Loading...
HomeMy WebLinkAboutPERMIT DOCUMENTS - Approx. 1000 N Yellowstone Hwy - The Grove at Thomson Farms - 30 Unit BldgPR 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 A0.0 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS - 06.27.2018 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 S203 LEVEL 3 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 P1.3 OVERALL LEVEL 3 PLUMBING FLOOR PLAN P2.1 LARGE SCALE PLUMBING FLOOR PLANS - MECHANICAL M1.1 OVERALL LEVEL 1 MECHANICAL FLOOR PLAN M1.2 M1.3 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 A2.3 OVERALL LEVEL 3 FLOOR PLAN A2.4 OVERALL ROOF LEVEL PLAN A2.5 OVERALL LEVEL 1 REFLECTED CEILING PLAN A2.6 OVERALL LEVEL 2 REFLECTED CEILING PLAN A2.7 OVERALL LEVEL 3 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: LEVEL 3 AREA: TOTAL AREA: MULTI-FAMILY RESIDENTIAL 30 (3) ABOVE GRADE 3 49 FEET 10,815 S.F. 10,434 S.F. 10,434 S.F. 31,683 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 3-STORY BUILDING 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 OVERALL LEVEL 3 MECHANICAL FLOOR PLAN LARGE SCALE MECHANICAL FLOOR PLANS MECHANICAL DETAILS MECHANICAL SCHEDULES S102 GENERAL STRUCTURAL NOTES E2.1 LEVEL 2 FLOOR PLAN ELECTRICAL E2.2 LEVEL 3 FLOOR PLAN ELECTRICAL E3.1 TYPICAL UNIT PLANS E3.2 TYPICAL UNIT PLANS 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 DOWN DOWN DOWN DOWN UP DOWN UP DOWN UP DOWN UP DOWN UP UP UP UP 1 LEVEL 1 1/16" = 1'-0"2 LEVEL 2 SCALE: 1/16" = 1'-0" 8'16'0 32' 3 LEVEL 3 1/16" = 1'-0" 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 5 961 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 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 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 FE FE FE FE FE FE FE FE FE FE FE 4 618 SQFT 4 618 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 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 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 2/20/2018 3:47:38 PM CODE DIAGRAMS A0.2 DESIGN DEVELOPMENT 2.15.2017 201706RM Author num.description date 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 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 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 & 3 (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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 & 3 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 CLUBHOUSE (FUTURE) LINDEN ALDERWOOD PO N D E R O D S A WHITEPINE 2-STORY (FUTURE) MA P L E W O O D BIR C H W O O D HA W T H O R N HAZELWOOD 2-STORY (FUTURE) HE M L O C K BLACKOAK 2-STORY (FUTURE) HICKORY BARN (FUTURE) 3-STORY 3-ST O R Y 3-S T O R Y 3-S T O R Y 3-STORY 3-STORY 3-S T O R Y 3- S T O R Y 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 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 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 REF. BBQ SOFA 86"x35" QUEEN 60"x80" TV DW W/D QUEEN 60"x80" QUEEN 60"x80" BEDROOM 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 " 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 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 (W I T H C L O S E R ) 30 x 4 8 1 2 60x5 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 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 ) 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 (WI 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 DOWN UP DOWN UP DOWN UP DOWN 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 REF. BBQ SOFA 86"x35" QUEEN 60"x80" TV DW W/D QUEEN 60"x80" QUEEN 60"x80" BEDROOM 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'-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 " 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 REF. BBQ SOFA 86"x35" QUEEN 60"x80" TV DW W/D QUEEN 60"x80" QUEEN 60"x80" BEDROOM 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 " 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. 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 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 BREEZEWAYBREEZEWAYM3 0 3 M3 0 2 M3 0 1 M3 0 8 M3 0 9 M3 1 0 M3 0 5 M3 0 4 1/8" = 1'-0"1 LEVEL 3 SCALE: 1/8" = 1'-0" 4'8'0 16' M3 0 6 M3 0 7 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 " 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 4' - 0 " 4' - 0 " 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 3 FLOOR PLAN A2.3 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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. 