Loading...
HomeMy WebLinkAboutSP20 - COVER SHEET_05-13-2020SS SS SS SS C. O . C. O . SS C. O . C. O . C. O . C. O . PRIVATE ACCESS ROAD 1 PRIVATE ACCESS ROAD 1 B C L 2 2 1 2 1 2 0 2 0 K 1 6 1 5 G 1 4 1 4 C L C L 1 1 1 1 1 0 1 7 8 F 1 3 1 3 1 2 1 2 76 4 1 5 3 9 9 1 8 1 9 1 9 2 ID LJCAHE D W D W D W D W D W D W D W D W E Q- 1 0 E Q- 9 1' - 6 " 2' - 0 " 8' - 4 2 3/ 3 2 " 16 ' - 0 " 26 ' - 0 " 26 ' - 0 " 16 ' - 0 " 6' - 0 " 5' - 0 " 5' - 0 " 40 ' - 0 " 2' - 0 " 12 ' - 6 " 5' - 0 " 22 ' - 6 " 40 ' - 4 2 3/ 3 2 " 3' - 0 " 12 ' - 1 " 9' - 2 " 8' - 9 " 3' - 3 " 3' - 3 " 8' - 9 " 9' - 2 " 12 ' - 1 " 3' - 0 " 6' - 0 " 6' - 0 " 3' - 0 " 23 ' - 6 1 / 2 " 6' - 5 1 / 2 " 14 ' - 6 " 5' - 0 " 22 ' - 6 " 16 ' - 0 " 26 ' - 0 " 10 ' - 0 " 16 ' - 0 " 26 ' - 0 " 12 ' - 0 " 26 ' - 0 " 16 ' - 0 " 10 ' - 0 " 26 ' - 0 " 14 ' - 0 " 2' - 0 " 3' - 6 " 3' - 6 " 20 0 ' - 0 " 72 ' - 6 " 2' - 0 " 2' - 0 " 6' - 8 3 / 4 " 2 1 / 4 " 5 1 / 2 " 24 ' - 3 " 24 ' - 0 " 24 ' - 3 " 3' - 0 " 4' - 0 " 3' - 0 " 2' - 0 1 / 4 " 3' - 0 " 2' - 0 1 / 4 " 3' - 0 " 4' - 0 " 3' - 0 " 3' - 4 " 3' - 6 1 / 4 " 3' - 6 7/ 3 2 " 6' - 1 0 " 1' - 1 1 / 4 " 4' - 0 " 1' - 4 " 1' - 6 " 5 " A2 1 1 2 A2 1 1 1 A2 1 0 A2 1 0 2 12A 3 1 0 2A 3 1 1 1A 3 1 0 1A 3 1 1 A4 2 0 1234 3A 3 1 0 A9 0 1 1 A9 0 1 2 A9 0 2 2 A9 0 2 1 U P U P 1 3 '- 6 " 8 '- 6 " 1 3 '- 6 " 8 '- 6 " 1 3 '- 6 " 8 '- 6 " 1 3 '- 6 " 8 '- 6 " 1 3 '- 6 " 8'- 6 " 2 2 '- 0 " 2 2 '- 0 " 1 8 '- 0 " 4 '- 0 " 2 2 '- 0 " 1 8 '- 0 " 4 '- 0 " 1 3 '- 6 " 8 '- 6 " 1 8 '- 0 " 4 '- 0 " U P U P U P U P U P U P D W D W D W D W D W D W U P U P DI ME N S I O N S RA MP U P W1 A101 1 SIM A ROOM TAG WINDOW NUMBER DOOR NUMBER DETAIL CALLOUT PLAN NOTE GRID HEAD NORTH ARROW PROJECT SYMBOLS SECTION HEAD WALL SECTION HEAD ROOM NAME 101 SPOT ELEVATION XXX 1 A101 SIM 1 A101 SIM X 1. AIA DOCUMENT A201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION APPLIES TO THIS PROJECT AND SHALL BE INCORPORATED IN THE SERVICES PROVIDED BY THE GENERAL CONTRACTOR. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT. 3. USE WRITTEN DIMENSIONS. DO NOT SCALE DRAWINGS. WHERE NO DIMENSION IS PROVIDED, CONSULT THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTING, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY AN ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF WALLS, CEILING, AND FINISH MATERIALS. 5. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH MECHANICAL, ELECTRICAL, AND PLUMBING. 6. ALL MATERIALS AND FINISHES ARE TO BE AS SPECIFIED, OR PRE -APPROVED EQUAL. 7. SUBSTITUTIONS SHALL BE BY APPROVAL PRIOR TO THE BID, OR INDICATED AS A LINE ITEM ON THE BID AS AN ALTERNATE TO THE BASE BID. SEE SPECIFICATIONS IF AND WHEN APPLICABLE. 