ. G.C. REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. FDC ELEVATOR KNOX BOX LOCATION REQUIRED. GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. EXIT HATCH DESIGNATIONS PROPERTY LINE KNOX BOX LOCATION PER LOCAL AHJ. GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. KNOX SETBACK LINE INDICATES COMMON PATH OF EGRESS TRAVEL DISTANCE. OCCUPANT LOAD AT EGRESS XXX' (1) HOUR RATED CEILING ABOVE - SEE A0.2 ASSEMBLIES ELEV KNOX GROUP R-2 (IBC 310) GROUP S-2 (IBC 311) (1) HOUR RATED CEILING NO PENETRATIONS ROOF HERE - SEE A0.2 ASSEMBLIES CLASS I STANDPIPE LOCATION (VERIFY EXACT CLASS, LOCATIONS & QUANTITIES W/ LOCAL AHJ) - DEFFERED SUBMITTAL; SEE CODE PLANS. PROPOSED RECESS MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION, SEE SPEC. REQ'D AT EACH COMMON AREA, EACH FLOOR. GENERAL CONTRACTOR REQUIRED TO VERIFY EXACT LOCATIONS & QUANTITIES W/ LOCAL AHJ PRIOR TO PURCHASE. STRUCTURAL COLUMNS, SEE STRUCTURAL DRAWINGS. PFE PFE PROPOSED SURFACE MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION. GENERAL CONTRACTOR WILL BE REQUIRED TO VERIFY EXACT LOCATIONS, SIZES, & QUANTITIES W/ LOCAL MISSOULA AHJ PRIOR TO BID, PURCHASE AND INSTALLATION. ROOM2 ROOM1 RM# XXX'INDICATES EXTERIOR EXIT ACCESS TRAVEL DISTANCE XXX OCCUPANT LOAD NO PENETRATIONS IN ROOF ALLOWED WITHIN THIS AREA; 4-0" ON EACH SIDE OF 2 HOUR WALL. SEE CODE WALL SECTION. G.C. TO FIELD VERIFY! XXX LEGEND - CODE PLANS - ALL SHEETS EXTINGUISHER FIRE HOSE FIRE ALARM FIRE ALARM WALL, BARRIER OR PARTITION 3 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES EXIT EMERGENCY EXIT SIGNAGE, SEE ELECTRICAL PLANS XXX XXX XXX XXX 20 20X30 ATTIC ACCESS, SEE DETAIL 5/A7.1, COORDINATE WITH STRUCTURAL DRAFT STOPPING IN HORIZONTAL ASSEMBLY BELOW IN LINE WITH WALL AS SHOWN, SEE SECTIONS AND DETAILS FOR LOCATIONS WHERE DRAFTSTOPPING IS PROVIDED BY WALLS CONTINUING INTO HORIZONTAL CAVITIES. SEE D-1 & D-2 ON A0.2 RATED HINGED, SELF CLOSING ACCESS PANELS REQ'D THROUGH DRAFT STOPPING TO PROVIDE EMERGENCY ACCESS TO ALL ATTIC SPACES. EXHAUST FAN FOR MECHANICALLY VENTED ATTIC, SEE MECHANICAL & ELECTRICAL DRAWINGS GENERAL NOTES - FIRE SUPPRESSION A.A FIRE SPRINKLER SYSTEM IS REQUIRED. THE FIRE SPRINKLER SYSTEM SHALL MEET THE REQUIREMENTS OF THE MOST CURRENT ADOPTED IFC, & THE MOST CURRENT ADOPTED EDITION OF THE NFPA 13R (OR PER AHJ) B.A FIRE SPRINKLER CONTRACTOR LICENSED TO WORK IN THE AHJ SHALL SUBMIT PLANS TO THE FIRE MARSHAL AND DESIGN TEAM FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE DESIGN TEAM WITH A SUBMITTAL CONTAINING THE AHJ APPROVAL & ALL DRAWINGS & MATERIALS TO BE USED IN THE FORM OF A SUBMITTAL. C.COORDINATE ALL STEEL PIPING W/ OTHER TRADES PRIOR TO STARTING CONSTRUCTION. G.C. REQ'D TO VERIFY COORDINATION WITH OTHER TRADES & MOVE COMPONENTS IF NECESSARY. PLUMBING LOCATIONS, ELECTRICAL LOCATIONS, STRUCTURAL LOCATIONS, & MECHANICAL LOCATIONS TO SUPERSEDE FIRE SPRINKLER LOCATIONS. FIRE SPRINKLER CONTRACTOR REQUIRED TO MEET ALL CODE REQUIREMENTS AROUND OTHER TRADES. D.CONTRACTOR WILL PROVIDE A RELIABLE MODEL A4 SPARE HEAD CABINET W/ A MINIMUM OF EACH TYPE OF SPRINKLER HEAD USED PER NFPA 13R W/ THE APPROPRIATE HEAD WRENCH FOR EACH HEAD USED, VERIFY. E.DRAINS WILL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH NFPA 13R. F.ALL PAINTING, IF REQUIRED, WILL BE DONE BY OTHERS. G.MAIN PIPING SHALL BE AS PER THE APPROPRIATE SECTIONS OF NFPA 13R; IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY W/ LOCAL AHJ WHERE DRY PRESSURIZED AIR HEADS VS WET HEADS ARE REQUIRED. BRANCH LINE PIPING SHALL BE AS PER THE APPROPRIATE SECTIONS OF NFPA 13R. H.PROVIDE & INSTALL WHITE POLYESTER RESIDENTIAL PENDANT SPRINKLER HEAD. I.PROVIDE & INSTALL ALL CONNECTORS, FITTINGS, HANGERS, ETC. J.IF THIS PROJECT HAS EXPOSED FIRE SUPPRESSION - STEEL REQUIRED; PROVIDE SHOP DRAWING OF LAYOUT FOR ARCHITECT APPROVAL. K.PROVIDE FUSIBLE LINK HEAD. UPRIGHT HEADS ARE IN THE CORRIDORS & DOWN OR SIDEWALL WITHIN THE UNITS -REQUIRED. L.PROVIDE BACKFLOW PREVENTOR AT FIRE RISER PER LOCAL AHJ REQUIREMENTS GENERAL NOTES - CODE INFO A.SEE A0.2 SCHEDULES FOR VERTICAL & HORIZONTAL ASSEMBLIES. B.ALL FIRE SUPPRESSION INCLUDING FIRE EXTINGUISHERS & CABINETS TO BE DESIGN BUILD. CONTRACTOR TO COORDINATE WITH LOCAL AHJ FOR REQUIREMENTS, QUANITIES, SIZING & PERMITTING. C.SEE A0.2s FOR PENETRATION REQUIREMENTS AT RATED ASSEMBLIES. ALL PLUMBING, STRUCTURAL & MECHANICAL PENETRATIONS THROUGH RATED ASSEMBLIES TO BE FIRE CAULKED. D.PROVIDE & INSTALL THE APPROVED FIRE DEPARTMENT CONNECTION LOCATION ON THE FACE OF BLDG AT THE LOCATION APPROVED BY LOCAL AHJ. CODE PLANS SHOW PROPOSED LOCATION BUT NOT CONFIRMED WITH AHJ. GENERAL CONTRACTOR & SUBCONTRACTOR REQUIRED TO COORDINATE THIS INFORMATION WITH THE FIRE SPRINKLER CONTRACTOR. E.PROVIDE & INSTALL A "FIRE EQUIPMENT" SIGN TO IDENTIFY THE ROOM CONTAINING THE FIRE RISER. SEE SIGNAGE PLAN. F.COORDINATE W/ THE FIRE ALARM CONTRACTOR TO PROVIDE APPROPRIATE SUPERVISION / NOTIFICATION UPON ACTIVATION OF THE WATER FLOW ALARM & TAMPER SWITCHES. G.THE UNDERGROUND SUPPLY SHALL BE INSTALLED IN ACCORDANCE WITH 2010 H.NFPA 13R