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: 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 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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'-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 " 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 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 BREEZEWAYBREEZEWAY M2 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' 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 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 3 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 3 REFLECTED CEILING PLAN A2.7 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" 2 A4.1 1 A4.2 2 A4.2 10 ' - 4 " 10 ' - 4 " 9' - 1 " 12 6 12 6 2 1 3 4 4 4 4 4 5 7 14 8 8 10 8 68 28 8 8 10 8 10 1121 119 119 8 10 8 28 8 1 3 4 7 14 5 13 15 1515 6 11 21 11 9 11 9 18 17 17 17 17 17 17 17 17 12 18 12 9 9 21 9 9 21 11 11 11 11 11 11 141422222 7 7 11 11 20 19 20 19 20 19 A B C C.5 D E F 19 19 1313 1313 11 11 25 25 2424 3 A4.6 3 A4.6 LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" 1 A4.1 10 ' - 4 " 10 ' - 4 " 9' - 1 " 12 6 12 6 12 6 4 4 4 4 4 17 17 11 11 11 16 16 16 8 8 5 7 11 5 11 10 7 11 3 22 13 4 22 8 85 7 11 5 11 10 7 11 3 14 14 14 14 8 8 8 6 9 21 9 2 2 20 19 20 19 19 9' - 6 " T.O. STONE VENEER = 109'-6" 1 2 3 3.8 42.5 1919 1313 FIRE RISER 18 25 24 24 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) 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" 2 A4.1 1 A4.2 2 A4.2 10 ' - 4 " 10 ' - 4 " 9' - 1 " 12 6 12 6 11 11 11 11 11 11 16 16 16 1 3 4 4 5 7 14 4 4 1 3 4 7 14 5 28 8 10 8 8 28 8 10 8 86 21 9 9 17 17 6 21 9 9 17 17 7714 13 15 15 15 14 14 14 4 1812 18 12 22222 11 11 17 17 9 9 11 11 2111 7 7 20 19 20 19 88 5 6 66 8 8 8 8 77 19 ABCC.5DEF 17 179 911 11 21 11 1919 1919 19 13 13 11 11 3 A4.6 3 A4.6 LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" 1 A4.1 10 ' - 4 " 10 ' - 4 " 9' - 1 " 12 6 12 6 12 6 14 4 4 4 4 4 2 2 134 18 8 5 7 11 5 11 10 7 11 14 14 8 3 8 5 7 11 5 11 10 7 11 14 8 3 13 13 2 2 8 6 8 8 17 9 17 9 21 11 20 19 20 19 8 8 8 1 1 19 9' - 6 " T.O. STONE VENEER = 109'-6" 1233.84 2.5 19 19 ELECTRICAL 23 25 24 24 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) 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 (LEVEL 3 SIMILAR) 1 BREEZEWAY ELEVATIONS ALONG GRIDS 'B' AND 'E': LEVEL 2 (LEVEL 3 SIMILAR) 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 1 5 4 3 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 1 3 5 4 6 2 14 1312 12 12 6666666 1 3 5 4 14 13 6 2 55 67 8 1010 7 5 8 5 66 222 77 66 14 14 13 13 2 5 12 12 5 14 14 13 13 2 10 10 10 7 7 7 8 12 5 5 5 5 5 5 5 8 7 7 7 8 2222222 2 14 1312 6666666 14 13 2 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 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 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 5' - 8 " 2" 5' - 1 0 " 1' - 8 " 3' - 4 " 2" 3' - 0 " 2" 17 ' - 3 " 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 " 11 ' - 0 " 2" 11 ' - 2 " 1' - 8 " 3' - 4 " 2" 3' - 0 " 2" 11 ' - 1 1 " 22 ' - 1 1 " 14 ' - 0 " 5' - 8 " 22 ' - 0 " 2" 5' - 1 0 " 7' - 0 " 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" 5' - 8 " 2" 5' - 1 0 " 1' - 8 " 3' - 4 " 2" 3' - 0 " 2" 17 ' - 3 " 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 " 11 ' - 0 " 2" 11 ' - 2 " 1' - 8 " 3' - 4 " 2" 3' - 0 " 2" 11 ' - 1 1 " 22 ' - 1 1 " 14 ' - 0 " 5' - 8 " 22 ' - 0 " 2" 5' - 1 0 " 7' - 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 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" 2 A4.1 1 A4.2 2 A4.2 3 BED 2 BATH 3 BED 2 BATH 3 BED 2 BATHM3 1 0 M2 1 0 M1 1 0 1 BED 1 BATH1 BED 1 BATH1 BED 1 BATH M1 0 3 M2 0 3 M3 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 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 " 10 ' - 4 " 9' - 1 " 12 6 12 6 A B C C.5 D E F 1 3 2 26 26 22 244 23 27 36 9 9 11 18 18 18 17 17 5 14 7 14 20 19 2 2 27 23 25 6 6 6 3 2 27 23 3 18 28 4 4 11 11 A4.6 1 A4.5 2 1 3 2 7 14 4 5 14 20 19 4 23 27 2 8 26 26 22 28 8 8 18 2 27 23 3 2 27 23 3 2 6 6 6 26 26 22 26 26 22 25 25 30 30 3030 33 34 33 33 34 33 23 35 35 35 35 BICYCLE STORAGE BICYCLE STORAGE 1 BED 1 BATH1 BED 1 BATH1 BED 1 BATH BICYCLE STORAGE BICYCLE STORAGE 1 BED 1 BATH1 BED 1 BATH1 BED 1 BATH BICYCLE STORAGE BICYCLE STORAGE LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" 1 A4.1 A5.6 B A5.6 A BICYCLE STORAGE BICYCLE STORAGE BICYCLE STORAGE BREEZEWAY BREEZEWAY BREEZEWAYBREEZEWAY BREEZEWAY BREEZEWAY 10 ' - 4 " 10 ' - 4 " 9' - 1 " 12 6 12 6 1 2 3 3.8 42.5 15 B.O. LINTEL = 127'-6" 6' - 1 0 " B.O. LINTEL = 127'-6" 6' - 1 0 " 29 7 15 29 7 24 4 5'-8" STONE VENEER 5'-8" STONE VENEER 35 35 22 11 31 11 11 32 31 32 11 11 31 11 32 31 32 11 11 10 3434 34 35 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 LIGHTWEIGHT 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 1/8" = 1'-0"1 BUILDING LONGITUDINAL SECTION 1/8" = 1'-0"2 BUILDING CROSS SECTION AT BREEZEWAY LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" 1 A4.1 10 ' - 4 " 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 26 22 28 8 8 4 27 25 25 25 25 25 25 10 11 11 11 28 28 A4.5 3 1 3 7 14 23 2 8 26 26 22 8 8 27 10 11 11 11 23 2 23 2 26 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 2 BED 2 BATH 1 BED 1 BATH 2 BED 2 BATH LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" LEVEL 1 100' - 0" LEVEL 3 120' - 8" TOP OF WALL 129' - 9" LEVEL 2 110' - 4" 1 A4.1 1 BED 1 BATH2 BED 1 BATH 10 ' - 4 " 10 ' - 4 " 9' - 1 " A4.5 1 12 6 12 6 12 6 1 2 3 3.8 42.5 23 27 36 9 9 11 17 2 11 11 A4.6 2 17 A4.5 4 1 3 7 10 23 2 8 8 8 27 10 14 6 19 25 25 25 23 2 2828 26 26 22 26 26 22 33 33 1 BED 1 BATH2 BED 1 BATH 1 BED 1 BATH2 BED 1 BATH 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 LIGHTWEIGHT 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 " PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. A9.1 2 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. 