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HomeMy WebLinkAboutPLANS - 18-00534 - Thomson Farms 2 Story - New MFRPR O J E C T T E A M PROJECT INFORMATION DRAWING INDEX for: AR C H I T E C T URBAN DESIGN GROUP, LLC PO BOX 0000 Mapleton, UT 84664 T: 801.209.6814 WWW.URBANDG.COM CONTACT: JOEL BRINGHURST joel@urbandg.com OW N E R ST R U C T U R A L EN G I N E E R ME C H A N I C A L & PL U M B I N G E N G I N E E R u d g BUILDING CODE SUMMARY DEFERRED DESIGN SUBMITTALS USE AND OCCUPANCY CLASSIFICATION (IBC CHP3): RESIDENTIAL GROUP R-2 (SECTION 310.4) SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY (IBC CHP4): SEPARATION WALLS (SECTION 420.2): REQUIRED BETWEEN DWELLING UNITS IN ACCORDANCE WITH SECTION 708. HORIZONTAL SEPARATION (SECTION 420.3): REQUIRED BETWEEN DWELLING UNITS IN ACCORDANCE WITH SECTION 711. AUTOMATIC SPRINKLER SYSTEM (SECTION 420.5): REQUIRED IN ACCORDANCE WITH SECTION 903.2.8. NFPA 13R AUTOMATIC SPRINKLERS IN ACCORDANCE WITH SECTION 903.3.1.2 SMOKE DETECTION AND FIRE-ALARM SYSTEMS (SECTION 420.6): REQUIRED IN ACCORDANCE WITH SECTIONS 907.26, 907.2.8, 907.2.9 AND 907.2.11 GENERAL BUILDING HEIGHTS AND AREAS (IBC CHP5): 504.3: ALLOWABLE HEIGHT: 60 FEET 504.4: ALLOWABLE STORIES: 3 STORIES ALLOWABLE AREA: 7,000 S.F. + FRONTAGE INCREASE = FRONTAGE INCREASE (SECTION 506.3): Aa={At+[At*If]} Aa = ALLOWABLE AREA At = TABULAR AREA PER STORY PER TABLE 503: 7,000 S.F. If = [F/P-0.25]W/30 F = BUILDING PERIMETER (FEET) THAT FRONTS PUBLIC WAY OR OPEN SPACE 30 FEET OR GREATER: P = TOTAL BUILDING PERIMETER (FEET): W = WIDTH OF PUBLIC WAY: >20 FT < 30 FT = 20 FEET, =/> 30 FEET = If = [ 499'/ 499' - 0.25] 30/30 = 0.75 Aa = {7,000 + [7,000* ]} * Sa =36,7500 SQUARE FEET TOTAL BUILDING AREA TYPES OF CONSTRUCTION (IBC CHP6): CONSTRUCTION TYPE: V-B FIRE-RESISTANCE RATING REQUIREMENTS: PRIMARY STRUCTURAL FRAME:0 HOUR BEARING WALLS:EXTERIOR:0 HOUR INTERIOR:0 HOUR (EXCEPT WHERE REQUIRED PER 420.2) NON-BEARING WALLS AND PARTITIONS (SECTION 602): INTERIOR:0 HOUR EXTERIOR:0 HOUR IF SEPARATION DISTANCE IS = OR > 10 FT FLOOR CONSTRUCTION AND SECONDARY MEMBERS:0 HOUR ROOF CONSTRUCTION AND SECONDARY MEMBERS:0 HOUR FIRE AND SMOKE PROTECTION FEATURES (CHP7): FIRE RESISTANCE RATING (SECTION 708.3) FIRE PARTITIONS: 30 MIN. PER E#2 WITH SPRINKLERS, 1 HOUR WITHOUT SPRINKLERS CORRIDOR WALLS: 30 MIN. PER TABLE 1020.1 WITH FIRE SPRINKLER SYSTEM 903.3.1.2 CONTINUITY (SECTION 708.4): PARTITIONS TO EXTEND FROM FOUNDATION TO UNDERSIDE OF ROOF SHEATHING HORIZONTAL ASSEMBLIES (SECTION 711.2.4.3): 1 HOUR REFER TO 707.3.10 FOR FIRE AREA SEPARATIONS (707.3.10) FOR SINGLE OCCUPANCY PENETRATIONS (714): DUCTS AND AIR-TRANSFER OPENINGS (SECTION 714.1.1) : REFER TO SECTION 717. (716.5) DOORS IN FIRE PARTITION CORRIDOR WALLS @ 0.5 HOUR RATING: 20 MINUTES FIREBLOCKING AND DRAFTSTOPPING: SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS IN ACCORDANCE WITH SECTION (SECTION 718), CONCEALED SPACES. FIRE PROTECTION SYSTEMS (CHP9): AUTOMATIC SPRINKLER SYSTEM REQUIRED IN GROUP R (SECTION 903.2.8) NFPA 13 R AUTOMATIC SPRINKLER SYSTEM REQUIRED (SECTION 903.3.1.2) FIRE ALARM SYSTEMS AND SMOKE ALARMS REQUIRED (SECTIONS 907.2.9.1 THRU 907.2.9.3). MEANS OF EGRESS (CHP10): OCCUPANT LOAD: 200 GROSS RESIDENTIAL (TABLE 1004.1.2), REFER TO AREA PLANS OR SPECIFIC UNIT PLANS FOR UNIT AREAS MAXIMUM OCCUPANT LOAD PER UNIT (1015.1): 20 NUMBER OF REQUIRED EXITS (TABLE 1021.2): =\< 3 STORIES = 1, > 3 STORIES = 2 ACCESSIBILITY (IBC CHP11): GROUP R-2 APARTMENT HOUSES / CONDOMINIUMS (1107.6.2.1 + COMMENTARY) TOTAL UNITS IN PHASE: ACCESSIBLE UNIT TYPES LISTED IN ORDER OF MOST STRINGENT TO LEAST: •ACCESSIBLE UNITS: N/A FOR APARTMENT HOUSES / CONDOMINIUMS REQUIRED NUMBER OF ACCESSIBLE UNITS: N/A RATIO OF ACCESSIBLE UNITS WITH ROLL-IN SHOWERS / WITHOUT: N/A• TYPE 'A' UNITS: 2% BUT NOT LESS THAN ONE = - NUMBER & RATIO PERTAIN TO EA. CONSTRUCTION PHASE (1107.6.2.1.1 (e)#1 + COMMENTARY) - MUST BE DISPERSED ACCROSS UNIT TYPES (1 BEDROOM, 2 BEDROOM ETC.) (1107.6.2.1.1) - MAY BE DISPERSED AMONG MULTIPLE BUILDINGS OR LOCATED IN A SINGLE BUILDING CLOSEST TO AMMENITIES (1107.6.2.1.1 COMMENTARY)• TYPE 'B' UNITS: WHERE FOUR OR MORE DWELLING UNITS EXIST IN SINGLE STRUCTURE THAN ALL UNITS ARE REQUIRED TO BE TYPE 'B' MINIMUM (1107.6.2.1.2) - EXCEPTIONS (1107.6.2.2.2 (e)):- STRUCTURES WITHOUT ELEVATORS (1107.7.1): - ADDITIONAL STORIES ABOVE PLANNED GRADE-LEVEL NOT REQUIRED TO BE ACCESSIBLE (1107.7.1.2) - MULTI-STORY DWELLING UNITS (WHERE A UNIT CONTAINS MULTIPLE STORIES) ARE NOT REQUIRED TO BE TYPE 'B' (1107.7.2) - SITE IMPRACTICALITY (1107.7.4) MAY BE CAUSE FOR REDUCTION BASED ON CRITERIA AS OUTLINED IN SECTION 1107.7.4 PARKING (SECTION 1106): WHERE TYPE A OR B UNITS ARE REQUIRED: 2% OF PARKING STALLS (NOT LESS THAN ONE OF EACH TYPE, INCLUDING INDIVIDUAL OR PRIVATE GARAGES (PER 2012 INTERNATIONAL CODE INTERPRETATIONS) SOUND TRANSMISSION REQUIREMENTS (CHP12, SECTION 1207): WALLS, PARTITIONS, FLOOR / CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR PUBLIC SPACES: 50 STC MINIMUM DWELLING UNIT ENTRANCE DOORS: "TIGHT FITTING TO FRAME AND SILL" 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL FUEL AND GAS CODE (IFGC) 2014 NATIONAL ELECTRICAL CODE (NEC) 2009 AMERICAN NATIONAL STANDARDS FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ANSI / ICC A117.1) LOCAL CODES AND REGULATIONS APPLICABLE CODES: PER IBC 107.3.4.1 DEFERRED SUBMITTALS. THE FOLLOWING SUBMITTALS ARE TO BE DEFERRED AND SUBMITTED BY THE GENERAL CONTRACTOR: •TRUSS DESIGN EL E C T R I C A L EN G I N E E R PROJECT COVER SHEET AND INDEX A0.0 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS - 09.21.2018 THOMSON FARMS APARTMENTS STILLWATER EQUITY PARTNERS, LLC STILLWATER EQUITY PARTNERS, LLC - STRUCTURAL S101 GENERAL STRUCTURAL NOTES S201 FOOTING AND FOUNDATION PLAN S202 LEVEL 2 FLOOR FRAMING PLAN S204 ROOF FRAMING PLAN S301 SCHEDULES S502 FOOTING AND FOUNDATION DETAILS S601 FLOOR FRAMING DETAILS S602 S701 - PLUMBING P1.0 FOUNDATION PLUMBING FLOOR PLAN P1.1 OVERALL LEVEL 1 PLUMBING FLOOR PLAN P1.2 OVERALL LEVEL 2 PLUMBING FLOOR PLAN P2.1 LARGE SCALE PLUMBING FLOOR PLANS - MECHANICAL M1.1 OVERALL LEVEL 1 MECHANICAL FLOOR PLAN M1.2 M2.1 M2.2 M3.0 - ARCHITECTURAL A0.0 PROJECT COVER SHEET AND INDEX A0.1 ABBREVIATIONS, SYMBOLS AND LEGENDS A0.2 CODE DIAGRAMS A0.3 AREA PLANS A1.1 OVERALL ARCHITECTURAL SITE PLAN A2.1 OVERALL LEVEL 1 FLOOR PLAN A2.2 OVERALL LEVEL 2 FLOOR PLAN A2.4 OVERALL ROOF LEVEL PLAN A2.5 OVERALL LEVEL 1 REFLECTED CEILING PLAN A2.6 OVERALL LEVEL 2 REFLECTED CEILING PLAN A3.1 OVERALL EXTERIOR ELEVATIONS A3.2 OVERALL EXTERIOR ELEVATIONS A3.3 EXTERIOR BUILDING BREEZEWAY ELEVATIONS A3.5 ENLARGED BREEZEWAY PLANS A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.5 WALL SECTIONS A4.6 WALL SECTIONS A5.1 DOOR AND WINDOW SCHEDULES A5.5 WALL TYPES A5.6 STAIR SECTIONS AND DETAILS A6.1 ENLARGED UNIT PLANS, 2 BED 2 BATH (UNITS 01, 03 & 08) A6.2 ENLARGED UNIT PLANS, 1 BED 1 BATH 600 (UNIT 02) A6.3 ENLARGED UNIT PLANS, 2 BED 1 BATH (UNIT 04 & 06) A6.4 ENLARGED UNIT PLANS, 1 BED 1 BATH 700 (UNIT 05 & 07) A6.5 ENLARGED UNIT PLANS, STUDIO (UNIT 09) A6.6 ENLARGED UNIT PLANS, 3 BED 2 BATH (UNIT 10) A7.1 INTERIOR ELEVATIONS: 2 BED 2 BATH (UNITS 01, 03 & 08) A8.1 EXTERIOR DETAILS A8.2 EXTERIOR DETAILS A9.1 INTERIOR DETAILS PROJECT DESCRIPTION: BUILDING TYPE / USE: NUMBER OF DWELLING UNITS: STORIES: LEVELS: HEIGHT: AREA FOOTPRINT: LEVEL 2 AREA: TOTAL AREA: MULTI-FAMILY RESIDENTIAL 20 (2) ABOVE GRADE 2 39 FEET 10,815 S.F. 10,434 S.F. 21,249 S.F. 499 FEET 499 FEET .75 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C GOULD+ ARCHITECTS, LLC 427 West 11950 South, Suite 201 Draper, UT 84020 T: 801.335.9900 WWW.GOULDPLUS.COM CONTACT: CORY FERGUSON cory@gouldplus.comAR C H I T E C T OF R E C O R D PAYNE ENGINEERING INC. 1823 East Center Street Pocatello, ID 83201 T: 208.232.4439 CONTACT: TODD PAYNE payneengineering@gmail.com ENGINEERED SYSTEMS ASSOCIATES, INC. 1355 E. Center Pocatello, ID 83201 T: 208.233.0501 WWW.ENGSYSTEMS.COM CONTACT: DWAYNE SUDWEEKS dcs@engsystems.com MJ STRUCTURAL ENGINEERS 5673 S. Redwood Road, Suite #22 Salt Lake City, UT 84123 T: 801.905.1097 WWW.MJSTRUCTURALENGINEERS.COM CONTACT: BRENDON HAYWOOD bhaywood@mjstructuralengineers.com 160 W Canyon Crest Rd, Suite 3 Alpine, UT 84004 T: 801.216.8850 CONTACT: PAUL BRINGHURST paul@stillwatermail.com PROVIDE SPRINKLER PROTECTION AT EXTERIOR BALCONIES (903.3.1.2.1) AND OPEN-ENDED CORRIDORS WITH ASSOCIATED EXTERIOR STAIRWAYS (903.3.1.2.2) 12,250 SQUARE FEET PER INDIVIDUAL STORY OPENING PROTECTIVES (SECTION 716) A0.4 ADA REQUIREMENTS A4.7 WALL SECTIONS A7.2 INTERIOR ELEVATIONS: 1 BED 1 BATH 600 (UNIT 02) A7.3 INTERIOR ELEVATIONS: 2 BED 1 BATH (UNIT 04 & 06) A7.4 INTERIOR ELEVATIONS: 1 BED 1 BATH 700 (UNIT 05 & 07) A7.5 INTERIOR ELEVATIONS: STUDIO (UNIT 09) A7.6 INTERIOR ELEVATIONS: 3 BED 2 BATH (UNIT 10) A8.3 EXTERIOR DETAILS S302 SCHEDULES S501 FOOTING AND FOUNDATION DETAILS FLOOR FRAMING DETAILS ROOF FRAMING DETAILS A9.2 FIRE RATED DETAILS REXBURG NORTH SITE 2n d E a s t S t r e e t N Y e l l o w s t o n e H w y Main Street 20 20 2000 North Stegelmeier Lane N Y e l l o w s t o n e H w y A7.0 INTERIOR ELEVATIONS: FINISHES OVERVIEW 2-STORY BUILDING - CIVIL SEE PERMIT 18-00315 LA N D S C A P E AR C H I T E C T PKJ DESIGN GROUP, LLC. 3450 N. Triumph Blvd. Suite 102 Lehi, ID 84043 T: 801.960.2698 WWW.PKJDESIGNGROUP.COM CONTACT: JEREMY AINSWORTH jainsworth@pkjdesigngroup.com CI V I L E N G I N E E R ENSIGN ENGINEERING 45 W. 10000 S., SUITE 500 Sandy, UT 84070 T: 801.255.0529 WWW.ENSIGNENG.COM CONTACT: JARED FORD jford@ensignutah.com - ELECTRICAL E1.0 ELECTRICAL NOTES AND SCHEDULES E1.1 ELECTRICAL SITE PLAN E2.0 LEVEL 1 FLOOR PLAN ELECTRICAL E3.0 TYPICAL UNIT PLANS E4.0 POWER RISER •FIRE SUPRESSION SYSTEM •FIRE ALARM SYSTEM VICINITY MAP LARGE SCALE MECHANICAL FLOOR PLANS P2.2 LARGE SCALE PLUMBING FLOOR PLANS P3.0 PLUMBING DETAILS PLUMBING SCHEDULES OVERALL LEVEL 2 MECHANICAL FLOOR PLAN LARGE SCALE MECHANICAL FLOOR PLANS MECHANICAL DETAILS MECHANICAL SCHEDULES S102 GENERAL STRUCTURAL NOTES E2.1 LEVEL 2 FLOOR PLAN ELECTRICAL E3.1 TYPICAL UNIT PLANS E3.2 TYPICAL UNIT PLANS - LANDSCAPE SEE PERMIT 18-00315 A/C AIR CONDITIONING ACST ACOUSTICAL ADDM ADDENDUM ADJ ADJUSTABLE ALLOW ALLOWANCE ALUM ALUMINUM APPROX APPROXIMATE ARCH.ARCHITECTURAL BLDG BUILDING BLK BLOCK BLKG BLOCKING BRK BRICK BTTM BOTTOM BU BUILT-UP BW BOTH WAYS CI CAST IRON CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLO CLOSET CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPACTED/COMPOSITE CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS COND CONDITION CONTR CONTRACTOR DBL DOUBLE DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DO DOUBLE OVEN DTL DETAIL DW DISHWASHER DWG DRAWING EA EACH EXF EXHAUST FAN EIFS EXT. INSUL. FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRIC/ELECTRICAL ELEV ELEVATION EN EDGE NAILING EQ EQUAL EW EACH WAY EXIST EXISTING EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FIN FINISH FLR FLOOR FN FIELD OR FACE NAILING FR FIRE RATED FTG FOOTING G GAS GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GRD GRADE GLB GLU-LAM BEAM GYB GYPSUM BOARD HB HOSE BIBB HDR HEAD HM HOLLOW METAL HORZ HORIZONTAL ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR IRRG IRRIGATION JB JAMB JNT JOINT MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MR MOISTURE RESISTANT MTL METAL NIC NOT IN CONTRACT NTS NOT TO SCALE NO NUMBER OC ON CENTER OD OUTSIDE DIAMETER OFD OVERFLOW DRAIN OFCI OWNER FURNISHED CONTRACTOR INSTALLED OPG OPENING PL PLATE PLYWD PLYWOOD PNT PAINT PNTD PAINTED PR PAIR R&S ROD AND SHELF RAD RADIUS RD ROOF DRAIN REG REGULAR REINF REINFORCED / REINFORCING REQD REQUIRED REV REVISED / REVISION RM ROOM RO ROUGH OPENING RS ROUGH-SAWN SAD SEE ARCHITECTURAL DRAWING SC SOLID CORE SCHED SCHEDULE SHT SHEET SHTG SHEATHING SIM SIMILAR SPEC SPECIFICATION STD STANDARD STGD STAGGERED STL STEEL STO STORAGE STRX STRUCTURAL SW SHEAR WALL SYS SYSTEM T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TN TOE NAIL TO TOP OF TOF TOP OF FOOTING TOW TOP OF WALL TYP TYPICAL TS TUBE STEEL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WATER W/WITH W/O WITHOUT W/C WATER CLOSET WD WOOD WIC WALK-IN CLOSET WP WATERPROOF WR WATER RESISTANT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH ~APPROXIMATE @ AT ABBREVIATIONS 22.0' X ACOUSTICAL TILE ASPHALT BRICK CAST STONE CERAMIC TILE CONCRETE CONCRETE BLOCK EARTH EARTH BACKFILL ENGINEERED FILL GLASS GRAVEL GYPSUM WALL BOARD INSULATION - BATT INSULATION - RIGID PLASTER PLYWOOD / OSB STEEL STUD FRAMING - METAL STUD FRAMING - WOOD FINISH LUMBER CONTOUR EXISTING CONTOUR FINISH FENCE PROPERTY LINE WALL RATINGS X 22.0' WOOD BLOCKING MATERIALS AND LINE TYPES ? ? ? ? ?? ? A521S CATEGORY NUMBER DISCIPLINE NUMBER SHEET NUMBER SHEET NUMBER DRAWING TITLE ?? ? NORTH ARROW COLUMN LINES AND CENTERLINES 1 A B BUILDING SECTION TAGS SHEET NUMBER SECTION DESIGNATION WALL SECTION TAGS SHEET NUMBER SECTION DESIGNATION ENLARGED PLAN AND DETAIL TAG SHEET NUMBER PLAN OR DETAIL DESIGNATION EXTERIOR ELEVATION TAG INTERIOR ELEVATION TAG VERTICAL ELEVATION MAIN LEVEL 128'-0" SPOT ELEVATION T.O. WALL 128'-0" DATUM POINT DOOR TAG ROOM NAMES AND NUMBERS KEYNOTES 1 DEMOLITION KEYNOTE 1 WINDOW TYPE TAG WALL TYPE TAGS ? REVISION TAGS ? A5014 2 1 3 A501 1 ? ? ? ? DRAWING SCALE REFERENCES NOTED IN RIGHT MARGIN OF SAME SHEET DOOR ID # - REFER TO SCHEDULES DOOR TYPE - REFER TO SCHEDULES AREA OF ENLARGEMENT ROOM AREA SHEET NUMBER ELEVATION OR DETAIL DESIGNATION SHEET NUMBER ELEVATION OR DETAIL DESIGNATION HEIGHT RELATIVE TO MAIN FLOOR (MAIN FLOOR = 100'-0") SURFACE DESIGNATION HEIGHT RELATIVE TO MAIN FLOOR (MAIN FLOOR = 100'-0") SURFACE DESIGNATION POINT OF REFERENCE FACE OF FOUNDATION WALL, FACE OF STUD WALL, CENTER OF STRUCTURAL COLUMN, TYP. U.N.O. SUBDISCIPLINE (IF USED) WINDOW ID # - REFER TO SCHEDULES DOOR SIZE (3'-0" x 6'-8") AND ID # - REFER TO SCHEDULES SUB-ID # OR DOOR TYPE (IF USED) REFER TO LEGEND ON SAME SHEET SYMBOLS LEGEND Not Enclosed ROOM NAME R- NORTH Not Enclosed ROOM NAME ? ? ? ? ? ABBREVIATIONS, SYMBOLS AND LEGENDS A0.1 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C DOWN DOWN DOWN DOWN UP UP UP UP 1 LEVEL 1 1/16" = 1'-0"2 LEVEL 2 SCALE: 1/16" = 1'-0" 8'16'0 32' 1/16" = 1'-0" SCALE: 1/16" = 1'-0" 8'16'0 32' 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 H R 1 H R 1 H R 1 H R 1 H R 1 H R 1 H R 1 H R 1 H R 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R EXIT #1 58" PROVIDED @ 0.2"/OCCUPANT = 290 OCCUPANTS EXIT #2 58" PROVIDED @ 0.2"/OCCUPANT = 290 OCCUPANTS EXIT #3 58" PROVIDED @ 0.2"/OCCUPANT = 290 OCCUPANTS EXIT #4 58" PROVIDED @ 0.2"/OCCUPANT = 290 OCCUPANTS 961 SQFT 5 6 1143 SQFT 3 464 SQFT 846 SQFT 5 4 709 SQFT 961 SQFT 5 846 SQFT 5 4 709 SQFT 961 SQFT 5 4 618 SQFT 961 SQFT 5 6 1143 SQFT 3 464 SQFT 846 SQFT 5 4 709 SQFT 961 SQFT 5 846 SQFT 5 4 709 SQFT 961 SQFT 5 LIFE SAFETY LEGEND INDICATES FIRE EXTINGUISHER (1-A:10-B:C) OCCUPANT LOAD OCCUPANT LOADS AND EGRESS ROOM OCCUPANT LOAD AT 200 SQ. FT. PER PERSON: RESIDENTIAL6 XX FE PORTABLE FIRE EXTINGUISHER (906.1.1, EX): IN GROUP R-2 OCCUPANCY, EACH DWELLING UNIT IS PROVIDED WITH A PORTABLE FIRE EXTINGUISHER HAVING A MINIMUM RATING OF 1-A:10-B:C. COMMON PATH OF EGRESS (1006.2.1): DOES NOT EXCEED 125 FEET IN GROUP R-2 OCCUPANCIES WITH SPRINKLER SYSTEM (903.3.1.2; NFPA 13R) ·EXCEPTION #1: ONE MEANS OF EGRESS PERMITTED FROM INDIVIDUAL DWELLING UNITS WITH A MAXIMUM OCCUPANT LOAD OF 20 WHERE EQUIPPED THROUGH OUT WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTINO 903.3.1.2 (NFPA 13R) AND THE COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 125 FEET. EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2): DOES NOT EXCEED 250 FEET IN GROUP R-2 OCCUPANCY WITH SPRINKLER SYSTEM (903.3.1.2; NFPA 13R) DEAD ENDS (1020.4): DOES NOT EXCEED 20 FEET IN LENGTH. EMERGENCY ESCAPE AND RESCUE (1030): AT LEAST ONE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED FOR EACH SLEEPING ROOM IN GROUP R-2 