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Home My WebLink About1G100CoverA101 11 11 11 11 ELEVATION MARKER SHEET DETAIL NUMBER ANNOTATION LEGEND HEIGHT MARKER VIEW NAME SCALE SHEETS DTL VIEW TITLE DIRECTION OF NORTH (SHOWN ON PLANS ONLY) LEVEL ELEVATION LEVEL MARKER GRID ROOM NAME Rm # ROOM TAG EXIT EXIT SYMBOL DIRECTION OF EXIT #2 # 1 ROOF SLOPE SYMBOL RUN RISE 12 3.5 ALIGN SYMBOL FLOOR FINISH TRANSITION SYMBOL 222W DOOR TAG 1 REVISION TAG ##.#.1.A PARTITION TYPE TAG 1t WINDOW TAG 1 A101 SIM DETAIL TAG DETAIL NUMBER SHEET NUMBER 1 A101 SIM WALL SECTION TAG DETAIL NUMBER SHEET NUMBER 1 A101 SIM BUILDING SECTION TAG DETAIL NUMBER SHEET NUMBER 1 A101 SIM CENTERLINE SYMBOL DIMENSION CLEAR BETWEEN FINISH FACES 2'-5 1/8" A101 1 SIM CALLOUT TAG 0 GENERAL NOTES 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND M ATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED O F ANY DISCREPANCY PRIOR TO CONTINUING WITH WORK. 3. GENERAL CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE IN A BROOM CLEAN CONDITION AT ALL TIMES DURING THE PROJECT 4. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS HE OR SHE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERROR AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHI TECT. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT. 5. ALL REQUIRED CITY AND/OR COUNTY LICENSE SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL TRADE. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED BY LOCAL LAWS, ORDINANCES AND REGULATIONS PERTAINING TO THIS WORK. 6. SHOP DRAWINGS ARE TO BE CHECKED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING FOR ARCHITECT/ENGINEER REVIEW. GE NERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND DETAILS FOR EACH SUBCONTRACTOR. THE ARCHITE CT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'S REVIEW OF A SEPARAT E ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 8. CITY APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT BE USED BY WORKERS. THE CONTRACTOR SHALL BE RESPONSIBLE TH AT ALL SUBCONTRACTORS' CONSTRUCTION SETS REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE C OMPLETE SET OF STAMPED CITY APPROVED PLANS WITH ALL REVISIONS, ADDENDUMS, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT AND MUST BE MADE AVAILABLE TO BUILDING AND FIRE INSPECTIONS FOR REFERENCE DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL REQUIRED INSPECTIONS FROM THE APPROPRIATE REGULATORY AGENCIES. 10. CONTRACTOR SHALL SUBMIT COPIES OF INSPECTION REPORTS FOR ALL REQUIRED INSPECTIONS TO THE ARCHITECT AND ENGINEERS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETI ON. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 13. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF AN Y CONSTRUCTION UNTIL ALL FINAL LATERAL AND VERTICAL LOAD CARRYING SYSTEMS ARE COMPLETED. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHI P WHICH SHALL APPEAR WITHIN ONE (1) YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 15. CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR MOUNTING ALL WALL MOUNTED SHELVES, EQUIPMENT, ACCESSORIES, CABINETS , ETC. 16. CONTRACTOR TO PROTECT ALL TREES AND ROOTS NOT SLATED FOR REMOVAL DURING CONSTRUCTION. 17. GENERAL CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF STAGING AREA AND TO ENSURE THAT MATERIALS DELIVERY AND STORAGE DOES NOT INT ERFERE WITH DAILY OPERATION OF ADJACENT PROPERTIES OR PUBLIC RIGHT OF WAY 18. GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION STAKING. 19. ALL DIMENSIONS ARE TAKEN FROM F.O. STUD OR COLUMN CL. U.N.O. 20. ALL DOOR/WINDOW DIMENSIONS ARE TO WINDOW CL. IF NO CL DIMENSION IS SHOWN FOR A PARTICULAR DOOR/WINDOW TYPE, SEE SCHEDULE AND DOOR/WINDOW DETAILS FOR TYPICAL INSTALLATION DETAIL. 21. GENERAL NOTES SHALL NOT SUBSTITUTE FOR SPECIFICATIONS. CONFLICTS BETWEEN THE TWO SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S NOTICE OR THE STRICTER CRITERIA SHALL BE USED. 22. THIS PROJECT HAS BEEN DESIGNED AND DEVELOPED WITH ALL LOCAL, STATE, AND FEDERAL ADA REQUIREMENTS FOR COMMERCIAL CONSTRUCTION. PARCEL AND SITE COVERAGE INFORMATION: • ZONING DISTRICT: • RESIDENTIAL OFFICE (R -O) • PARCEL SIZE: • 0.2637 ACRE; 11,486 SF • PARKING REQUIREMENTS: (DEVELOPED & BUILT BY PUD MASTER DEVELOPER) • REQUIRED PARKING CALCULATION = 6,000 SF X 85% @ 1 PER 250 SF • PARKING STALLS REQ'D = 20 • ADA PARKING SPACES REQ'D= 1 • PARKING STALL PROVIDED = 20 • ADA PARKING SPACES PROVIDED = 2 • DENSITY AND FLOOR AREA RATIO BREAKDOWN: • FAR: .52 • BUILDING AREA: • 6,000 SF; 52% OF SITE • DRIVEWAY CIRCULATION AND PARKING AREAS: • 0 SF, PUD PAD SITE • SEMIPUBLIC LAND AREAS OPEN SPACE: • 0 SF, PUD PAD SITE • LANDSCAPE AREAS: • 4,315 SF; 37% OF SITE • PUBLIC STREET RIGHT OF WAY: • 0 SF, PUD PAD SITE PROJECT SITE RESIDENTIAL OFFICE COMMUNITY BUSINESS URBAN MIXED USE BUSINESS PARK RESIDENTIAL HIGH DENSITY RESIDENTIAL OFFICE BUSINESS PARK CITY LIMIT BUILDING OWNER: BLACK DIRT -LLC 2320 W. MAIN ST, SUITE 6 BOZEMAN, MONTANA 59718 (406) 920 -1029 ANDY ROWE ANDY@ALPENGLOWBUILD.COM GENERAL CONTRACTOR: (TBD) CONTRACTOR NAME CONTRACTOR ADDRESS BOZEMAN, MT 59718 (XXX) XXX -XXXX INDIVIDUAL'S NAME EMAIL ARCHITECT: 45 ARCHITECTURE 1216 W LINCOLN ST, SUITE D BOZEMAN, MONTANA 59715 (406) 577 -2345 JEFF LUSIN, PRINCIPAL -IN -CHARGE JLUSIN@45ARCH.COM MARTINA PARRISH, PROJECT MANAGER MPARRISH@45ARCH.COM STRUCTURAL ENGINEER: JOHNSTON STRUCTURAL ENGINEERING 152 WEST SHORT ST BOZEMAN, MONTANA 59715 (406) 585 -2939 LARRY JOHNSON LARRY@JOHNSONENGINEER.COM CIVIL ENGINEER: HEADWATERS ENGINEERING 