CHAPTER 9. ACCEPTANCE TESTING, INCLUDING A HYDROTEST, IS TO BE WITNESSED BY THE FIRE MARSHAL OR FIRE INSPECTOR PRIOR TO CERTIFICATE OF OCCUPANCY. GENERAL CONTRACTOR TO COORDINATE. I.PROVIDE & INSTALL COMBINATION HARD WIRE CARBON MONOXIDE DETECTOR IN EVERY DWELLING UNIT IN HALL OUTSIDE OF BEDROOMS. PROVIDE & INSTALL HARD WIRED SMOKE DETECTORS IN EACH BEDROOM IN ALL DWELLING UNITS. COORDINATE ALL DETECTORS WITH FIRE ALARM NOTIFICATION PER ELECTRICAL DRAWINGS. J.SEE CODE PLANS FOR ADDITIONAL INFORMATION & REQUIREMENTS. K.SEE STRUCTURAL FOR ALL CONCRETE SLAB CONTROL JOINTS. L.IF RECESSED PORTABLE FIRE EXTINGUISHER IS ON A RATED WALL, G.C. MUST BUILD A FIRE RATED BOX TO RECESS INTO THE WALL w/ EXACT NUMBER OF 5/8" TYPE 'X' SHEETS IN ASSEMBLY. M.ALL EXPOSED DUCTS, RECIRC. LINES, WATER LINES, ETC. TO BE KEPT TIGHT TO WALLS AND CLT AND JACKETED SCALE :1 First Level Code Plan 3/32" = 1'-0" N A0.1Bb COMMON PATH OF EGRESS TRAVEL DISTANCE (MAX OF 125') 58' 162' WORST CASE ACTUAL 162' EXTERIOR EXIT ACCESS TRAVEL DISTANCE (MAX OF 250') UNIT NOMENCLATURE UNIT BEDROOM COUNT BATH COUNT UNIT TYPE "U""2""2""B" UNIT TYPE NOMENCLATURE ACCESSIBLE UNIT TYPE A UNIT TYPE B UNIT TYPE STANDARD TYPE AUDIO VISUAL "ACC" "A" "B""S""AV" FULLY ACCESSIBLE PER ANSI PER ANSI WHEN NO ELEVATOR HEARING AND SERVING ABOVE GRADE FLOORS VISUALLY IMPAIRED (U2-2 "B") GROSS AREAS ARE CALCULATED TO EXTERIOR SIDE OF EXTERIOR WALL FRAMING & CENTER OF PARTY WALL ASSEMBLIES. NET AREAS ARE CALCULATED TO THE CENTER OF THE PERIMETER WALL OF THE UNIT. NOTE: AREAS ABOVE ARE FOR GENERAL CONTRACTOR AREAS OF FINISHED SPACES, BUILDING CODE CALC AREAS ARE CALCULATED BY USING TOTAL AREAS OF THE BUILDING ENTIRE GROSS AREAS. Unit Area Calculations - First Floor SEE CODE PLANS FOR MORE INFORMATION REGARDING AREAS AND OCCUPANT LOADS. UNIT TYPEUNIT # Calculation FIXTURE TYPE FLOOR PLAN LAYOUT DESCRIPTION BLOCKING FOR GRAB BARS REQ'D. GRAB BARS INSTALLED REQ'D. DECKS = 83 sqft PER DWELLING UNIT EXTERIOR MECH & STORAGE = IN AREA CALC NOTE: DECKS ARE NOT INCLUDED IN AREA CALCS FOR UNITS ABOVE. SEE TYPICAL UNIT DECK CALCS BELOW. NOTE: A/V UNITS SHALL MEET ALL TYPE B REQUIREMENTS WITH THE ADDITION OF STROBES,LIGHTS, AND HORNS AS REQUIRED FOR TYPE A/V. SEE A5.1-A5.4 AND ELECTRICAL DRAWINGS. Unit Mix - This Floor ASTER PLACE UNIT MIX 58 UNITS OF AFFORDABLE HOUSING UNIT MIX TOTAL ·(16) 3 BEDROOM / 2 BATH UNITS ·(28) 2 BEDROOM / 2 BATH UNITS ·(14) 1 BEDROOM / 1 BATH UNITS TOTAL = 58 DWELLING UNITS *** (3) TYPE A, (2) TYPE A/V ALL FIRST FLOOR UNITS THAT ARE NOT TYPE A OR TYPE A/V ARE TYPE B = (19) UNITS B101 B102 3 BEDROOM - TYPE AV 2 BEDROOM - TYPE B 3 BDRM - "AV" B103 B104 2 BEDROOM - TYPE B 2 BDRM - "B" B105 B106 B107 B108 B109 B110 B111 B112 1 BEDROOM - TYPE B STANDARD TUB / SHOWER 1 BDRM - "B" 1 BEDROOM - TYPE B 1 BDRM - "B" 1 BEDROOM - TYPE B 2 BEDROOM - TYPE A 2 BDRM - "A" 3 BEDROOM - TYPE B 3 BEDROOM - TYPE B 1 BEDROOM - TYPE B 1 BDRM - "B" 3 BDRM - "B" 3 BDRM - "B" STANDARD TUB/SHOWER SHOWER 2 BEDROOM - TYPE B 2 BDRM - "B" ·3 BEDROOM 2 BATH = (2) TYPE B & (1) TYPE A ·& (1) TYPE AV ·2 BEDROOM 1 BATH = (3) TYPE B & (1) TYPE A ·1 BEDROOM 1 BATH = (4) TYPE B TOTAL UNITS THIS FLOOR = 12 UNITS 3 BEDROOM - TYPE A 3 BDRM - "A" 30 UNITS OF AFFORDABLE HOUSING UNIT MIX TOTAL ·(8) 3 BEDROOM / 2 BATH UNITS ·(17) 2 BEDROOM / 2 BATH UNITS ·(5) 1 BEDROOM / 1 BATH UNITS TOTAL = 30 DWELLING UNITS *** (1) TYPE A, (1) TYPE A/V ALL FIRST FLOOR UNITS THAT ARE NOT TYPE A OR TYPE A/V ARE TYPE B = (10) UNITS PROJECT:BLDG A: 28 UNITS OF AFFORDABLE HOUSING UNIT MIX TOTAL ·(8) 3 BEDROOM / 2 BATH UNITS ·(11) 2 BEDROOM / 2 BATH UNITS ·(9) 1 BEDROOM / 1 BATH UNITS TOTAL = 28 DWELLING UNITS *** (2) TYPE A, (1) TYPE A/V ALL FIRST FLOOR UNITS THAT ARE NOT TYPE A OR TYPE A/V ARE TYPE B = (9) UNITS BLDG B: STANDARD TUB/SHOWER SHOWER STANDARD TUB/SHOWER SHOWER STANDARD TUB/SHOWER SHOWER 2 BDRM - "B" TRANSFER TUB/SHOWER SHOWER STANDARD TUB/SHOWER STANDARD TUB/SHOWER 1 BDRM - "B" STANDARD TUB/SHOWER TRANSFER TUB/SHOWER SHOWER STANDARD TUB/SHOWER SHOWER STANDARD TUB/SHOWER Building B - Gross Square Feet = 16,527.5 GSF (Does not include the Deck or Patio, Does include the Mech & Storage off the deck) AREA "A" = 5,967.5 GSF AREA "B" = 10,560 GSF AREA 'B'AREA 'A' POD 1 POD 2 POD 3 FI R E B A R R I E R , T Y P FI R E B A R R I E R , T Y P 1 HR WALL FOR 4'-0" MIN. 1 HR WALL FOR 4'-0" MIN. 1 HR WALL FOR 4'-0" MIN. 1 HR WALL FOR 4'-0" MIN. 1 HOUR FLR/CEILING 1 HOUR FLR/CEILING 1 HOUR FLR/CEILING 2 H O U R A R E A S E P A R A T I O N W A L L - F I R E B A R R I E R FIRE PARTITION, TYP FIRE PARTITION, TYP FIRE PARTITION, TYP FIRE PARTITION, TYP FIRE PARTITION, TYP FIRE PARTITION, TYP FI R E B A R R I E R , T Y P FI R E B A R R I E R , T Y P FI R E B A R R I E R , T Y P FI R E B A R R I E R , T Y P PE R 7 0 7 . 3 . 1 0 PE R 1 0 2 0 . 