10 ' - 4 " 9' - 1 " A8.1 2 A8.1 4 A8.1 2 A8.1 4 A8.1 2 A8.1 4 A8.1 9 SIM LEVEL 2 = 110'-4" LEVEL 3 = 120'-8" TOP OF WALL = 129'-9" 1 HR FLOOR/CEILING ASSEMBLY 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 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 " PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. A9.1 2 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. 10 ' - 4 " 9' - 1 " A8.1 4 A8.1 2 A8.1 4 A8.1 5 A8.1 7 A8.1 9 LEVEL 2 = 110'-4" LEVEL 3 = 120'-8" TOP OF WALL = 129'-9" 1 HR FLOOR/CEILING ASSEMBLY 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 EGRESS COMPLIANT GLIDING WINDOW VERTICAL SIDING OVER WEATHER BARRIER OVER EXT SHEATHING 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 3/4"x7-1/4" SIDING TRIM, TYP. METAL STANDING SEAM AWNING 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.) A8.1 18 T.O. STONE VENEER = 109'-6"B.O. SIDING TRIM = 109'-6" B.O. SIDING TRIM = 119'-6" LEVEL 1 = 100'-0" 10 ' - 4 " T.O. FOOTING = 97'-6" 2' - 6 " PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. A9.1 2 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. 10 ' - 4 " 9' - 1 " A8.1 2 A8.1 4 A8.1 2 A8.1 4 A8.1 5 A8.1 7 A8.1 9 LEVEL 2 = 110'-4" LEVEL 3 = 120'-8" TOP OF WALL = 129'-9" 1 HR FLOOR/CEILING ASSEMBLY 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 EGRESS COMPLIANT GLIDING WINDOW VERTICAL SIDING OVER WEATHER BARRIER OVER EXT SHEATHING 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 3/4"x7-1/4" SIDING TRIM, TYP. METAL STANDING SEAM AWNING 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" B.O. SIDING TRIM = 119'-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. 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" LEVEL 3 = 120'-8" T.O. WALL = 129'-9" LEVEL 1 = 100'-0" 9' - 1 " 10 ' - 4 " 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 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. 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 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 1 SCALE: 1/2" = 1'-0" WALL SECTION - PATIO ALCOVES A8.2 1 & 4 A8.2 2 LEVEL 2 = 110'-4" LEVEL 3 = 120'-8" TOP OF WALL = 129'-9" LEVEL 1 = 100'-0" 9' - 1 " 10 ' - 4 " 10 ' - 4 " T.O. FOOTING = 97'-6" 2' - 6 " A8.2 1 & 4 A8.2 2 METAL GUARDRAIL PATIO MEMBRANE OVER PLYWOOD SHEATHING A4.6 A EXT GRADE DOOR W/ WEATHER SEAL SIDING TRIM, TYP.A8.2 11 & 12 A8.2 11 & 12 A8.2 11 & 12 SIDING (BEYOND), SEE ELEVATION SLIDING PATIO DOOR PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION PRE-FINISHED METAL SOFFIT 2x6 STUD WALL - SEE STRUCT. A9.1 2 METAL GUARDRAIL PATIO MEMBRANE OVER PLYWOOD SHEATHING A4.6 A 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. A9.1 2 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 SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING 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 1 HR FLOOR/CEILING ASSEMBLY SLOPE 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 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" LEVEL 3 = 120'-8" TOP OF WALL = 129'-9" LEVEL 1 = 100'-0" 9' - 1 " 10 ' - 4 " 10 ' - 4 " T.O. FOOTING = 97'-6" 2' - 6 " A8.2 1 & 4 A8.2 2 METAL GUARDRAIL PATIO MEMBRANE OVER PLYWOOD SHEATHING A4.6 A SIDING (BEYOND), SEE ELEVATION SLIDING PATIO DOOR PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION PRE-FINISHED METAL SOFFIT 2x6 STUD WALL - SEE STRUCT. A9.1 2 METAL GUARDRAIL PATIO MEMBRANE OVER PLYWOOD SHEATHING A4.6 A SIDING (BEYOND), SEE ELEVATION SLIDING PATIO DOOR PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. A9.1 2 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 SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING 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 1 HR FLOOR/CEILING ASSEMBLY SLOPE 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 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" LEVEL 3 = 120'-8" TOP OF WALL = 129'-9" LEVEL 1 = 100'-0" 9' - 1 " 10 ' - 4 " 10 ' - 4 " T.O. FOOTING = 97'-6" 2' - 6 " A8.2 4 A8.2 2 METAL GUARDRAIL PATIO MEMBRANE OVER PLYWOOD SHEATHING A4.6 A EXT GRADE DOOR W/ WEATHER SEAL SIDING TRIM, TYP.A8.2 11 & 12 A8.2 11 & 12 A8.2 7 & 8 VERTICAL SIDING (BEYOND) SLIDING PATIO DOOR PAINTED 1/2" GYP BD OVER VAPOR RETARDER R-21 BATT INSULATION PRE-FINISHED METAL SOFFIT 2x6 STUD WALL - SEE STRUCT. A9.1 2 METAL GUARDRAIL PATIO MEMBRANE OVER PLYWOOD SHEATHING A4.6 A 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. A9.1 2 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 HORIZONTAL SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING 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 1 HR FLOOR/CEILING ASSEMBLY SLOPE 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 3' - 6 " G U A R D R A I L grid 1'-4" 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 SIM. A8.2 11 SIM. SIM. A8.2 11 SIM. A8.2 11 A8.2 11 A8.2 11 A8.2 11 A8.2 16 ATTIC INSULATION (R-49, MIN.) A8.2 11 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 A9.1 2 A9.1 2 1 HR FLOOR/CEILING ASSEMBLY 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" LEVEL 3 = 120'-8" T.O. WALL = 129'-9" LEVEL 1 = 100'-0" 9' - 1 " 10 ' - 4 " 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 PAINTED 5/8" TYPE 'X' GYP BD OVER VAPOR BARRIER R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. SIDING OVER WEATHER BARRIER BREEZEWAY BREEZEWAY 1 SCALE: 1/2" = 1'-0" WALL SECTION - 1/2 HR CORRIDOR WALL (UL U327) DWELLING UNIT 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. 