OCCUPANCIES. ·OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 SQFT ·MIN. NET CLEAR OPENING HEIGHT SHALL BE 24" ·MIN. NET CLEAR OPENING WIDTH SHALL BE 20" ·BOTTOM OF CLEAR OPENING SHALL NOT BE GREATER THAN 44" MEASURED FROM FLOOR STAIRWAYS (1009.3): STAIRWAY BETWEEN STORIES SHALL HAVE A CLEAR WIDTH OF 48 INCHES MINIMUM BETWEEN HANDRAILS (AREA OF REFUGE NOT REQ'D AT STAIRWAYS IN GROUP R-2, EXCEPTION #8) SIZE OF DOORS (1010.1.1): PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES. EXCEPTION #1: MINIMUM WIDTH SHALL NOT APPLY TO DOOR OPENINGS THAT ARE NOT PART OF THE REQUIRED MEANS OF EGRESS IN R-2 OCCUPANCY. THRESHOLDS (1010.1.7): THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4 INCHES IN HEIGHT ABOVE FINISHED FLOOR OR LANDING FOR SLIDING DOORS SERVING TYPE 'A' DWELLING UNITS, AND SHALL BE BEVELED WITH SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL. FE FE FE FE FE FE FE FE FE FE FE FE FE FE FE FE FE FE FE FE4 618 SQFT STAIR #1 48" PROVIDED @ 0.3"/OCCUPANT = 160 OCCUPANTS STAIR #2 48" PROVIDED @ 0.3"/OCCUPANT = 160 OCCUPANTS STAIR #3 48" PROVIDED @ 0.3"/OCCUPANT = 160 OCCUPANTS STAIR #4 48" PROVIDED @ 0.3"/OCCUPANT = 160 OCCUPANTS FIRE RATING ASSEMBLIES SEPARATION WALLS (420.2): WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARTITIONS (708) ·708.3: FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING OF 1 HOUR ·EXCEPTION #1: CORRIDOR WALLS PERMITTED TO HAVE 1/2 HOUR FIRE RESISTANCE RATING BY TABLE 1020.1. ·708.4: IN COMBUSTIBLE CONSTRUCTION WHERE FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO SHEATHING ABOVE, THE SPACE BETWEEN CEILING AND SHEATHING ABOVE SHALL BE DRAFTSTOPPED IN ACCORDANCE WITH SECTION 718.2 AND 718.3. ·708.5: WHERE EXTERIOR WALLS SERVE AS PART OF A REQUIRED FIRE-RESISTANCE-RATED SEPARATION, SUCH WALLS SHALL COMPLY WITH SECTION 705, AND THE FIRE-RESISTANCE-RATED SEPARATION REQUIREMENTS SHALL NOT APPLY. FIRE RESISTANCE RATING FOR EXTERIOR WALLS (705.5): EXTERIOR WALLS SHALL BE FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLES 601 AND 602. ·TABLE 601: 0-HOUR FOR TYPE V-B ·TABLE 602: 0-HOUR FOR > 30 FOOT FIRE SEPARATION DISTANCE HORIZONTAL SEPARATION (420.3): FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES (711) ·711.2.4.3: 1-HOUR FIRE-RESISTANCE-RATED PENETRATIONS (714): ·THROUGH PENETRATIONS SHALL BE PROTECTED AS SHOWN ON SHEET A9.2 DUCTS AND AIR TRANSFER OPENINGS (717) ·DUCTS AND AIR TRANSFER OPENINGS SHALL BE PROTECTED WITH FIRE DAMPERS DRAFTSTOPPING IN FLOORS (718.3.2): DRAFTSTOPPING SHALL BE INSTALLED ABOVE AND IN LINE WITH THE DWELLING UNIT SEPARATIONS (SEE STRUCTURAL BLOCKING AT WALLS) DRAFTSTOPPING IN ATTICS (718.4.2): DRAFTSTOPPING SHALL BE INSTALLED ABOVE AND IN LINE WITH THE DWELLING UNIT SEPARATION WALLS (SEE WALL SECTIONS 1-A4.5 AND 1-A4.7) PROVIDE AUTOMATIC SPRINKLER PROTECTION AT EXTERIOR BALCONIES AND OPEN-ENDED CORRIDORS WITH ASSOCIATED EXTERIOR STAIRWAYS. MINIMUM DEPTH COVER OVER FIRE LINES BELOW BREEZEWAY SLAB SHALL BE 5 FEET. DOOR SWINGING PATIO DOOR SERVING AS EMERGENCY ESCAPE AND RESCUE OPENING SLIDING PATIO DOOR SERVING AS EMERGENCY ESCAPE AND RESCUE OPENING WW WWWWWW WW W W DD W W W WW W W WW WWWWWW WW W W DOORDOOR W W W 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 H R 1 H R 1 H R 1 H R 1 H R 1 H R 1 H R 1 H R 1 H R 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R 0. 5 H R W SLIDING WINDOW SERVING AS EMERGENCY ESCAPE AND RESCUE OPENING D FIRE RISER MINIMUM DEPTH COVER OVER FIRE LINES BELOW BREEZEWAY SLAB SHALL BE 5 FEET MINIMUM DEPTH COVER OVER FIRE LINES BELOW BREEZEWAY SLAB SHALL BE 5 FEET 0 . 5 H R 0. 5 H R 0.5 HR 0 . 5 H R 0.5 HR 0. 5 H R 0 . 5 H R 0 . 5 H R 0 . 5 H R 0. 5 H R 0.5 HR 0 . 5 H R 0.5 HR 0. 5 H R 0 . 5 H R 0 . 5 H R CODE DIAGRAMS A0.2 2.15.2017 201706RM Author sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C UP 10815 SF LEVEL 1 GROSS AREA 101 618 SF 1 BED 1 BATH 600 102 103 104 105 106 107 108 109 110 2 BED 2 BATH 964 SF 2 BED 2 BATH 846 SF 2 BED 1 BATH 709 SF 1 BED 1 BATH 700 846 SF 2 BED 1 BATH 709 SF 1 BED 1 BATH 700 961 SF 2 BED 2 BATH 464 SF STUDIO 1143 SF 3 BED 2 BATH BICYCLE STORAGE BICYCLE STORAGE UP 10434 SF LEVEL 2 & 3 GROSS AREA 961 SF 2 BED 2 BATH 201 618 SF 1 BED 1 BATH 600 202 964 SF 2 BED 2 BATH 203 846 SF 2 BED 1 BATH 204 709 SF 205 846 SF 2 BED 1 BATH 206 709 SF 207 961 SF 2 BED 2 BATH 208 464 SF STUDIO 209 1143 SF 3 BED 2 BATH 210 1 BED 1 BATH 700 1 BED 1 BATH 700 BICYCLE STORAGE BICYCLE STORAGE AREA PLANS A0.3 1/16" = 1'-0"1 LEVEL 1 (BUILDING) 1/16" = 1'-0"2 LEVEL 1 (UNITS) 1/16" = 1'-0"3 LEVEL 2 (BUILDING) 1/16" = 1'-0"4 LEVEL 2 (UNITS) sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C LEVEL 1 Gross Unit Area Legend 1 BED 1 BATH 600 1 BED 1 BATH 700 2 BED 1 BATH 2 BED 2 BATH 3 BED 2 BATH STUDIO Gross Building Area Legend LEVEL 2 6" 6" 2" 6" W/ TEXT SIGN TEXT ONLY SIGN GRAPHICS DESCRIPTION: 1. BAS-RELIEF STAINLESS STEEL 2. WHITE PAINT FACED IMAGES AND LETTERS FINISH TO BE EGGSHELL 3. A.D.A APPROVED TACTILE BRAILLE AND IMAGES NOTE: ROOM NUMBERS SHOWN ARE FOR REPRESENTATION & LOCATING PURPOSES ONLY. COORDINATE ROOM NUMBERING WITH PLANS AND OWNER. STAIRS MENS STAIRS GARDEN LEVEL205WOMENS ACCESSROOF MAIN LEVELCOMMUNICATIONSELECTRICALIN CASE OF FIRE USE STAIRS107 304108 MECHANICAL G111 NO ENTRY LOADING/DELIVERY G115 EXIT ONLY MECHANICAL G110 Figure 407.2.2.2 Visible Hall Signals 64 2½ min 2½ min 64 72 m i n 18 3 0 Figure 407.2.3.1 Floor Designations on Jambs of Elevator Hoistway Entrances ««2 m i n 5111 Figure 407.2.3.2 Car Designations on Jambs of Destination-Oriented Elevator Hoistway Entrances 2 C C 2 2 m i n 51 Figure 703.2.5 Height of Raised Characters 16 - 5 1 LIBRARY /8 -2 5 Figure 703.3.1 Braille Measurement blank cell space between words base diameter distance between dots in the same cell distance between dots in the same cell distance between corresponding dots in adjacent cells distance between corresponding dots from one cell directly below single braille cell raised dot no raised dot Figure 703.3.2 Position of Braille AREA OF REFUGE 3/8 min 3/8 min 9.5 9.5 Figure 703.4.1 Height of Tactile Characters Above Floor or Ground REFUGE AREA OF AREA OF REFUGE 48 m i n 60 m a x 12 2 0 15 2 5 Figure 703.4.2 Location of Tactile Signs at Doors 18 min 455 18 min 455 45° centered on tactile characters Figure 703.6 Pictogram Field 6 m i n 15 0 MEN not in pictogram field ELEVATOR CALL BUTTONS EXIT EXIT WALL-MOUNTED EXIT SIGN AT EXIT DOOR COAT HOOK (DOOR-MTD) COAT HOOKS (WALL-MTD) FIRE EXTINGUISHER / CABINET MEDICAL GAS ALARM PANEL REQ'D. SIGNAGE AT UNISEX TOILET ENTRY DOOR REQ'D. SIGNAGE AT WOMEN'S TOILET ENTRY DOOR REQ'D. SIGNAGE AT MEN'S TOILET ENTRY DOOR FIREMAN'S TELEPHONE JACK SECURITY STROBE LIGHT (BLUE LIGHT) AUDIBLE & VISUAL FIRE ALARM SWITCH AT DOOR OR CASED OPENING CARD READER, LOCAL ALARM, OR ARMING STATION THERMOSTATTELEPHONE OR DATA OUTLET INTERCOM STATION OUTLETLIGHT SWITCHMANUAL FIRE ALARM PULL STATION CLOCK OR CLOCK OUTLET PAPER TOWEL DISPENSER & RECEPTACLE PAPER TOWEL DISPENSER PAPER TOWEL RECEPTACLE SOAP DISPENSER SEAT COVER DISPENSER SANITARY NAPKIN VENDORS PAPER TOWEL DISPENSER & RECEPTACLE COMBINATION SEAT COVER DISPENSER/ TOILET TISSUE DISPENSER/ SANITARY NAPKIN RECEPTACLE TOILET TISSUE DISPENSER SANITARY NAPKIN RECEPTACLE SANITARY NAPKIN RECEPTACLE WATER CLOSETS SHALL BE WALL MOUNTED 18" FROM ADJACENT WALL OR TOILET PARTITION TO CENTERLINE OF FIXTURE. THE CONTROLS FOR THE FLUSH VALVES TO BE 3'-8" MAX A.F.F. SHOWER CURTAIN ROD FOLDING SHOWER SEAT FIXED SHOWER HEAD FLEXIBLE 60" SHOWER SPRAY HOSE FLEXIBLE 60" BATHTUB SHOWER SPRAY HOSE SINGLE LEVER SHOWER MIXING VALVE RECESSED SHOWER STALL SOAP DISH MOUNT FOLDING SHOWER SEAT SO THAT SEAT IS 18" AFF WHEN FOLDED DOWN. LAVATORIES ADJ TO A WALL SHALL BE MOUNTED 18" MIN (OR GREATER AS INDICATED ON PLANS) FROM ADJ WALL TO CENTERLINE OF FIXTURE. HOT WATER PIPES AND DRAIN LINES TO BE INSULATED WALL-MOUNTED LAVATORY AND MIRROR (SIDE VIEW) STANDARD URINAL (SIDE VIEW) ACCESSIBLE URINAL (SIDE VIEW) URINALS SHALL BE MOUNTED 15"MIN (OR GREATER AS SHOWN ON PLANS) FROM ADJ WALL OR SCREEN TO CENTERLINE OF FIXTURE. THE CONTROL MECHANISM TO BE LOCATED 3'-8" MAX A.F.F. ACCESSIBLE WATER CLOSET (SIDE VIEW) BOTTOM OF MIRROR MOUNT DRINKING FOUNTAIN OR WATER COOLER CENTERED HORIZONTALLY WITHIN ALCOVE, TYPICAL DRINKING FOUNTAIN OR WATER COOLER (SIDE VIEW) GRAB BARS LO C A T E 6 " A B O V E D O O R FR A M E WH E N D I M A B O V E D O O R H E A D IS 1 2 " O R G R E A T E R > 1 2 " AL I G N W I T H T O P O F A D J A C E N T F R A M E WH E N D I M A B O V E D O O R H E A D < 12 " MO U N T O N S T R I K E S I D E 4"EQEQ EQEQ 6' - 0 " 6" 4' - 6 " 5' - 9 " 5' - 0 " U N D E R 4 0 L B . 1'-0" 1' - 0 " 4' - 0 " 1'-0"EQEQ RE F E R T O G E N E R A L N O T E S 1'-0"EQEQ RE F E R T O G E N E R A L N O T E S EQ 1'-0"EQ RE F E R T O G E N E R A L N O T E S RE F E R T O G E N E R A L N O T E S 4' - 0 " M A X H I G H R E A C H 3' - 0 " M I N F O R C O N T R O L S 1' - 3 " M I N L O W R E A C H 5' - 0 " 8' - 0 " 3' - 9 " 8" TYP 1' - 6 " 3' - 9 " 4' - 0 " 1' - 3 " M I N L O W R E A C H 3' - 0 " M I N F O R C O N T R O L S 4' - 0 " M A X H I G H R E A C H 7' - 0 " 2' - 6 " 4' - 1 1 " 4' - 2 1 / 2 " 4' - 5 " 3' - 6 " 3' - 1 0 " M A X R E A C H O V E R C O U N T E R 3' - 0 " M I N F O R C O N T R O L S 4' - 1 " 3' - 4 " M A X O P E R A B L E T O I L E T A C C E S S O R I E S 3' - 7 1 / 2 " 3' - 0 " 3' - 8 3 / 4 " 2' - 3 " 2' - 9 " 1' - 5 " M I N - 1' - 7 " M A X 2' - 9 " C E N T E R L I N E O F G R A B B A R 3' - 1 0 " M A X R E A C H O V E R C O U N T E R 3' - 0 " M I N F O R C O N T R O L S 4' - 0 " M A X H I G H R E A C H 1' - 6 " 6' - 6 " 5' - 0 " 4' - 0 " TO P O F M T G B R A C K E T 5' - 0 " 3' - 2 " BO T O F M T G BR A C K E T 2' - 0 " MT G B R A C K E T 3' - 4 " 3' - 4 " 7' - 6 " 9" MI N 6" MAX 8" MIN 2' - 5 " M I N C L R 2' - 1 0 " M A X T O R I M 3' - 4 " M A X 1' - 7 " 1'-2" MIN 1' - 5 " MA X 32" MI N - 3 6 " T Y P 6" MAX 18" TYP 9" MI N 6" MAX 8" MIN 2' - 3 " M I N 3' - 0 " M A X 6" MAX 1'-5" TO 1'-7" 1'-5" TO 1'-7" 2' - 3 " M I N C L E A R 3' - 0 " M A X A F F 2' - 9 " M I N A F F TO B U B B L E R OR I F I C E 12" MAX 42" MIN 33 " A . F . F . 39 " - 4 1 " 18 " MI N 54" MIN 39"-41" 17" MAX 3' - 6 " 3' - 9 " FIRE EXTINGUISHER / CABINET 3' - 6 " O V E R 4 0 L B . ADA SIGNAGE REQUIREMENTS3 NTS STANDARD MOUNTING & FIXTURE HEIGHTS1 1/4" = 1'-0" TO DI S P E N S E R H O L E Figure 604.2 Water Closet Location 16-18 405-455 430-485 17-19 (a) wheelchair accessible water closets (b) ambulatory accessible water closets Figure 604.3 Size of Clearance at Water Closets 60 min 56 m i n 14 2 0 1525 Figure 604.5.1 Side Wall Grab Bar at Water Closets 12 max 42 min 54 min 1370 305 1065 Figure 604.5.2 Rear Wall Grab Bar at Water Closets latch/ transfer side 12 min 305 24 min 610 36 min 915 Figure 604.7 Dispenser Outlet Location 18 m i n 45 5 48 m a x 12 2 0 Figure 604.8.1.1 Size of Wheelchair Accessible Toilet Compartment 56 m i n 14 2 0 1525 60 min (a) adult wall hung water closet (b) adult floor mounted water closet and children's water closet 60 min 1525 59 m i n 15 0 0 Figure 604.8.1.2 Wheelchair Accessible Toilet Compartment Doors 4 max 100 10 0 4 m a x alternate door location 42 m i n 10 6 5 Figure 604.9.5 Wheelchair Accessible Toilet Compartment Toe Clearance (a) elevation adult 150 9 min 230 6 min partition 6 min 150 6 min 150 (c) plan 6 min (b) elevation children 12 min 150 305 partition Figure 604.8.2 Ambulatory Accessible Toilet Compartment 35-37 890-940 15 2 5 60 m i n 10 6 5 42 m i n Figure 605.2 Height and Depth of Urinals (b) stall type (a) wall hung type 17 max 430 345 13½ min 13½ min 345 Figure 609.2.2 Grab Bar Non-Circular Cross Section (b)(a) 51 4-4.8 perimeter 100-120 2 max 512 m a x 17 - 19 430 - 485 6" min OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA 39 - 41 990 - 1040 18 m i n 45 5 39 - 4 1 99 0 - 1 0 4 0 33 - 3 6 84 0 - 9 1 5 36 min 915 24 min 610 12 min 1070 12 m a x 30 5 ABOVE GRAB BAR BELOW GRAB BAR ADA PLUMBING FIXTURE & COMPARTMENTS2 1/4" = 1'-0" CL CL CL 5%#.' 5%#.' CLCL CL 5%#.' CO N T R O L EN D W A L L HE A D E N D WA L L 24 MAX. 12 MAX. 24 MIN. 8- 1 0 33 - 3 6 33 - 3 6 3- 6 18 MI N . 24 MI N . 4 M A X . 12 MI N . CONTROLS SHALL BE PROVIDED ON END WALL, LOCATED BETWEEN BATHTUB RIM AND GRAB BAR, AND BETWEEN OPEN SIDE OF BATHTUB AND CENTERLINE OF THE WIDTH OF THE BATHTUB. HAND SHOWER WITH HOSE 59 INCHES MINIMUM IN LENGTH, THAT CAN BE USED AS BOTH A FIXED SHOWER HEAD AND AS A HAND SHOWER, SHALL BE PROVIDED. HAND SHOWER SHALL HAVE A CONTROL WITH A NONPOSITIVE SHUT-OFF FEATURE. WHERE PROVIDED, AN ADJUSTABLE-HEIGHT HAND SHOWER MOUNTED ON A VERTICAL BAR SHALL BE INSTALLED SO AS TO NOT OBSTRUCT THE USE OF GRAB BARS. ℄ Figure 607.4.2 GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS Figure 607.5 LOCATION OF BATHTUB CONTROLS 17 - 1 9 REMOVABLE IN-TUB SEAT SHALL BE 15" MINIMUM AND 16" MAXIMUM IN DEPTH. REMOVABLE IN-TUB SEATS SHALL BE CAPABLE OF SECURE PLACEMENT 36 CONTROL WALL 38 M I N . 48 M A X . 15 MAX. 33 - 3 6 CONTROLS AND HAND SHOWER 36 BACK WALL 17 - 1 9 33 - 3 6 ℄ 4 MAX. 3- 6 AB O V E H O R I Z GR A B B A R 1'-6" 36 BACK WALL 36 CO N T R O L W A L L 36 SE A T W A L L 36 M I N . 48 MIN. FOLDING SEAT 18 4 M A X 22- 23 15- 16 3 MA X 21 2" MAX 1 1 2 " MA X Figure 608.2.1 TRANSFER-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE Figure 608.4.1 TRANSFER-TYPE SHOWER CONTROLS AND HANDSHOWER LOCATION ADA BATHTUB WITHOUT PERMANENT SEAT4 1/4" = 1'-0"5%#.' ADA TRANSFER-TYPE SHOWER COMPARTMENT5 1/4" = 1'-0"5%#.' ADA REQUIREMENTS A0.4 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C CLUBHOUSE (FUTURE) LINDEN ALDERWOOD PO N D E R O D S A MA P L E W O O D BIR C H W O O D HA W T H O R N HE M L O C K HICKORY BARN (FUTURE) 3-STORY (FUTURE) 3-ST O R Y (FU T U R E ) 3-S T O R Y (FU T U R E ) 3-S T O R Y (FU T U R E ) 3-STORY (FUTURE) 3-STORY (FUTURE) 3-S T O R Y (FU T U R E ) 3- S T O R Y (F U T U R E ) PH A S E 1 PH A S E 3 P H A S E 1 P H A S E 2 PHASE 2 PHASE 3 PHASE 2 PHASE 3 PH A S E 2 PH A S E 1 PHASE 1 PHASE 3 STEGELMEIER LANE ST O N E B R I D G E S T R E E T THO M S O N F A R M S R O A D PHASE 2 PHASE 1 #1 #7 #1 1 #10 #9 #4 #3 #2 BL A C K O A K 2- S T O R Y #5 HA Z E L W O O D 2- S T O R Y #6 WH I T E P I N E 2- S T O R Y #8 SHEET NOTES: 1.COORDINATE ALL SITEWORK WITH CIVIL DRAWINGS 2.REFER TO GEOTECHNICAL (SOILS) REPORT FOR ADDITIONAL SITE REQUIREMENTS 3.SLOPE GRADE 5% FOR 10 FEET FROM STRUCTURE THEN 2% TO PROPERTY LINE. 4.RETAINING WALLS 4 FEET HIGH OR GREATER TO BE ENGINEERED. 5.EXTEND ALL ROOF DOWN SPOUTS BELOW GRADE & TIE IN TO STORM DRAIN SYSTEM. 6.PROVIDE EXPANSION JOINTS IN FLATWORK AT SEPARATE POURS. PROVIDE CONTROL JOINTS AT INTERVALS EQUAL TO WIDTH OF FLATWORK AT A MAX. OF 20'-0". 7.INSTALL BACK-FLOW PREVENTION AND ANT-SIPHON VALVE FOR IRRIGATION. BACK-FLOW PREVENTION TO BE INSTALLED 18" ABOVE GRADE AND TERMINATED AT VALVE BOX FOR IRRIGATION SYSTEM. IRRIGATION SYSTEM BY OTHERS. 8.COMPACT LATERAL EXCAVATION IN 8" LIFTS U.N.O. IN SOILS REPORT. 9.ADHERE TO UTILITY COMPANY REQUIREMENTS FOR UTILITY TRENCHING. 10.CALL BLUE STAKES PRIOR TO ANY EXCAVATION. 