2 A L L O W E D 1 2 H O U R W A L L 1 H O U R I S S H O W N F O R S O U N D W A L L A S S E M B L Y , T Y P O F A L L I-AI-B TYP TYP I-G EX I T EXIT EX I T EXIT EX I T EXIT FDC FDC, EXACT LOCATION T.B.D. WITH LOCAL AHJ KNOX KNOX BOX TO BE LOCATED ON BLDG, EXACT LOCATION T.B.D. WITH LOCAL AHJ EXIT DISCHARGE POINT FLOOR 1 - POD 3 GROSS UNITS AREA 200 GSF/OCC = 27 OCC FLOOR 1 - POD 1 GROSS UNITS AREA 200 GSF/OCC = 27 OCC FLOOR 1 - POD 2 GROSS UNITS AREA 200 GSF/OCC = 21 OCC 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 4 SIM A0.3a 4 SIM A0.3a 3 A0.3a 2 A0.3a 2 SIM A0.3a 2 A0.3a 1 TYP A0.3a 1 TYP A0.3a 1 TYP A0.3a 1 A4.1 2 A4.1 1 A4.2 2 SIM A4.2 2 A4.4 1 A4.4 1 SIM A4.3 2 A4.3 2 A4.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 A B C D E G H I J K M N O P Q A B C D E F L F G H I J K L M N O P Q VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 (U3-2 "S") 3 BDRM / 2 BATH UNIT B201 (U3-2 "S") 3 BDRM / 2 BATH UNIT B203 (U2-2 "S") 2 BDRM / 2 BATH UNIT B202 (U2-2 "S") 2 BDRM / 2 BATH UNIT B204 (U1-1 "S") 1 BDRM / 1 BATH UNIT B206 (U1-1 "S") 1 BDRM / 1 BATH UNIT B208 (U1-1 "S") 1 BDRM / 1 BATH UNIT B205 (U1-1 "S") 1 BDRM / 1 BATH UNIT B207 (U3-2 "S") 3 BDRM / 2 BATH UNIT B210 (U3-2 "S") 3 BDRM / 2 BATH UNIT B212 (U2-2 "S") 2 BDRM / 2 BATH UNIT B209 (U2-2 "S") 2 BDRM / 2 BATH UNIT B211 EXIT STAIR INTERIOR B1 EXIT STAIR INTERIOR B2 EXIT STAIR INTERIOR B3 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE SECOND LEVEL CODE PLAN - BUILDING B CONSTRUCTION/SYMBOL DESIGNATION ROOM NAME ROOM NUMBER INDICATES TYPE A OR B UNIT - SEE FLOOR PLANS FOR MORE INFO WALL, BARRIER OR PARTITION 0.5 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES EXIT PATHWAY WALL, BARRIER OR PARTITION 1 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES WALL, BARRIER OR PARTITION 2 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES FIRE SEPARATION DISTANCE LINE ACCESSIBLE ROUTE FIRE DEPARTMENT HOSE CONNECTION (FDC) LOCATION PER LOCAL AHJ. G.C. REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. FDC ELEVATOR KNOX BOX LOCATION REQUIRED. GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. EXIT HATCH DESIGNATIONS PROPERTY LINE KNOX BOX LOCATION PER LOCAL AHJ. GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. KNOX SETBACK LINE INDICATES COMMON PATH OF EGRESS TRAVEL DISTANCE. OCCUPANT LOAD AT EGRESS XXX' (1) HOUR RATED CEILING ABOVE - SEE A0.2 ASSEMBLIES ELEV KNOX GROUP R-2 (IBC 310) GROUP S-2 (IBC 311) (1) HOUR RATED CEILING NO PENETRATIONS ROOF HERE - SEE A0.2 ASSEMBLIES CLASS I STANDPIPE LOCATION (VERIFY EXACT CLASS, LOCATIONS & QUANTITIES W/ LOCAL AHJ) - DEFFERED SUBMITTAL; SEE CODE PLANS. PROPOSED RECESS MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION, SEE SPEC. REQ'D AT EACH COMMON AREA, EACH FLOOR. GENERAL CONTRACTOR REQUIRED TO VERIFY EXACT LOCATIONS & QUANTITIES W/ LOCAL AHJ PRIOR TO PURCHASE. STRUCTURAL COLUMNS, SEE STRUCTURAL DRAWINGS. PFE PFE PROPOSED SURFACE MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION. GENERAL CONTRACTOR WILL BE REQUIRED TO VERIFY EXACT LOCATIONS, SIZES, & QUANTITIES W/ LOCAL MISSOULA AHJ PRIOR TO BID, PURCHASE AND INSTALLATION. ROOM2 ROOM1 RM# XXX'INDICATES EXTERIOR EXIT ACCESS TRAVEL DISTANCE XXX OCCUPANT LOAD NO PENETRATIONS IN ROOF ALLOWED WITHIN THIS AREA; 4-0" ON EACH SIDE OF 2 HOUR WALL. SEE CODE WALL SECTION. G.C. TO FIELD VERIFY! XXX LEGEND - CODE PLANS - ALL SHEETS EXTINGUISHER FIRE HOSE FIRE ALARM FIRE ALARM WALL, BARRIER OR PARTITION 3 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES EXIT EMERGENCY EXIT SIGNAGE, SEE ELECTRICAL PLANS XXX XXX XXX XXX 20 20X30 ATTIC ACCESS, SEE DETAIL 5/A7.1, COORDINATE WITH STRUCTURAL DRAFT STOPPING IN HORIZONTAL ASSEMBLY BELOW IN LINE WITH WALL AS SHOWN, SEE SECTIONS AND DETAILS FOR LOCATIONS WHERE DRAFTSTOPPING IS PROVIDED BY WALLS CONTINUING INTO HORIZONTAL CAVITIES. SEE D-1 & D-2 ON A0.2 RATED HINGED, SELF CLOSING ACCESS PANELS REQ'D THROUGH DRAFT STOPPING TO PROVIDE EMERGENCY ACCESS TO ALL ATTIC SPACES. EXHAUST FAN FOR MECHANICALLY VENTED ATTIC, SEE MECHANICAL & ELECTRICAL DRAWINGS GENERAL NOTES - FIRE SUPPRESSION A.A FIRE SPRINKLER SYSTEM IS REQUIRED. THE FIRE SPRINKLER SYSTEM SHALL MEET THE REQUIREMENTS OF THE MOST CURRENT ADOPTED IFC, & THE MOST CURRENT ADOPTED EDITION OF THE NFPA 13R (OR PER AHJ) B.A FIRE SPRINKLER CONTRACTOR LICENSED TO WORK IN THE AHJ SHALL SUBMIT PLANS TO THE FIRE MARSHAL AND DESIGN TEAM FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE DESIGN TEAM WITH A SUBMITTAL CONTAINING THE AHJ APPROVAL & ALL DRAWINGS & MATERIALS TO BE USED IN THE FORM OF A SUBMITTAL. C.COORDINATE ALL STEEL PIPING W/ OTHER TRADES PRIOR TO STARTING CONSTRUCTION. G.C. REQ'D TO VERIFY COORDINATION WITH OTHER TRADES & MOVE COMPONENTS IF NECESSARY. PLUMBING LOCATIONS, ELECTRICAL LOCATIONS, STRUCTURAL LOCATIONS, & MECHANICAL LOCATIONS TO SUPERSEDE FIRE SPRINKLER LOCATIONS. FIRE SPRINKLER CONTRACTOR REQUIRED TO MEET ALL CODE REQUIREMENTS AROUND OTHER TRADES. D.CONTRACTOR WILL PROVIDE A RELIABLE MODEL A4 SPARE HEAD CABINET W/ A MINIMUM OF EACH TYPE OF SPRINKLER HEAD USED PER NFPA 13R W/ THE APPROPRIATE HEAD WRENCH FOR EACH HEAD USED, VERIFY. E.DRAINS WILL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH NFPA 13R. F.ALL PAINTING, IF REQUIRED, WILL BE DONE BY OTHERS. G.MAIN PIPING SHALL BE AS PER THE APPROPRIATE SECTIONS OF