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 PAINTED 1/2" EXTERIOR GYP BD OVER CLASS I VAPOR RETARDER 3-7/8" REINF'D LW CONC. - SEE STRUCT. FLOOR FRAMING - SEE STRUCT. ACOUSTICAL SEALANT, TYP BOTH SIDES 3-7/8" REINF'D LW 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) 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 WINDOW SCHEDULE MARK TYPE COUNT SIZE GLAZING TYPE FRAME DETAILS COMMENTSWIDTHHEIGHTMATERIALFINISHSILLHEADJAMB 4050 3 4' - 0"5' - 0" MARK COUNT DOOR DESCRIPTION FIRE RATING HARDWARE SET (SEE SPECIFICATIONS) SIZE MATERIAL FINISHWIDTHHEIGHT # BLACKVINYL 6068S 20 6' - 0"6' - 8" # SLIDING PATIO DOOR AT UPPER LEVELSBLACKVINYL 2468B 8 2' - 4"6' - 8"PATIO MECHANICAL - BRICK MOULDING 5068B 2 2' - 6" (PAIR)6' - 8"FIRE RISER ROOMS - BRICK MOULDING 5068M 30 2' - 6" (PAIR)6' - 8"MECHANICAL ROOMS ALONG BREEZEWAY 3068P 30 3' - 0"6' - 8"BICYCLE STORAGE ROOMS 2468T 22 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 9 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 3 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 6 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 6 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 3 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 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 9 9 9 9 9 9 9 3 3 3 3 6 6 6 6 6 6 6 6 6 6 6 6 3 3 3 3 3 3 3 3 3 3 3 3 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 " UPPER FLOORS UPPER FLOORS 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 50 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 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 HARDWARE SET: 02 HARDWARE SET: 10 HARDWARE SET: 10 HARDWARE SET: 10 HARDWARE SET: 10 HARDWARE SET: 10 HARDWARE SET: 10 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 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 WEATHER BARRIER 7/16" EXTERIOR SHEATHING 2x4 STUD WALL @ 16" O.C. 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. 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 DOWN UP DOWN 1/2" = 1'-0"B STAIR SECTION B 1/2" = 1'-0"A STAIR SECTION A LEVEL 1 100' - 0" LEVEL 3 120' - 8" 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 " 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" 3' - 6 " G U A R D R A I L 5" 3' - 1 " 7" 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 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 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 6' - 8 " H E A D R O O M 6' - 8 " H E A D R O O M 1' - 0 " 1' - 0 " PAINTED EXT. GYPSUM BOARD PAINTED STEEL BEAM - SEE STRUCT. PAINTED STRINGER - SEE STRUCT. LIGHTWEIGHT CONCRETE SLAB - SEE STRUCT. CONCRETE FILLED METAL PAN STAIRS STEEL GUARDRAIL AND HANDRAILS PAINTED EXT. GYPSUM BOARD PAINTED STEEL BEAM - SEE STRUCT. PAINTED STRINGER - SEE STRUCT. LIGHTWEIGHT CONCRETE SLAB - SEE STRUCT. COMPOSITE CONCRETE FLOOR SLAB - SEE STRUCT. STEEL GUARDRAIL 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. PAINTED STEEL BEAM - SEE STRUCT. A5.6 4 A5.6 4 A5.6 4 A5.6 4 A5.6 4 PAINTED STEEL BEAM - SEE STRUCT. 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 30x48 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 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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) REF. BBQ SOFA 86"x35" QUEEN 60"x80" DINING TV DW 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 " 601 602 603 604 606 605 607 608610 609611 W7 W1 W1W1 W8 W8W2 W2 W6 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 REF. BBQ SOFA 86"x35" QUEEN 60"x80" DINING TV DW 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 PATIO BREEZEWAY MECHANICAL ROOM PATIO MECHANICAL ROOM REF. BBQ SOFA 86"x35" QUEEN 60"x80" TV DW W/D QUEEN 60"x80" QUEEN 60"x80" BEDROOM 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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) GENERAL NOTES 1.REFER TO SHEET A0.4 FOR ADA REQUIREMENTS AND FIXTURE HEIGHTS. 2.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 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.FIELD VERIFY MEASUREMENTS PRIOR TO CABINETRY FABRICATION. 7.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. PAINT SCHEDULE GYPSUM BOARD WALLS: SW 7014 EIDER WHITE GYPSUM BOARD CEILINGS: SW 7566 WESTHIGHLAND WHITE INTERIOR DOORS/TRIM/BASE: SW 7566 WESTHIGHLAND WHITE OUTSIDE FACE OF EXTERIOR DOORS:SW 6258 TRICORN BLACK 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. 