11.COORDINATE PLANTING WITH LANDSCAPE DESIGN IF APPLICABLE. GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. OVERALL ARCHITECTURAL SITE PLAN A1.1 1" = 60'-0"1 OVERALL SITE PLAN sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C ACCESSIBILITY (MASTER PLAN) GROUP R-2 OCCUPANCY APARTMENTS (1107.6.2.2): ·AT LEAST 2% (BUT NOT LESS THAN ONE OF THE UNITS) SHALL BE A TYPE A UNIT. ALL GROUP R-2 UNITS SHALL BE CONSIDERED TO DETERMINE THE TOTAL NUMBER OF UNITS AND REQUIRED NUMBER OF TYPE A UNITS. TYPE A UNITS SHALL BE DISPERSED AMONG THE VARIOUS CLASSES OF UNITS. ·NUMBER AND RATIO PERTAIN TO EACH CONSTRUCTION PHASE (1107.6.2.1.1, EXCEPTION #1 + COMMENTARY) ·MAY BE DISPERSED AMONG MULTIPLE BUILDINGS OR LOCATED IN A SINGLE BUILDING CLOSEST TO AMENITIES (1107.6.2.1.1 COMMENTARY) 10 UNITS PER FLOOR: (1) 1 BED 1 BATH 600 SF (2) 1 BED 1 BATH 700 SF (2) 2 BED 1 BATH (3) 2 BED 2 BATH (1) 3 BED 2 BATH (1) STUDIO 30 UNITS PER 3-STORY BLDG; (8) 3-STORY BLDGS (3)1 BED 1 BATH 600 SF = 24 (6)1 BED 1 BATH 700 SF = 48 (6)2 BED 1 BATH = 48 (9)2 BED 2 BATH = 72 (3)3 BED 2 BATH = 24 (3)STUDIO = 24 20 UNITS PER 2-STORY BLDG; (3) 2-STORY BLDGS (2)1 BED 1 BATH 600 SF = 6 (4)1 BED 1 BATH 700 SF = 12 (4)2 BED 1 BATH = 12 (6)2 BED 2 BATH = 18 (2)3 BED 2 BATH = 6 (2)STUDIO = 6 300 UNITS PER PROJECT; (11) BLDGS 1 BED 1 BATH 600 SF = 30 ACCESSIBLE TYPE 'A' UNITS: 2% = .6 OR 1 UNIT PER PROJECT 1 BED 1 BATH 700 SF = 60 ACCESSIBLE TYPE 'A' UNITS: 2% = 1.2 OR 2 UNIT PER PROJECT 2 BED 1 BATH = 60 ACCESSIBLE TYPE 'A' UNITS: 2% = 1.2 OR 2 UNIT PER PROJECT 2 BED 2 BATH = 90 ACCESSIBLE TYPE 'A' UNITS: 2% = 1.8 OR 2 UNIT PER PROJECT 3 BED 2 BATH = 30 ACCESSIBLE TYPE 'A' UNITS: 2% = .6 OR 1 UNIT PER PROJECT STUDIO = 30 ACCESSIBLE TYPE 'A' UNITS: 2% = .6 OR 1 UNIT PER PROJECT 1ST BUILDING (HAWTHORN), FIRST FLOOR, 10 TOTAL TYPE 'A' UNITS WILL SATISFY REQUIREMENTS. FIRST FLOOR OF ALL OTHER BUILDINGS WILL BE TYPE 'B' UNITS NORTH SITE PLAN FOR REFERENCE ONLY. SEE PERMIT 18-00315 FOR CIVIL AND LANDSCAPING SCOPE OF WORK. 1/8" = 1'-0"1 LEVEL 1 BREEZEWAY BREEZEWAY BREEZEWAYBREEZEWAY F.R.ELEC. M1 0 3 M1 0 2 M1 0 1 M1 0 8 M1 0 9 M1 1 0 M1 0 5 M1 0 4 M1 0 6 M1 0 7 A3.22 A3.2 1 A3.1 1 A3.1 2 2 A4.1 2 A4.1 1 A4.1 1 A4.2 1 A4.2 2 A4.2 2 A4.2 5'-0"5'-0" 5'-0"5'-0" 5'-4" 2 BED 2 BATH 101 1 BED 1 BATH 102 1 BED 1 BATH 105 2 BED 1 BATH 104 2 BED 1 BATH 106 1 BED 1 BATH 107 3 BED 2 BATH 110 STUDIO 109 2 BED 2 BATH 2 BED 2 BATH 103 5'-4" 108 SCALE: 1/8" = 1'-0" 4'8'0 16' 6'-6"12'-6"6'-1" 6'-6"6'-6" 6'-6"12'-6"6'-1" 6' - 3 " 6' - 6 " 6' - 9 " 4' - 6 " 6'-1"12'-6"6'-6" 6'-1"12'-6"6'-6"6'-31 2"6'-3"6'-31 2"6'-3" 4' - 8 " 3' - 7 " 3' - 7 " 6'-31 2"6'-3" 4'-3"4'-23 4"6'-53 4"6'-53 4" 6'-31 2"6'-3" 4' - 0 " 5'-0"4'-23 4"6'-41 2"6'-5"5'-0"4'-23 4" 6'-41 2"6'-5"2' - 0 " 3' - 0 " 2' - 0 " 3' - 0 " 8'-83 4"3'-6"8'-83 4"3'-6" 5' - 4 " 5' - 4 " 3' - 6 " 2' - 0 " 3' - 0 " 2' - 0 " 3' - 0 " GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. 5050 5050 5050 5050 5050 5050 5050 50505050505050505050 50 5 0 40 5 0 50 5 0 3068F 3068F 3068F 3068F 30 6 8 F 3068F 3068F3068F 3068F 30 6 8 F 2468B 2468B 2468B2468B 2468B2468B 2468B2468B 24 6 8 T 24 6 8 T 50 6 8 B 50 6 8 B 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 3068P 3068P 3068P 3068P 3068P 3068P 3068P 3068P 3068P 3068P KEY PLAN 1 BED 1 BATH SHEET A6.2 2 BED 1 BATH SHEET A6.3 1BED 1BATH SHEET A6.4 STUDIO SHEET A6.5 3 BED 2 BATH SHEET A6.6 2 BED 2 BATH SHEET A6.1 2 BED 1 BATH SHEET A6.3 1BED 1BATH SHEET A6.4 2 BED 2 BATH SHEET A6.1 2 BED 2 BATH SHEET A6.1 A3.5 2 A3.5 1 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 3 A4.6 3 A4.6 3 A4.6 3 A4.6 REF. SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " W/D TV TV LI N E N BBQ DW R E F . SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " W / D T V T V LI N E N B B Q D W REF. SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " QU E E N 60 " x 8 0 " W/D DW TV LI N E N TV R E F . SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " QU E E N 60 " x 8 0 " W / D D W TV LI N E N TV REF. BBQ KING 76"x80" SOFA 86"x35" W/D DW TV TV KING 76"x80" R E F . B B Q K I N G 7 6 " x 8 0 " S O F A 8 6 " x 3 5 " W / D D W T V T V K I N G 7 6 " x 8 0 " R E F . B B Q K I N G 7 6 " x 8 0 " S O F A 8 6 " x 3 5 " W / D D W T V T V K I N G 7 6 " x 8 0 " REF. DW QUEEN 60"x80" SOFA 86"x35" BBQ TV TV W/D REF. QUEEN 60"x80" W/D TV DW BBQ SOFA 86"x35" QUEEN 60"x80" TV W/D QUEEN 60"x80" QUEEN 60"x80" BEDROOM REF. DW 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 40'-71 2"9'-111 2"50'-01 2"9'-111 2" 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 151'-21 2" 75 ' - 0 " 75 ' - 0 " 40'-71 2"9'-111 2"50'-01 2"9'-111 2"40'-71 2" 151'-21 2" 12 ' - 3 " 12 ' - 9 " 11 ' - 3 " 7' - 2 " 6' - 7 " 40'-71 2" 75'-71 4"75'-71 4" A B C C.5 D E F 1 2 3 3.8 4 19 ' - 8 " 5' - 4 " 1 2 3 3.8 4 2.5 12 ' - 6 " 12 ' - 6 " 25'-01 4"25'-01 4" A B C C.5 D E F 25'-01 4"25'-01 4" 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND 22IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND I C C 1 1 7 . 1 4 0 4 . 2 . 3 . 5 c ( W I T H C L O S E R ) 3 0 x 4 8 12 6 0 x 5 4 18 I C C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a ICC 1 1 7 . 1 4 0 4 . 2 . 3 . 5 c (WI T H C L O S E R ) 30 x 4 8 12 60 x 5 4 ICC 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 1 8 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND 22IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b (W I T H C L O S E R ) 48 x 4 8 12 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b (W I T H C L O S E R ) 48 x 4 8 12 22 ICC A117.1 304.3a TURNAROUND ICC A117.1 404.2.3.3b ICC 117.1 404.2.3.2b (WITH CLOSER) 12 ICC 117.1 404.2.3.2a 18 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND I C C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 6 0 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b ( W I T H C L O S E R ) 4 8 x 4 8 12 ICC 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 1 8 ICC 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b (W I T H C L O S E R ) 48 x 4 8 1 2 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b (W I T H C L O S E R ) 48 x 4 8 12 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b (W I T H C L O S E R ) 48 x 4 8 12 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 ICC 117.1 404.2.3.2b (WITH CLOSER) 48x48 1 2 ICC 117.1 404.2.3.2a 60x54 1 8 ICC A117.1 304.3a TURNAROUND 2 2 ICC A117.1 404.2.3.3b UP UP UP UP 8' - 8 " 3' - 7 " 3' - 0 " 8' - 1 1 " 13 ' - 1 " 3' - 0 " 8' - 1 1 " 13 ' - 1 " 4'-0"4'-0" 25'-1"3'-0"12'-61 2" 12'-91 2"3'-0"9'-23 4"12'-91 2"3'-0"9'-23 4" 25'-1"3'-0"12'-61 2" 3'-0"9'-113 4"8'-53 4"3'-0"9'-113 4"8'-53 4" 3'-0"12'-61 2"25'-1"3'-0"12'-61 2"25'-1" 3'-63 4"3'-63 4" 7'-11 2" 5' - 4 " 19 ' - 8 " OVERALL LEVEL 1 FLOOR PLAN A2.1 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C REF. SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " W/D TV TV LI N E N BBQ DW R E F . SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " W / D T V T V LI N E N B B Q D W REF. SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " QU E E N 60 " x 8 0 " W/D DW TV LI N E N TV R E F . SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " QU E E N 60 " x 8 0 " W / D D W TV LI N E N TV REF. BBQ KING 76"x80" SOFA 86"x35" W/D DW TV TV KING 76"x80" R E F . B B Q K I N G 7 6 " x 8 0 " S O F A 8 6 " x 3 5 " W / D D W T V T V K I N G 7 6 " x 8 0 " R E F . B B Q K I N G 7 6 " x 8 0 " S O F A 8 6 " x 3 5 " W / D D W T V T V K I N G 7 6 " x 8 0 " REF. DW QUEEN 60"x80" SOFA 86"x35" BBQ TV TV W/D REF. QUEEN 60"x80" W/D TV DW BBQ SOFA 86"x35" QUEEN 60"x80" TV W/D QUEEN 60"x80" QUEEN 60"x80" BEDROOM REF. DW 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 40'-71 2"9'-111 2"50'-01 2"9'-111 2" 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 151'-21 2" 75 ' - 0 " 75 ' - 0 " 40'-71 2"9'-111 2"50'-01 2"9'-111 2"40'-71 2" 151'-21 2" 12 ' - 3 " 12 ' - 9 " 11 ' - 3 " 7' - 2 " 6' - 7 " 40'-71 2" 75'-71 4"75'-71 4" A B C C.5 D E F 1 2 3 3.8 4 19 ' - 8 " 5' - 4 " 1 2 3 3.8 4 2.5 12 ' - 6 " 12 ' - 6 " 25'-01 4"25'-01 4" A B C C.5 D E F 25'-01 4"25'-01 4" 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND 22IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND I C C 1 1 7 . 1 4 0 4 . 2 . 3 . 5 c ( W I T H C L O S E R ) 3 0 x 4 8 12 6 0 x 5 4 18 I C C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a ICC 1 1 7 . 1 4 0 4 . 2 . 3 . 5 c (WI T H C L O S E R ) 30 x 4 8 12 60 x 5 4 ICC 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 1 8 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND 22IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b (W I T H C L O S E R ) 48 x 4 8 12 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b (W I T H C L O S E R ) 48 x 4 8 12 22 ICC A117.1 304.3a TURNAROUND ICC A117.1 404.2.3.3b ICC 117.1 404.2.3.2b (WITH CLOSER) 12 ICC 117.1 404.2.3.2a 18 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND I C C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 6 0 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b ( W I T H C L O S E R ) 4 8 x 4 8 12 ICC 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 1 8 ICC 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b (W I T H C L O S E R ) 48 x 4 8 1 2 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b (W I T H C L O S E R ) 48 x 4 8 12 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b (W I T H C L O S E R ) 48 x 4 8 12 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 ICC 117.1 404.2.3.2b (WITH CLOSER) 48x48 1 2 ICC 117.1 404.2.3.2a 60x54 1 8 ICC A117.1 304.3a TURNAROUND 2 2 ICC A117.1 404.2.3.3b DOWN DOWN DOWN DOWN 8' - 8 " 3' - 7 " 25'-1"3'-0"12'-61 2" 12'-91 2"3'-0"9'-23 4"12'-91 2"3'-0"9'-23 4" 25'-1"3'-0"12'-61 2" 3'-63 4" 3'-0"9'-113 4"8'-53 4" 3'-63 4" 3'-0"9'-113 4"8'-53 4" 3'-0"12'-61 2"25'-1"3'-0"12'-61 2"25'-1" 7'-11 2" 5' - 4 " 19 ' - 8 " A3.22 A3.2 1 A3.1 1 A3.1 2 2 A4.1 2 A4.1 1 A4.1 1 A4.2 1 A4.2 2 A4.2 2 A4.2 2 BED 2 BATH 201 1 BED 1 BATH 202 1 BED 1 BATH 205 2 BED 1 BATH 204 2 BED 1 BATH 206 1 BED 1 BATH 207 3 BED 2 BATH 210 STUDIO 209 2 BED 2 BATH 208 2 BED 2 BATH 203 BREEZEWAY BREEZEWAY BREEZEWAYBREEZEWAYM2 0 3 M2 0 2 M2 0 1 M2 0 8 M2 0 9 M2 1 0 M2 0 5 M2 0 4 M2 0 6 M2 0 7 1/8" = 1'-0"1 LEVEL 2 SCALE: 1/8" = 1'-0" 4'8'0 16' 5'-0"5'-0" 5'-0"5'-0" 5'-4" 5'-4" 6'-6"12'-6"6'-1" 6'-6"6'-6" 6'-6"12'-6"6'-1" 6' - 3 " 6' - 6 " 6' - 9 " 4' - 6 " 6'-1"12'-6"6'-6" 6'-1"12'-6"6'-6"6'-31 2"6'-3"6'-31 2"6'-3" 4' - 8 " 3' - 7 " 3' - 7 " 6'-31 2"6'-3" 4'-3"4'-23 4"6'-53 4"6'-53 4" 6'-31 2"6'-3" 4' - 0 " 5'-0"4'-23 4"6'-41 2"6'-5"5'-0"4'-23 4" 6'-41 2"6'-5" 8'-83 4"3'-6"8'-83 4"3'-6" 3' - 6 " 6' - 6 " 18 ' - 6 " 6' - 6 " 18 ' - 6 " 6' - 6 " 18 ' - 6 " 6' - 6 " 18 ' - 6 " 2' - 0 " 3' - 0 " 2' - 0 " 3' - 0 " 2' - 0 " 3' - 0 " 2' - 0 " 3' - 0 " GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. 5050 5050 5050 5050 5050 5050 5050 50505050505050505050 50 5 0 40 5 0 50 5 0 50 5 0 50 5 0 50 5 0 50 5 0 KEY PLAN 1 BED 1 BATH SHEET A6.2 2 BED 1 BATH SHEET A6.3 1BED 1BATH SHEET A6.4 STUDIO SHEET A6.5 3 BED 2 BATH SHEET A6.6 2 BED 2 BATH SHEET A6.1 2 BED 1 BATH SHEET A6.3 1BED 1BATH SHEET A6.4 2 BED 2 BATH SHEET A6.1 2 BED 2 BATH SHEET A6.1 6068S 6068S 6068S 6068S 60 6 8 S 6068S 6068S6068S 6068S 60 6 8 S 2468T 2468T 2468T2468T 2468T2468T 2468T2468T 24 6 8 T 24 6 8 T 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 50 6 8 M 3068P 3068P 3068P 3068P 3068P 3068P 3068P 3068P 3068P 3068P A3.5 2 A3.5 1 1' - 4 " 1' - 4 " 1' - 4 " 1' - 4 " 3 A4.6 3 A4.6 3 A4.6 3 A4.6 OVERALL LEVEL 2 FLOOR PLAN A2.2 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 9'-111 2" 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 151'-21 2" 75 ' - 0 " 75 ' - 0 " 40'-71 2"9'-111 2"50'-01 2"9'-111 2"40'-71 2" 151'-21 2" 75'-71 4"75'-71 4" A B C C.5 D E F 1 2 3 3.8 4 19 ' - 8 " 5' - 4 " 1 2 3 3.8 4 2.5 12 ' - 6 " 12 ' - 6 " 25'-01 4"25'-01 4" A B C C.5 D E F 25'-01 4"25'-01 4" 40'-71 2"50'-01 2"9'-111 2"40'-71 2" 6" / 1 2 " 6" / 1 2 " 6" / 12" 6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 12"6" / 12" 6" / 12"6" / 12" 6" / 12"6" / 12" 6" / 12"6" / 12" 6" / 12"6" / 12"6" / 12"6" / 12" 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6" / 1 2 " 29'-11 2" 1' - 0 " 1' - 0 " 29'-11 2" 6" / 1 2 " 1/8" = 1'-0"1 ROOF PLAN SCALE: 1/8" = 1'-0" 4'8'0 16' GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. A8.2 14 A8.2 14 A8.2 15 A8.2 14 A8.2 14 A8.2 15 A8.2 15 A8.2 14 A8.2 14 A8.2 15 A8.2 14 A8.2 15 A8.2 14 A8.2 14 A8.2 15 A8.2 14 A8.2 14 A8.2 16 A8.2 17 A8.2 16 A8.2 17A8.2 16 A8.2 16 A8.2 16 A8.2 17 A8.2 16 A8.2 16 A8.2 16 A8.2 17 GENERAL ROOF NOTES 1. GENERAL ROOFING SYSTEM: 30-YEAR ARCHITECTURAL ASPHALT SHINGLES, OVER (2) LAYERS OF 15# ROOF FELT, OVER ROOF SHEATHING, OVER ROOF FRAMING. SEE DETAIL 13-A8.2 FOR GENERAL 30 YEAR COMPOSITE ASPHALT SHINGLE ROOFING DETAIL. 2. PROVIDE SNO & ICE SHIELD EXTENDING UP EAVE 2'-0" PAST INSIDE WALL. 3. PROVIDE SNOW & ICE SHIELD CONTINUOUSLY ALONG ALL VALLEYS, RIDGES, HIPS, ETC. 4. PROVIDE SNOW & ICE SHIELD AT ALL PENETRATIONS. 5. FOR FLUES, VENTS, EXHAUST FANS, ETC. NOT SHOWN ON THIS PLAN, COORDINATE WITH MECHANICAL AND PLUMBING DRAWINGS RESPECTIVELY FOR LOCATIONS. SEE DETAILS 9-A8.2 AND 10-A8.2 FOR PENETRATION DETAILS. 6. SEE STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL FOR RESPECTIVE WORK. AREA OF THE VENTED SPACE: 695 SQFT MINIMUM FREE VENTILATION AREA:695 SQFT / 300 = 2.32 SQFT (334 SQ INCHES) FREE VENTILATION AREA REQ'D HIGH:180 SQ INCHES (49.2%) TURTLE VENTS @ 60 SQ INCHES = 3 TURTLE VENTS FREE VENTILATION AREA REQ'D LOW:168 SQ INCHES (50.8%) VENTED SOFFIT @ 5.87 SQ INCHES PER LINEAL FOOT = 28.5 SQFT OF VENTED SOFFIT ATTIC DRAFTSTOPPING IN LINE WITH DWELLING UNIT WALLS, TYP. SEE DETAILS 1-A4.5 AND 1-A4.7 ATTIC DRAFTSTOPPING IN LINE WITH DWELLING UNIT WALLS, TYP. SEE DETAILS 1-A4.5 AND 1-A4.7 AREA OF THE VENTED SPACE: 1,307 SQFT MINIMUM FREE VENTILATION AREA:1,307 SQFT / 300 = 4.357 SQFT (628 SQ INCHES) FREE VENTILATION AREA REQ'D HIGH:300 SQ INCHES (47.7%) TURTLE VENTS @ 60 SQ INCHES = 5 TURTLE VENTS FREE VENTILATION AREA REQ'D LOW:328 SQ INCHES (52.3%) VENTED SOFFIT @ 5.87 SQ INCHES PER LINEAL FOOT = 56 SQFT OF VENTED SOFFIT AREA OF THE VENTED SPACE: 516 SQFT MINIMUM FREE VENTILATION AREA:516 SQFT / 300 = 1.72 SQFT (248 SQ INCHES) FREE VENTILATION AREA REQ'D HIGH:120 SQ INCHES (48.4%) TURTLE VENTS @ 60 SQ INCHES = 2 TURTLE VENTS FREE VENTILATION AREA REQ'D LOW:128 SQ INCHES (51.6%) VENTED SOFFIT @ 5.87 SQ INCHES PER LINEAL FOOT = 22 SQFT OF VENTED SOFFIT AREA OF THE VENTED SPACE: 1,023 SQFT MINIMUM FREE VENTILATION AREA:1,023 SQFT / 300 = 3.41 SQFT (491 SQ INCHES) FREE VENTILATION AREA REQ'D HIGH:240 SQ INCHES (48.9%) TURTLE VENTS @ 60 SQ INCHES = 4 TURTLE VENTS FREE VENTILATION AREA REQ'D LOW:251 SQ INCHES (51.1%) VENTED SOFFIT @ 5.87 SQ INCHES PER LINEAL FOOT = 43 SQFT OF VENTED SOFFIT AREA OF THE VENTED SPACE: 944 SQFT MINIMUM FREE VENTILATION AREA:944 SQFT / 300 = 3.14 SQFT (453 SQ INCHES) FREE VENTILATION AREA REQ'D HIGH:180 SQ INCHES (40.4%) TURTLE VENTS @ 60 SQ INCHES = 3 TURTLE VENTS FREE VENTILATION AREA REQ'D LOW:273 SQ INCHES (59.6%) VENTED SOFFIT @ 5.87 SQ INCHES PER LINEAL FOOT = 46 LINEAL FEET OF VENTED SOFFIT AREA OF THE VENTED SPACE: 794 SQFT MINIMUM FREE VENTILATION AREA:794 SQFT / 300 = 2.65 SQFT (381 SQ INCHES) FREE VENTILATION AREA REQ'D HIGH:180 SQ INCHES (47.2%) TURTLE VENTS @ 60 SQ INCHES = 3 TURTLE VENTS FREE VENTILATION AREA REQ'D LOW:201 SQ INCHES (52.8%) VENTED SOFFIT @ 5.87 SQ INCHES PER LINEAL FOOT = 34.5 SQFT OF VENTED SOFFIT AREA OF THE VENTED SPACE: 1,023 SQFT MINIMUM FREE VENTILATION AREA:1,023 SQFT / 300 = 3.41 SQFT (491 SQ INCHES) FREE VENTILATION AREA REQ'D HIGH:240 SQ INCHES (48.9%) TURTLE VENTS @ 60 SQ INCHES = 4 TURTLE VENTS FREE VENTILATION AREA REQ'D LOW:251 SQ INCHES (51.1%) VENTED SOFFIT @ 5.87 SQ INCHES PER LINEAL FOOT = 43 SQFT OF VENTED SOFFIT AREA OF THE VENTED SPACE: 1,023 SQFT MINIMUM FREE VENTILATION AREA:1,023 SQFT / 300 = 3.41 SQFT (491 SQ INCHES) FREE VENTILATION AREA REQ'D HIGH:240 SQ INCHES (48.9%) TURTLE VENTS @ 60 SQ INCHES = 4 TURTLE VENTS FREE VENTILATION AREA REQ'D LOW:251 SQ INCHES (51.1%) VENTED SOFFIT @ 5.87 SQ INCHES PER LINEAL FOOT = 43 SQFT OF VENTED SOFFIT AREA OF THE VENTED SPACE: 1,542 SQFT MINIMUM FREE VENTILATION AREA:1,542 SQFT / 300 = 5.14 SQFT (741 SQ INCHES) FREE VENTILATION AREA REQ'D HIGH:360 SQ INCHES (48.6%) TURTLE VENTS @ 60 SQ INCHES = 6 TURTLE VENTS FREE VENTILATION AREA REQ'D LOW:381 SQ INCHES (51.4%) VENTED SOFFIT @ 5.87 SQ INCHES PER LINEAL FOOT = 65 SQFT OF VENTED SOFFIT AREA OF THE VENTED SPACE: 1,542 SQFT MINIMUM FREE VENTILATION AREA:1,542 SQFT / 300 = 5.14 SQFT (741 SQ INCHES) FREE VENTILATION AREA REQ'D HIGH:360 SQ INCHES (48.6%) TURTLE VENTS @ 60 SQ INCHES = 6 TURTLE VENTS FREE VENTILATION AREA REQ'D LOW:381 SQ INCHES (51.4%) VENTED SOFFIT @ 5.87 SQ INCHES PER LINEAL FOOT = 65 SQFT OF VENTED SOFFIT TURTLE VENTS, TYP. TURTLE VENTS, TYP. ROOF VENTILATION 2015 IBC, SECTION 1203.2 MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE AREA OF THE VENTED SPACE WHEN: 1. CLASS I VAPOR RETARDER INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. 