NFPA 13R; IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY W/ LOCAL AHJ WHERE DRY PRESSURIZED AIR HEADS VS WET HEADS ARE REQUIRED. BRANCH LINE PIPING SHALL BE AS PER THE APPROPRIATE SECTIONS OF NFPA 13R. H.PROVIDE & INSTALL WHITE POLYESTER RESIDENTIAL PENDANT SPRINKLER HEAD. I.PROVIDE & INSTALL ALL CONNECTORS, FITTINGS, HANGERS, ETC. J.IF THIS PROJECT HAS EXPOSED FIRE SUPPRESSION - STEEL REQUIRED; PROVIDE SHOP DRAWING OF LAYOUT FOR ARCHITECT APPROVAL. K.PROVIDE FUSIBLE LINK HEAD. UPRIGHT HEADS ARE IN THE CORRIDORS & DOWN OR SIDEWALL WITHIN THE UNITS -REQUIRED. L.PROVIDE BACKFLOW PREVENTOR AT FIRE RISER PER LOCAL AHJ REQUIREMENTS GENERAL NOTES - CODE INFO A.SEE A0.2 SCHEDULES FOR VERTICAL & HORIZONTAL ASSEMBLIES. B.ALL FIRE SUPPRESSION INCLUDING FIRE EXTINGUISHERS & CABINETS TO BE DESIGN BUILD. CONTRACTOR TO COORDINATE WITH LOCAL AHJ FOR REQUIREMENTS, QUANITIES, SIZING & PERMITTING. C.SEE A0.2s FOR PENETRATION REQUIREMENTS AT RATED ASSEMBLIES. ALL PLUMBING, STRUCTURAL & MECHANICAL PENETRATIONS THROUGH RATED ASSEMBLIES TO BE FIRE CAULKED. D.PROVIDE & INSTALL THE APPROVED FIRE DEPARTMENT CONNECTION LOCATION ON THE FACE OF BLDG AT THE LOCATION APPROVED BY LOCAL AHJ. CODE PLANS SHOW PROPOSED LOCATION BUT NOT CONFIRMED WITH AHJ. GENERAL CONTRACTOR & SUBCONTRACTOR REQUIRED TO COORDINATE THIS INFORMATION WITH THE FIRE SPRINKLER CONTRACTOR. E.PROVIDE & INSTALL A "FIRE EQUIPMENT" SIGN TO IDENTIFY THE ROOM CONTAINING THE FIRE RISER. SEE SIGNAGE PLAN. F.COORDINATE W/ THE FIRE ALARM CONTRACTOR TO PROVIDE APPROPRIATE SUPERVISION / NOTIFICATION UPON ACTIVATION OF THE WATER FLOW ALARM & TAMPER SWITCHES. G.THE UNDERGROUND SUPPLY SHALL BE INSTALLED IN ACCORDANCE WITH 2010 H.NFPA 13R CHAPTER 9. ACCEPTANCE TESTING, INCLUDING A HYDROTEST, IS TO BE WITNESSED BY THE FIRE MARSHAL OR FIRE INSPECTOR PRIOR TO CERTIFICATE OF OCCUPANCY. GENERAL CONTRACTOR TO COORDINATE. I.PROVIDE & INSTALL COMBINATION HARD WIRE CARBON MONOXIDE DETECTOR IN EVERY DWELLING UNIT IN HALL OUTSIDE OF BEDROOMS. PROVIDE & INSTALL HARD WIRED SMOKE DETECTORS IN EACH BEDROOM IN ALL DWELLING UNITS. COORDINATE ALL DETECTORS WITH FIRE ALARM NOTIFICATION PER ELECTRICAL DRAWINGS. J.SEE CODE PLANS FOR ADDITIONAL INFORMATION & REQUIREMENTS. K.SEE STRUCTURAL FOR ALL CONCRETE SLAB CONTROL JOINTS. L.IF RECESSED PORTABLE FIRE EXTINGUISHER IS ON A RATED WALL, G.C. MUST BUILD A FIRE RATED BOX TO RECESS INTO THE WALL w/ EXACT NUMBER OF 5/8" TYPE 'X' SHEETS IN ASSEMBLY. M.ALL EXPOSED DUCTS, RECIRC. LINES, WATER LINES, ETC. TO BE KEPT TIGHT TO WALLS AND CLT AND JACKETED SCALE :1 Second Level Code Plan 3/32" = 1'-0" N A0.1Bc 58' COMMON PATH OF EGRESS TRAVEL DISTANCE (MAX OF 125') EXTERIOR EXIT ACCESS TRAVEL DISTANCE, SEE 1ST FLOOR EXIT FOR TOTAL DISTANCE GROSS AREAS ARE CALCULATED TO EXTERIOR SIDE OF EXTERIOR WALL FRAMING & CENTER OF PARTY WALL ASSEMBLIES. NET AREAS ARE CALCULATED TO THE CENTER OF THE PERIMETER WALL OF THE UNIT. NOTE: AREAS ABOVE ARE FOR GENERAL CONTRACTOR AREAS OF FINISHED SPACES, BUILDING CODE CALC AREAS ARE CALCULATED BY USING TOTAL AREAS OF THE BUILDING ENTIRE GROSS AREAS. Unit Area Calculations - First Floor SEE CODE PLANS FOR MORE INFORMATION REGARDING AREAS AND OCCUPANT LOADS. UNIT TYPEUNIT # Calculation FIXTURE TYPE FLOOR PLAN LAYOUT DESCRIPTION BLOCKING FOR GRAB BARS REQ'D. GRAB BARS INSTALLED REQ'D. DECKS = 83 sqft PER DWELLING UNIT EXTERIOR MECH & STORAGE = IN AREA CALC NOTE: DECKS ARE NOT INCLUDED IN AREA CALCS FOR UNITS ABOVE. SEE TYPICAL UNIT DECK CALCS BELOW. NOTE: A/V UNITS SHALL MEET ALL TYPE B REQUIREMENTS WITH THE ADDITION OF STROBES,LIGHTS, AND HORNS AS REQUIRED FOR TYPE A/V. SEE A5.1-A5.4 AND ELECTRICAL DRAWINGS. Unit Mix - This Floor B201 B202 3 BEDROOM - TYPE S 3 BDRM - "S" B203 B204 2 BDRM - "S" B205 B206 B207 B208 B209 B210 B211 B212 1 BEDROOM - TYPE S STANDARD TUB / SHOWER 1 BDRM - "S" 1 BEDROOM - TYPE S 1 BDRM - "S" 2 BDRM - "S" 1 BEDROOM - TYPE S 3 BDRM - "S" 3 BDRM - "S" STANDARD TUB/SHOWER SHOWER 2 BEDROOM - TYPE S 2 BDRM - "S" ·3 BEDROOM 2 BATH = (4) TYPE B ·2 BEDROOM 1 BATH = (4) TYPE S ·1 BEDROOM 1 BATH = (4) TYPE S TOTAL UNITS THIS FLOOR = 12 UNITS 3 BDRM - "S" STANDARD TUB/SHOWER SHOWER STANDARD TUB/SHOWER SHOWER STANDARD TUB/SHOWER SHOWER STANDARD TUB/SHOWER SHOWER STANDARD TUB/SHOWER SHOWER STANDARD TUB/SHOWER 1 BDRM - "S" STANDARD TUB/SHOWER STANDARD TUB/SHOWER SHOWER STANDARD TUB/SHOWER SHOWER STANDARD TUB/SHOWER 3 BEDROOM - TYPE S 3 BEDROOM - TYPE S 2 BEDROOM - TYPE S 3 BEDROOM - TYPE S 2 BEDROOM - TYPE S 2 BEDROOM - TYPE S 1 BEDROOM - TYPE S 2 BDRM - "S" 1 BDRM - "S" UNIT NOMENCLATURE UNIT BEDROOM COUNT BATH COUNT UNIT TYPE "U""2""2""B" UNIT TYPE NOMENCLATURE ACCESSIBLE UNIT TYPE A UNIT TYPE B UNIT TYPE STANDARD TYPE AUDIO VISUAL "ACC" "A" "B""S""AV" FULLY ACCESSIBLE PER ANSI PER ANSI WHEN NO ELEVATOR HEARING AND SERVING ABOVE GRADE FLOORS VISUALLY IMPAIRED (U2-2 "B") Building B - Gross Square Feet = 16,239.5 GSF (Does not include the Deck or Patio, Does include the Mech & Storage off the deck) AREA "A" = 5,967.5 GSF AREA "B" = 10,272 GSF AREA 'B'AREA 'A' POD 1 POD 2 POD 3 1 HOUR FLR/CEILING 1 HOUR FLR/CEILING 1 HOUR FLR/CEILING 1 HOUR FLR/CEILING ATTIC AREA 288 SF ATTIC ACCESS HATCH, SEE DETAILS VENTED RIDGE CONT. VENTED SOFFIT CONT. VENTED SOFFIT 2 H O U R A R E A S E P A R A T I O N W A L L - F I R E B A R R I E R PE R 7 0 7 . 