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 HAND SHOWER WITH VERTICAL SLIDE BAR C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" FINISHES F1 F2 F3 F4 F5 F6 F7 F8 WALL TILE; HORIZONTAL STACKED. DALTILE 3x6 LARGO, WHITE LR94 F9 FINISHED AND PAINTED GYP. BOARD F10 F11 F12 F13 F14 SLIDING PATIO DOOR EXT GRADE DOOR, PAINTED DOOR TRIM/CASING, MDF, 4" NOMINAL HEAD & SILL, 3" NOMINAL CASING, BUTT JOINTS, PAINTED EXT GRADE DOOR WITH SIDELITE, PAINTED INTERIOR SWINGING DOOR, PAINTED (POCKET DOOR SIMILAR) INTERIOR BYPASS DOOR, PAINTED BASEBOARD; MDF, 4" NOMINAL, PAINTED HORIZONTAL LOUVER BLINDS PANEL TRACK BLINDS (TAN) SLIDING WINDOW LIGHT FIXTURE - SEE ELECTRICAL QUARTZ COUNTERTOP (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, CONCRETE GRAY NQ87 F15 QUARTZ COUNTERTOP & BACKSLASH (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 F16 SHAKER STYLE CABINETS (24" DEEP, KITCHEN) COLOR: BRIGHT WHITE F17 SHAKER STYLE CABINETS (21" DEEP, BATH) COLOR: LIGHT GREY F18 F19 TUB SURROUND, BUILDER GRADE (WHITE) F20 SHOWER SURROUND, BUILDER GRADE (WHITE) NOTES: A.PROVIDE ALUMINUM SCHLUTER AT TILE INSIDE CORNERS (DILEX) AND EDGES (SCHIENE), TYP. NO EXPOSED TILE EDGES. B.REMOVABLE CABINETRY (DETAIL 8-A9.1) SHALL BE CONSTRUCTED TO BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE SINK, COUNTER, ETC. FLOOR FINISH SHALL EXTEND UNDER THE CABINETRY. THE WALLS BEHIND AND SURROUNDING THE REMOVABLE CABINETRY SHALL BE FINISHED. F21 APRON FRONT SINK (ADA BARRIER-FREE) KOHLER K-6536-4-0 ASSURE, OR EQUAL F22 APRON FRONT SINK KOHLER K-6489-0 WHITEHAVEN, OR EQUAL F23 CABINET APRON (DETAIL 9-A9.1) F24 SHELVING AND CLEATS QUARTZ COUNTERTOP ACCENT (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 FOLDING SHOWER SEATE 7 FRAMED SHOWER DOOR (MATTE BLACK) 4 SHOWER CURTAIN ROD INTERIOR ELEVATIONS: FINISHES OVERVIEW A7.0 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 3 BATHROOM/LAUNDRY FINISHES 2 LIVING/BEDROOM FINISHES 1 KITCHEN FINISHES SEE DRAWINGS AND SPECIFICATIONS FOR EXACT REQUIREMENTS SEE DRAWINGS AND SPECIFICATIONS FOR EXACT REQUIREMENTS SEE DRAWINGS AND SPECIFICATIONS FOR EXACT REQUIREMENTS Owner Furnished Contractor Installed 1/4" = 1'-0"5 KITCHEN 2'-0" DW (O.F.C.I.) 3'-0"2'-6" STOVE (O.F.C.I.) 1'-5"2'-0"2'-8" FRIDGE (O.F.C.I.) 3'-0" KNEE SPACE 2'-0" 2' - 3 " CL E A R 2'-0"3'-3"1'-9" 2' - 1 0 " 8" 3' - 6 " 2'-0"1'-0" 2' - 1 0 " 8" 3' - 6 " 1'-3" 5'-0" 2' - 1 0 " 4" 3'-0" 2' - 1 0 " 4" 2'-6" CLEAR 5'-0" CLEAR CO N T R O L E N D W A L L HE A D E N D W A L L 6' - 8 " UPPER LEVELS LEVEL 1 F3 F3 F3 F10 F9 F3 F4F4F4 F6 F8 F11 F5 F5 F1F1F1 F1 F1 F4 F4 F4 F4 1 A2 3 5 5 F4 1 A 4 F15 F17 F17 F15 2 3 66 B B F19 F19 F19 F16 F16 F14 F16 F1 F1 F1 F1 1/4" = 1'-0"6 KITCHEN 1/4" = 1'-0"7 KITCHEN ISLAND 1/4" = 1'-0"8 KITCHEN ISLAND 1/4" = 1'-0"9 MASTER BATH 1/4" = 1'-0"10 MASTER BATH 1/4" = 1'-0"11 MASTER BATH 1/4" = 1'-0"12 BATHROOM 1/4" = 1'-0"1 LIVING ROOM PATIO DOOR 1/4" = 1'-0"3 TYP. BYPASS CLOSET DOORS 1/4" = 1'-0"4 TYP. BEDROOM OR CLOSET DOORS 1/4" = 1'-0"2 BEDROOM WINDOW WALL F16 2' - 3 " CL E A R F18 3'-3"1'-9" 3' - 0 " 6" 3' - 6 " 2'-0"1'-0" 3' - 0 " 6" 3' - 6 " 5'-0" F16 F16 F18 2'-0" DW (O.F.C.I.) 3'-0"2'-6" STOVE (O.F.C.I.) 1'-5"2'-0"2'-8" FRIDGE (O.F.C.I.) 3'-0"2'-0" 3' - 0 " 2'-0" F16 F14 F1 F16 1'-3" 3' - 0 " 4" 2'-6" REMOVABLE CABINET 2 5 F4 1 F15 F17 F1 2' - 3 " CL E A R 3' - 0 " 2'-6"1'-5" 2'-0" CORNER 2'-6"1'-6"F1 3'-0"2'-8" 2'-0" CORNER F21 2'-8" FRIDGE (O.F.C.I.) 3'-0" REMOVABLE CABINET 2'-0" F16 2' - 3 " CL E A R F23 F23 F1F1 3'-0"2'-8" 2'-0" CORNER 2'-6"1'-5" 2'-0" CORNER 3'-0"2'-6"1'-6"3'-0"2'-8" 2'-0" CORNER F1 2'-0" DW (O.F.C.I.) 3'-0" REMOVABLE CABINET 2'-6" STOVE (O.F.C.I.) 1'-5"2'-0"2'-0" F16 F14 F21 F12'-6"1'-5" 2'-0" CORNER 3'-0"2'-6"1'-6" F21 F22 2' - 1 0 " 2' - 3 " CL E A R 2' - 1 0 " CO N T R O L E N D W A L L HE A D E N D W A L L F19 F19 F1 4 F4 1 3 F1 1'-3" 2' - 1 0 " 4" 2'-6" CLEAR REMOVABLE CABINET 5'-0" CLEAR 2 5 F4 1 AF15 F17 F1 F4 1 A 3 F1 F18 F18 3'-0" 3' - 0 " 4" F4 5 4 F17 F15 2 3 F19 F1 GENERAL NOTES 1.REFER TO SHEET A0.4 FOR ADA REQUIREMENTS AND FIXTURE HEIGHTS. 2.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 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.FIELD VERIFY MEASUREMENTS PRIOR TO CABINETRY FABRICATION. 7.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. PAINT SCHEDULE GYPSUM BOARD WALLS: SW 7014 EIDER WHITE GYPSUM BOARD CEILINGS: SW 7566 WESTHIGHLAND WHITE INTERIOR DOORS/TRIM/BASE: SW 7566 WESTHIGHLAND WHITE OUTSIDE FACE OF EXTERIOR DOORS:SW 6258 TRICORN BLACK 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. 