2. AT LEAST 40% BUT NOT MORE THAN 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS IN THE UPPER PORTION OF THE RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE VENTS. BASIS OF DESIGN PRODUCTS TURTLE VENT: MASTER FLOW MODEL #SSB960ABL, ALUMINUM SLANT BACK STATIC ROOF VENT 60 SQ INCH NET FREE VENT AREA VENTED SOFFIT: CELLWOOD MODEL #EVS23P04H, T4 WHITE VINYL VENTED SOFFIT 5.87 SQ INCH NET FREE VENT AREA PER SQFT A8.2 14 SHADED AREA INDICATES REQ'D ICE & WATER SHIELD EXTENDED FROM ROOF EDGES, AT VALLEYS, RIDGES, HIPS, PENETRATIONS, ETC., TYPICAL. COORDINATE WITH PLUMBING/MECHANICAL FOR ALL VENTS, FLUES, ETC. NOT SHOWN ON THIS DRAWING. RIDGE VALLEY RIDGERIDGERIDGERIDGE RIDGE RIDGE RIDGE RIDGE RI D G E RI D G E RI D G E RI D G E RI D G E RI D G E VA L L E Y V A L L E Y H I P HI P V A L L E Y H I P HI P VAL L E Y VA L L E Y V A L L E Y VA L L E Y V A L L E Y V A L L E Y HIP VAL L E Y H I P HIP VAL L E Y V A L L E Y HI P H I P VA L L E Y V A L L E Y V A L L E Y VA L L E Y OVERALL ROOF LEVEL PLAN A2.4 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 40'-71 2"9'-111 2"50'-01 2"9'-111 2" 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 151'-21 2" 75 ' - 0 " 75 ' - 0 " 40'-71 2"9'-111 2"50'-01 2"9'-111 2"40'-71 2" 151'-21 2" 12 ' - 3 " 12 ' - 9 " 11 ' - 3 " 7' - 2 " 6' - 7 " 40'-71 2" 75'-71 4"75'-71 4" A B C C.5 D E F 1 2 3 3.8 4 19 ' - 8 " 5' - 4 " 1 2 3 3.8 4 2.5 12 ' - 6 " 12 ' - 6 " 25'-01 4"25'-01 4" A B C C.5 D E F 25'-01 4"25'-01 4" 8' - 8 " 3' - 7 " 3' - 0 " 8' - 1 1 " 13 ' - 1 " 3' - 0 " 8' - 1 1 " 13 ' - 1 " 4'-0"4'-0" 25'-1"3'-0"12'-61 2" 12'-91 2"3'-0"9'-23 4"12'-91 2"3'-0"9'-23 4" 25'-1"3'-0"12'-61 2" 3'-0"9'-113 4"8'-53 4"3'-0"9'-113 4"8'-53 4" 3'-0"12'-61 2"25'-1"3'-0"12'-61 2"25'-1" 3'-63 4"3'-63 4" 7'-11 2" 5' - 4 " 19 ' - 8 " 1/8" = 1'-0"1 LEVEL 1 UP A831 4 BICYCLE STORAGE BICYCLE STORAGE BREEZEWAY BREEZEWAY BREEZEWAYBREEZEWAY F.R.ELEC M1 0 3 M1 0 2 M1 0 1 M1 0 8 M1 0 9 M1 1 0 M1 0 5 M1 0 4 M1 0 6 M1 0 7 UP A3.22 A3.2 1 A3.1 1 A3.1 2 2 A4.1 2 A4.1 1 A4.1 1 A4.2 1 A4.2 2 A4.2 2 A4.2 2 BED 2 BATH 101 1 BED 1 BATH 102 1 BED 1 BATH 105 2 BED 1 BATH 104 2 BED 1 BATH 106 1 BED 1 BATH 107 3 BED 2 BATH 110 STUDIO 109 2 BED 2 BATH 2 BED 2 BATH 103 108 SCALE: 1/8" = 1'-0" 4'8'0 16' KEY PLAN 1 BED 1 BATH SHEET A6.2 2 BED 1 BATH SHEET A6.3 1BED 1BATH SHEET A6.4 STUDIO SHEET A6.5 3 BED 2 BATH SHEET A6.6 2 BED 2 BATH SHEET A6.1 2 BED 1 BATH SHEET A6.3 1BED 1BATH SHEET A6.4 2 BED 2 BATH SHEET A6.1 2 BED 2 BATH SHEET A6.1 GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. 9' - 1" A.F.F. 33 3 3 3 3 1 1 1 1 1 9' - 1" A.F.F. 3 3 3 33 3 1 1 1 1 1 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 33 3 PAINTED EXTERIOR GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL FOR NON-ICC RATED RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR FIRE SPRINKLER LINES - COORDINATE WITH MECHANICAL 30"x22" ACCESS DOOR CEILING PLAN LEGEND 1 PAINTED 1-HR GYP BD CEILING ON RESILIENT CHANNELS (2-A9.1) LIGHT FIXTURE - SEE ELECTRICAL FOR RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 4-A9.1 2 PAINTED GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL FOR NON-ICC RATED RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL 4 PRE-FINISHED METAL SOFFIT LIGHT FIXTURE - SEE ELECTRICAL OVERALL LEVEL 1 REFLECTED CEILING PLAN A2.5 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 40'-71 2"9'-111 2"50'-01 2"9'-111 2" 25 ' - 0 " 25 ' - 0 " 25 ' - 0 " 151'-21 2" 75 ' - 0 " 75 ' - 0 " 40'-71 2"9'-111 2"50'-01 2"9'-111 2"40'-71 2" 151'-21 2" 12 ' - 3 " 12 ' - 9 " 11 ' - 3 " 7' - 2 " 6' - 7 " 40'-71 2" 75'-71 4"75'-71 4" A B C C.5 D E F 1 2 3 3.8 4 19 ' - 8 " 5' - 4 " 1 2 3 3.8 4 2.5 12 ' - 6 " 12 ' - 6 " 25'-01 4"25'-01 4" A B C C.5 D E F 25'-01 4"25'-01 4" 8' - 8 " 3' - 7 " 25'-1"3'-0"12'-61 2" 12'-91 2"3'-0"9'-23 4"12'-91 2"3'-0"9'-23 4" 25'-1"3'-0"12'-61 2" 3'-63 4" 3'-0"9'-113 4"8'-53 4" 3'-63 4" 3'-0"9'-113 4"8'-53 4" 3'-0"12'-61 2"25'-1"3'-0"12'-61 2"25'-1" 7'-11 2" 5' - 4 " 19 ' - 8 " UP A3.22 A3.2 1 A3.1 1 A3.1 2 2 A4.1 2 A4.1 1 A4.1 1 A4.2 1 A4.2 2 A4.2 2 A4.2 BICYCLE STORAGE BICYCLE STORAGE 2 BED 2 BATH 301 1 BED 1 BATH 302 1 BED 1 BATH 305 2 BED 1 BATH 304 2 BED 1 BATH 306 1 BED 1 BATH 307 3 BED 2 BATH 310 STUDIO 309 2 BED 2 BATH 308 2 BED 2 BATH 303 BREEZEWAY BREEZEWAY BREEZEWAYBREEZEWAY M3 0 3 M3 0 2 M3 0 1 M3 0 8 M3 0 9 M3 1 0 M3 0 5 M3 0 4 M3 0 6 M3 0 7 1/8" = 1'-0"1 LEVEL 2 SCALE: 1/8" = 1'-0" 4'8'0 16' KEY PLAN 1 BED 1 BATH SHEET A6.2 2 BED 1 BATH SHEET A6.3 1BED 1BATH SHEET A6.4 STUDIO SHEET A6.5 3 BED 2 BATH SHEET A6.6 2 BED 2 BATH SHEET A6.1 2 BED 1 BATH SHEET A6.3 1BED 1BATH SHEET A6.4 2 BED 2 BATH SHEET A6.1 2 BED 2 BATH SHEET A6.1 GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. 9' - 1" A.F.F. 33 3 3 3 3 1 1 1 1 1 9' - 1" A.F.F. 3 3 3 33 3 1 1 1 1 1 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 9' - 0" A.F.F. 4 3 PAINTED EXTERIOR GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL FOR NON-ICC RATED RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR FIRE SPRINKLER LINES - COORDINATE WITH MECHANICAL 30"x22" ACCESS DOOR CEILING PLAN LEGEND 1 PAINTED 1-HR GYP BD CEILING ON RESILIENT CHANNELS (2-A9.1) LIGHT FIXTURE - SEE ELECTRICAL FOR RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 4-A9.1 2 PAINTED GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL FOR NON-ICC RATED RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL 4 PRE-FINISHED METAL SOFFIT LIGHT FIXTURE - SEE ELECTRICAL TYP. 4 TYP. 4 TYP. 4 TYP. 4 TYP. 4 OVERALL LEVEL 2 REFLECTED CEILING PLAN A2.6 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" 2 A4.1 1 A4.2 2 A4.2 10 ' - 4 " 9' - 1 " 12 6 12 6 2 1 3 4 4 4 4 4 5 6 14 8 8 68 28 8 8 10 1121 119 8 28 8 1 3 4 6 14 5 13 15 1515 6 11 21 11 9 18 17 17 17 17 12 18 12 9 21 9 21 11 11 11 11 141422222 7 7 11 11 20 2020 A B C C.5 D E F 19 19 1313 1313 25 25 2424 3 A4.6 3 A4.6 5 26 5 LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" 1 A4.1 10 ' - 4 " 9' - 1 " 12 6 12 6 12 6 4 4 4 4 4 17 11 11 16 16 8 5 7 11 7 11 3 22 13 4 22 8 5 7 11 7 11 3 14 14 14 14 8 8 6 9 21 2 2 202019 9' - 6 " T.O. STONE VENEER = 109'-6" 1 2 3 3.8 42.5 1919 1313 FIRE RISER 18 25 24 24619 GENERAL NOTES FINISH GRADING - SEE CIVIL FOOTINGS - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL (PLASTER ALL FDN WALL ABOVE GRADE) SCALE: 1/8" = 1'-0" 4'8'0 16' 1.REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2.REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3.ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4.NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6.GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. KEY NOTES: EXTERIOR ELEVATIONS 1 2 3 4 5 6 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT 7 VERTICAL SIDING (BOARD AND BATTEN) 8 HORIZONTAL LAP SIDING 9 MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL 10 SLIDING WINDOW WITH EGRESS COMPLIANCE (SEE DETAILS 8-A8.1 AND 12-A8.1) 11 SLIDING PATIO DOOR 12 METAL STANDING SEAM AWNING, BLACK (AWNTECH 68"wx2'hx3'd HOUSTONIAN, OR EQUAL) 13 METAL GUARDRAIL (PAINTED BLACK) 14 CONCRETE FILLED METAL PAN STAIRS 15 LIGHT FIXTURE - SEE ELECTRICAL 16 PREFINISHED METAL GUTTER & DOWNSPOUT 17 METAL BUILDING SIGNAGE (SEE DETAIL 1-A8.3) 18 MECHANICAL GRILLE (BLACK) - SEE MECHANICAL DURADEK MEMBRANE (PATIO SURFACE) EXT GRADE DOOR W/ WEATHER SEAL 19 3/4"x7-1/4" SIDING TRIM 20 3/4"x11-1/4" SIDING TRIM SIDING TRIM (SEE DETAIL 9-A8.1) 21 EXT GLASS DOOR W/ WEATHER SEAL AND SIDELIGHT 22 SIGNAGE: FIRE RISER ROOM (SEE DETAIL 6-A8.3) 23 SIGNAGE: ELECTRICAL ROOM (SEE DETAIL 7-A8.3) 24 GAS METER TREE MANIFOLDS - SEE PLUMBING 25 INTERMOUNTAIN GAS APPROVED GAS METER SHELTER, BLACK (SLANT WALL MOUNT AS MFR'D BY PREMIER SITE FURNITURE - COORDINATE SIZE WITH GAS METER TREE SIZE) 26 METAL BUILDING SIGNAGE (SEE DETAIL 8-A8.3) OVERALL EXTERIOR ELEVATIONS A3.1 1/8" = 1'-0"1 FRONT EXTERIOR ELEVATION 1/8" = 1'-0"2 LEFT EXTERIOR ELEVATION sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" 2 A4.1 1 A4.2 2 A4.2 10 ' - 4 " 9' - 1 " 12 6 12 6 11 11 11 11 16 16 1 3 4 4 5 6 14 4 4 1 3 4 6 14 5 28 8 8 28 8 86 21 9 17 6 21 917 7714 13 15 15 15 14 14 14 4 1812 18 12 22222 11 1117911 2111 7 7 2020 88 5 6 66 8 8 77 19 ABCC.5DEF 17911 21 11 1919 1919 19 13 13 3 A4.6 3 A4.6 5 26 LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" 1 A4.1 10 ' - 4 " 9' - 1 " 12 6 12 6 12 6 14 4 4 4 4 4 2 2 134 18 5 7 11 7 11 14 14 8 3 5 7 11 7 11 14 8 3 13 13 2 2 8 6 8 17 9 21 11 20 20 8 8 1 1 19 9' - 6 " T.O. STONE VENEER = 109'-6" 1233.84 2.5 19 19 ELECTRICAL 23 25 24 24 6 19 16 16 GENERAL NOTES FINISH GRADING - SEE CIVIL FOOTINGS - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL (PLASTER ALL FDN WALL ABOVE GRADE) SCALE: 1/8" = 1'-0" 4'8'0 16' 1.REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2.REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3.ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4.NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6.GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. KEY NOTES: EXTERIOR ELEVATIONS 1 2 3 4 5 6 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT 7 VERTICAL SIDING (BOARD AND BATTEN) 8 HORIZONTAL LAP SIDING 9 MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL 10 SLIDING WINDOW WITH EGRESS COMPLIANCE (SEE DETAILS 8-A8.1 AND 12-A8.1) 11 SLIDING PATIO DOOR 12 METAL STANDING SEAM AWNING, BLACK (AWNTECH 68"wx2'hx3'd HOUSTONIAN, OR EQUAL) 13 METAL GUARDRAIL (PAINTED BLACK) 14 CONCRETE FILLED METAL PAN STAIRS 15 LIGHT FIXTURE - SEE ELECTRICAL 16 PREFINISHED METAL GUTTER & DOWNSPOUT 17 METAL BUILDING SIGNAGE (SEE DETAIL 1-A8.3) 18 MECHANICAL GRILLE (BLACK) - SEE MECHANICAL DURADEK MEMBRANE (PATIO SURFACE) EXT GRADE DOOR W/ WEATHER SEAL 19 3/4"x7-1/4" SIDING TRIM 20 3/4"x11-1/4" SIDING TRIM SIDING TRIM (SEE DETAIL 9-A8.1) 21 EXT GLASS DOOR W/ WEATHER SEAL AND SIDELIGHT 22 SIGNAGE: FIRE RISER ROOM (SEE DETAIL 6-A8.3) 23 SIGNAGE: ELECTRICAL ROOM (SEE DETAIL 7-A8.3) 24 GAS METER TREE MANIFOLDS - SEE PLUMBING 25 INTERMOUNTAIN GAS APPROVED GAS METER SHELTER, BLACK (SLANT WALL MOUNT AS MFR'D BY PREMIER SITE FURNITURE - COORDINATE SIZE WITH GAS METER TREE SIZE) 26 METAL BUILDING SIGNAGE (SEE DETAIL 8-A8.3) 1/8" = 1'-0"1 REAR EXTERIOR ELEVATION 1/8" = 1'-0"2 RIGHT EXTERIOR ELEVATION sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C OVERALL EXTERIOR ELEVATIONS A3.2 GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. 1 BREEZEWAY ELEVATIONS ALONG GRIDS 'B' AND 'E': LEVEL 1 1 2 3 4 2.5 13.8 23 1/4" = 1'-0"1 BREEZEWAY ELEVATIONS ALONG GRIDS 'C' AND 'D': LEVEL 1 3.8 2.5 2.5 1/4" = 1'-0"1 BREEZEWAY ELEVATIONS: BICYCLE STORAGE 1/4" = 1'-0" 2.5 13.8 1/4" = 1'-0"1 BREEZEWAY ELEVATIONS ALONG GRIDS 'C' AND 'D': LEVEL 2 1 BREEZEWAY ELEVATIONS ALONG GRIDS 'B' AND 'E': LEVEL 2 1 2 3 43.8 1/4" = 1'-0" 3 2 STORAGE ### STORAGE ### STORAGE ### STORAGE ### STORAGE ### BLDG NAME ### BLDG NAME ### BLDG NAME ### BLDG NAME ### BLDG NAME ###M###M###M### M###M### M###M### M###M###M### BLDG NAME ### BLDG NAME ### BLDG NAME ### BLDG NAME ### BLDG NAME ### SCALE: 1/4" = 1'-0" 2'4'0 8' KEY NOTES: BUILDING SECTIONS 1 2 3 4 5 6 7 8 HORIZONTAL LAP SIDING 9 MANUFACTURED STONE VENEER 10 11 12 13 METAL GUARDRAIL (PAINTED BLACK) 14 LIGHT FIXTURE - SEE ELECTRICAL EXT GRADE DOOR W/ WEATHER SEAL 3/4"x7-1/4" SIDING TRIM (SEE DETAIL 9-A8.1, SIM.) SIGNAGE: APARTMENT UNIT (SEE DETAIL 2-A8.3) SIGNAGE: BIKE STORAGE (SEE DETAIL 3-A8.3) SIGNAGE: BREEZEWAY MECHANICAL ROOM (SEE DETAIL 4-A8.3) METAL STAIR STRINGERS (PAINTED BLACK) 3/4"x3-1/2" SIDING TRIM (SEE DETAIL 11-A8.1) 3/4"x3-1/2" CORNER SIDING TRIM (SEE DETAIL 15-A8.1) PREFINISHED METAL FLASHING (SEE DETAIL 5-A8.3) STEEL BEAM FASCIA (PAINTED BLACK) 1 3 5 4 6 5 2 5 67 14 13 12 8 1010 10 10 10 99999 7 7 7 7 7 7 5 8 5 6 6 222 22 2 222 5 13 14 12 6 2 77 7 7 7 8 6 6 6 6 6 6 55555 55 12 5 5 5 5 5 5 5 5 8 7 7 7 8 2222222 5 6 2 14 1312 12 6666666 5 14 13 6 2 55 67 8 1010 7 5 8 5 66 222 77 66 14 13 2 5 12 5 14 13 2 10 10 10 7 7 7 8 5 5 5 5 5 5 5 8 7 7 7 8 2222222 2 6666666 14 13 5 14 13 1212 2 5 15 15 FOUNDATION WALL, PLASTER FINISHED 15 1515 SLOPED PAVEMENT - SEE CIVILSLOPED PAVEMENT - SEE CIVIL SLOPED PAVEMENT - SEE CIVIL SLOPED PAVEMENT - SEE CIVIL 3'-0"3'-0" 3'-0" STAIR NOSE STAIR NOSESTAIR NOSE 3'-0" STAIR NOSE 5'-8" STONE VENEER 13 13 EXTERIOR BUILDING BREEZEWAY ELEVATIONS A3.3 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C KEY PLAN 2 BED 2 BATH 2 BED 2 BATH 2 BED 2 BATH 1 BED 1 BATH 2 BED 1 BATH 2 BED 1 BATH 1BED 1BATH 1BED 1BATH STUDIO 3 BED 2 BATH BR E E Z E W A Y ' B ' 2- A 3 . 5 BR E E Z E W A Y ' A ' 1- A 3 . 5 D EBC UP UP 1/4" = 1'-0"1 BREEZEWAY 'A' PLAN UP UP B C D E 1 2 3 3.8 4 2.5 B C D E 1 2 3 3.8 4 3' - 4 " 2" 3' - 0 " 2" 22 ' - 1 1 " 2' - 1 " 6'-0" 2' - 1 0 " 2'-61 2" 6' - 1 " 3 1 2 " 6' - 0 " 3 1 2 " 6' - 1 " 51 2"51 2" 3'-0" 3 1 2 " 3 1 2 " 5'-61 2" 51 2" 5 1 2 " 10 1 2 " 20 ' - 1 " 5 1 2 " 4' - 0 " 1' - 7 " 2' - 0 1 2 " 31 2"4'-3"4'-7" 6' - 8 " 5 1 2 " 5 1 2 " 4' - 6 " 5' - 6 " 10 1 2 " 5 1 2 " 8' - 2 " 2' - 0 1 2 " 6' - 1 1 2 " 19 ' - 4 " 4' - 1 1 " 2' - 1 " 2' - 1 0 " 4' - 1 1 " 18 ' - 0 1 2 " 5 1 2 " 4' - 0 " 31 2"31 2"4'-101 2" 9'-81 2"4'-101 2"51 2"2'-61 2"51 2" 4' - 1 0 " 3' - 6 " 6'-01 2"51 2" 6'-6" 51 2" 1' - 1 1 " 5 1 2 " 5 1 2 " 1' - 5 1 2 " 5' - 9 1 4 " 10 1 2 " 5 1 2 " 2' - 4 " 3' - 6 " 13 ' - 4 " 3'-0" 10 1 2 " 5' - 9 1 4 " 1' - 1 1 " 5 1 2 " 1' - 5 1 2 " 6'-01 2" 6'-6" 51 2"51 2" 4' - 6 " 4' - 6 " 4' - 1 0 1 2 " 4'-1 0 1 2 " 3' - 4 " 2" 3' - 0 " 2" 22 ' - 1 1 " 19 ' - 8 " 22 ' - 0 " 7' - 2 " 3' - 4 " 2" 3' - 0 " 2" 16 ' - 1 0 " 5' - 8 " 27 ' - 4 " 2" 5' - 1 0 " 1' - 8 " 3' - 4 " 2" 3' - 0 " 2" 3' - 4 " 2" 3' - 0 " 2" 22 ' - 1 1 " 2' - 1 " 6'-0" 2' - 1 0 " 2'-61 2" 6' - 1 " 3 1 2 " 6' - 0 " 3 1 2 " 6' - 1 " 51 2"51 2" 3'-0" 3 1 2 " 3 1 2 " 5'-61 2" 51 2" 5 1 2 " 10 1 2 " 20 ' - 1 " 5 1 2 " 4' - 0 " 1' - 7 " 2' - 0 1 2 " 31 2"4'-3"4'-7" 5 1 2 " 5 1 2 " 12 ' - 5 " 5' - 6 1 2 " 5 1 2 " 8' - 8 " 2' - 0 1 2 " 6' - 2 " 19 ' - 4 " 4' - 1 1 " 2' - 1 " 2' - 1 0 " 4' - 1 1 " 18 ' - 0 1 2 " 5 1 2 " 4' - 0 " 31 2"31 2"4'-101 2" 9'-81 2"4'-101 2"51 2"2'-61 2"51 2" 2' - 4 " 3' - 6 " 6'-01 2"51 2" 6'-6" 51 2" 1' - 1 1 " 5 1 2 " 5 1 2 " 1' - 5 1 2 " 5' - 9 1 4 " 5 1 2 " 2' - 4 " 3' - 6 " 13 ' - 4 " 5' - 9 1 4 " 1' - 1 1 " 5 1 2 " 1' - 5 1 2 " 6'-01 2" 6'-6" 51 2"51 2" 4' - 6 " 4' - 6 " 4'-1 0 1 2 " 4 ' - 1 0 1 2 " 1' - 1 0 " 3' - 4 " 2" 3' - 0 " 2" 22 ' - 1 1 " 19 ' - 8 " 22 ' - 0 " 3' - 4 " 2" 3' - 0 " 2" 19 ' - 4 " 5' - 8 " 27 ' - 4 " 2" 5' - 1 0 " 1' - 8 " 3' - 4 " 2" 3' - 0 " 2" 1' - 7 " 10 1 2 " 5' - 9 " 5 1 2 " 5' - 9 " 5' - 9 " 1/4" = 1'-0"2 BREEZEWAY 'B' PLAN A A5.6 B A5.6 1 2 A A 9' - 7 " 15 ' - 0 " 14 ' - 1 0 1 2 " 8' - 8 " 1/4" = 1'-0"4 CLOSET - FIRE RISER & WATER SERVICE F F 1 2 1/4" = 1'-0"3 CLOSET W1 W1 W1 W1 W2 W2 W2 W2 W13 W13 W13 W3 W3 W3 W3 W3 W3 W3W4 W4 W4 W2 W8 W8 W8 W1W1 W2 W 3 5' - 0 1 4 " W8 W2 W2 W2 W 8 W2 W8 W 2 W1 W1 W1 W2 W2 W2 W2 W13 W13 W3 W3 W 3 W3 W3 W3 W3 W4 W4 W4 W2 W8 W8 W8 W1 W1 W2 W 3 W8 W2 W2 W 2 W 8 W2 W8 W 2 W1 W13 W9 W8 W8 W10 W10 W11 W11 W11 W11 W11 W11 W11W11 W11 W11 W11W11 W11 W11 W12 W12W12W12 W12 W12W12 W12 C1 P P P P C1 P P P P C1 GB GB GB GB C1 GB GB GB GB C1 GB GB GB GB C1 GB GB GB GB C1 GB GB GB GB C1 GB GB GB GB C1 GB GB GB GB C1 GB GB GB GB 3'-0" C1 P P P P C1 P P P P C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 WW W W WW C1 GB GB GB GB C1 GB GB GB GB C2C2 W11 W11 W11 W11 W11W11 W11 W11 W2W2 W8 7' - 2 " 1' - 1 0 " 1' - 1 0 " 1' - 1 0 " GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. ENLARGED BREEZEWAY PLANS A3.5 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C KEY PLAN 2 BED 2 BATH 2 BED 2 BATH 2 BED 2 BATH 1 BED 1 BATH 2 BED 1 BATH 2 BED 1 BATH 1BED 1BATH 1BED 1BATH STUDIO 3 BED 2 BATH FINISH PLAN LEGEND CEILING PLAN LEGEND V GB GB GB GB WALL FINISH DESIGNATIONGB V FLOOR FINISH DESIGNATION INTERIOR ELEVATION SHEET NUMBER INTERIOR ELEVATION DESIGNATION CT CARPET PAINTED INTERIOR BASE TRIM T TILE: DALTILE 12x24 SKYBRIDGE, SY98 GRAY PAINTED INTERIOR BASE TRIM V VINYL PLANK FLOORING: PARADIGM TIGERS EYE, PAR1259PAD PAINTED INTERIOR BASE TRIM WALL FINISHES PAINTED GYPSUM BOARD (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) GB TILE ON CRACK-ISOLATION & WATERPROOF MEMBRANE (TCA F113), MAPELASTIC AQUADEFENSE WITH REINFORCING FIBER C1 SEALED CONCRETE WITH BROOM FINISH PAINTED INTERIOR BASE TRIM (RESILIENT BASE IN BREEZEWAY BICYCLE STORAGE) PAINTED EXT SHEATHING (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) P C2 SEALED CONCRETE WITH BROOM FINISH SEE ELEVATIONS FOR EXTERIOR FINISH BASE W WATERPROOF PEDESTRIAN TRAFFIC COATINGS (DUREDEK) SEE ELEVATIONS FOR EXTERIOR FINISH 1 PAINTED 1-HR GYP BD CEILING ON RESILIENT CHANNELS (2-A9.1) LIGHT FIXTURE - SEE ELECTRICAL FOR RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 4-A9.1 AIR REGISTER - SEE MECHANICAL 2 PAINTED GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL FOR NON-ICC RATED RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 5-A9.1 AIR REGISTER - SEE MECHANICAL ACCESSORY SCHEDULE A GRAB BARS: 18", 36", & 42" ·MOUNT ALL ACCESSORIES PER ADA CLEARANCES AND HEIGHTS SHOWN ON SEE SHEET A0.4 ·CONTRACTOR TO PROVIDE PROPER BLOCKING IN WALL FOR ALL ACCESSORIES, BRACES, MOUNTING HARDWARE, ETC. AS REQ'D. 1 2 3 4SH T . A 7 . 