3 . 1 0 FIRE PARTITION, TYP FIRE PARTITION, TYP FIRE PARTITION, TYP FIRE PARTITION, TYP FIRE PARTITION, TYP FIRE PARTITION, TYP FI R E B A R R I E R , T Y P FI R E B A R R I E R , T Y P FI R E B A R R I E R , T Y P FI R E B A R R I E R , T Y P FI R E B A R R I E R , T Y P FI R E B A R R I E R , T Y P 1 HR WALL FOR 4'-0" MIN. 1 HR WALL FOR 4'-0" MIN. 1 HR WALL FOR 4'-0" MIN. 1 HR WALL FOR 4'-0" MIN. FLOOR 2 - POD 3 GROSS UNITS AREA 200 GSF/OCC = 27 OCC FLOOR 2 - POD 1 GROSS UNITS AREA 200 GSF/OCC = 27 OCC FLOOR 2 - POD 2 GROSS UNITS AREA 200 GSF/OCC = 21 OCC 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S I-AI-B TYP TYP I-G 4 SIM A0.3a 4 SIM A0.3a 3 A0.3a 2 A0.3a 2 SIM A0.3a 2 A0.3a 1 TYP A0.3a 1 TYP A0.3a 1 TYP A0.3a 1 A4.1 2 A4.1 1 A4.2 2 SIM A4.2 2 A4.4 1 A4.4 1 SIM A4.3 2 A4.3 2 A4.5 VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 A B C D E G H I J K M N O P Q A B C D E F L F G H I J K L M N O P Q VITREOUS CHINATOILETDEVONSHIREK-3457VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 VITREOUS CHINATOILETDEVONSHIREK-3457 (U2-2 "S") 2 BDRM / 2 BATH UNIT B301 (U2-2 "S") 2 BDRM / 2 BATH UNIT B302 (U1-1 "S") 1 BDRM /1 BATH UNIT B306 (U2-2 "S") 2 BDRM / 2 BATH UNIT B305 EXIT STAIR INTERIOR B1 EXIT STAIR INTERIOR B3 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE THIRD LEVEL CODE PLAN - BUILDING B CONSTRUCTION/SYMBOL DESIGNATION ROOM NAME ROOM NUMBER INDICATES TYPE A OR B UNIT - SEE FLOOR PLANS FOR MORE INFO WALL, BARRIER OR PARTITION 0.5 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES EXIT PATHWAY WALL, BARRIER OR PARTITION 1 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES WALL, BARRIER OR PARTITION 2 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES FIRE SEPARATION DISTANCE LINE ACCESSIBLE ROUTE FIRE DEPARTMENT HOSE CONNECTION (FDC) LOCATION PER LOCAL AHJ. G.C. REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. FDC ELEVATOR KNOX BOX LOCATION REQUIRED. GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. EXIT HATCH DESIGNATIONS PROPERTY LINE KNOX BOX LOCATION PER LOCAL AHJ. GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. KNOX SETBACK LINE INDICATES COMMON PATH OF EGRESS TRAVEL DISTANCE. OCCUPANT LOAD AT EGRESS XXX' (1) HOUR RATED CEILING ABOVE - SEE A0.2 ASSEMBLIES ELEV KNOX GROUP R-2 (IBC 310) GROUP S-2 (IBC 311) (1) HOUR RATED CEILING NO PENETRATIONS ROOF HERE - SEE A0.2 ASSEMBLIES CLASS I STANDPIPE LOCATION (VERIFY EXACT CLASS, LOCATIONS & QUANTITIES W/ LOCAL AHJ) - DEFFERED SUBMITTAL; SEE CODE PLANS. PROPOSED RECESS MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION, SEE SPEC. REQ'D AT EACH COMMON AREA, EACH FLOOR. GENERAL CONTRACTOR REQUIRED TO VERIFY EXACT LOCATIONS & QUANTITIES W/ LOCAL AHJ PRIOR TO PURCHASE. STRUCTURAL COLUMNS, SEE STRUCTURAL DRAWINGS. PFE PFE PROPOSED SURFACE MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION. GENERAL CONTRACTOR WILL BE REQUIRED TO VERIFY EXACT LOCATIONS, SIZES, & QUANTITIES W/ LOCAL MISSOULA AHJ PRIOR TO BID, PURCHASE AND INSTALLATION. ROOM2 ROOM1 RM# XXX'INDICATES EXTERIOR EXIT ACCESS TRAVEL DISTANCE XXX OCCUPANT LOAD NO PENETRATIONS IN ROOF ALLOWED WITHIN THIS AREA; 4-0" ON EACH SIDE OF 2 HOUR WALL. SEE CODE WALL SECTION. G.C. TO FIELD VERIFY! XXX LEGEND - CODE PLANS - ALL SHEETS EXTINGUISHER FIRE HOSE FIRE ALARM FIRE ALARM WALL, BARRIER OR PARTITION 3 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES EXIT EMERGENCY EXIT SIGNAGE, SEE ELECTRICAL PLANS XXX XXX XXX XXX 20 20X30 ATTIC ACCESS, SEE DETAIL 5/A7.1, COORDINATE WITH STRUCTURAL DRAFT STOPPING IN HORIZONTAL ASSEMBLY BELOW IN LINE WITH WALL AS SHOWN, SEE SECTIONS AND DETAILS FOR LOCATIONS WHERE DRAFTSTOPPING IS PROVIDED BY WALLS CONTINUING INTO HORIZONTAL CAVITIES. SEE D-1 & D-2 ON A0.2 RATED HINGED, SELF CLOSING ACCESS PANELS REQ'D THROUGH DRAFT STOPPING TO PROVIDE EMERGENCY ACCESS TO ALL ATTIC SPACES. EXHAUST FAN FOR MECHANICALLY VENTED ATTIC, SEE MECHANICAL & ELECTRICAL DRAWINGS GENERAL NOTES - FIRE SUPPRESSION A.A FIRE SPRINKLER SYSTEM IS REQUIRED. THE FIRE SPRINKLER SYSTEM SHALL MEET THE REQUIREMENTS OF THE MOST CURRENT ADOPTED IFC, & THE MOST CURRENT ADOPTED EDITION OF THE NFPA 13R (OR PER AHJ) B.A FIRE SPRINKLER CONTRACTOR LICENSED TO WORK IN THE AHJ SHALL SUBMIT PLANS TO THE FIRE MARSHAL AND DESIGN TEAM FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE DESIGN TEAM WITH A SUBMITTAL CONTAINING THE AHJ APPROVAL & ALL DRAWINGS & MATERIALS TO BE USED IN THE FORM OF A SUBMITTAL. C.COORDINATE ALL STEEL PIPING W/ OTHER TRADES PRIOR TO STARTING CONSTRUCTION. G.C. REQ'D TO VERIFY COORDINATION WITH OTHER TRADES & MOVE COMPONENTS IF NECESSARY. PLUMBING LOCATIONS, ELECTRICAL LOCATIONS, STRUCTURAL LOCATIONS, & MECHANICAL LOCATIONS TO SUPERSEDE FIRE SPRINKLER LOCATIONS. FIRE SPRINKLER CONTRACTOR REQUIRED TO MEET ALL CODE REQUIREMENTS AROUND OTHER