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 HAND SHOWER WITH VERTICAL SLIDE BAR C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" FINISHES F1 F2 F3 F4 F5 F6 F7 F8 WALL TILE; HORIZONTAL STACKED. DALTILE 3x6 LARGO, WHITE LR94 F9 FINISHED AND PAINTED GYP. BOARD F10 F11 F12 F13 F14 SLIDING PATIO DOOR EXT GRADE DOOR, PAINTED DOOR TRIM/CASING, MDF, 4" NOMINAL HEAD & SILL, 3" NOMINAL CASING, BUTT JOINTS, PAINTED EXT GRADE DOOR WITH SIDELITE, PAINTED INTERIOR SWINGING DOOR, PAINTED (POCKET DOOR SIMILAR) INTERIOR BYPASS DOOR, PAINTED BASEBOARD; MDF, 4" NOMINAL, PAINTED HORIZONTAL LOUVER BLINDS PANEL TRACK BLINDS (TAN) SLIDING WINDOW LIGHT FIXTURE - SEE ELECTRICAL QUARTZ COUNTERTOP (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, CONCRETE GRAY NQ87 F15 QUARTZ COUNTERTOP & BACKSLASH (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 F16 SHAKER STYLE CABINETS (24" DEEP, KITCHEN) COLOR: BRIGHT WHITE F17 SHAKER STYLE CABINETS (21" DEEP, BATH) COLOR: LIGHT GREY F18 F19 TUB SURROUND, BUILDER GRADE (WHITE) F20 SHOWER SURROUND, BUILDER GRADE (WHITE) NOTES: A.PROVIDE ALUMINUM SCHLUTER AT TILE INSIDE CORNERS (DILEX) AND EDGES (SCHIENE), TYP. NO EXPOSED TILE EDGES. B.REMOVABLE CABINETRY (DETAIL 8-A9.1) SHALL BE CONSTRUCTED TO BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE SINK, COUNTER, ETC. FLOOR FINISH SHALL EXTEND UNDER THE CABINETRY. THE WALLS BEHIND AND SURROUNDING THE REMOVABLE CABINETRY SHALL BE FINISHED. F21 APRON FRONT SINK (ADA BARRIER-FREE) KOHLER K-6536-4-0 ASSURE, OR EQUAL F22 APRON FRONT SINK KOHLER K-6489-0 WHITEHAVEN, OR EQUAL F23 CABINET APRON (DETAIL 9-A9.1) F24 SHELVING AND CLEATS QUARTZ COUNTERTOP ACCENT (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 FOLDING SHOWER SEATE 7 FRAMED SHOWER DOOR (MATTE BLACK) 4 SHOWER CURTAIN ROD F23 SAME AS BELOWSAME AS BELOW SAME AS BELOW F21 F22 36"x36" 36"x36" 36"x36"36"x36" 36"x36" BLIND CABINET BLIND CABINET BLIND CABINET F4 F4 EL E V A T I O N S : T Y P E ' A ' U N I T S ( L E V E L 1 O F T H E F I R S T B U I L D I N G : H A W T H O R N ) EL E V A T I O N S : T Y P E ' B ' U N I T S (L E V E L 1 O F A L L O T H E R B U I L D I N G S ) EL E V A T I O N S : U P P E R L E V E L U N I T S 1'-5" 1'-5" F4 F4 2' - 1 0 " 2' - 3 " CL E A R 2' - 1 0 " 6' - 8 " F4 F6 F1 1/4" = 1'-0"2a BEDROOM WINDOW WALL F1 F1 CO N T R O L E N D W A L L HE A D E N D W A L L 6 B F19 F1 D 6 B F19 F4 2' - 0 " 3' - 0 " F2 3' - 0 " 1' - 1 0 " 3' - 0 " F2 2' - 0 " 3' - 0 " F2 3'-0" 5' - 1 0 " 2' - 0 " 2' - 0 " 2' - 0 " 5' - 1 0 " 5' - 1 0 " 2' - 0 " 2' - 0 " 2' - 0 " 4 4 F4 F1 F1 INTERIOR ELEVATIONS: 3 BED 2 BATH (UNIT 10) A7.1 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 GENERAL NOTES 1.REFER TO SHEET A0.4 FOR ADA REQUIREMENTS AND FIXTURE HEIGHTS. 2.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 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.FIELD VERIFY MEASUREMENTS PRIOR TO CABINETRY FABRICATION. 7.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. PAINT SCHEDULE GYPSUM BOARD WALLS: SW 7014 EIDER WHITE GYPSUM BOARD CEILINGS: SW 7566 WESTHIGHLAND WHITE INTERIOR DOORS/TRIM/BASE: SW 7566 WESTHIGHLAND WHITE OUTSIDE FACE OF EXTERIOR DOORS:SW 6258 TRICORN BLACK 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. 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 HAND SHOWER WITH VERTICAL SLIDE BAR C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" FINISHES F1 F2 F3 F4 F5 F6 F7 F8 WALL TILE; HORIZONTAL STACKED. DALTILE 3x6 LARGO, WHITE LR94 F9 FINISHED AND PAINTED GYP. BOARD F10 F11 F12 F13 F14 SLIDING PATIO DOOR EXT GRADE DOOR, PAINTED DOOR TRIM/CASING, MDF, 4" NOMINAL HEAD & SILL, 3" NOMINAL CASING, BUTT JOINTS, PAINTED EXT GRADE DOOR WITH SIDELITE, PAINTED INTERIOR SWINGING DOOR, PAINTED (POCKET DOOR SIMILAR) INTERIOR BYPASS DOOR, PAINTED BASEBOARD; MDF, 4" NOMINAL, PAINTED HORIZONTAL LOUVER BLINDS PANEL TRACK BLINDS (TAN) SLIDING WINDOW LIGHT FIXTURE - SEE ELECTRICAL QUARTZ COUNTERTOP (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, CONCRETE GRAY NQ87 F15 QUARTZ COUNTERTOP & BACKSLASH (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 F16 SHAKER STYLE CABINETS (24" DEEP, KITCHEN) COLOR: BRIGHT WHITE F17 SHAKER STYLE CABINETS (21" DEEP, BATH) COLOR: LIGHT GREY F18 F19 TUB SURROUND, BUILDER GRADE (WHITE) F20 SHOWER SURROUND, BUILDER GRADE (WHITE) NOTES: A.PROVIDE ALUMINUM SCHLUTER AT TILE INSIDE CORNERS (DILEX) AND EDGES (SCHIENE), TYP. NO EXPOSED TILE EDGES. B.REMOVABLE CABINETRY (DETAIL 8-A9.1) SHALL BE CONSTRUCTED TO BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE SINK, COUNTER, ETC. FLOOR FINISH SHALL EXTEND UNDER THE CABINETRY. THE WALLS BEHIND AND SURROUNDING THE REMOVABLE CABINETRY SHALL BE FINISHED. F21 APRON FRONT SINK (ADA BARRIER-FREE) KOHLER K-6536-4-0 ASSURE, OR EQUAL F22 APRON FRONT SINK KOHLER K-6489-0 WHITEHAVEN, OR EQUAL F23 CABINET APRON (DETAIL 9-A9.1) F24 SHELVING AND CLEATS QUARTZ COUNTERTOP ACCENT (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 FOLDING SHOWER SEATE 7 FRAMED SHOWER DOOR (MATTE BLACK) 4 SHOWER CURTAIN ROD F4 3 F9 F3 1'-9" 2' - 1 0 " F15 4" 2 F13F1 1'-0"2'-6" CLEAR 4'-8" CLEAR 2 5 F4 F15 F17 F1 F13 5'-0" CLEAR F4 1 A F1 A 1 2' - 1 0 " 4" 2' - 3 " CL E A R F23 1/4" = 1'-0"3 BATHROOM 1/4" = 1'-0"2 BATHROOM 1/4" = 1'-0"1 BATHROOM F1F1 1/4" = 1'-0"4 KITCHEN 2'-8" FRIDGE (O.F.C.I.) F1 2'-8" 1'-9"2'-0" 2' - 1 0 " F16 F14 F2 1'-9"2'-0" 2'-0" DW (O.F.C.I.) 2'-6" CLEAR KNEE SPACE 2'-6" STOVE (O.F.C.I.) 1'-5"2'-0" 2' - 3 " CL E A R F2 F16 F14 1/4" = 1'-0"5 KITCHEN F12'-6"1'-5" 2'-0" CORNER 