1 FOR THE FOLLOWING ACCESSORIES: ·AT TYPE 'A' UNITS (LEVEL 1 OF THE FIRST BUILDING: HAWTHORN) PROVIDE ACCESSORIES AND REQ'D BLOCKING ·AT TYPE 'B' UNITS (LEVEL 1 OF ALL OTHER BUILDINGS) PROVIDE BLOCKING FOR FUTURE INSTALLATION OF THESE ACCESSORIES 1 TOILET TISSUE HOLDER 2 TOWEL RING 3 TOWEL BAR 5 MIRROR (SEE ELEVATION) 6 CLOTHES ROD, BRACKETS, & SHELF C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" 4 SHOWER CURTAIN ROD 7 TANK LEVER FOLDING SHOWER SEATE 8 FRAMED SHOWER DOOR (MATTE BLACK) BR E E Z E W A Y ' B ' 2- A 3 . 5 BR E E Z E W A Y ' A ' 1- A 3 . 5 CLOSET: FIRE RISER & WATER SERVICE 4-A3.5 CLOSET 3-A3.5 LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" 2 A4.1 1 A4.2 2 A4.2 3 BED 2 BATH 3 BED 2 BATHM2 1 0 M1 1 0 1 BED 1 BATH1 BED 1 BATH1 BED 1 BATH M1 0 3 M2 0 3 BR E E Z E W A Y BR E E Z E W A Y BR E E Z E W A Y BR E E Z E W A Y BR E E Z E W A Y BR E E Z E W A Y BR E E Z E W A Y BR E E Z E W A Y A4.5 1 10 ' - 4 " 9' - 1 " 12 6 12 6 A B C C.5 D E F 1 3 2 26 22 244 23 27 36 9 18 18 17 5 14 6 14 20 2 2 27 23 6 6 3 2 27 23 3 18 28 4 4 11 11 A4.6 1 A4.5 2 1 3 2 6 14 4 5 14 20 4 23 27 2 8 26 22 28 8 18 2 27 23 3 2 27 23 3 2 6 6 26 22 26 22 25 25 30 30 3030 33 34 33 33 34 33 23 3535 35 BICYCLE STORAGE BICYCLE STORAGE 1 BED 1 BATH1 BED 1 BATH1 BED 1 BATH BICYCLE STORAGE BICYCLE STORAGE LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" 1 A4.1 A5.6 B A5.6 A BICYCLE STORAGE BICYCLE STORAGE BREEZEWAYBREEZEWAY BREEZEWAY BREEZEWAY 10 ' - 4 " 9' - 1 " 12 6 12 6 1 2 3 3.8 42.5 15 B.O. LINTEL = 117'-2" 6' - 1 0 " B.O. LINTEL = 117'-2" 6' - 1 0 " 29 7 15 29 7 24 4 5'-8" STONE VENEER 22 11 11 11 31 32 11 11 31 32 11 3434 34 35 37 37 GENERAL NOTES FINISH GRADING - SEE CIVIL FOOTINGS - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL (PLASTER ALL FDN WALL ABOVE GRADE) SCALE: 1/8" = 1'-0" 4'8'0 16' 1.REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2.REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3.ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4.NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6.GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. KEY NOTES: BUILDING SECTIONS 1 2 3 4 5 6 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT 7 VERTICAL SIDING (BOARD AND BATTEN) 8 HORIZONTAL LAP SIDING 9 MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL 10 SLIDING WINDOW WITH EGRESS COMPLIANCE (SEE DETAILS 8-A8.1 AND 12-A8.1) 11 SLIDING PATIO DOOR 12 METAL STANDING SEAM AWNING, BLACK (AWNTECH 68"wx2'hx3'd HOUSTONIAN, OR EQUAL) 13 METAL GUARDRAIL (PAINTED BLACK) 14 CONCRETE FILLED METAL PAN STAIRS 15 LIGHT FIXTURE - SEE ELECTRICAL 16 PREFINISHED METAL GUTTER & DOWNSPOUT 17 METAL BUILDING SIGNAGE (SEE DETAIL 1-A8.3) 18 MECHANICAL GRILLE (BLACK) - SEE MECHANICAL DURADEK MEMBRANE (PATIO SURFACE) EXT GRADE DOOR W/ WEATHER SEAL 19 3/4"x7-1/4" SIDING TRIM 20 3/4"x11-1/4" SIDING TRIM (SEE DETAIL 9-A8.1) 21 CONCRETE SLAB - SEE STRUCTURAL 22 CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL 23 STRUCTURAL FILL, OVER GEOGRID, OVER GEOFABRIC 24 ROOF FRAMING AND SHEATHING - SEE STRUCTURAL 25 1 HR FLOOR/CEILING ASSEMBLY (SEE 2-A9.1)26 1-HR FIRE PARTITION WALL (SEE 1-A9.1) PERIMETER INSULATION (R-10, MIN.)27 ATTIC INSULATION (R-49, MIN.)28 MANUFACTURED STONE VENEER OR PRE-CAST CONCRETE LINTEL (12" HIGH)29 DRAFTSTOPPING INSTALLED FROM TOP OF DWELLING UNIT SEPARATION WALL AND UNDERSIDE OF ROOF SHEATHING ABOVE 30 COMPOSITE CONCRETE FLOOR SLAB - SEE STRUCTURAL31 CONCRETE FILLED METAL PAN STAIR TREAD/RISER SYSTEM32 PAINTED 5/8" TYPE 'X' GYP BOARD OVER CLASS I VAPOR RETARDER33 PAINTED 5/8" TYPE 'X' EXTERIOR GYP BOARD OVER CLASS I VAPOR RETARDER34 CONCRETE SLAB OVER FLOOR FRAMING - SEE STRUCTURAL35 EXT GLASS DOOR W/ WEATHER SEAL AND SIDELIGHT36 PREFINISHED METAL FLASHING, MATCH STONE VENEER LINTEL37 BUILDING SECTIONS A4.1 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C 1/8" = 1'-0"1 BUILDING LONGITUDINAL SECTION 1/8" = 1'-0"2 BUILDING CROSS SECTION AT BREEZEWAY LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" 1 A4.1 10 ' - 4 " 9' - 1 " A4.5 1 A4.5 1 12 6 12 6 12 6 1 2 3 3.8 42.5 A4.5 3 1 3 7 14 23 2 8 26 22 28 8 4 27 25 25 25 25 11 11 28 28 A4.5 3 1 3 7 14 23 2 8 26 22 8 27 11 11 23 2 23 2 26 22 33 33 33 22 23 2 BED 2 BATH 1 BED 1 BATH 2 BED 2 BATH 2 BED 2 BATH 1 BED 1 BATH 2 BED 2 BATH LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" LEVEL 1 100' - 0" TOP OF WALL 119' - 5" LEVEL 2 110' - 4" 1 A4.1 1 BED 1 BATH2 BED 1 BATH 10 ' - 4 " 9' - 1 " A4.5 1 12 6 12 6 12 6 1 2 3 3.8 42.5 23 27 36 9 2 A4.6 2 17 A4.5 4 1 3 7 10 23 2 8 8 27 14 6 19 25 25 23 2 2828 26 22 26 22 33 33 1 BED 1 BATH2 BED 1 BATH 11 11 11 11 GENERAL NOTES FINISH GRADING - SEE CIVIL FOOTINGS - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL (PLASTER ALL FDN WALL ABOVE GRADE) SCALE: 1/8" = 1'-0" 4'8'0 16' 1.REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2.REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3.ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4.NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6.GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. KEY NOTES: BUILDING SECTIONS 1 2 3 4 5 6 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT 7 VERTICAL SIDING (BOARD AND BATTEN) 8 HORIZONTAL LAP SIDING 9 MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL 10 SLIDING WINDOW WITH EGRESS COMPLIANCE (SEE DETAILS 8-A8.1 AND 12-A8.1) 11 SLIDING PATIO DOOR 12 METAL STANDING SEAM AWNING, BLACK (AWNTECH 68"wx2'hx3'd HOUSTONIAN, OR EQUAL) 13 METAL GUARDRAIL (PAINTED BLACK) 14 CONCRETE FILLED METAL PAN STAIRS 15 LIGHT FIXTURE - SEE ELECTRICAL 16 PREFINISHED METAL GUTTER & DOWNSPOUT 17 METAL BUILDING SIGNAGE (SEE DETAIL 1-A8.3) 18 MECHANICAL GRILLE (BLACK) - SEE MECHANICAL DURADEK MEMBRANE (PATIO SURFACE) EXT GRADE DOOR W/ WEATHER SEAL 19 3/4"x7-1/4" SIDING TRIM 20 3/4"x11-1/4" SIDING TRIM (SEE DETAIL 9-A8.1) 21 CONCRETE SLAB - SEE STRUCTURAL 22 CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL 23 STRUCTURAL FILL, OVER GEOGRID, OVER GEOFABRIC 24 ROOF FRAMING AND SHEATHING - SEE STRUCTURAL 25 1 HR FLOOR/CEILING ASSEMBLY (SEE 2-A9.1)26 1-HR FIRE PARTITION WALL (SEE 1-A9.1) PERIMETER INSULATION (R-10, MIN.)27 ATTIC INSULATION (R-49, MIN.)28 MANUFACTURED STONE VENEER OR PRE-CAST CONCRETE LINTEL (12" HIGH)29 DRAFTSTOPPING INSTALLED FROM TOP OF DWELLING UNIT SEPARATION WALL AND UNDERSIDE OF ROOF SHEATHING ABOVE 30 COMPOSITE CONCRETE FLOOR SLAB - SEE STRUCTURAL31 CONCRETE FILLED METAL PAN STAIR TREAD/RISER SYSTEM32 PAINTED 5/8" TYPE 'X' GYP BOARD OVER CLASS I VAPOR RETARDER33 PAINTED 5/8" TYPE 'X' EXTERIOR GYP BOARD OVER CLASS I VAPOR RETARDER34 CONCRETE SLAB OVER FLOOR FRAMING - SEE STRUCTURAL35 EXT GLASS DOOR W/ WEATHER SEAL AND SIDELIGHT36 PREFINISHED METAL FLASHING, MATCH STONE VENEER LINTEL37 BUILDING SECTIONS A4.2 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C 1/8" = 1'-0"1 BUILDING LONGITUDINAL SECTION 1/8" = 1'-0"2 BUILDING CROSS SECTION AT BREEZEWAY LEVEL 1 = 100'-0" 10 ' - 4 " T.O. FOOTING = 97'-6" 2' - 6 " A9.1 2 EGRESS COMPLIANT GLIDING WINDOW PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL PERIMETER INSULATION (R-10, MIN.) FOOTING - SEE STRUCTURAL 36 " M I N . F R O S T D E P T H PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. 9' - 1 " A8.1 2 A8.1 4 A8.1 2 A8.1 4 A8.1 9 SIM LEVEL 2 = 110'-4" TOP OF WALL = 119'-5" 1 HR FLOOR/CEILING ASSEMBLY 3/4"x7-1/4" SIDING TRIM, TYP. HORIZONTAL LAP SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING 6" SLOPE FINISH GRADE AWAY FROM BLDG - SEE CIVIL SLOPE EGRESS COMPLIANT GLIDING WINDOW EGRESS COMPLIANT GLIDING WINDOW HORIZONTAL LAP SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING PRE-FINISHED METAL SOFFIT A8.2 16 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT 2'-0" ICE & WATER SHIELD 2 SCALE: 1/2" = 1'-0" WALL SECTION - HORZONTAL SIDING LEVEL 1 = 100'-0" 10 ' - 4 " T.O. FOOTING = 97'-6" 2' - 6 " A9.1 2 EGRESS COMPLIANT GLIDING WINDOW PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL PERIMETER INSULATION (R-10, MIN.) FOOTING - SEE STRUCTURAL 36 " M I N . F R O S T D E P T H PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. 9' - 1 " A8.1 4 A8.1 5 A8.1 7 A8.1 9 LEVEL 2 = 110'-4" TOP OF WALL = 119'-5" 1 HR FLOOR/CEILING ASSEMBLY 3/4"x11-1/4" SIDING TRIM, TYP. MANUFACTURED STONE VENEER OVER (2) LAYERS OF WEATHER BARRIER OVER EXTERIOR SHEATHING 6" SLOPE FINISH GRADE AWAY FROM BLDG - SEE CIVIL SLOPE EGRESS COMPLIANT GLIDING WINDOW VERTICAL SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING PRE-FINISHED METAL SOFFIT A8.2 16 2'-0" grid 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT ICE & WATER SHIELD 3 SCALE: 1/2" = 1'-0" WALL SECTION - VERTICAL SIDING W/ STONE BASE PAINTED 1/2" GYP BD OVER CLASS I VAPOR RETARDER PAINTED 1/2" GYP BD OVER CLASS I VAPOR RETARDER ATTIC INSULATION (R-49, MIN.) T.O. STONE VENEER = 109'-6"B.O. SIDING TRIM = 109'-6" LEVEL 1 = 100'-0" 10 ' - 4 " T.O. FOOTING = 97'-6" 2' - 6 " A9.1 2 EGRESS COMPLIANT GLIDING WINDOW PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL PERIMETER INSULATION (R-10, MIN.) FOOTING - SEE STRUCTURAL 36 " M I N . F R O S T D E P T H PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. 9' - 1 " A8.1 2 A8.1 4 A8.1 5 A8.1 7 A8.1 9 LEVEL 2 = 110'-4" TOP OF WALL = 119'-5" 1 HR FLOOR/CEILING ASSEMBLY 3/4"x11-1/4" SIDING TRIM, TYP. MANUFACTURED STONE VENEER OVER (2) LAYERS OF WEATHER BARRIER OVER EXTERIOR SHEATHING 6" SLOPE FINISH GRADE AWAY FROM BLDG - SEE CIVIL SLOPE EGRESS COMPLIANT GLIDING WINDOW VERTICAL SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING PRE-FINISHED METAL SOFFIT 2'-0" grid 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT ICE & WATER SHIELD 4 SCALE: 1/2" = 1'-0" WALL SECTION - VERTICAL SIDING W/ STONE BASE PAINTED 1/2" GYP BD OVER CLASS I VAPOR RETARDER T.O. STONE VENEER = 109'-6" A8.2 17 METAL STANDING SEAM AWNING A8.1 10 A8.1 10 grid A9.1 2 A9.1 2 1 HR FLOOR/CEILING ASSEMBLY THERMAFIBER FIRE INSULATION BLOCKING AT EACH FLOOR LEVEL CLARKDIETRICH BUILDING SYSTEMS (2) 2" C-RUNNERS, FASTEN TRACKS WITH 3/8" TYPE 'S' SCREWS @ 24" O.C. CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL MINERAL WOOL SOUND BATT INSULATION 2x4 STUD WALL - SEE STRUCT. CROSS BRACE AT MID HEIGHT FOR CLIP ATTACHMENT PLYWOOD SHEATHING - SEE STRUCT. (2) 1" SHAFT LINER PANELS 3/4" MINIMUM AIR SPACE CLARKDIETRICH BUILDING SYSTEMS 2" C-RUNNER, FASTEN WITH POWER DRIVEN FASTENER @ 24" O.C. TO FOUNDATION FOOTING - SEE STRUCTURAL SEALANT ALONG EDGE OF TRACK LEVEL 2 = 110'-4" T.O. WALL = 119'-5" LEVEL 1 = 100'-0" 9' - 1 " 10 ' - 4 " THERMAFIBER FIRE INSULATION BLOCKING AT EACH FLOOR LEVEL CLARKDIETRICH BUILDING SYSTEMS 2" C-RUNNER, FASTEN WITH 3/8" TYPE 'S' SCREWS @ 24" O.C. ATTIC INSULATION (R-49, MIN.) ROOF TRUSSES AND ROOF DECK - SEE STRUCTURAL 1/2" TYPE X GYP BD BATTENS @ ALL EXPOSED METAL SURFACES WHERE STUD WALL DOES NOT EXIST PAINTED 1/2" GYP BD OVER CLASS I VAPOR RETARDER 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT 1 SCALE: 1/2" = 1'-0" WALL SECTION - 1 HR FIRE PARTITION WALL (UL U347) (2) 1" SHAFT LINER PANELS STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC CLARKDIETRICH BUILDING SYSTEMS ALUMINUM CLIP AT EACH FLOOR LEVEL @ 24" O.C. AND SPACE CLIPS A MAX OF 5' O.C. VERTICALLY BETWEEN WOOD FRAMING AND H-STUDS. ATTACH WITH 3/8" TYPE 'S' PAN HEAD SCREWS TO H-STUDS AND WITH 1-1/4" LONG SCREWS TO WOOD FRAMING CLARKDIETRICH BUILDING SYSTEMS ALUMINUM CLIP AT EACH FLOOR LEVEL @ 24" O.C. AND SPACE CLIPS A MAX OF 5' O.C. VERTICALLY BETWEEN WOOD FRAMING AND H-STUDS. ATTACH WITH 3/8" TYPE 'S' PAN HEAD SCREWS TO H-STUDS AND WITH 1-1/4" LONG SCREWS TO WOOD FRAMING PAINTED 1/2" GYP BD APPLIED VERTICALLY. ATTACH W/ 1-1/4" LONG STEEL SCREWS @ 12" O.C. STC RATING: 61 MINIMUM MINERAL WOOL SOUND BATT INSULATION 2x4 STUD WALL - SEE STRUCT. CROSS BRACE AT MID HEIGHT FOR CLIP ATTACHMENT PLYWOOD SHEATHING - SEE STRUCT. (2) 1" SHAFT LINER PANELS 3/4" MINIMUM AIR SPACE PAINTED 1/2" GYP BD APPLIED VERTICALLY. ATTACH W/ 1-1/4" LONG STEEL SCREWS @ 12" O.C. ACOUSTICAL SEALANT, TYP BOTH SIDES ACOUSTICAL SEALANT, TYP BOTH SIDES A8.1 2 ATTIC INSULATION (R-49, MIN.)ATTIC INSULATION (R-49, MIN.) WALL SECTIONS A4.5 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C 1 SCALE: 1/2" = 1'-0" WALL SECTION - PATIO ALCOVES A8.2 1 & 4 A8.2 2 LEVEL 2 = 110'-4" TOP OF WALL = 119'-5" LEVEL 1 = 100'-0" 9' - 1 " 10 ' - 4 " T.O. FOOTING = 97'-6" 2' - 6 " METAL GUARDRAIL A4.6 A A8.2 11 & 12 A8.2 11 & 12 A9.1 2 PATIO MEMBRANE OVER PLYWOOD SHEATHING EXT GRADE DOOR W/ WEATHER SEAL SIDING TRIM, TYP. SIDING (BEYOND), SEE ELEVATION SLIDING PATIO DOOR PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. METAL GUARDRAIL 4" CONCRETE SLAB ON GRADE OVER 4" FREE DRAINING GRANULAR FILL A4.6 B EXT GRADE DOOR W/ WEATHER SEAL SIDING TRIM, TYP. SIDING (BEYOND), SEE ELEVATION PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL PRE-FINISHED METAL SOFFIT SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING A8.2 16 PRE-FINISHED METAL SOFFIT SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING FOUNDATION WALL - SEE STRUCTURAL PERIMETER INSULATION (R-10, MIN.) FOOTING - SEE STRUCTURAL36 " M I N . F R O S T D E P T H 1 HR FLOOR/CEILING ASSEMBLY SLOPE SLOPE 2'-0" ICE & WATER SHIELD 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT PAINTED 1/2" GYP BD OVER CLASS I VAPOR RETARDER 3' - 6 " G U A R D R A I L 3' - 6 " G U A R D R A I L 2 SCALE: 1/2" = 1'-0" WALL SECTION - PATIO ALCOVES A8.2 1 & 4 A8.2 2 LEVEL 2 = 110'-4" TOP OF WALL = 119'-5" LEVEL 1 = 100'-0" 9' - 1 " 10 ' - 4 " T.O. FOOTING = 97'-6" 2' - 6 " METAL GUARDRAIL PATIO MEMBRANE OVER PLYWOOD SHEATHING A4.6 A SLIDING PATIO DOOR A9.1 2 SIDING (BEYOND), SEE ELEVATION SLIDING PATIO DOOR PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. METAL GUARDRAIL 4" CONCRETE SLAB ON GRADE OVER 4" FREE DRAINING GRANULAR FILL A4.6 B MANUFACTURED STONE VENEER (BEYOND), SEE ELEVATION PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL PRE-FINISHED METAL SOFFIT SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING PRE-FINISHED METAL SOFFIT SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING FOUNDATION WALL - SEE STRUCTURAL PERIMETER INSULATION (R-10, MIN.) FOOTING - SEE STRUCTURAL36 " M I N . F R O S T D E P T H 1 HR FLOOR/CEILING ASSEMBLY SLOPE SLOPE 2'-0" ICE & WATER SHIELD 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT PAINTED 1/2" GYP BD OVER CLASS I VAPOR RETARDER 3' - 6 " G U A R D R A I L 3' - 6 " G U A R D R A I L T.O. WALL OPENING = 127'-9" VERTICAL SIDING OVER WEATHER BARRIER OVER EXT SHEATHING 3/4"x7-1/4" SIDING TRIM grid A8.2 17 3 SCALE: 1/2" = 1'-0" WALL SECTION - PATIO ALCOVES EXTENDING