TRADES. D.CONTRACTOR WILL PROVIDE A RELIABLE MODEL A4 SPARE HEAD CABINET W/ A MINIMUM OF EACH TYPE OF SPRINKLER HEAD USED PER NFPA 13R W/ THE APPROPRIATE HEAD WRENCH FOR EACH HEAD USED, VERIFY. E.DRAINS WILL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH NFPA 13R. F.ALL PAINTING, IF REQUIRED, WILL BE DONE BY OTHERS. G.MAIN PIPING SHALL BE AS PER THE APPROPRIATE SECTIONS OF NFPA 13R; IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY W/ LOCAL AHJ WHERE DRY PRESSURIZED AIR HEADS VS WET HEADS ARE REQUIRED. BRANCH LINE PIPING SHALL BE AS PER THE APPROPRIATE SECTIONS OF NFPA 13R. H.PROVIDE & INSTALL WHITE POLYESTER RESIDENTIAL PENDANT SPRINKLER HEAD. I.PROVIDE & INSTALL ALL CONNECTORS, FITTINGS, HANGERS, ETC. J.IF THIS PROJECT HAS EXPOSED FIRE SUPPRESSION - STEEL REQUIRED; PROVIDE SHOP DRAWING OF LAYOUT FOR ARCHITECT APPROVAL. K.PROVIDE FUSIBLE LINK HEAD. UPRIGHT HEADS ARE IN THE CORRIDORS & DOWN OR SIDEWALL WITHIN THE UNITS -REQUIRED. L.PROVIDE BACKFLOW PREVENTOR AT FIRE RISER PER LOCAL AHJ REQUIREMENTS GENERAL NOTES - CODE INFO A.SEE A0.2 SCHEDULES FOR VERTICAL & HORIZONTAL ASSEMBLIES. B.ALL FIRE SUPPRESSION INCLUDING FIRE EXTINGUISHERS & CABINETS TO BE DESIGN BUILD. CONTRACTOR TO COORDINATE WITH LOCAL AHJ FOR REQUIREMENTS, QUANITIES, SIZING & PERMITTING. C.SEE A0.2s FOR PENETRATION REQUIREMENTS AT RATED ASSEMBLIES. ALL PLUMBING, STRUCTURAL & MECHANICAL PENETRATIONS THROUGH RATED ASSEMBLIES TO BE FIRE CAULKED. D.PROVIDE & INSTALL THE APPROVED FIRE DEPARTMENT CONNECTION LOCATION ON THE FACE OF BLDG AT THE LOCATION APPROVED BY LOCAL AHJ. CODE PLANS SHOW PROPOSED LOCATION BUT NOT CONFIRMED WITH AHJ. GENERAL CONTRACTOR & SUBCONTRACTOR REQUIRED TO COORDINATE THIS INFORMATION WITH THE FIRE SPRINKLER CONTRACTOR. E.PROVIDE & INSTALL A "FIRE EQUIPMENT" SIGN TO IDENTIFY THE ROOM CONTAINING THE FIRE RISER. SEE SIGNAGE PLAN. F.COORDINATE W/ THE FIRE ALARM CONTRACTOR TO PROVIDE APPROPRIATE SUPERVISION / NOTIFICATION UPON ACTIVATION OF THE WATER FLOW ALARM & TAMPER SWITCHES. G.THE UNDERGROUND SUPPLY SHALL BE INSTALLED IN ACCORDANCE WITH 2010 H.NFPA 13R CHAPTER 9. ACCEPTANCE TESTING, INCLUDING A HYDROTEST, IS TO BE WITNESSED BY THE FIRE MARSHAL OR FIRE INSPECTOR PRIOR TO CERTIFICATE OF OCCUPANCY. GENERAL CONTRACTOR TO COORDINATE. I.PROVIDE & INSTALL COMBINATION HARD WIRE CARBON MONOXIDE DETECTOR IN EVERY DWELLING UNIT IN HALL OUTSIDE OF BEDROOMS. PROVIDE & INSTALL HARD WIRED SMOKE DETECTORS IN EACH BEDROOM IN ALL DWELLING UNITS. COORDINATE ALL DETECTORS WITH FIRE ALARM NOTIFICATION PER ELECTRICAL DRAWINGS. J.SEE CODE PLANS FOR ADDITIONAL INFORMATION & REQUIREMENTS. K.SEE STRUCTURAL FOR ALL CONCRETE SLAB CONTROL JOINTS. L.IF RECESSED PORTABLE FIRE EXTINGUISHER IS ON A RATED WALL, G.C. MUST BUILD A FIRE RATED BOX TO RECESS INTO THE WALL w/ EXACT NUMBER OF 5/8" TYPE 'X' SHEETS IN ASSEMBLY. M.ALL EXPOSED DUCTS, RECIRC. LINES, WATER LINES, ETC. TO BE KEPT TIGHT TO WALLS AND CLT AND JACKETED SCALE :1 Third Level Code Plan 3/32" = 1'-0" N A0.1Bd 47' COMMON PATH OF EGRESS TRAVEL DISTANCE (MAX OF 125') EXTERIOR EXIT ACCESS TRAVEL DISTANCE, SEE 1ST FLOOR EXIT FOR TOTAL DISTANCE GROSS AREAS ARE CALCULATED TO EXTERIOR SIDE OF EXTERIOR WALL FRAMING & CENTER OF PARTY WALL ASSEMBLIES. NET AREAS ARE CALCULATED TO THE CENTER OF THE PERIMETER WALL OF THE UNIT. NOTE: AREAS ABOVE ARE FOR GENERAL CONTRACTOR AREAS OF FINISHED SPACES, BUILDING CODE CALC AREAS ARE CALCULATED BY USING TOTAL AREAS OF THE BUILDING ENTIRE GROSS AREAS. Unit Area Calculations - First Floor SEE CODE PLANS FOR MORE INFORMATION REGARDING AREAS AND OCCUPANT LOADS. UNIT TYPEUNIT # Calculation FIXTURE TYPE FLOOR PLAN LAYOUT DESCRIPTION BLOCKING FOR GRAB BARS REQ'D. GRAB BARS INSTALLED REQ'D. DECKS = 83 sqft PER DWELLING UNIT EXTERIOR MECH & STORAGE = IN AREA CALC NOTE: DECKS ARE NOT INCLUDED IN AREA CALCS FOR UNITS ABOVE. SEE TYPICAL UNIT DECK CALCS BELOW. NOTE: A/V UNITS SHALL MEET ALL TYPE B REQUIREMENTS WITH THE ADDITION OF STROBES,LIGHTS, AND HORNS AS REQUIRED FOR TYPE A/V. SEE A5.1-A5.4 AND ELECTRICAL DRAWINGS. Unit Mix - This Floor B301 B302 2 BDRM - "S" B305 B306 1 BDRM - "S" STANDARD TUB/SHOWER SHOWER 2 BEDROOM - TYPE S 2 BDRM - "S" ·3 BEDROOM 2 BATH = (0) ·2 BEDROOM 1 BATH = (3) TYPE S ·1 BEDROOM 1 BATH = (1) TYPE S TOTAL UNITS THIS FLOOR = 4 UNITS STANDARD TUB/SHOWER SHOWER STANDARD TUB/SHOWER SHOWER 2 BDRM - "S"2 BEDROOM - TYPE S STANDARD TUB/SHOWER1 BEDROOM - TYPE S 2 BEDROOM - TYPE S UNIT NOMENCLATURE UNIT BEDROOM COUNT BATH COUNT UNIT TYPE "U""2""2""B" UNIT TYPE NOMENCLATURE ACCESSIBLE UNIT TYPE A UNIT TYPE B UNIT TYPE STANDARD TYPE AUDIO VISUAL "ACC" "A" "B""S""AV" FULLY ACCESSIBLE PER ANSI PER ANSI WHEN NO ELEVATOR HEARING AND SERVING ABOVE GRADE FLOORS VISUALLY IMPAIRED (U2-2 "B") Building B - Gross Square Feet = 5,610 GSF (Does not include the Deck or Patio, Does include the Mech & Storage off the deck) AREA "A" = 2,960.5 GSF AREA "B" = 2,649.5 GSF AREA 'B'AREA 'A' POD 1 POD 2 POD 3 1 HR WALL FOR 4'-0" MIN. 1 HR WALL FOR 4'-0" MIN. 1 HR WALL FOR 4'-0" MIN. 1 HR WALL FOR 4'-0" MIN. 1 HOUR FLR/CEILING 1 HOUR FLR/CEILING 1 HOUR FLR/CEILING 2 H O U R A R E A S E P A R A T I O N W A L L - F I R E B A R R I E R PE R 7 0 7 . 