190 NORTHSTAR LN BOZEMAN, MONTANA 59718 (406) 581 -5730 JEREMY MAY JMAY@HEADWATERSMT.NET LANDSCAPE ARCHITECT: CASHMAN'S NURSERY & LANDSCAPING 2055 SPRINGHILL RD BOZEMAN, MT 59718 406 -587 -3406 -1 MATTHEW KELLER DESIGN3@CASHMANNURSERY.COM PROJECT TEAM THE RIDGE LOT 7A -SHELL 4351 FALLON ST, BOZEMAN MT 59718 RIDGE ATHLETIC CLUB SUB, S10, T02 S, R05 E, LOT 7A, PLAT J -465 -A DEVELOPMENT REVIEW 10/01/2021 AB ACI ACP AD ADDT ’L ADJ AFF AFG AHU ALT ALUM ARCH ASPH ASSY ASTM ANCHOR BOLT AMERICAN CONCRETE INSTITUTE ACOUSTIC CEILING PANEL AREA DRAIN ADDITIONAL AJUSTABLE ABOVE FINISHED FLOOR ABOVE FINAL GRADE AIR HANDLING UNIT ALTERNATE ALUMINUM ARCHITECT, ARCHITECTURAL ASPHALT ASSEMBLY AMERICAN SOCIETY OF TESTING & MATERIALS A B BD BG BLDG BLKG BM B.O. BOT BRK BR&S BSMT BTWN BOARD BELOW GRADE BUILDING BLOCKING BEAM BOTTOM OF BOTTOM BRICK BACKER ROD AND SEALANT BASEMENT BETWEEN CABT CT CIP C/L or CL CJ CLG CLR CMU C.O. COL COMM CONC CONFIG CONST CONT CONTR COORD CORR CPT CABINET CERAMIC TILE CAST -IN -PLACE CENTER LINE CONTROL JOINT CEILING CLEAR CONCRETE MASONRY UNIT CLEANOUT COLUMN COMMUNICATIONS CONCRETE CONFIGUATION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CORRIDOR CARPET C D DBL DEFS DN DET DF DIA DIM DP DR DS DTL DW DWG DOUBLE DIRECT -APPLIED EXTERIOR FINISH SYSTEM DOWN DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DAMPERPROOFING DOOR DOWNSPOUT DETAIL DISHWASHER DRAWING E EA EIFS EJ ELEC ELEV or EL ENCL EPS EQ EQUIP EXIST or (E) EXT EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELECTRIC/ELECTRICAL ELEVATION ENCLOSURE EXPANDED POLYSTYRENE INSUL BD EQUAL EQUIPMENT EXISTING EXTERIOR F FD FDN FE FEC FF FIN FL or FLR FLRG FDTN F.O. FOS FR FRM FRMG FRP FT FTG FTN FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR FINISHED FLOOR FLOORING FOUNDATION FACE OF FACE OF STUD FIRE RATED FRAME/FRAMED FRAMING FIBERGLASS REINFORCED PLASTIC FOOT/FEET FOOTING FOUNTAIN G GA GALV. GFCI GL GLB GLZ GWB GWB -P GAUGE GALVANIZED GROUND FAULT CIRCUIT INTERRUPTER GLUE LAMINATED GLU LAM BEAM GLASS/GLAZING GYMPSUM WALL BOARD GYPSUM WALL BOARD PAINTED H H HB HC HDWRE HDR HM HORIZ HR HS HT HVAC HVY HWH HIGH HOSE BIB HANDICAPPED ACCESSIBLE HARDWARE HEADER HOLLOW METAL HORIZONTAL HANDRAIL HOLLOW STEEL HEIGHT HEATING, VENTILATION, & AIR COND. HEAVY HOT WATER HEATER I IGU INCL INDIC. INSUL INT INSULATED GLASS UNIT INCLUDE, INCLUDING INDICATE(D) INSULATION INTERIOR J JC JST JANITOR CLOSET JOIST L L LAV LOC LT LONG/LENGTH LAVATORY LOCATION/S LIGHT M MAS MAX MECH MEZZ MFR MIN MIR MISC MLWK MO MTD MTL MASONRY MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MINIMUM MIRRO MISCELLANEOUS MILLWORK MASONRY OPENING MOUNTED METAL N (N) NO or # NIC NTS NEW NUMBER NOT IN CONTRACT NOT TO SCALE O OC O.D. OH OP OWSJ ON CENTER