OUT A8.2 4 A8.2 2 LEVEL 2 = 110'-4" TOP OF WALL = 119'-5" LEVEL 1 = 100'-0" 9' - 1 " 10 ' - 4 " T.O. FOOTING = 97'-6" 2' - 6 " METAL GUARDRAIL PATIO MEMBRANE OVER PLYWOOD SHEATHING A4.6 A A8.2 11 & 12 A8.2 7 & 8 A9.1 2 EXT GRADE DOOR W/ WEATHER SEAL 3/4"x3-1/2" SIDING TRIM, TYP. VERTICAL SIDING (BEYOND) SLIDING PATIO DOOR PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. METAL GUARDRAIL 4" CONCRETE SLAB ON GRADE OVER 4" FREE DRAINING GRANULAR FILL A4.6 B EXT GRADE DOOR W/ WEATHER SEAL MANUFACTURED STONE VENEER (BEYOND), SEE ELEVATION EXT GLASS DOOR W/ SIDELIGHT PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL PRE-FINISHED METAL SOFFIT SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING PRE-FINISHED METAL SOFFIT HORIZONTAL SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING FOUNDATION WALL - SEE STRUCTURAL PERIMETER INSULATION (R-10, MIN.) FOOTING - SEE STRUCTURAL36 " M I N . F R O S T D E P T H 1 HR FLOOR/CEILING ASSEMBLY SLOPE SLOPE 2'-0" ICE & WATER SHIELD 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT PAINTED 1/2" GYP BD OVER CLASS I VAPOR RETARDER ATTIC INSULATION (R-49, MIN.) 3' - 6 " G U A R D R A I L 3' - 6 " G U A R D R A I L grid 1'-4" STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC EXT GLASS DOOR W/ SIDELIGHTEXT GLASS DOOR W/ SIDELIGHT A8.2 11 SIM. A8.2 11 SIM. A8.2 11 A8.2 11 A8.2 16 ATTIC INSULATION (R-49, MIN.) A8.2 11 A8.2 11 ATTIC INSULATION (R-49, MIN.) 1'-4" 1-1/4"Ø STD PIPE TOP RAIL 3/4"Ø STD PIPE HORIZONTAL RAILS SPACED TO PROHIBIT PASSAGE OF 4"Ø SPHERE PROHIBIT PASSAGE OF 4"Ø SPHERE 3/4"Ø STD PIPE VERTICAL SUPPORT POSTS PROHIBIT PASSAGE OF 4-3/8"Ø SPHERE (ABOVE 36" HIGH) A SCALE: 1" = 1'-0" UPPER PATIO GUARDRAIL PATIO MEMBRANE OVER PLYWOOD SHEATHING FLOOR FRAMING - SEE STRUCT. A8.2 4 A8.2 5 BALLUSTER MEMBRANE PRE-FINISHED METAL SOFFIT PRE-FINISHED FASCIA OVER 1x2 TRIM PRE-FINISHED FASCIA OVER FLOOR FRAMING BOARD 3' - 6 " G U A R D R A I L SOLID BLOCKING FOR GUARDRAIL SLOPE A8.2 3 1-1/4"Ø STD PIPE TOP RAIL 3/4"Ø STD PIPE HORIZONTAL RAILS SPACED TO PROHIBIT PASSAGE OF 4"Ø SPHERE PROHIBIT PASSAGE OF 4"Ø SPHERE 3/4"Ø STD PIPE VERTICAL SUPPORT POSTS PROHIBIT PASSAGE OF 4-3/8"Ø SPHERE (ABOVE 36" HIGH) B SCALE: 1" = 1'-0" LOWER PATIO GUARDRAIL 4" CONCRETE SLAB ON GRADE OVER 4" FREE DRAINING GRANULAR FILL 3' - 6 " G U A R D R A I L SLOPE 1/4":12" ALL STEEL TO BE GALVANIZED. ALL STEEL TO BE PAINTED BLACK. ALL STEEL TO BE GALVANIZED. ALL STEEL TO BE PAINTED BLACK. WALL SECTIONS A4.6 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C A9.1 2 A9.1 2 1 HR FLOOR/CEILING ASSEMBLY CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL FOOTING - SEE STRUCTURAL LEVEL 2 = 110'-4" TOP OF WALL = 119'-5" LEVEL 1 = 100'-0" 9' - 1 " 10 ' - 4 " ATTIC INSULATION (R-49, MIN.) PAINTED 1/2" GYP BD OVER CLASS I VAPOR RETARDER PERIMETER INSULATION (R-10, MIN.) 1/2" FIBER BOARD & SEALANT, TYP. BREEZEWAY ROOF TRUSSES AND ROOF DECK - SEE STRUCTURAL 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT INSTALL DRAFTBLOCKING ABOVE, AND IN LINE WITH DWELLING UNIT WALLS. DRAFTSTOPPING MATERIALS SHALL BE ONE OF THE FOLLOWING: 1/2" MIN. GYPSUM BOARD OR 3/8" MIN. WOOD STRUCTURAL PANEL BREEZEWAY 1 SCALE: 1/2" = 1'-0" WALL SECTION - 1/2 HR CORRIDOR WALL (UL U327) R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT.SIDING OVER WEATHER BARRIER DWELLING UNIT R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. SIDING OVER WEATHER BARRIER DWELLING UNIT PLYWOOD SHEATHING - SEE STRUCT. PLYWOOD SHEATHING - SEE STRUCT. PAINTED 5/8" TYPE 'X' GYP BD OVER VAPOR BARRIER PAINTED 5/8" TYPE 'X' GYP BD OVER VAPOR BARRIER STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC ACOUSTICAL SEALANT, TYP BOTH SIDES ACOUSTICAL SEALANT, TYP BOTH SIDES PAINTED 1/2" EXTERIOR GYP BD OVER CLASS I VAPOR RETARDER PAINTED 1/2" EXTERIOR GYP BD OVER CLASS I VAPOR RETARDER 3-3/8" REINF'D CONC. - SEE STRUCT. FLOOR FRAMING - SEE STRUCT. STC RATING: 50 MINIMUM 1/2" RESILIENT CHANNEL @ 24" O.C. (25 GA. STEEL) 1/2" RESILIENT CHANNEL @ 24" O.C. (25 GA. STEEL) 2'-0" ICE & WATER SHIELD PROVIDE (1) ACCESS PANEL AT EACH INDIVIDUAL UNIT WALL SECTIONS A4.7 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C WINDOW SCHEDULE MARK TYPE COUNT SIZE GLAZING TYPE FRAME DETAILS COMMENTSWIDTHHEIGHTMATERIALFINISHSILLHEADJAMB 4050 2 4' - 0"5' - 0" MARK COUNT DOOR DESCRIPTION FIRE RATING HARDWARE SET (SEE SPECIFICATIONS) SIZE MATERIAL FINISHWIDTHHEIGHT # BLACKVINYL 6068S 10 6' - 0"6' - 8" # SLIDING PATIO DOOR AT UPPER LEVELSBLACKVINYL 2468B 2 2' - 4"6' - 8"PATIO MECHANICAL - BRICK MOULDING 5068B 2 2' - 6" (PAIR)6' - 8"FIRE RISER ROOMS - SIDING TRIM 5068M 20 2' - 6" (PAIR)6' - 8"MECHANICAL ROOMS ALONG BREEZEWAY 3068P 20 3' - 0"6' - 8"BICYCLE STORAGE ROOMS 2468T 18 2' - 4"6' - 8"PATIO MECHANICAL - SIDING TRIM THICKNESS 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" GALV. STEEL PAINTED, BLACK PAINTED, BLACK PAINTED, BLACK PAINTED, BLACK PAINTED, BLACK TYPE EXTERIOR ENTRY SLIDING GALV. STEEL EXTERIOR ENTRY GALV. STEEL EXTERIOR ENTRY GALV. STEEL EXTERIOR ENTRY GALV. STEEL EXTERIOR ENTRY UNIT PLAN - 2 BED 2 BATH (SHEET A6.1) MARK COUNT DOOR DESCRIPTION FIRE RATING SIZE MATERIAL FINISHWIDTHHEIGHT 101 6 3' - 0"6' - 8" 100 THICKNESS TYPE 1-3/4"GALV. STEEL EXTERIOR ENTRY PAINTED, BLACK UNIT ENTRANCE 20 MIN. BUILDING SHELL (SHEETS A2.1, A2.2, A2.3) 102 2' - 4"6' - 8"COMPOSITE MDF SWING PAINTED COAT CLOSET 103 104 105 106 107 108 BYPASS SLIDINGCOMPOSITE MDF4' - 0"6' - 8"PAINTED BEDROOM CLOSET 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BEDROOM ENTRY 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BEDROOM ENTRY 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BATHROOM 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BATHROOM 3' - 0"6' - 8"COMPOSITE MDF POCKET PAINTED WALK-IN CLOSET UNIT PLAN - 1 BED 1 BATH (SHEET A6.2) MARK COUNT DOOR DESCRIPTION FIRE RATING SIZE MATERIAL FINISHWIDTHHEIGHT 201 2 3' - 0"6' - 8" 200 THICKNESS TYPE 1-3/4"GALV. STEEL EXTERIOR ENTRY PAINTED, BLACK UNIT ENTRANCE 20 MIN. 202 6' - 8"COMPOSITE MDF SWING PAINTED BATHROOM 203 204 205 COMPOSITE MDF6' - 8"PAINTED 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BEDROOM ENTRY 2' - 0"6' - 8"COMPOSITE MDF SWING PAINTED COAT CLOSET POCKET WALK-IN CLOSET3' - 0" 3' - 0" UNIT PLAN - 2 BED 1 BATH (SHEET A6.3) MARK COUNT DOOR DESCRIPTION FIRE RATING SIZE MATERIAL FINISHWIDTHHEIGHT 301 4 3' - 0"6' - 8" 300 THICKNESS TYPE 1-3/4"GALV. STEEL EXTERIOR ENTRY PAINTED, BLACK UNIT ENTRANCE 20 MIN. 302 2' - 0"6' - 8"COMPOSITE MDF SWING PAINTED COAT CLOSET 303 304 305 306 307 308 BYPASS SLIDINGCOMPOSITE MDF4' - 0"6' - 8"PAINTED BEDROOM CLOSET 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BEDROOM ENTRY 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BATHROOM 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BATHROOM 3' - 0"6' - 8"COMPOSITE MDF POCKET PAINTED WALK-IN CLOSET 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BEDROOM ENTRY UNIT PLAN - 1 BED 1 BATH (SHEET A6.4) MARK COUNT DOOR DESCRIPTION FIRE RATING SIZE MATERIAL FINISHWIDTHHEIGHT 401 3' - 0"6' - 8" 400 THICKNESS TYPE 1-3/4"GALV. STEEL EXTERIOR ENTRY PAINTED, BLACK UNIT ENTRANCE 20 MIN. 402 2' - 0"6' - 8"COMPOSITE MDF SWING PAINTED COAT CLOSET 403 404 405 406 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BATHROOM 3' - 0"6' - 8"COMPOSITE MDF POCKET PAINTED WALK-IN CLOSET 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BEDROOM ENTRY 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BATHROOM UNIT PLAN - STUDIO (SHEET A6.5) MARK COUNT DOOR DESCRIPTION FIRE RATING SIZE MATERIAL FINISHWIDTHHEIGHT 501 2 3' - 0"6' - 8" 500 THICKNESS TYPE 1-3/4"GALV. STEEL EXTERIOR ENTRY PAINTED, BLACK UNIT ENTRANCE 20 MIN. 502 503 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BATHROOM BYPASS SLIDINGCOMPOSITE MDF4' - 0"6' - 8"PAINTED BEDROOM CLOSET UNIT PLAN - 3 BED 2 BATH (SHEET A6.6) MARK COUNT DOOR DESCRIPTION FIRE RATING SIZE MATERIAL FINISHWIDTHHEIGHT 601 3' - 0"6' - 8" 600 THICKNESS TYPE 1-3/4"GALV. STEEL EXTERIOR ENTRY PAINTED, BLACK UNIT ENTRANCE 20 MIN. 602 2' - 4"6' - 8"1-3/8"COMPOSITE MDF SWING PAINTED COAT CLOSET 603 604 605 606 607 608 BYPASS SLIDINGCOMPOSITE MDF4' - 0"6' - 8"PAINTED BEDROOM CLOSET 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BATHROOM 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BATHROOM 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BEDROOM 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BEDROOM ENTRY 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED LAUNDRY 609 610 611 BYPASS SLIDINGCOMPOSITE MDF4' - 0"6' - 8"PAINTED BEDROOM CLOSET BYPASS SLIDINGCOMPOSITE MDF4' - 0"6' - 8"PAINTED BEDROOM CLOSET 3' - 0"6' - 8"COMPOSITE MDF SWING PAINTED BEDROOM 2 2 2 2 2 2 GLAZING TYPE GLAZING TYPE GLAZING TYPE GLAZING TYPE GLAZING TYPE GLAZING TYPE GLAZING TYPE DOOR SCHEDULE INSULATED LOW-E INSULATED LOW-E SWINGING SE E D O O R S C H E D U L E SEE SCHED. SLIDING WITH LOW PROFILE SILL SE E D O O R S C H E D U L E SEE SCHED. BYPASS SLIDING SE E D O O R S C H E D U L E SEE SCHED. POCKET SE E D O O R S C H E D U L E SEE SCHED. 32-1 8" CLEAR OPENING 4050 5050 A5.1 1 OP E N I N G A B 1" COATED / TINTED, LOW-E 272, INSULATED, TEMPERED GLASS SCHEDULE 8-A8.1 AND 12-A8.1 JOHNSON HARDWARE 1500 SERIES 5' - 0 " 4'-0" 1' - 8 " FLOOR LEVEL FLOOR LEVEL 5' - 0 " 5'-0" 1' - 8 " EMERGENCY ESCAPE AND RESCUE (2015 IBC, SECTION 1030): ·OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQFT ·MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24" ·MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20" WINDOWS TO INCLUDE WINDOW OPENING CONTROL DEVICES (SECONDARY VENT STOP) COMPLYING WITH ASTM F2090 (2015 IBC 1015.8) 3-PANEL EQUAL FLAT MISSION SHAKER STYLE 3-PANEL EQUAL FLAT MISSION SHAKER STYLE 3-PANEL EQUAL FLAT MISSION SHAKER STYLE 20 MIN. 5050 32 5' - 0"5' - 0"BLACKVINYLINSULATED LOW-E 8-A8.1 AND 12-A8.1 PROVIDE WINDOW OPENING CONTROL DEVICES PROVIDE WINDOW OPENING CONTROL DEVICES EXTERIOR ENTRY SE E D O O R S C H E D U L E SEE SCHED. 3-PANEL CRAFTSMAN STYLE EXTERIOR GLASS SE E D O O R S C H E D U L E SEE SCHED. FULL VIEW + SIDELIGHT TEMPERED, DOUBLE-PANE, 1" INSULATED, LOW-E GLAZING 10 " 10 3' - 0"6' - 8"1-3/4"GALV. STEEL EXTERIOR GLASS PAINTED, BLACK PATIO DOOR AT LEVEL 1INSULATED LOW-E3068F 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 3'-0" SIDELIGHT U-FACTOR: 0.32 SHGC: 0.30 U-FACTOR: 0.32 SHGC: 0.30 U-FACTOR: 0.32 SHGC: 0.30 U-FACTOR: 0.16 SHGC: 0.01 U-FACTOR: 0.29 SHGC: 0.25 U-FACTOR: 0.27 SHGC: 0.15 HARDWARE SET: 01 (WITH SELF-CLOSING SPRING HINGES) HARDWARE SET (SEE SPECIFICATIONS) HARDWARE SET (SEE SPECIFICATIONS) HARDWARE SET (SEE SPECIFICATIONS) HARDWARE SET (SEE SPECIFICATIONS) HARDWARE SET (SEE SPECIFICATIONS) HARDWARE SET (SEE SPECIFICATIONS) 1" COATED / TINTED, LOW-E 272, INSULATED A A A A B B B B HARDWARE SET: 02 (WITH SELF-CLOSING SPRING HINGES) HARDWARE SET: 02 HARDWARE SET: 10 (WITH SELF-CLOSING SPRING HINGES) HARDWARE SET: 12 HARDWARE SET: 11 HARDWARE SET: 13 HARDWARE SET: 13 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 15 HARDWARE SET: 15 HARDWARE SET: 15 HARDWARE SET: 15 HARDWARE SET: 16 HARDWARE SET: 16 HARDWARE SET: 16 HARDWARE SET: 16 HARDWARE SET: 16 HARDWARE SET: 16 HARDWARE SET: 17 HARDWARE SET: 17 HARDWARE SET: 17 HARDWARE SET: 17 HARDWARE SET: 17 HARDWARE SET: 17 20 MIN. 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 HARDWARE SET: 10 (WITH SELF-CLOSING SPRING HINGES) HARDWARE SET: 10 (WITH SELF-CLOSING SPRING HINGES) HARDWARE SET: 10 (WITH SELF-CLOSING SPRING HINGES) HARDWARE SET: 10 (WITH SELF-CLOSING SPRING HINGES) HARDWARE SET: 10 (WITH SELF-CLOSING SPRING HINGES) 3-1/2" (89mm) 3-7/16" (87mm) A A VIEW A-A 6" (150mm) (2) 2x4 STUDS 2x4 STUD CUT TO 6" STEEL WRAPPED SPLIT STUDS PAINTED WOOD CASING ACCESSIBLE PULLS (BOTH SIDES) POCKET DOOR 5/8" GYPSUM BOARD PAINTED WOOD JAMB 2x4 STUD CUT TO 6" DOOR MFR'S BUMPER POCKET DOOR 32-1 8" CLEAR OPENING WIDTH 1 SCALE: 3" = 1'-0" POCKET DOOR ACCESSIBLE DETAIL DOOR AND WINDOW SCHEDULES A5.1 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C W1 1 HR FIRE PARTITION (UL U347) 1/2" GYP. BOARD, REFER TO FINISH SCHEDULE FOR TYPE AND FINISH. SOUND BATT. INSULATION 2x4 STUD FRAMING @ 16" O.C., STAGGERED 3/4" MIN. AIR SPACE (2) LAYERS 1" SHAFT LINER 2" C-RUNNER FASTENED AT 24" O.C. TO FOUNDATION. CLIPPED AT EA. FRAMED LEVEL WITH ALUMINUM BURN CLIP. NOTE: PROVIDE THERMAFIBER FIRE INSULATION BLOCKING AT EACH FLOOR LEVEL. NOTE: REFER TO WALL SECTION FOR COMPLETE WALL ASSEMBLY SHEATHING - SEE STUCTURAL CORRIDOR WALL (30 MIN. RATED) BIKE STORAGE WALL @ BREEZEWAY BIKE STORAGE DIVIDING WALL 1/2" RESILIENT CHANNEL @ 24" O.C. (25 GA. STEEL) WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. (10 MIN FIRE RESISTANCE) 2x6 STUD WALL - SEE STRUCT. (20 MIN FIRE RESISTANCE) BATT INSULATION (15 MIN FIRE RESISTANCE) NOTE: REFER TO WALL SECTION FOR COMPLETE WALL ASSEMBLY FIRE-RESISTANCE RATING PER 2015 IBC 722.6 VERITCAL OR HORIZONTAL SIDING BREEZEWAY DWELLING UNIT OR MECH CLOSET W2 PAINTED 7/16" EXTERIOR SHEATHING (10 MIN FIRE RESISTANCE) WEATHER BARRIER 7/16" EXTERIOR SHEATHING (10 MIN FIRE RESISTANCE) 2x4 STUD WALL @ 16" O.C. (20 MIN FIRE RESISTANCE) VERITCAL OR HORIZONTAL SIDING BREEZEWAY STORAGE W3 W4 PAINTED 7/16" EXTERIOR SHEATHING PAINTED 7/16" EXTERIOR SHEATHING 2x4 STUD WALL @ 16" O.C. STORAGESTORAGE BIKE STORAGE BEARING WALLW5 PAINTED 7/16" EXTERIOR SHEATHING PAINTED 7/16" EXTERIOR SHEATHING - SEE STRUCTURAL 2x4 STUD WALL - SEE STRUCTURAL STORAGESTORAGE PAINTED 1/2" GYP. BD. PAINTED 1/2" GYP. BD. 2x4 STUD WALL @ 16" O.C. TYPICAL INTERIOR APT WALLW6 INTERIOR APT BEARING WALLW7 PAINTED 1/2" GYP. BD. PAINTED 1/2" GYP. BD. 2x4 STUD WALL - SEE STRUCTURAL APT TO MECHANICAL CLOSETW8 MECH CLOSET DWELLING UNIT PAINTED 1/2" GYP. BD. PAINTED 1/2" GYP. BD. 2x6 STUD WALL - SEE STRUCTURAL BATT INSULATION VAPOR RETARDER MECH CLOSET MECH CLOSET MECH ROOM WALL (60 MIN. RATED)W9 FIRE-RESISTANCE RATING PER 2015 IBC 722.6 PAINTED 1/2" GYP. BD. (15 MIN FIRE RESISTANCE) 2x6 STUD WALL - SEE STRUCT. (20 MIN FIRE RESISTANCE) BATT INSULATION (15 MIN FIRE RESISTANCE) VAPOR RETARDER PAINTED 1/2" GYP. BD. (15 MIN FIRE RESISTANCE) APT TO FIRE RISER CLOSETW10 CLOSET DWELLING UNIT VAPOR RETARDER 2x6 STUD WALL - SEE STRUCTURAL BATT INSULATION PAINTED 1/2" GYP. BD. TYPICAL EXTERIOR WALLW11 PAINTED 1/2" GYP. BD. WEATHER BARRIER(S) EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION EXTERIOR FINISH AS PER ELEVATIONS EX T E R I O R DWELLING UNIT OR MECH CLOSET VAPOR RETARDER (2) LAYERS OF WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION MFR'D STONE VENEER SYSTEM EX T E R I O R INSIDE OF COLUMN EXTERIOR COLUMN FRAMINGW12 PAINTED 5/8" GYP. BD. (40 MIN FIRE RESISTANCE) APT TO MECHANICAL CLOSETW13 MECH CLOSET DWELLING UNIT PAINTED 1/2" GYP. BD. 7/16" EXTERIOR SHEATHING - SEE STRUCTURAL 2x6 STUD WALL - SEE STRUCTURAL BATT INSULATION PAINTED 1/2" GYP. BD. 7/16" EXTERIOR SHEATHING - SEE STRUCTURAL PAINTED 1/2" GYP. BD. (30 MIN. RATED) FIRE-RESISTANCE RATING PER 2015 IBC 722.6 WALL TYPES A5.5 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C DOWN UP DOWN 1/2" = 1'-0"B STAIR SECTION B 1/2" = 1'-0"A STAIR SECTION A LEVEL 1 100' - 0" LEVEL 2 110' - 4" 13 R I S E R S @ ± 6 - 7 / 8 " E A C H = 7 ' - 5 9 16 " 18 R I S E R S @ ± 6 - 7 / 8 " E A C H = 1 0 ' - 4 " 5 R I S E R S @ ±6 - 7 / 8 " E A C H = 2 ' - 1 0 7 16 " 13 R I S E R S @ ± 6 - 7 / 8 " E A C H = 7 ' - 5 9 16 " 18 R I S E R S @ ± 6 - 7 / 8 " E A C H = 1 0 ' - 4 " 5 R I S E R S @ ±6 - 7 / 8 " E A C H = 2 ' - 1 0 7 16 " 12 TREADS @ 11" EACH = 11'-0"7"4'-6" LANDING 11" 4 TREADS @ 11" EACH = 3'-8"7"4'-6" LANDING 7'-10"2'-6" 2 3 3.8 12 T R E A D S @ 1 1 " E A C H = 1 1 ' - 0 " 7" 4' - 6 " L A N D I N G 11 " 4'-4" STAIR WIDTH 6"4'-4" STAIR WIDTH 9'-2" LANDING WIDTH43 4"43 4" 9'-111 2" 4 T R E A D S @ 1 1 " E A C H = 3 ' - 8 " 7" 4' - 6 " L A N D I N G 7' - 1 0 " 1' - 0 " 1' - 0 " 11 " 1' - 0 " 12 TREADS @ 11" EACH = 11'-0"7"4'-6" LANDING 4 TREADS @ 11" EACH = 3'-8"7"4'-6" LANDING7'-10"2'-6" 3' - 6 " G U A R D R A I L 3' - 0 " H A N D R A I L 3' - 6 " G U A R D R A I L 3' - 0 " H A N D R A I L 3' - 6 " G U A R D R A I L 5" 3' - 1 " 7" 11" 6' - 1 0 1 2 " C L E A R H E A D R O O M 6' - 8 " H E A D R O O M 6' - 8 " H E A D R O O M 12 T R E A D S @ 1 1 " E A C H = 1 1 ' - 0 " 7" 4' - 6 " L A N D I N G 4'-4" STAIR WIDTH 6"4'-4" STAIR WIDTH 9'-2" LANDING WIDTH43 4"43 4" 9'-111 2" 4 T R E A D S @ 1 1 " E A C H = 3 ' - 8 " 7" 4' - 6 " L A N D I N G 7' - 1 0 " 1' - 0 " 1' - 0 " 11 " 1' - 0 " 1/2" = 1'-0"C STAIR PLAN - LOWER 1/2" = 1'-0"D STAIR PLAN - UPPER ALL STEEL TO BE GALVANIZED. ALL STEEL TO BE PAINTED BLACK. PROVIDE PAINTED 1"Ø STD PIPE GUARDRAIL BARRIER WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES ABOVE THE FLOOR 6' - 1 0 1 2 " C L E A R H E A D R O O M PROVIDE PAINTED 1"Ø STD PIPE GUARDRAIL BARRIER WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES ABOVE THE FLOOR ED G E O F S T A I R N O S E ED G E O F S T A I R N O S E IN S I D E F A C E O F S T R I N G E R IN S I D E F A C E O F S T R I N G E R ED G E O F FL O O R F R A M I N G 12 TREADS @ 11" EACH = 11'-0" ED G E O F S T A I R N O S E ED G E O F S T A I R N O S E ED G E O F S T A I R N O S E IN S I D E F A C E O F S T R I N G E R IN S I D E F A C E O F S T R I N G E R ED G E O F F L O O R FR A M I N G 12 TREADS @ 11" EACH = 11'-0" ED G E O F S T A I R N O S E IN S I D E F A C E O F S T R I N G E R ED G E O F S T A I R N O S E IN S I D E F A C E O F S T R I N G E R ED G E O F S T A I R N O S E COMPOSITE CONC. FLOOR SLAB - SEE STRUCTURAL COMPOSITE CONC. FLOOR SLAB - SEE STRUCTURAL COMPOSITE CONC. FLOOR SLAB - SEE STRUCTURAL COMPOSITE CONC. FLOOR SLAB - SEE STRUCTURAL A5.6 3 A5.6 3 1' - 0 " 1' - 0 " PAINTED EXT. GYPSUM BOARD PAINTED STEEL BEAM - SEE STRUCT. PAINTED STRINGER - SEE STRUCT. CONCRETE SLAB - SEE STRUCT. STEEL GUARDRAILS COMPOSITE CONCRETE FLOOR SLAB - SEE STRUCT. CONCRETE FILLED METAL PAN STAIRS STEEL GUARDRAIL AND HANDRAILS ED G E O F S T A I R N O S E ED G E O F S T A I R N O S E IN S I D E F A C E O F S T R I N G E R IN S I D E F A C E O F S T R I N G E R PAINTED STEEL COLUMN - SEE STRUCT. PAINTED STEEL COLUMN - SEE STRUCT. A5.6 4 A5.6 4 A5.6 4 A5.6 4 PAINTED STEEL COLUMN (BELOW) - SEE STRUCT. 