3 . 1 0 FIRE PARTITION, TYP FIRE PARTITION, TYP FI R E B A R R I E R , T Y P FI R E B A R R I E R , T Y P FI R E B A R R I E R , T Y P FI R E B A R R I E R , T Y P FIRE PARTITION, TYP FIRE PARTITION, TYPVENTED RIDGE,TYPVENTED RIDGE,TYP FLOOR 3 - POD 3 GROSS UNITS AREA 200 GSF/OCC = 12 OCC FLOOR 3 - POD 1 GROSS UNITS AREA 200 GSF/OCC = 12 OCC FLOOR 3 - POD 2 GROSS UNITS AREA 200 GSF/OCC = 11 OCC 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S 60 m i n D O O R W/ S E L F CL O S I N G H I N G E S I-AI-B TYP TYP I-G 4 SIM A0.3a 4 SIM A0.3a 3 A0.3a 2 A0.3a 2 SIM A0.3a 2 A0.3a 1 TYP A0.3a 1 TYP A0.3a 1 TYP A0.3a 1 A4.1 2 A4.1 1 A4.2 2 SIM A4.2 2 A4.4 1 A4.4 1 SIM A4.3 2 A4.3 2 A4.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 A B C D E G H I J K M N O P Q A B C D E F L F G H I J K L M N O P Q 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 24.108edinc Job #: 1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 design + architecture inc THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. PAGE TURN SET: NO T F O R C O N S T R U C T I O N 2024 ENCOMPASS DESIGN INC.C A N E W A F F O R D A B L E H O U S I N G F A M I L Y D E V E L O P M E N T : AS T E R P L A C E PA R A C H U T E , C O 01/03/2025 PERMIT & BID SET:02/03/2025 E SIGNATURE A0.1Be ROOF CODE PLAN - BUILDING B CONSTRUCTION/SYMBOL DESIGNATION ROOM NAME ROOM NUMBER INDICATES TYPE A OR B UNIT - SEE FLOOR PLANS FOR MORE INFO WALL, BARRIER OR PARTITION 0.5 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES EXIT PATHWAY WALL, BARRIER OR PARTITION 1 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES WALL, BARRIER OR PARTITION 2 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES FIRE SEPARATION DISTANCE LINE ACCESSIBLE ROUTE FIRE DEPARTMENT HOSE CONNECTION (FDC) LOCATION PER LOCAL AHJ. G.C. REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. FDC ELEVATOR KNOX BOX LOCATION REQUIRED. GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. EXIT HATCH DESIGNATIONS PROPERTY LINE KNOX BOX LOCATION PER LOCAL AHJ. GENERAL CONTRACTOR REQUIRED TO FIELD VERIFY EXACT LOCATION WITH AHJ & ARCHITECT. KNOX SETBACK LINE INDICATES COMMON PATH OF EGRESS TRAVEL DISTANCE. OCCUPANT LOAD AT EGRESS XXX' (1) HOUR RATED CEILING ABOVE - SEE A0.2 ASSEMBLIES ELEV KNOX GROUP R-2 (IBC 310) GROUP S-2 (IBC 311) (1) HOUR RATED CEILING NO PENETRATIONS ROOF HERE - SEE A0.2 ASSEMBLIES CLASS I STANDPIPE LOCATION (VERIFY EXACT CLASS, LOCATIONS & QUANTITIES W/ LOCAL AHJ) - DEFFERED SUBMITTAL; SEE CODE PLANS. PROPOSED RECESS MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION, SEE SPEC. REQ'D AT EACH COMMON AREA, EACH FLOOR. GENERAL CONTRACTOR REQUIRED TO VERIFY EXACT LOCATIONS & QUANTITIES W/ LOCAL AHJ PRIOR TO PURCHASE. STRUCTURAL COLUMNS, SEE STRUCTURAL DRAWINGS. PFE PFE PROPOSED SURFACE MOUNTED PORTABLE FIRE EXTINGUISHER LOCATION. GENERAL CONTRACTOR WILL BE REQUIRED TO VERIFY EXACT LOCATIONS, SIZES, & QUANTITIES W/ LOCAL MISSOULA AHJ PRIOR TO BID, PURCHASE AND INSTALLATION. ROOM2 ROOM1 RM# XXX'INDICATES EXTERIOR EXIT ACCESS TRAVEL DISTANCE XXX OCCUPANT LOAD NO PENETRATIONS IN ROOF ALLOWED WITHIN THIS AREA; 4-0" ON EACH SIDE OF 2 HOUR WALL. SEE CODE WALL SECTION. G.C. TO FIELD VERIFY! XXX LEGEND - CODE PLANS - ALL SHEETS EXTINGUISHER FIRE HOSE FIRE ALARM FIRE ALARM WALL, BARRIER OR PARTITION 3 HOUR CONSTRUCTION - SEE A0.2 ASSEMBLIES EXIT EMERGENCY EXIT SIGNAGE, SEE ELECTRICAL PLANS XXX XXX XXX XXX 20 20X30 ATTIC ACCESS, SEE DETAIL 5/A7.1, COORDINATE WITH STRUCTURAL DRAFT STOPPING IN HORIZONTAL ASSEMBLY BELOW IN LINE WITH WALL AS SHOWN, SEE SECTIONS AND DETAILS FOR LOCATIONS WHERE DRAFTSTOPPING IS PROVIDED BY WALLS CONTINUING INTO HORIZONTAL CAVITIES. SEE D-1 & D-2 ON A0.2 RATED HINGED, SELF CLOSING ACCESS PANELS REQ'D THROUGH DRAFT STOPPING TO PROVIDE EMERGENCY ACCESS TO ALL ATTIC SPACES. EXHAUST FAN FOR MECHANICALLY VENTED ATTIC, SEE MECHANICAL & ELECTRICAL DRAWINGS GENERAL NOTES - FIRE SUPPRESSION A.A FIRE SPRINKLER SYSTEM IS REQUIRED. THE FIRE SPRINKLER SYSTEM SHALL MEET THE REQUIREMENTS OF THE MOST CURRENT ADOPTED IFC, & THE MOST CURRENT ADOPTED EDITION OF THE NFPA 13R (OR PER AHJ) B.A FIRE SPRINKLER CONTRACTOR LICENSED TO WORK IN THE AHJ SHALL SUBMIT PLANS TO THE FIRE MARSHAL AND DESIGN TEAM FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE DESIGN TEAM WITH A SUBMITTAL CONTAINING THE AHJ APPROVAL & ALL DRAWINGS & MATERIALS TO BE USED IN THE FORM OF A SUBMITTAL. C.COORDINATE ALL STEEL PIPING W/ OTHER TRADES PRIOR TO STARTING CONSTRUCTION. G.C. REQ'D TO VERIFY COORDINATION WITH OTHER TRADES & MOVE COMPONENTS IF NECESSARY. PLUMBING LOCATIONS, ELECTRICAL LOCATIONS, STRUCTURAL LOCATIONS, & MECHANICAL LOCATIONS TO SUPERSEDE FIRE SPRINKLER LOCATIONS. FIRE SPRINKLER CONTRACTOR REQUIRED TO MEET ALL CODE REQUIREMENTS AROUND OTHER TRADES. D.CONTRACTOR WILL PROVIDE A RELIABLE MODEL A4 SPARE HEAD CABINET W/ A MINIMUM OF EACH TYPE OF SPRINKLER HEAD USED PER NFPA 13R W/ THE APPROPRIATE HEAD WRENCH FOR EACH HEAD USED, VERIFY. E.DRAINS