2'-6"2'-0" F4F4 2' - 1 0 " 3'-0"6" 2' - 1 0 " 8" 3' - 6 " 2'-0"1'-0" 2' - 1 0 " 8" 3' - 6 " 4'-0" F16 1/4" = 1'-0"6 KITCHEN ISLAND F16 F18 F18 F23 F21 6" F21 F23 2' - 3 " CL E A R 2' - 1 0 " 1'-0"2'-6" CLEAR REMOVABLE CABINET 4'-8" CLEAR 2 5 F4 F15 F17 F1 F13 5'-0" CLEAR F4 1 A F1 A 1 2' - 1 0 " 4" 2' - 3 " CL E A R F1F1 2'-8" FRIDGE (O.F.C.I.) F1 2'-8" 1'-9"2'-0" F16 F14 F2 1'-9"2'-0" 2'-0" DW (O.F.C.I.) 2'-6" CLEAR REMOVABLE CABINET 2'-6" STOVE (O.F.C.I.) 1'-5"2'-0" 2' - 3 " CL E A R F2 F16 F14 F12'-6"1'-5" 2'-0" CORNER 2'-6"2'-0" F4 2' - 1 0 " 3'-0" REMOVABLE CABINET 6" 2' - 1 0 " 8" 3' - 6 " 2'-0"1'-0" 2' - 1 0 " 8" 3' - 6 " F16 F16 F18 F18 F23 F21 6" F21 2' - 3 " CL E A R 2' - 1 0 " F1 66 B B F19F19 F1 4 F4 1 F1 F1F1 F19F19 F1 4 F4 3 F9 F3 1'-9" 3' - 0 " F15 4" 2 F13F1 1'-0"2'-6" CLEAR REMOVABLE CABINET 2 5 F4 F15 F17 F1 F13 1 3' - 0 " 4" 2' - 3 " CL E A R 2' - 3 " CL E A R 2' - 3 " CL E A R F4 3 F9 F3 1'-9" 2' - 1 0 " F15 4" 2 F13F1 2' - 3 " CL E A R 2' - 3 " CL E A R 2' - 1 0 " 2' - 3 " CL E A R F4F4 F4 F4 F23 F23 F4 2'-8" FRIDGE (O.F.C.I.) F1 2'-8" 1'-9"2'-0" F16 F14 F2 1'-9"2'-0" 2'-0" DW (O.F.C.I.) 2'-6"2'-6" STOVE (O.F.C.I.) 1'-5"2'-0" F2 F16 F14 F12'-6"1'-5" 2'-0" CORNER 2'-6"2'-0" F43' - 0 " 3'-0"6" 3' - 0 " 6" 3' - 6 " 2'-0"1'-0" 2' - 1 0 " 8" 3' - 6 " F16 F16 F18 F18 F22 6" F22 3' - 0 " F4 36"x36" 36"x36" 36"x36" BLIND CABINET BLIND CABINET BLIND CABINET EL E V A T I O N S : T Y P E ' A ' U N I T S ( L E V E L 1 O F T H E F I R S T B U I L D I N G : H A W T H O R N ) EL E V A T I O N S : T Y P E ' B ' U N I T S (L E V E L 1 O F A L L O T H E R B U I L D I N G S ) EL E V A T I O N S : U P P E R L E V E L U N I T S 1'-5" 1'-5" 66 B B F19F19 4 D 1' - 1 0 " 3' - 0 " 2' - 0 " 3' - 0 " 2' - 0 " 3' - 0 " 5' - 1 0 " 2' - 0 " 5' - 1 0 " 2' - 0 " 6' - 4 " 2' - 0 " 2' - 0 " 1' - 6 " 2' - 0 " F1 F1 F1 INTERIOR ELEVATIONS: 1 BED 1 BATH 600 (UNIT 02) A7.2 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 GENERAL NOTES 1.REFER TO SHEET A0.4 FOR ADA REQUIREMENTS AND FIXTURE HEIGHTS. 2.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 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.FIELD VERIFY MEASUREMENTS PRIOR TO CABINETRY FABRICATION. 7.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. PAINT SCHEDULE GYPSUM BOARD WALLS: SW 7014 EIDER WHITE GYPSUM BOARD CEILINGS: SW 7566 WESTHIGHLAND WHITE INTERIOR DOORS/TRIM/BASE: SW 7566 WESTHIGHLAND WHITE OUTSIDE FACE OF EXTERIOR DOORS:SW 6258 TRICORN BLACK 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. 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 HAND SHOWER WITH VERTICAL SLIDE BAR C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" FINISHES F1 F2 F3 F4 F5 F6 F7 F8 WALL TILE; HORIZONTAL STACKED. DALTILE 3x6 LARGO, WHITE LR94 F9 FINISHED AND PAINTED GYP. BOARD F10 F11 F12 F13 F14 SLIDING PATIO DOOR EXT GRADE DOOR, PAINTED DOOR TRIM/CASING, MDF, 4" NOMINAL HEAD & SILL, 3" NOMINAL CASING, BUTT JOINTS, PAINTED EXT GRADE DOOR WITH SIDELITE, PAINTED INTERIOR SWINGING DOOR, PAINTED (POCKET DOOR SIMILAR) INTERIOR BYPASS DOOR, PAINTED BASEBOARD; MDF, 4" NOMINAL, PAINTED HORIZONTAL LOUVER BLINDS PANEL TRACK BLINDS (TAN) SLIDING WINDOW LIGHT FIXTURE - SEE ELECTRICAL QUARTZ COUNTERTOP (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, CONCRETE GRAY NQ87 F15 QUARTZ COUNTERTOP & BACKSLASH (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 F16 SHAKER STYLE CABINETS (24" DEEP, KITCHEN) COLOR: BRIGHT WHITE F17 SHAKER STYLE CABINETS (21" DEEP, BATH) COLOR: LIGHT GREY F18 F19 TUB SURROUND, BUILDER GRADE (WHITE) F20 SHOWER SURROUND, BUILDER GRADE (WHITE) NOTES: A.PROVIDE ALUMINUM SCHLUTER AT TILE INSIDE CORNERS (DILEX) AND EDGES (SCHIENE), TYP. NO EXPOSED TILE EDGES. B.REMOVABLE CABINETRY (DETAIL 8-A9.1) SHALL BE CONSTRUCTED TO BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE SINK, COUNTER, ETC. FLOOR FINISH SHALL EXTEND UNDER THE CABINETRY. THE WALLS BEHIND AND SURROUNDING THE REMOVABLE CABINETRY SHALL BE FINISHED. F21 APRON FRONT SINK (ADA BARRIER-FREE) KOHLER K-6536-4-0 ASSURE, OR EQUAL F22 APRON FRONT SINK KOHLER K-6489-0 WHITEHAVEN, OR EQUAL F23 CABINET APRON (DETAIL 9-A9.1) F24 SHELVING AND CLEATS QUARTZ COUNTERTOP ACCENT (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 FOLDING SHOWER SEATE 7 FRAMED SHOWER DOOR (MATTE BLACK) 4 SHOWER CURTAIN ROD 1/4" = 1'-0"1 BATHROOM F1F1 4 5'-0" CLEAR F4 1 A F1 F4 A 1 3 1'-6"2'-6" CLEAR 2 F17 F13 2' - 1 0 " 4" 2' - 3 " CL E A R F23 F4 4'-8" CLEAR F15 5 F9 F4 3 F1 F1 1'-2" 2' - 0 " 2' - 0 " 2' - 0 " F24F24 TYP.TYP.36"x48" 1/4" = 1'-0"2 BATHROOM 1/4" = 1'-0"3 BATHROOM 1/4" = 1'-0"4 BATHROOM SAME AS BELOW SAME AS BELOW F19 F1 F19 F1 5'-0" CLEAR F4 1 A F1 F4 A 1 3 1'-6"2'-6" CLEAR REMOVABLE CABINET 2 F17 F13 2' - 1 0 " 4" 2' - 3 " CL E A R F4 4'-8" CLEAR F15 5 F1 F24 TYP.36"x48"6 B 6 B F4 F4 B 4 F19 F1 F19 F4 1 F1 F4 1 3 1'-6"2'-6" 2 F17 F13 3' - 0 " 4" F4 F15 5 F1 F24 TYP.36"x48" F4 4 2'-0" CORNER 2'-8" FRIDGE (O.F.C.I.) 2' - 3 " CL E A R F23 F21 2' - 1 0 " 2'-6" STOVE (O.F.C.I.) 3"1'-6"2'-0" BLIND CABINET F2 2'-8"2'-6"1'-6"3" F4 F1 F4 