6"6" B A5.6 B A5.6 6" 6" 3 SCALE: 1" = 1'-0" TYPICAL STAIR CONNECTION 12 GA. GALV. STAIR PAN, CONC FILLED 1/4" CLOSURE PLATE 1-1/2"x1-1/2"x3/16"x7" CLIP ANGLES WELDED AT TREAD BOTTOM - PAINT WHERE EXPOSED STRINGER - SEE STRUCT. 12 GA. GALV. STEEL RISER 11"1" 2" 3/16TYP. 6" 3"x3"x1/4"x0'-3" ANGLE W/ 3/4" DIA. x 4" EXP. BOLT (EACH SIDE) 4 SCALE: 1" = 1'-0" TYPICAL GUARDRAIL 3' - 6 " G U A R D R A I L 1-1/4"Ø STD PIPE TOP RAILPROHIBIT PASSAGE OF 4-3/8"Ø SPHERE (ABOVE 36" HIGH) 5" 3/4"Ø STD PIPE HORIZONTAL RAILS SPACED TO PROHIBIT PASSAGE OF 4"Ø SPHERE 1"Ø STD PIPE (1.315" OUTSIDE Ø) HANDRAIL WITH 1/2"Ø STEEL BRACKET SUPPORT AT MAIN GUARDRAIL SUPPORT POSTS PROHIBIT PASSAGE OF 4"Ø SPHERE 3/4"Ø STD PIPE VERTICAL SUPPORT POSTS STEEL STRINGER - SEE STRUCTURAL CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACE AND ADJACENT SURFACES SHALL BE 1-1/2" MINIMUM. 11 2" MIN. 11 4" - 2" 2 SCALE: 3" = 1'-0" HANDRAILS 12" MIN. X X ·TOP EXTENSION AT STAIRS AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12" MINIMUM BEGINNING DIRECTLY ABOVE THE LANDING NOSING. ·BOTTOM EXTENSION AT STAIRS AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE BOTTOM TREAD NOSING. 36 " 1 SCALE: 1/2" = 1'-0" HANDRAILS AT STAIRWAY HANDRAIL EXTENSIONS HANDRAILS SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS: STAIR SECTIONS AND DETAILS A5.6 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C REF. BBQ KING 76"x80" SOFA 86"x35" W/D ISLAND COAT DW TU B / S H O W E R TU B / S H O W E R TV TV 11 ' - 1 0 3 / 4 " 4' - 6 3 / 4 " 5' - 1 " 1' - 7 1 / 2 " 24 ' - 0 1 / 2 " 6'-0"13'-0 1/4" 3 1/2" 8'-3 1/2" 3 1/2" 9'-0 3/4" 3 1/2" 2'-5 1/2" 39'-8 1/2" 2' - 0 " 5' - 3 1 / 2 " 3 1 / 2 " 3' - 1 0 " 3 1 / 2 " 8' - 4 " 4' - 0 " 24 ' - 0 1 / 2 " 5' - 6 1 / 2 " 3 1 / 2 " 2' - 0 3 / 4 " 3 1 / 2 " 3' - 9 1 / 4 " 3 1 / 2 " 7' - 1 0 " 15'-6 1/2" 12'-0 3/4"3 1/2"11'-9 3/4" 39'-8 1/2" LIVING KITCHEN HALL BEDROOM BEDROOM BATHBATH WIC KING 76"x80" 24'-2" 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 2'-8 1/2" 2'-1 1/2"3 1/2" 3 1/2" 101 102 108 107 106 105104 103 W7 W6 W7W7 W6 W6 W6 W6 W6 W6W6 W6 W2 W1 W1W1 W6 W8 PATIO MECHANICAL ROOM PATIO W2 W2 W2 W11 BREEZEWAY MECHANICAL ROOM 1 4SHT . A 7 . 1 7 5 6 SHT . A 7 . 1 2 3 SH T . A 7 . 1 2 2SHT . A 7 . 1 9 10 11SH T . A 7 . 1 12 SH T . A 7 . 1 W6 7' - 10" A.F.F. 1 9' - 0" A.F.F. 1 7' - 10" A.F.F. 1 7' - 10" A.F.F. 1 7' - 10" A.F.F. 7' - 10" A.F.F. 9' - 0" A.F.F. 1 9' - 0" A.F.F. 1 9' - 0" A.F.F. 1 REF. BBQ KING 76"x80" SOFA 86"x35" W/D ISLAND COAT DW TU B / S H O W E R TU B / S H O W E R TV TV LIVING KITCHEN HALL BEDROOM BEDROOM BATHBATH WIC KING 76"x80" IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b (W I T H C L O S E R ) 48 x 4 8 12 ICC A117.1 304.3b TURNAROUND ICC A117.1 304.3a TURNAROUND IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 a 32 x 4 8 42 x 6 0 (N O C L O S E R ) (4 8 W I T H C L O S E R ) IC C A 1 1 7 . 1 40 4 . 2 . 3 . 2 e 12 48 x 6 0 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 2 f 24 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 a 32 x 4 8 ICC A117.1 304.3b TURNAROUND IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 5 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 5 a 60 x 5 4 18 IC C 1 1 7 . 1 6 1 1 . 2 b 30 x 4 8 CL ICC A117.1 304.3a TURNAROUND IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 5 a 60 x 5 4 18 ICC A117.1 304.3b TURNAROUND ICC A117.1 304.3b TURNAROUND ICC 117.1 611.2b 30x48 CL IC C 1 1 7 . 1 6 0 7 . 2 a ( T U B ) 60 x 3 0 56 x 6 0 IC C A 1 1 7 . 1 6 0 4 . 3 & 1 0 0 3 . 1 1 . 2 . 4 . 2 & 3 UNIT SIGNANGE PER ICC A117.1 703.4.5 ICC A117.1 304.3a TURNAROUND 22IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND PATIO MECHANICAL ROOM PATIO REF. BBQ KING 76"x80" SOFA 86"x35" W/D DW TV TV KING 76"x80" A 5 2521 13 3 4 4 6 6 6 V GB GB GB GB CT GB GB GB GB T GB GB GB GB CT GB GB GB GB CT GB GB GB GB T GB GB GB GB V GB GB GB W GB GB GB GB PATIO MECHANICAL ROOM W PATIO C1 GB GB GB GB BREEZEWAY MECHANICAL ROOM 77 B D GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. ENLARGED UNIT PLANS, 2 BED 2 BATH (UNITS 01, 03 & 08) A6.1 1/4" = 1'-0"1 FLOOR PLAN - 2 BED 2 BATH 1/4" = 1'-0"2 CEILING PLAN - 2 BED 2 BATH 1/4" = 1'-0"3 ADA PLAN - 2 BED 2 BATH sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C KEY PLAN 2 BED 2 BATH 2 BED 2 BATH 2 BED 2 BATH 1 BED 1 BATH 2 BED 1 BATH 2 BED 1 BATH 1BED 1BATH 1BED 1BATH STUDIO 3 BED 2 BATH 1/4" = 1'-0"4 FINISH PLAN - 2 BED 2 BATH FINISH PLAN LEGEND CEILING PLAN LEGEND V GB GB GB GB WALL FINISH DESIGNATIONGB V FLOOR FINISH DESIGNATION INTERIOR ELEVATION SHEET NUMBER INTERIOR ELEVATION DESIGNATION CT CARPET PAINTED INTERIOR BASE TRIM T TILE: DALTILE 12x24 SKYBRIDGE, SY98 GRAY PAINTED INTERIOR BASE TRIM V VINYL PLANK FLOORING: PARADIGM TIGERS EYE, PAR1259PAD PAINTED INTERIOR BASE TRIM WALL FINISHES PAINTED GYPSUM BOARD (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) GB TILE ON CRACK-ISOLATION & WATERPROOF MEMBRANE (TCA F113), MAPELASTIC AQUADEFENSE WITH REINFORCING FIBER C1 SEALED CONCRETE WITH BROOM FINISH PAINTED INTERIOR BASE TRIM (RESILIENT BASE IN BREEZEWAY BICYCLE STORAGE) PAINTED EXT SHEATHING (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) P C2 SEALED CONCRETE WITH BROOM FINISH SEE ELEVATIONS FOR EXTERIOR FINISH BASE W WATERPROOF PEDESTRIAN TRAFFIC COATINGS (DUREDEK) SEE ELEVATIONS FOR EXTERIOR FINISH 1 PAINTED 1-HR GYP BD CEILING ON RESILIENT CHANNELS (2-A9.1) LIGHT FIXTURE - SEE ELECTRICAL FOR RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 4-A9.1 AIR REGISTER - SEE MECHANICAL 2 PAINTED GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL FOR NON-ICC RATED RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 5-A9.1 AIR REGISTER - SEE MECHANICAL ACCESSORY SCHEDULE A GRAB BARS: 18", 36", & 42" ·MOUNT ALL ACCESSORIES PER ADA CLEARANCES AND HEIGHTS SHOWN ON SEE SHEET A0.4 ·CONTRACTOR TO PROVIDE PROPER BLOCKING IN WALL FOR ALL ACCESSORIES, BRACES, MOUNTING HARDWARE, ETC. AS REQ'D. 1 2 3 4SH T . A 7 . 1 FOR THE FOLLOWING ACCESSORIES: ·AT TYPE 'A' UNITS (LEVEL 1 OF THE FIRST BUILDING: HAWTHORN) PROVIDE ACCESSORIES AND REQ'D BLOCKING ·AT TYPE 'B' UNITS (LEVEL 1 OF ALL OTHER BUILDINGS) PROVIDE BLOCKING FOR FUTURE INSTALLATION OF THESE ACCESSORIES 1 TOILET TISSUE HOLDER 2 TOWEL RING 3 TOWEL BAR 5 MIRROR (SEE ELEVATION) 6 CLOTHES ROD, BRACKETS, & SHELF C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" 4 SHOWER CURTAIN ROD 7 TANK LEVER FOLDING SHOWER SEATE 8 FRAMED SHOWER DOOR (MATTE BLACK) FUR OUT AT FIRE SPRINKLER LINE (WHERE OCCURS IN UNITS 108, 208, 308) REF. DW 3' - 4 " QUEEN 60"x80" SOFA 86"x35" BBQ TV TV W/D CO A T TU B / S H O W E R IS L A N D 25'-8 1/2" 8'-5" 3 1/2" 5'-9 1/4" 3 1/2" 10'-11 1/4" 24 ' - 0 1 / 2 " 11 ' - 1 0 1 / 2 " 3 1 / 2 " 5' - 4 " 3 1 / 2 " 6' - 2 1 / 2 " 2'-9" 5' - 3 1 / 4 " 3 1 / 2 " 5' - 1 " 3 1 / 2 " 10 3 / 4 " 3 1 / 2 " 5' - 1 " 3 1 / 2 " 6' - 6 1 / 2 " 2'-8" 20'-4 1/2" 11 ' - 1 0 " 12 ' - 2 1 / 2 " BEDROOM WIC BATH KITCHEN LIVING 3'-7 3/4"3 1/2"2'-7" 3 1/2" 7'-8" 2' - 8 " 3 1 / 2 " 2' - 7 1 / 2 " 3' - 1 " 201 202 203 204 20 5 W7 W7 W2 W6 W6 W6 W6 W6 W6 PATIO PATIO MECHANICAL ROOM W8 W11 1SHT . A 7 . 1 2SH T . A 7 . 1 2 31SHT . A 7 . 2 4 5 6SH T . A 7 . 2 7' - 10" A.F.F. 1 9' - 0" A.F.F. 1 7' - 10" A.F.F. 1 7' - 10" A.F.F. 9' - 0" A.F.F. 1 9' - 0" A.F.F. 1 REF. DW QUEEN 60"x80" SOFA 86"x35" BBQ TV TV W/D CO A T TU B / S H O W E R IS L A N D BEDROOM WIC BATH KITCHEN LIVING ICC 117.1 611.2b 30x48 CL 32x48 42x60 (NO CLOSER) (48 WITH CLOSER) ICC A117.1 404.2.3.2e 12 48x60 ICC A117.1 404.2.3.2f 24 ICC 117.1 404.2.3.2a60x54 18 ICC 117.1 404.2.3.2b (WITH CLOSER) 30x4812 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 IC C 1 1 7 . 1 6 0 7 . 2 a ( T U B ) 60 x 3 0 ICC A117.1 404.2.3.3a 32x48 UNIT SIGNANGE PER ICC A117.1 703.4.5 IC C A 1 1 7 . 1 3 0 4 . 3 b TU R N A R O U N D ICC A117.1 304.3a TURNAROUND ICC A117.1 304.3a TURNAROUND 56x60 ICC A117.1 604.3 & 1003.11.2.4.2 & 3 ICC A117.1 404.2.3.3a 36x42 IC C A 1 1 7 . 1 3 0 4 . 3 b TU R N A R O U N D IC C 1 1 7 . 1 6 1 1 . 2 b 30 x 4 8 CL ICC 117.1 611.2b 30x48 CL ICC 117.1 611.2b 30x48 CL ICC A117.1 304.3a TURNAROUND 22 ICC A117.1 304.3a TURNAROUND ICC A117.1 404.2.3.3b PATIO PATIO MECHANICAL ROOM REF. DW QUEEN 60"x80" SOFA 86"x35" BBQ TV TV W/D A 1 3 5 T GB GB GB GB 2 4 6 CT GB GB GB GB CT GB GB GB GB V GB GB GB GB VGB GB GB 6 W GB GB GB GB C1 GB GB GB GB BREEZEWAY MECHANICAL ROOM W PATIO PATIO MECHANICAL ROOM 2 B D GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. ENLARGED UNIT PLANS, 1 BED 1 BATH 600 (UNIT 02) A6.2 1/4" = 1'-0"1 FLOOR PLAN - 1 BED 1 BATH 600 1/4" = 1'-0"2 CEILING PLAN - 1 BED 1 BATH 600 1/4" = 1'-0"3 ADA PLAN - 1 BED 1 BATH 600 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C KEY PLAN 2 BED 2 BATH 2 BED 2 BATH 2 BED 2 BATH 1 BED 1 BATH 2 BED 1 BATH 2 BED 1 BATH 1BED 1BATH 1BED 1BATH STUDIO 3 BED 2 BATH 1/4" = 1'-0"4 FINISH PLAN - 1 BED 1 BATH 600 FINISH PLAN LEGEND CEILING PLAN LEGEND V GB GB GB GB WALL FINISH DESIGNATIONGB V FLOOR FINISH DESIGNATION INTERIOR ELEVATION SHEET NUMBER INTERIOR ELEVATION DESIGNATION CT CARPET PAINTED INTERIOR BASE TRIM T TILE: DALTILE 12x24 SKYBRIDGE, SY98 GRAY PAINTED INTERIOR BASE TRIM V VINYL PLANK FLOORING: PARADIGM TIGERS EYE, PAR1259PAD PAINTED INTERIOR BASE TRIM WALL FINISHES PAINTED GYPSUM BOARD (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) GB TILE ON CRACK-ISOLATION & WATERPROOF MEMBRANE (TCA F113), MAPELASTIC AQUADEFENSE WITH REINFORCING FIBER C1 SEALED CONCRETE WITH BROOM FINISH PAINTED INTERIOR BASE TRIM (RESILIENT BASE IN BREEZEWAY BICYCLE STORAGE) PAINTED EXT SHEATHING (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) P C2 SEALED CONCRETE WITH BROOM FINISH SEE ELEVATIONS FOR EXTERIOR FINISH BASE W WATERPROOF PEDESTRIAN TRAFFIC COATINGS (DUREDEK) SEE ELEVATIONS FOR EXTERIOR FINISH 1 PAINTED 1-HR GYP BD CEILING ON RESILIENT CHANNELS (2-A9.1) LIGHT FIXTURE - SEE ELECTRICAL FOR RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 4-A9.1 AIR REGISTER - SEE MECHANICAL 2 PAINTED GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL FOR NON-ICC RATED RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 5-A9.1 AIR REGISTER - SEE MECHANICAL ACCESSORY SCHEDULE A GRAB BARS: 18", 36", & 42" ·MOUNT ALL ACCESSORIES PER ADA CLEARANCES AND HEIGHTS SHOWN ON SEE SHEET A0.4 ·CONTRACTOR TO PROVIDE PROPER BLOCKING IN WALL FOR ALL ACCESSORIES, BRACES, MOUNTING HARDWARE, ETC. AS REQ'D. 1 2 3 4SH T . A 7 . 1 FOR THE FOLLOWING ACCESSORIES: ·AT TYPE 'A' UNITS (LEVEL 1 OF THE FIRST BUILDING: HAWTHORN) PROVIDE ACCESSORIES AND REQ'D BLOCKING ·AT TYPE 'B' UNITS (LEVEL 1 OF ALL OTHER BUILDINGS) PROVIDE BLOCKING FOR FUTURE INSTALLATION OF THESE ACCESSORIES 1 TOILET TISSUE HOLDER 2 TOWEL RING 3 TOWEL BAR 5 MIRROR (SEE ELEVATION) 6 CLOTHES ROD, BRACKETS, & SHELF C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" 4 SHOWER CURTAIN ROD 7 TANK LEVER FOLDING SHOWER SEATE 8 FRAMED SHOWER DOOR (MATTE BLACK) REF. SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " QU E E N 60 " x 8 0 " W/D DW CO A T TV ISLAND TU B / S H O W E R LI N E N TV 12 ' - 4 3 / 4 " 3 1 / 2 " 6' - 8 1 / 2 " 3 1 / 2 " 2' - 4 1 / 2 " 3 1 / 2 " 8' - 1 0 1 / 2 " 3 1 / 2 " 9' - 1 " 3 1 / 2 " 11 ' - 7 1 / 2 " 36 ' - 6 3 / 4 " 31 ' - 2 3 / 4 " 5' - 4 " 8'-3 1/4" 3 1/2" 9'-0 1/4" 17'-7"6'-6" BEDROOM BEDROOM KITCHEN LIVING WIC BATH DINING 6'-9 1/2"3 1/2"4'-7 1/4"3 1/2"12'-0 3/4" 12'-0 1/4"12'-0 3/4" 24'-1" 2'-4 1/2" 5 ' - 1 " 3 1 / 2 " 9 ' - 7 " 3' - 1 1 / 2 " 3 1 / 2 " 2'-1"3 1/2" 3'-6" 3 ' - 3 " 3' - 4 " 3 1 / 2 " 301 302 303 304 305306 307 308 W7 W7 W7W6 W7 W7 W7W6 W6 W8 W1 W1 W1 W1 W1 W1 W8 W 2 W2 W6 W6 W6 W6 W 6 W 7 W6 W1 PATIO MECHANICAL ROOM PATIO BREEZEWAY MECHANICAL ROOM W11 W2 1 4SHT . A 7 . 1 2 4 3SH T . A 7 . 1 2 4 SH T . A 7 . 1 7 5 6SHT . A 7 . 3 4 1 2 3SH T . A 7 . 3 7' - 10" A.F.F. 1 9' - 0" A.F.F. 1 9' - 0" A.F.F. 1 9' - 0" A.F.F. 1 7' - 10" A.F.F. 1 7' - 10" A.F.F. 1 7' - 10" A.F.F. 7' - 1 0 " A. F . F . 9' - 0 " A. F . F . REF. SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " QU E E N 60 " x 8 0 " W/D DW CO A T TV ISLAND TU B / S H O W E R LI N E N TV BEDROOM BEDROOM KITCHEN LIVING WIC BATH DINING IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 a 32 x 4 8 48 x 6 0 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 2 f 24 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 6 0 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 5 c ( W I T H C L O S E R ) 3 0 x 4 8 12 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 a 32 x 4 8 UNIT SIGNANGE PER ICC A117.1 703.4.5 ICC A 1 1 7 . 1 3 0 4 . 3 b TU R N A R O U N D ICC A117.1 304.3a TURNAROUND ICC A117.1 304.3b TURNAROUND ICC 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 1 8 IC C A 1 1 7 . 1 3 0 4 . 3 a TU R N A R O U N D I C C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 6 0 x 5 4 18 ICC 117.1 611.2b 30x48 CL ICC A117.1 304.3a TURNAROUND IC C A 1 1 7 . 1 3 0 4 . 3 a TU R N A R O U N D ICC A117.1 304.3a TURNAROUND 48 x 6 0 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 2 f 24 ICC A117.1 304.3b TURNAROUND 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b 60 x 5 4 IC C A 1 1 7 . 1 6 0 4 . 3 & 1 0 0 3 . 1 1 . 2 . 4 . 2 & 3 IC C 1 1 7 . 1 6 0 7 . 