OUTER DIMENSION OVERHEAD OPERABLE OPEN WEB STEEL JOIST P PART ’N PC PERF PERP PL P-LAM PLYWD PMR PTG/PTD PNL PREFAB PREFIN PT PTD PARTITION PRECAST PERFORATED PERPENDICULAR PLATE/PROPERTY LINE PLASTIC LAMINATE PLYWOOD PER MNFR. RECOMMENDATION PAINTING / PAINTED PANEL PREFABRICATED PREFINISISHED PRESSURE TREATED PAPER TOWEL DISPENSER R RA RAD RD REF REFL REFR REINF REQD REQMT RESIL RET REV RFG RI RM RO RETURN AIR RADIUS ROOF DRAIN REFERENCE REFLECTIVE REFRIDGERATOR REINFORCING REQUIRED REQUIREMENT RESILIENT RETAINING REVISION ROOFING RIGID INSULATION ROOM ROUGH OPENING S SAM SCHED SD SECT SF SG SHLVS SHWR SIM SJ SM SMD SPEC SQ SS SSD STL STD STOR STRS STRUCT SURF SUSP SUBFLR SV SELF -ADHERING MEMBRANE SCHEDULE SOAP DISPENSER SECTION SQUARE FOOT SAFETY GLAZING SHELVES SHOWER SIMILAR SEISMIC JOINT SHEET METAL SEE MECHANICAL DRAWINGS SPECIFICATION SQUARE STAINLESS STEEL SEE STRUCTURAL DRAWINGS STEEL STANDARD STORAGE STAIRS STRUCTURE/STRUCTURAL SURFACE SUSPENDED, SUSPENSION SUBFLOOR SHEET VINYL T T&G TEL TERR TG THK T.O. TR TS TX TYP TONGUE & GROOVE TELEPHONE TERRAZZO TEMPERED GLASS THICK TOP OF TREAD TUBULAR STEEL TEXTURED TYPICAL UNFIN UNO UTIL U UNFINISHED UNLESS NOTED OTHERWISE UTILITY V VB VCT VCB V/VERT VFY VIF VR VAPOR BARRIER VINYL COMPOSTION TILE VINYL COVE BASE VERTICAL VERIFY VERIFY IN FIELD VAPOR RETARDER W W W/ WC WD WDW WF WP WRB WSP WT WWF WIDE WITH WATER CLOSET WOOD WINDOW WIDE FLANGE WATERPROOF, WATER PROOFING WEATHER RESISTIVE BARRIER WET STANDPIPE WEIGHT WELDED WIRE FABRIC Y YD YARD SHEET # SHEET NAME DVPMT REVIEW 10-01-2021 REVISION GENERAL SG0.00 SHELL COVER ■ CIVIL C1 EXISTING CONDITIONS ■ C2 CIVIL / SITE / UTILITY PLAN ■ C3 GRADING PLAN ■ C4 DETAILS ■ LANDSCAPE L1 LANDSCAPE SITE PLAN ■ IRRIGATION I1 IRRIGATION PLAN ■ ARCHITECTURAL SA0.10 SHELL ARCHITECTURAL SITE PLAN ■ SA1.00 SHELL FLOOR & ROOF PLAN ■ SA1.01 SHELL EXT SOFFIT PLAN ■ SA2.00 SHELL EXT ELEVATIONS ■ SA2.01 SHELL EXT ELEVATIONS COLOR ■ SA3.00 SHELL BUILDING SECTIONS ■ SA6.00 SHELL DOOR & WINDOW INFORMATION / DETAILS ■ ELECTRICAL E1 LIGHTING PHOTOMETRICS PLAN ■ 1" = 300'-0" SG0.00 VICINITY MAPS 1 Date: 45 Arch Project Number: Sheet Name AL L D R A W N A N D W R I T T E N I N F O R M A T I O N A P P E A R I N G S H A L L N OT B E D U P L I C A T E D , D I S C L O S E D O R O T H E R W I S E U S E D W I T H O UT T H E W R I T T E N C O N S E N T OF 4 5 A R C H I T E C T U R E . Co n s u l t a n t N O T F O R C O N S T R U C T I O N 1216 W Lincoln Street, Suite D Bozeman, Montana 59715 (406) 577-2345 www.45arch.com REVISIONS 10 / 2 0 / 2 0 2 1 2 : 2 3 : 2 7 P M SG0.00 SHELL COVER TH E R I D G E L O T 7 A SEPTEMBER 20, 2021 21025 TB D F A L L O N S T , B O Z E M A N M T 5 9 7 1 8 BL A C K D I R T , L L C SH E L L NO. DESCRIPTION DATE