WILL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH NFPA 13R. F.ALL PAINTING, IF REQUIRED, WILL BE DONE BY OTHERS. G.MAIN PIPING SHALL BE AS PER THE APPROPRIATE SECTIONS OF NFPA 13R; IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY W/ LOCAL AHJ WHERE DRY PRESSURIZED AIR HEADS VS WET HEADS ARE REQUIRED. BRANCH LINE PIPING SHALL BE AS PER THE APPROPRIATE SECTIONS OF NFPA 13R. H.PROVIDE & INSTALL WHITE POLYESTER RESIDENTIAL PENDANT SPRINKLER HEAD. I.PROVIDE & INSTALL ALL CONNECTORS, FITTINGS, HANGERS, ETC. J.IF THIS PROJECT HAS EXPOSED FIRE SUPPRESSION - STEEL REQUIRED; PROVIDE SHOP DRAWING OF LAYOUT FOR ARCHITECT APPROVAL. K.PROVIDE FUSIBLE LINK HEAD. UPRIGHT HEADS ARE IN THE CORRIDORS & DOWN OR SIDEWALL WITHIN THE UNITS -REQUIRED. L.PROVIDE BACKFLOW PREVENTOR AT FIRE RISER PER LOCAL AHJ REQUIREMENTS GENERAL NOTES - CODE INFO A.SEE A0.2 SCHEDULES FOR VERTICAL & HORIZONTAL ASSEMBLIES. B.ALL FIRE SUPPRESSION INCLUDING FIRE EXTINGUISHERS & CABINETS TO BE DESIGN BUILD. CONTRACTOR TO COORDINATE WITH LOCAL AHJ FOR REQUIREMENTS, QUANITIES, SIZING & PERMITTING. C.SEE A0.2s FOR PENETRATION REQUIREMENTS AT RATED ASSEMBLIES. ALL PLUMBING, STRUCTURAL & MECHANICAL PENETRATIONS THROUGH RATED ASSEMBLIES TO BE FIRE CAULKED. D.PROVIDE & INSTALL THE APPROVED FIRE DEPARTMENT CONNECTION LOCATION ON THE FACE OF BLDG AT THE LOCATION APPROVED BY LOCAL AHJ. CODE PLANS SHOW PROPOSED LOCATION BUT NOT CONFIRMED WITH AHJ. GENERAL CONTRACTOR & SUBCONTRACTOR REQUIRED TO COORDINATE THIS INFORMATION WITH THE FIRE SPRINKLER CONTRACTOR. E.PROVIDE & INSTALL A "FIRE EQUIPMENT" SIGN TO IDENTIFY THE ROOM CONTAINING THE FIRE RISER. SEE SIGNAGE PLAN. F.COORDINATE W/ THE FIRE ALARM CONTRACTOR TO PROVIDE APPROPRIATE SUPERVISION / NOTIFICATION UPON ACTIVATION OF THE WATER FLOW ALARM & TAMPER SWITCHES. G.THE UNDERGROUND SUPPLY SHALL BE INSTALLED IN ACCORDANCE WITH 2010 H.NFPA 13R CHAPTER 9. ACCEPTANCE TESTING, INCLUDING A HYDROTEST, IS TO BE WITNESSED BY THE FIRE MARSHAL OR FIRE INSPECTOR PRIOR TO CERTIFICATE OF OCCUPANCY. GENERAL CONTRACTOR TO COORDINATE. I.PROVIDE & INSTALL COMBINATION HARD WIRE CARBON MONOXIDE DETECTOR IN EVERY DWELLING UNIT IN HALL OUTSIDE OF BEDROOMS. PROVIDE & INSTALL HARD WIRED SMOKE DETECTORS IN EACH BEDROOM IN ALL DWELLING UNITS. COORDINATE ALL DETECTORS WITH FIRE ALARM NOTIFICATION PER ELECTRICAL DRAWINGS. J.SEE CODE PLANS FOR ADDITIONAL INFORMATION & REQUIREMENTS. K.SEE STRUCTURAL FOR ALL CONCRETE SLAB CONTROL JOINTS. L.IF RECESSED PORTABLE FIRE EXTINGUISHER IS ON A RATED WALL, G.C. MUST BUILD A FIRE RATED BOX TO RECESS INTO THE WALL w/ EXACT NUMBER OF 5/8" TYPE 'X' SHEETS IN ASSEMBLY. M.ALL EXPOSED DUCTS, RECIRC. LINES, WATER LINES, ETC. TO BE KEPT TIGHT TO WALLS AND CLT AND JACKETED SCALE :1 Roof Code Plan 3/32" = 1'-0"Building B N 4'-0" MIN 4'-0" MIN NO PENETRATION I-G 2 HR BELOW AREA 'B'AREA 'A' POD 1 POD 2 POD 3 1 HR WALL FOR 4'-0" MIN. 1 HR WALL FOR 4'-0" MIN. 1 HR WALL FOR 4'-0" MIN. 1 HR WALL FOR 4'-0" MIN. VENTED RIDGE,TYP CONT. VENTED SOFFIT, TYP UNLESS NOTED OTHERWISE 2 H O U R A R E A S E P A R A T I O N W A L L - F I R E B A R R I E R PE R 7 0 7 . 3 . 1 0 COR-A-VENT ROOF TO WALL VENTED IN-VENT ATTIC - MECH VENTILATED EXHAUST, TYP. LOCATE 3' BELOW THE RIDGE OR HIGH POINT PLUMBING VENT, TYP ATTIC ACCESS BELOW, TYP ATTIC AREA A = 1,332 SF 1 150 = 639 SQ IN INTAKE AND EXHAUST (UNDER 3,000 SF NO DRAFTSTOP REQ'D, SEE SECTIONS) ATTIC AREA B = 1,128 SF 1 150 = 541 SQ IN INTAKE AND EXHAUST (UNDER 3,000 SF NO DRAFTSTOP REQ'D, SEE SECTIONS) ATTIC AREA B = 1,128 SF 1 150 = 541 SQ IN INTAKE AND EXHAUST (UNDER 3,000 SF NO DRAFTSTOP REQ'D, SEE SECTIONS) ATTIC AREA A = 1,332 SF 1 150 = 639 SQ IN INTAKE AND EXHAUST (UNDER 3,000 SF NO DRAFTSTOP REQ'D, SEE SECTIONS) ATTIC AREA B = 1,128 SF 1 150 = 541 SQ IN INTAKE AND EXHAUST (UNDER 3,000 SF NO DRAFTSTOP REQ'D, SEE SECTIONS)VENTED RIDGE,TYP VENTED RIDGE,TYP VENTED RIDGE,TYP VENTED RIDGE,TYP ATTIC AREA A = 1,332 SF 1 150 = 639 SQ IN INTAKE AND EXHAUST (UNDER 3,000 SF NO DRAFTSTOP REQ'D, SEE SECTIONS) ATTIC AREA B = 1,128 SF 1 150 = 541 SQ IN INTAKE AND EXHAUST (UNDER 3,000 SF NO DRAFTSTOP REQ'D, SEE SECTIONS) ATTIC AREA A = 1,332 SF 1 150 = 639 SQ IN INTAKE AND EXHAUST (UNDER 3,000 SF NO DRAFTSTOP REQ'D, SEE SECTIONS) ATTIC AREA C = 831 SF 1 150 = 398 SQ IN INTAKE AND EXHAUST (UNDER 3,000 SF NO DRAFTSTOP REQ'D, SEE SECTIONS)VENTED RIDGE,TYP NO SOFFIT VENTING THIS AREA NO SOFFIT VENTING THIS AREA NO SOFFIT VENTING THIS AREA NO SOFFIT VENTING THIS AREA VENTED IN-VENT VENTED IN-VENT VENTED IN-VENT VENTED RIDGE,TYP VENTED RIDGE,TYPVENTED RIDGE,TYP ATTIC AREA C = 831 SF 1 150 = 398 SQ IN INTAKE AND EXHAUST (UNDER 3,000 SF NO DRAFTSTOP REQ'D, SEE SECTIONS) ATTIC AREA C = 831 SF 1 150 = 398 SQ IN INTAKE AND EXHAUST (UNDER 3,000 SF NO DRAFTSTOP REQ'D, SEE SECTIONS) ATTIC AREA C = 831 SF 1 150 = 398 SQ IN INTAKE AND EXHAUST (UNDER 3,000 SF NO DRAFTSTOP REQ'D, SEE SECTIONS) I-G 4 SIM A0.3a 4 SIM A0.3a 3 A0.3a 2 A0.3a 2 SIM A0.3a 2 A0.3a 1 TYP A0.3a 1 TYP A0.3a 1 TYP A0.3a 1 A4.1 2 A4.1 1 A4.2 2 SIM A4.2 2 A4.4 1 A4.4 1 SIM A4.3 2 A4.3 2 A4.5