2 a ( T U B ) 60 x 3 0 PATIO MECHANICAL ROOM PATIO BREEZEWAY MECHANICAL ROOM REF. SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " QU E E N 60 " x 8 0 " W/D DW TV LI N E N TV A 1 5 3 6 T GB GB GB GB 5 2 4 6 6 V GB GB GB GB CT GB GB GB GB CT GB GB GB GB CT GB GB GB GB W GB GB GB GB PATIO MECHANICAL ROOM W PATIO C1 GB GB GB GB BREEZEWAY MECHANICAL ROOM 7 B D GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. ENLARGED UNIT PLANS, 2 BED 1 BATH (UNIT 04 & 06) A6.3 1/4" = 1'-0"1 FLOOR PLAN - 2 BED 1 BATH 1/4" = 1'-0"2 CEILING PLAN - 2 BED 1 BATH 1/4" = 1'-0"3 ADA PLAN - 2 BED 1 BATH sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C KEY PLAN 2 BED 2 BATH 2 BED 2 BATH 2 BED 2 BATH 1 BED 1 BATH 2 BED 1 BATH 2 BED 1 BATH 1BED 1BATH 1BED 1BATH STUDIO 3 BED 2 BATH 1/4" = 1'-0"4 FINISH PLAN - 2 BED 1 BATH FINISH PLAN LEGEND CEILING PLAN LEGEND V GB GB GB GB WALL FINISH DESIGNATIONGB V FLOOR FINISH DESIGNATION INTERIOR ELEVATION SHEET NUMBER INTERIOR ELEVATION DESIGNATION CT CARPET PAINTED INTERIOR BASE TRIM T TILE: DALTILE 12x24 SKYBRIDGE, SY98 GRAY PAINTED INTERIOR BASE TRIM V VINYL PLANK FLOORING: PARADIGM TIGERS EYE, PAR1259PAD PAINTED INTERIOR BASE TRIM WALL FINISHES PAINTED GYPSUM BOARD (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) GB TILE ON CRACK-ISOLATION & WATERPROOF MEMBRANE (TCA F113), MAPELASTIC AQUADEFENSE WITH REINFORCING FIBER C1 SEALED CONCRETE WITH BROOM FINISH PAINTED INTERIOR BASE TRIM (RESILIENT BASE IN BREEZEWAY BICYCLE STORAGE) PAINTED EXT SHEATHING (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) P C2 SEALED CONCRETE WITH BROOM FINISH SEE ELEVATIONS FOR EXTERIOR FINISH BASE W WATERPROOF PEDESTRIAN TRAFFIC COATINGS (DUREDEK) SEE ELEVATIONS FOR EXTERIOR FINISH 1 PAINTED 1-HR GYP BD CEILING ON RESILIENT CHANNELS (2-A9.1) LIGHT FIXTURE - SEE ELECTRICAL FOR RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 4-A9.1 AIR REGISTER - SEE MECHANICAL 2 PAINTED GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL FOR NON-ICC RATED RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 5-A9.1 AIR REGISTER - SEE MECHANICAL ACCESSORY SCHEDULE A GRAB BARS: 18", 36", & 42" ·MOUNT ALL ACCESSORIES PER ADA CLEARANCES AND HEIGHTS SHOWN ON SEE SHEET A0.4 ·CONTRACTOR TO PROVIDE PROPER BLOCKING IN WALL FOR ALL ACCESSORIES, BRACES, MOUNTING HARDWARE, ETC. AS REQ'D. 1 2 3 4SH T . A 7 . 1 FOR THE FOLLOWING ACCESSORIES: ·AT TYPE 'A' UNITS (LEVEL 1 OF THE FIRST BUILDING: HAWTHORN) PROVIDE ACCESSORIES AND REQ'D BLOCKING ·AT TYPE 'B' UNITS (LEVEL 1 OF ALL OTHER BUILDINGS) PROVIDE BLOCKING FOR FUTURE INSTALLATION OF THESE ACCESSORIES 1 TOILET TISSUE HOLDER 2 TOWEL RING 3 TOWEL BAR 5 MIRROR (SEE ELEVATION) 6 CLOTHES ROD, BRACKETS, & SHELF C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" 4 SHOWER CURTAIN ROD 7 TANK LEVER FOLDING SHOWER SEATE 8 FRAMED SHOWER DOOR (MATTE BLACK) REF. SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " 3'-6" ISLAND W/D TU B / S H O W E R CO A T DINING TV TV LI N E N KITCHEN BATH WIC BEDROOM LIVING 9' - 3 1 / 4 " 3 1 / 2 " 2' - 2 1 / 2 " 3 1 / 2 " 6' - 1 0 " 3 1 / 2 " 12 ' - 0 1 / 2 " 31 ' - 2 3 / 4 " 17'-6 1/2" 9'-1"3 1/2"8'-2" 11'-10 3/4"5'-1 1/2"3 1/2"6'-8 3/4" 3 1 / 2 " 5 ' - 1 " 3 ' - 2 1 / 2 " 3 ' - 0 " 3' - 7 " 12'-2 3/4"11'-10 1/4" 24'-1" 10 ' - 0 3 / 4 " 3 1 / 2 " 5' - 8 " 3' - 8 1 / 4 " 6' - 2 1 / 4 " BBQ 3 1 / 2 " 3' - 7 3 / 4 " 2'-1"3 1/2" DW 3' - 4 " 401 402 403 404 405 406 W7 W1 W1 W1W7 W1 W1 W1 W1 W 2 W7 W 7 W7 W6 W6 W6 W7 W 6 W 6 W8 PATIO MECHANICAL ROOM PATIO BREEZEWAY MECHANICAL ROOM W11 W2 W8 W8 1 4SH T . A 7 . 1 4 2 SH T . A 7 . 1 2 3 4 1SH T . A 7 . 4 5 67SH T . A 7 . 4 7' - 10" A.F.F. 1 9' - 0" A.F.F. 1 9' - 0" A.F.F. 1 7' - 10" A.F.F. 17' - 10" A.F.F. 1 7' - 10" A.F.F. 1 9' - 0 " A. F . F . REF. ICC A117.1 304.3a TURNAROUND SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " ISLAND W/D TU B / S H O W E R CO A T DINING TV TV LI N E N KITCHEN BATH WIC BEDROOM LIVING IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 a 32 x 4 8 48 x 6 0 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 2 f 24 I C C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 6 0 x 5 4 18 I C C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b ( W I T H C L O S E R ) 4 8 x 4 8 12 IC C 1 1 7 . 1 6 0 7 . 2 a ( T U B ) 60 x 3 0 ICC A 1 1 7 . 1 3 0 4 . 3 b TU R N A R O U N D 56 x 6 0 IC C A 1 1 7 . 1 6 0 4 . 3 & 1 0 0 3 . 1 1 . 2 . 4 . 2 & 3 ICC 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60x 5 4 1 8 IC C A 1 1 7 . 1 3 0 4 . 3 a TU R N A R O U N D I C C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 6 0 x 5 4 18 ICC 117.1 611.2b 30x48 CL ICC A117.1 304.3a TURNAROUND IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 a 32 x 4 8 IC C A 1 1 7 . 1 3 0 4 . 3 a TU R N A R O U N D ICC A117.1 304.3b TURNAROUND UNIT SIGNANGE PER ICC A117.1 703.4.5 ICC A117.1 304.3a TURNAROUND BBQ 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND DW PATIO MECHANICAL ROOM PATIO BREEZEWAY MECHANICAL ROOM REF. SO F A 86 " x 3 5 " KI N G 76 " x 8 0 " W/D TV TV LI N E N BBQ DW A 1 6 T GB GB GB GB 4 5 2 3 6 V GB GB GB GB CT GB GB GB GB CT GB GB GB GB W GB GB GB GB PATIO MECHANICAL ROOM W PATIO C1 GB GB GB GB BREEZEWAY MECHANICAL ROOM 7 B D GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. ENLARGED UNIT PLANS, 1 BED 1 BATH 700 (UNIT 05 & 07) A6.4 1/4" = 1'-0"1 FLOOR PLAN - 1 BED 1 BATH 700 1/4" = 1'-0"2 CEILING PLAN - 1 BED 1 BATH 700 1/4" = 1'-0"3 ADA PLAN - 1 BED 1 BATH 700 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C KEY PLAN 2 BED 2 BATH 2 BED 2 BATH 2 BED 2 BATH 1 BED 1 BATH 2 BED 1 BATH 2 BED 1 BATH 1BED 1BATH 1BED 1BATH STUDIO 3 BED 2 BATH 1/4" = 1'-0"4 FINISH PLAN - 1 BED 1 BATH 700 FINISH PLAN LEGEND CEILING PLAN LEGEND V GB GB GB GB WALL FINISH DESIGNATIONGB V FLOOR FINISH DESIGNATION INTERIOR ELEVATION SHEET NUMBER INTERIOR ELEVATION DESIGNATION CT CARPET PAINTED INTERIOR BASE TRIM T TILE: DALTILE 12x24 SKYBRIDGE, SY98 GRAY PAINTED INTERIOR BASE TRIM V VINYL PLANK FLOORING: PARADIGM TIGERS EYE, PAR1259PAD PAINTED INTERIOR BASE TRIM WALL FINISHES PAINTED GYPSUM BOARD (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) GB TILE ON CRACK-ISOLATION & WATERPROOF MEMBRANE (TCA F113), MAPELASTIC AQUADEFENSE WITH REINFORCING FIBER C1 SEALED CONCRETE WITH BROOM FINISH PAINTED INTERIOR BASE TRIM (RESILIENT BASE IN BREEZEWAY BICYCLE STORAGE) PAINTED EXT SHEATHING (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) P C2 SEALED CONCRETE WITH BROOM FINISH SEE ELEVATIONS FOR EXTERIOR FINISH BASE W WATERPROOF PEDESTRIAN TRAFFIC COATINGS (DUREDEK) SEE ELEVATIONS FOR EXTERIOR FINISH 1 PAINTED 1-HR GYP BD CEILING ON RESILIENT CHANNELS (2-A9.1) LIGHT FIXTURE - SEE ELECTRICAL FOR RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 4-A9.1 AIR REGISTER - SEE MECHANICAL 2 PAINTED GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL FOR NON-ICC RATED RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 5-A9.1 AIR REGISTER - SEE MECHANICAL ACCESSORY SCHEDULE A GRAB BARS: 18", 36", & 42" ·MOUNT ALL ACCESSORIES PER ADA CLEARANCES AND HEIGHTS SHOWN ON SEE SHEET A0.4 ·CONTRACTOR TO PROVIDE PROPER BLOCKING IN WALL FOR ALL ACCESSORIES, BRACES, MOUNTING HARDWARE, ETC. AS REQ'D. 1 2 3 4SH T . A 7 . 1 FOR THE FOLLOWING ACCESSORIES: ·AT TYPE 'A' UNITS (LEVEL 1 OF THE FIRST BUILDING: HAWTHORN) PROVIDE ACCESSORIES AND REQ'D BLOCKING ·AT TYPE 'B' UNITS (LEVEL 1 OF ALL OTHER BUILDINGS) PROVIDE BLOCKING FOR FUTURE INSTALLATION OF THESE ACCESSORIES 1 TOILET TISSUE HOLDER 2 TOWEL RING 3 TOWEL BAR 5 MIRROR (SEE ELEVATION) 6 CLOTHES ROD, BRACKETS, & SHELF C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" 4 SHOWER CURTAIN ROD 7 TANK LEVER FOLDING SHOWER SEATE 8 FRAMED SHOWER DOOR (MATTE BLACK) REF. QUEEN 60"x80" SHOWER CL O S E T DINING W/D BATH BED LIVINGKITCHEN TV 9'-9 1/4"2'-8 1/2"2'-1"10'-3 1/4" 25'-8 1/2" 7' - 3 1 / 2 " 10 ' - 2 1/ 2 " 17 ' - 6 " 6' - 1 0 " 3 1 / 2 " 10 ' - 4 1 / 2 " 3 1/2"3 1/2"3 1/2" 6' - 1 0 " 3 1 / 2 " 20'-4 1/2" DW 501 502 503 W7 W1 W1 W1 W1 W7 W1 W8 W8 W2 W8 W6 W6 W6 PATIO MECHANICAL ROOM PATIO BREEZEWAY MECHANICAL ROOM W1 W11 1SH T . A 7 . 1 23SH T . A 7 . 1 3 4 1 2SHT . A 7 . 5 5 6SH T . A 7 . 5 7' - 10" A.F.F. 1 9' - 0" A.F.F. 1 7' - 10" A.F.F. 1 7' - 10" A.F.F. 7' - 1 0 " A. F . F . REF. QUEEN 60"x80" SHOWER CL O S E T DINING W/D BATH BED LIVINGKITCHEN TV 56x60 ICC A117.1 604.3 & 1003.11.2.4.2 & 3 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 5 a 60 x 5 4 18 ICC A117.1 304.3b TURNAROUND ICC 117.1 404.2.3.2a 60x54 18 ICC 117.1 404.2.3.2b (WITH CLOSER) 30x48 12 ICC 117.1 611.2b CL ICC A117.1 304.3a TURNAROUND ICC A117.1 304.3a TURNAROUND 2 2 ICC A117.1 404.2.3.3b ICC 117.1 611.2b 30x48 CL 36x48 DW CL 30x48 30x48 PATIO MECHANICAL ROOM PATIO BREEZEWAY MECHANICAL ROOM REF. QUEEN 60"x80" W/D TV DW A 1 4 6 T GB GB GB GB 3 2 5 V GB GB GB GB V GB GB GB GB WGB GB GB PATIO MECHANICAL ROOM W PATIO C1 GB GB GB GB BREEZEWAY MECHANICAL ROOM GB 7 C E 8PROVIDE AT UPPER LEVEL UNITS IN LIEU OF 4 GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. ENLARGED UNIT PLANS, STUDIO (UNIT 09) A6.5 1/4" = 1'-0"1 FLOOR PLAN - STUDIO 1/4" = 1'-0"2 CEILING PLAN - STUDIO 1/4" = 1'-0"3 ADA PLAN - STUDIO sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C KEY PLAN 2 BED 2 BATH 2 BED 2 BATH 2 BED 2 BATH 1 BED 1 BATH 2 BED 1 BATH 2 BED 1 BATH 1BED 1BATH 1BED 1BATH STUDIO 3 BED 2 BATH 1/4" = 1'-0"4 FINISH PLAN - STUDIO FINISH PLAN LEGEND CEILING PLAN LEGEND V GB GB GB GB WALL FINISH DESIGNATIONGB V FLOOR FINISH DESIGNATION INTERIOR ELEVATION SHEET NUMBER INTERIOR ELEVATION DESIGNATION CT CARPET PAINTED INTERIOR BASE TRIM T TILE: DALTILE 12x24 SKYBRIDGE, SY98 GRAY PAINTED INTERIOR BASE TRIM V VINYL PLANK FLOORING: PARADIGM TIGERS EYE, PAR1259PAD PAINTED INTERIOR BASE TRIM WALL FINISHES PAINTED GYPSUM BOARD (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) GB TILE ON CRACK-ISOLATION & WATERPROOF MEMBRANE (TCA F113), MAPELASTIC AQUADEFENSE WITH REINFORCING FIBER C1 SEALED CONCRETE WITH BROOM FINISH PAINTED INTERIOR BASE TRIM (RESILIENT BASE IN BREEZEWAY BICYCLE STORAGE) PAINTED EXT SHEATHING (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) P C2 SEALED CONCRETE WITH BROOM FINISH SEE ELEVATIONS FOR EXTERIOR FINISH BASE W WATERPROOF PEDESTRIAN TRAFFIC COATINGS (DUREDEK) SEE ELEVATIONS FOR EXTERIOR FINISH 1 PAINTED 1-HR GYP BD CEILING ON RESILIENT CHANNELS (2-A9.1) LIGHT FIXTURE - SEE ELECTRICAL FOR RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 4-A9.1 AIR REGISTER - SEE MECHANICAL 2 PAINTED GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL FOR NON-ICC RATED RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 5-A9.1 AIR REGISTER - SEE MECHANICAL ACCESSORY SCHEDULE A GRAB BARS: 18", 36", & 42" ·MOUNT ALL ACCESSORIES PER ADA CLEARANCES AND HEIGHTS SHOWN ON SEE SHEET A0.4 ·CONTRACTOR TO PROVIDE PROPER BLOCKING IN WALL FOR ALL ACCESSORIES, BRACES, MOUNTING HARDWARE, ETC. AS REQ'D. 1 2 3 4SH T . A 7 . 1 FOR THE FOLLOWING ACCESSORIES: ·AT TYPE 'A' UNITS (LEVEL 1 OF THE FIRST BUILDING: HAWTHORN) PROVIDE ACCESSORIES AND REQ'D BLOCKING ·AT TYPE 'B' UNITS (LEVEL 1 OF ALL OTHER BUILDINGS) PROVIDE BLOCKING FOR FUTURE INSTALLATION OF THESE ACCESSORIES 1 TOILET TISSUE HOLDER 2 TOWEL RING 3 TOWEL BAR 5 MIRROR (SEE ELEVATION) 6 CLOTHES ROD, BRACKETS, & SHELF C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" 4 SHOWER CURTAIN ROD 7 TANK LEVER FOLDING SHOWER SEATE 8 FRAMED SHOWER DOOR (MATTE BLACK) BBQ SOFA 86"x35" QUEEN 60"x80" DINING TV W/D TUB/SHOWER LINEN COAT TUB/SHOWER QUEEN 60"x80" QUEEN 60"x80" KITCHEN LIVING BEDROOM BEDROOM BEDROOM BATH BEDROOM HALL 11'-7 3/8"3 1/2"13'-9 5/8" 5'-1"3 1/2"3'-7 1/2" 2' - 4 1 / 2 " 3 1 / 2 " 8' - 6 1 / 2 " 3 1 / 2 " 2' - 1 " 3 1 / 2 " 10 ' - 2 " 24 ' - 0 1 / 2 " 6' - 7 " 30 ' - 7 1 / 2 " 4' - 0 " 18 ' - 0 1 / 2 " 8' - 7 " 9'-0" 25'-8 1/2"5'-0" 39'-8 1/2" 15'-6 1/2"11'-8" 3 1/2" 12'-2 1/2" 39'-8 1/2" 6'-3 5/8"3 1/2" 3 1/2"1'-10" 5'-1" 6'-10" 3 1/2" 5'-1" 5'-1"3 1/2"6'-3 1/2"3 1/2"3 1/2" 5' - 2 1 / 2 " 3 1 / 2 " 3' - 8 1 / 2 " 3 1 / 2 " 8' - 6 1 / 2 " 2'-10 7/8"2'-0" 2' - 1 " 3 1 / 2 " 4' - 4 1 / 2 " 3 1 / 2 " 6' - 9 " REF. DW 601 602 603 604 606 605 607 608610 609611 W7 W1 W1W1 W8 W8W2 W2 W7 W7 W7 W7 W7 W6 W6 W7 W6 W6 W6 W6 W6 W7 W6 W6 W6 W6 W7 PATIO BREEZEWAY MECHANICAL ROOM PATIO MECHANICAL ROOM W8 W11 1 SH T . A 7 . 1 3 2 SHT . A 7 . 1 3 2 2 SH T . A 7 . 1 2a 3 4SHT . A 7 . 1 3 1 2SH T . A 7 . 6 4 5SH T . A 7 . 6 6 7SH T . A 7 . 6 9' - 0" A.F.F. 1 7' - 10" A.F.F. 1 7' - 10" A.F.F. 1 7' - 10" A.F.F. 7' - 10" A.F.F. 7' - 1 0 " A. F . F . 9' - 0" A.F.F. 1 9' - 0" A.F.F. 1 9' - 0" A.F.F. 1 9' - 0" A.F.F. 1 BBQ SOFA 86"x35" QUEEN 60"x80" DINING TV W/D TUB/SHOWER LINEN COAT TUB/SHOWER QUEEN 60"x80" QUEEN 60"x80" KITCHEN LIVING BEDROOM BEDROOM BEDROOM BATH BEDROOM HALL IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 5 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 5 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 5 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b (W I T H C L O S E R ) 48 x 4 8 12 ICC A117.1 304.3b TURNAROUND ICC 117.1 607.2a (TUB) 60x30 56x60 ICC A117.1 604.3 & 1003.11.2.4.2 & 3 ICC 117.1 404.2.3.5a60x54 18 ICC 117.1 404.2.3.5a 60x54 18 42x60 (NO CLOSER) (48 WITH CLOSER) ICC A117.1 404.2.3.2e 12 ICC A117.1 304.3a TURNAROUND 18 22 IC C A 1 1 7 . 1 40 4 . 2 . 3 . 3 b ICC A117.1 304.3a TURNAROUND REF. DW CL 30x48 CL 30x48 ICC 117.1 611.2b PATIO BREEZEWAY MECHANICAL ROOM PATIO MECHANICAL ROOM BBQ SOFA 86"x35" QUEEN 60"x80" TV W/D QUEEN 60"x80" QUEEN 60"x80" BEDROOM REF. DW A 1 T GB GB GB GB 5 5 2 4 3 66 6 5 5 2 1 3 6 T GB GB GB GB 4 CT GB GB GB GB CT GB GB GB GB CT GB GB GB GB V GB GB GB GB V GB GB GB GB V GB GB GB W PATIO C1 GB GB GB GB BREEZEWAY MECHANICAL ROOM W GB GB GB GB PATIO MECHANICAL ROOM 7 7 B D GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. ENLARGED UNIT PLANS, 3 BED 2 BATH (UNIT 10) A6.6 1/4" = 1'-0"1 FLOOR PLAN - 3 BED 2 BATH 1/4" = 1'-0"2 CEILING PLAN - 3 BED 2 BATH 1/4" = 1'-0"3 ADA PLAN - 3 BED 2 BATH sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS APARTMENTS 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS September 14, 2018 18006-2 STILLWATER EQUITY PARTNERS LLC num.description date consultant: 2-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO SEPT 14, 2018 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C KEY PLAN 2 BED 2 BATH 2 BED 2 BATH 2 BED 2 BATH 1 BED 1 BATH 2 BED 1 BATH 2 BED 1 BATH 1BED 1BATH 1BED 1BATH STUDIO 3 BED 2 BATH 1/4" = 1'-0"4 FINISH PLAN - 3 BED 2 BATH FINISH PLAN LEGEND CEILING PLAN LEGEND V GB GB GB GB WALL FINISH DESIGNATIONGB V FLOOR FINISH DESIGNATION INTERIOR ELEVATION SHEET NUMBER INTERIOR ELEVATION DESIGNATION CT CARPET PAINTED INTERIOR BASE TRIM T TILE: DALTILE 12x24 SKYBRIDGE, SY98 GRAY PAINTED INTERIOR BASE TRIM V VINYL PLANK FLOORING: PARADIGM TIGERS EYE, PAR1259PAD PAINTED INTERIOR BASE TRIM WALL FINISHES PAINTED GYPSUM BOARD (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) GB TILE ON CRACK-ISOLATION & WATERPROOF MEMBRANE (TCA F113), MAPELASTIC AQUADEFENSE WITH REINFORCING FIBER C1 SEALED CONCRETE WITH BROOM FINISH PAINTED INTERIOR BASE TRIM (RESILIENT BASE IN BREEZEWAY BICYCLE STORAGE) PAINTED EXT SHEATHING (SW 7014 EIDER WHITE) W/ PAINTED DOORS/TRIM/BASE (SW 7566 WESTHIGHLAND WHITE) P C2 SEALED CONCRETE WITH BROOM FINISH SEE ELEVATIONS FOR EXTERIOR FINISH BASE W WATERPROOF PEDESTRIAN TRAFFIC COATINGS (DUREDEK) SEE ELEVATIONS FOR EXTERIOR FINISH 1 PAINTED 1-HR GYP BD CEILING ON RESILIENT CHANNELS (2-A9.1) LIGHT FIXTURE - SEE ELECTRICAL FOR RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 4-A9.1 AIR REGISTER - SEE MECHANICAL 2 PAINTED GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL FOR NON-ICC RATED RECESSED FIXTURES SEE DETAIL 3-A9.1 FURR-DOWN SOFFIT FOR DUCTWORK - COORDINATE WITH MECHANICAL SEE DETAIL 5-A9.1 AIR REGISTER - SEE MECHANICAL ACCESSORY SCHEDULE A GRAB BARS: 18", 36", & 42" ·MOUNT ALL ACCESSORIES PER ADA CLEARANCES AND HEIGHTS SHOWN ON SEE SHEET A0.4 ·CONTRACTOR TO PROVIDE PROPER BLOCKING IN WALL FOR ALL ACCESSORIES, BRACES, MOUNTING HARDWARE, ETC. AS REQ'D. 1 2 3 4SH T . A 7 . 1 FOR THE FOLLOWING ACCESSORIES: ·AT TYPE 'A' UNITS (LEVEL 1 OF THE FIRST BUILDING: HAWTHORN) PROVIDE ACCESSORIES AND REQ'D BLOCKING ·AT TYPE 'B' UNITS (LEVEL 1 OF ALL OTHER BUILDINGS) PROVIDE BLOCKING FOR FUTURE INSTALLATION OF THESE ACCESSORIES 1 TOILET TISSUE HOLDER 2 TOWEL RING 3 TOWEL BAR 5 MIRROR (SEE ELEVATION) 6 CLOTHES ROD, BRACKETS, & SHELF C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" 4 SHOWER CURTAIN ROD 7 TANK LEVER FOLDING SHOWER SEATE 8 FRAMED SHOWER DOOR (MATTE BLACK)