8. CONTRACTOR IS TO USE WATER -RESISTANT GYPSUM WALL BOARD IN ALL WET SPACES (RESTROOMS, JANITORIAL AREAS, MECHANICAL/PLUMBING ROOMS, FOOD SERVICE ROOMS, ETC.) 9. CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS, SHOWING ANY CHANGES TO PLANS, ELEVATIONS, SYSTEMS, DIMENSIONING, ETC. GENERAL PROJECT NOTES PROJECT DIRECTORY OWNER : LAND LINK LLC P.O.BOX 11811 BOZEMAN, MT 59719 (406) 579 -9275 CONTACT: CHRIS FORTIN ARCHITECT : BECHTLE ARCHITECTS 4515 VALLEY COMMONS DRIVE #201 BOZEMAN, MT 59718 (406) 585 -4161 CONTACT: SCOTT BECHTLE CIVIL ENGINEER: C&H ENGINEERING 1091 STONERIDGE DR. BOZEMAN, MT 59718 (406) 585 -1115 CONTACT: MATT HAUSAUER STRUCTURAL ENGINEER: AE DYNAMICS 37 SPANISH PEAK DR. BOZEMAN, MT 59718 (406) 763 -6375 CONTACT: SCOTT HIGGINBOTHAM LANDSCAPE ARCHITECT: WGM GROUP 5 WEST MENDENHALL ST. STE# 202 BOZEMAN, MT 59715 (406) 728 -4611 CONTACT: LESSA RACOW MECHANICAL ENGINEER: SE ENGINEERS 5 WEST CLARA COURT BOZEMAN, MT 59719 (406) 600 -8796 CONTACT: BILL EDDEN PROJECT SITE: 1595 N. 25TH AVE. BOZEMAN, MT 59715 CODE INFORMATION: APPLICABLE CODES: (STATE OF MONTANA) -INTERNATIONAL BUILDING CODE, 2018 EDITION -INTERNATIONAL RESIDENTIAL CODE, 2018 EDITION -UNIFORM PLUMBING CODE, 2018 EDITION -INTERNATIONAL MECHANICAL CODE, 2018 EDITION -INTERNATIONAL FUEL GAS CODE, 2018 EDITION -NATIONAL ELECTRICAL CODE, 2018 EDITION -INTERNATIONAL ENERGY CONSERVATION CODE, 2012 EDITION -NFPA 70, 2018 EDITION ZONING: R4 FIRE SPRINKLERS: YES BUILDING CONSTRUCTION TYPE: VB BUILDING OCCUPANCY TYPE: R -2 ALL DWELLING UNITS UNITS SHALL BE TYPE 'B' AS DEFINED IN 2018 IBC AND 2009 ICC/ANSI A117.1 ALLOWABLE BUILDING HEIGHT: 34 FEET ACTUAL BUILDING HEIGHT: 34 FEET GROSS SITE: 67,024 SF OR 1.5387 ACRES F.A.R.: 18 PLEX -1:.408 7 PLEX -1:.246 TOTAL: 1:.654 DENSITY PER ACRE: (18+7)/1.5387 = 16.25 UNITS/ACRE BUILDING AREA: MAIN LEVEL: 9,197 SF SECOND LEVEL: 9,069 SF THIRD LEVEL: 9,069 SF TOTAL: 27,335 SF LIVABLE AREA: MAIN LEVEL: 7,919 SF SECOND LEVEL: 7,919 SF THIRD LEVEL: 7,919 SF TOTAL: 23,757 SF PROJECT INFORMATION LIST OF ABBREVIATIONS AP ACCESS PANEL ACT ACOUSTIC CEILING TILE ALT ALTERNATE AB ANCHOR BOLT ANGLE APPD APPROVED APPR APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT @ AT AVE AVERAGE BM BEAM BRG BEARING BM BENCH MARK BLKG BLOCKING BD BOARD BS BOTH SIDES BOT BOTTOM BRK BRICK DS DOWN SPOUT D DRYER EA EACH E EAST ELEC ELECTRIC EL ELEVATION EQ EQUAL EQUIP EQUIPMENT EXIST EXISTING EXT EXTERIOR FT FEET FIN FINISH FF FINISHED FLOOR FE FIRE EXTINGUISHER FIX FIXTURE FL FLOOR FD FLOOR DRAIN FT FOOT FTG FOOTING MATL MATERIAL MAX MAXIMUM MTL METAL MIN MINIMUM MISC MISCELLATNEOUS MOD MODULAR MECH MECHANICAL NOM NOMINAL N NORTH NTS NOT TO SCALE NO NUMBER OC ON CENTER OPNG OPENING OPP OPPOSITE OVHD OVERHEAD PTD PAINTED PNL PANEL PTN PARTITION PERM PERMANENT SERV SERVICE SHT SHEET SHTHG SHEATHING SIM SIMILAR S SOUTH SPEC SPECIFICATION SQ SQUARE STD STANDARD STL STEEL STG STROAGE STRUCT STRUCTURAL SYS SYSTEM THRU THROUGH T&G TONGUE AND GROOVE TR TREAD TYP TYPICQAL UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD VP VENT PIPE BLDG BUILDING CAB CABINET CLG CEILING CL CENTER LINE CC CENTER TO CENTER CER CERAMIC CIR CIRCLE CLR CLEAR COL COLUMN CONC CONCRETE CMU CONCRETE MASONRY UNIT CONST CONSTRUCTION CONT CONTINUE CT CERAMIC TILE DP DAMP ROOFING DIA DIAMETER DIM DIMENSION DW DISHWASHER DN DOWN FND FOUNDATION GALV GALVANIZE GA GAGE GL GRADELINE GWB GYPSUM WALL BOARD HDWD HARDWOOD HT HEIGHT HOR HORIZONTAL HB HOSE BIB IN INCH INSUL INSULATION INT INTERIOR JT JOINT JST JOIST LAM LAMINATE LAV LAVATORY LG LENGTH LT LIGHT MFG MANUFACTURING PERP PERPENDICULAR PL PLATE PLMB PLUMBING PT POINT LB POUND PSI POUNDS PER SQUARE INCH PREFAB PREFABRICATED QTY QUANITITY R RADIUS REF REFRIGERATOR REG REGISTER REINF REINFORCE REQD REQUIRED REV REVISION R RISER RFG ROOFING RM ROOM SCHED SCHEDULE SECT SECTION VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD WTP WATERPROOFING WP WEATHERPROOF WH WEEPHOLE WT WEIGHT W WEST W WIDTH WDW WINDOW WG WIRE GLASS W/O WITH OUT WD WOOD WM WASHING MACHINE PROJECT SITE TSCHACHE LN OAK ST. N. 2 7 T H A V E . VICINITY MAP THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED BY BEC HTLE ARCHITECTS WITH FULL KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT RE VIEW FOR COMPLIANCE WITH, NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL AMERICANS WITH DISABI LITIES ACT OF 1990, THE REHABILITATION ACT OF 1973, THE FAIR HOUSING AMENDMENTS ACT OF 1 988, TITLE 49, CHAPTER 2, COMMONLY KNOW AS THE MONTANA HUMAN RIGHTS ACT, OR OTHER SIMILAR FEDERAL, STATE, OR LOCAL LAWS, THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY HOUSING. ADA CERTIFICATION 18 UNIT: 2 BR (15) = 30 SPACES BIKE RACKS REQUIRED 10% OF 34 = 3.4 1 BR (3) = 4.5 SPACES BIKE RACKS PROVIDED = 7 REQUIRED: 18 UNIT = 34 SPACES PROVIDED: 35 SPACES (2) ACCESSIBLE PARKING CALCULATIONS BOZEMAN, MONTANA PALISADES 18 UNIT HOUSE HOLD An y u n a u t h o r i z e d r e p r o d u c t i o n o r u s e o f t h i s i n f o r m at i o n w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f B e c h tl e A r c h i t e c t s i s a v i o l a t i o n o f U . S . c o p y r i g h t l a w s. C o p y r i g h t © 2 0 2 0 B e c h t l e A r c h i t e c t s JOB: 45 1 5 V a l l e y C o m m o n s D r i v e # 2 0 1 Bo z e m a n , M T 5 9 7 1 8 40 6 . 5 8 5 . 4 1 6 1 p h 4 0 6 . 5 8 5 . 6 9 1 9 f a x B E C H T L E A R C H I T E C T S 5/ 1 5 / 2 0 2 0 1 2 : 4 2 : 5 8 P M PA L I S A D E S 1 8 H H BO Z E M A N , M O N T A N A 2002 SP20 COVER SHEET SIRE PLAN REVIEW MAR. 31, 2020 SITE PLAN ARCHITECTURAL SP20 COVER SHEET 05/13/20 SP21 MAIN FLOOR PLAN 05/13/20 SP22 SECOND FLOOR PLAN 05/13/20 SP23 THIRD FLOOR PLAN 05/13/20 SP24 ROOF PLAN 05/13/20 SP25 EXTERIOR ELEVATIONS 05/13/20 SP26 EXTERIOR ELEVATIONS 05/13/20 SP27 COLOR ELEVATIONS 05/13/20 SP28 COLOR ELEVATIONS 05/13/20 REVISION SCHEDULE No. Description Date 1 SPRC 5.13.20 1 5.13.20