2'-0" 2' - 3 " CL E A R F14 2'-0" CORNER 2' - 1 0 " 2'-0" DW (O.F.C.I.) 3'-0" F21 F23 2'-0" 2'-6" CLEAR KNEE SPACE F4 F4 2'-6" FACE PANEL 2' - 3 " CL E A R 2' - 1 0 " 1/4" = 1'-0"5 KITCHEN 1/4" = 1'-0"6 KITCHEN F1 F2 2'-0" CORNER 2'-8" FRIDGE (O.F.C.I.) 2' - 3 " CL E A R F23 F21 2' - 1 0 " 2'-6" STOVE (O.F.C.I.) 3"1'-6"2'-0" BLIND CABINET F2 2'-8"2'-6"1'-6"3" F4 F1 F4 2'-0" 2' - 3 " CL E A R F14 2'-0" CORNER 2' - 1 0 " 2'-0" DW (O.F.C.I.) 3'-0" REMOVABLE CABINET F21 2'-0" 2'-6" CLEAR REMOVABLE CABINET 2'-6" FACE PANEL 2' - 3 " CL E A R 2' - 1 0 " F1 F2 F16 2'-0" CORNER 2'-8" FRIDGE (O.F.C.I.) F22 3' - 0 " 2'-6" STOVE (O.F.C.I.) 3"1'-6"2'-0" BLIND CABINET F2 2'-8"2'-6"1'-6"3"F1 F4 2'-0" F14 2'-0" CORNER 3' - 0 " 2'-0" DW (O.F.C.I.) 3'-0" F22 3'-0"2'-0" 2'-6" 2'-6" FACE PANEL F1 F2 F16 F16 F16 F16 1'-9" 2' - 1 0 " 8" 3' - 6 " 2'-0"1'-0" 2' - 1 0 " 8" 3' - 6 " F16 1/4" = 1'-0"7 KITCHEN ISLAND F16 F18 F18 4 F1 4 F19 F19 F3 1'-9" 3' - 0 " 6" 3' - 6 " 2'-0"1'-0" 3' - 0 " 6" 3' - 6 " F16 F16 F18 F18 SAME AS BELOW EL E V A T I O N S : T Y P E ' A ' U N I T S ( L E V E L 1 O F T H E F I R S T B U I L D I N G : H A W T H O R N ) EL E V A T I O N S : T Y P E ' B ' U N I T S (L E V E L 1 O F A L L O T H E R B U I L D I N G S ) EL E V A T I O N S : U P P E R L E V E L U N I T S 2" 2" 2" 1'-5" 1'-5" F16 F19 F19 66 B B 4 B F19 D 1' - 1 0 " 3' - 0 " 2' - 0 " 3' - 0 " 2' - 0 " 3' - 0 " 5' - 1 0 " 2' - 0 " 5' - 1 0 " 2' - 0 " 5' - 1 0 " 2' - 0 " F1 F1F1 F1 INTERIOR ELEVATIONS: 2 BED 1 BATH (UNIT 04 & 06) A7.3 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 GENERAL NOTES 1.REFER TO SHEET A0.4 FOR ADA REQUIREMENTS AND FIXTURE HEIGHTS. 2.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 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.FIELD VERIFY MEASUREMENTS PRIOR TO CABINETRY FABRICATION. 7.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. PAINT SCHEDULE GYPSUM BOARD WALLS: SW 7014 EIDER WHITE GYPSUM BOARD CEILINGS: SW 7566 WESTHIGHLAND WHITE INTERIOR DOORS/TRIM/BASE: SW 7566 WESTHIGHLAND WHITE OUTSIDE FACE OF EXTERIOR DOORS:SW 6258 TRICORN BLACK 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. 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 HAND SHOWER WITH VERTICAL SLIDE BAR C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" FINISHES F1 F2 F3 F4 F5 F6 F7 F8 WALL TILE; HORIZONTAL STACKED. DALTILE 3x6 LARGO, WHITE LR94 F9 FINISHED AND PAINTED GYP. BOARD F10 F11 F12 F13 F14 SLIDING PATIO DOOR EXT GRADE DOOR, PAINTED DOOR TRIM/CASING, MDF, 4" NOMINAL HEAD & SILL, 3" NOMINAL CASING, BUTT JOINTS, PAINTED EXT GRADE DOOR WITH SIDELITE, PAINTED INTERIOR SWINGING DOOR, PAINTED (POCKET DOOR SIMILAR) INTERIOR BYPASS DOOR, PAINTED BASEBOARD; MDF, 4" NOMINAL, PAINTED HORIZONTAL LOUVER BLINDS PANEL TRACK BLINDS (TAN) SLIDING WINDOW LIGHT FIXTURE - SEE ELECTRICAL QUARTZ COUNTERTOP (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, CONCRETE GRAY NQ87 F15 QUARTZ COUNTERTOP & BACKSLASH (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 F16 SHAKER STYLE CABINETS (24" DEEP, KITCHEN) COLOR: BRIGHT WHITE F17 SHAKER STYLE CABINETS (21" DEEP, BATH) COLOR: LIGHT GREY F18 F19 TUB SURROUND, BUILDER GRADE (WHITE) F20 SHOWER SURROUND, BUILDER GRADE (WHITE) NOTES: A.PROVIDE ALUMINUM SCHLUTER AT TILE INSIDE CORNERS (DILEX) AND EDGES (SCHIENE), TYP. NO EXPOSED TILE EDGES. B.REMOVABLE CABINETRY (DETAIL 8-A9.1) SHALL BE CONSTRUCTED TO BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE SINK, COUNTER, ETC. FLOOR FINISH SHALL EXTEND UNDER THE CABINETRY. THE WALLS BEHIND AND SURROUNDING THE REMOVABLE CABINETRY SHALL BE FINISHED. F21 APRON FRONT SINK (ADA BARRIER-FREE) KOHLER K-6536-4-0 ASSURE, OR EQUAL F22 APRON FRONT SINK KOHLER K-6489-0 WHITEHAVEN, OR EQUAL F23 CABINET APRON (DETAIL 9-A9.1) F24 SHELVING AND CLEATS QUARTZ COUNTERTOP ACCENT (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 FOLDING SHOWER SEATE 7 FRAMED SHOWER DOOR (MATTE BLACK) 4 SHOWER CURTAIN ROD 1/4" = 1'-0"1 BATHROOM F1 5'-0" CLEAR F4 1 A F1 F4 A 1 3 1'-9"2'-6" CLEAR 2 F17 F13 2' - 1 0 " 4" 2' - 3 " CL E A R F23 F4 4'-8" CLEAR F15 5 F9 F4 3 F1 F1 1'-2" 2' - 0 " 2' - 0 " 2' - 0 " F24F24 TYP.TYP.36"x48" 1/4" = 1'-0"2 BATHROOM 1/4" = 1'-0"3 BATHROOM 1/4" = 1'-0"4 BATHROOM SAME AS BELOW SAME AS BELOW F19 F1 F19 F1 5'-0" CLEAR F4 1 A F1 F4 A 1 3 1'-9"2'-6" CLEAR REMOVABLE CABINET 2 F17 F13 2' - 1 0 " 4" 2' - 3 " CL E A R F4 4'-8" CLEAR F15 5 F1 F24 TYP.36"x48"6 B 6 B F4 F4 B 4 F19 F1 F19 F4 1 F1 F4 1 3 1'-9"2'-6" 2 F17 F13 3' - 0 " 4" F4 F15 5 F1 F24 TYP.36"x48" F4 4 4 F1 4 F19 F19 F3 F4 2'-0" CORNER 2'-8" FRIDGE (O.F.C.I.) 2' - 3 " CL E A R F23 F21 2' - 1 0 " 2'-6" STOVE (O.F.C.I.) 3"1'-6"2'-0" BLIND CABINET F2 2'-8"2'-6"1'-6"3" F4 F1 F4 2'-0" 2' - 3 " CL E A R F14 2'-0" CORNER 2' - 1 0 " 2'-0" DW (O.F.C.I.) 3'-0" F21 F23 2'-0" 2'-6" CLEAR KNEE SPACE F4 F4 2'-6" FACE PANEL 2' - 3 " CL E A R 2' - 1 0 " 1/4" = 1'-0"5 KITCHEN 1/4" = 1'-0"6 KITCHEN F1 F2 2'-0" CORNER 2'-8" FRIDGE (O.F.C.I.) 2' - 3 " CL E A R F23 F21 2' - 1 0 " 2'-6" STOVE (O.F.C.I.) 3"1'-6"2'-0" BLIND CABINET F2 2'-8"2'-6"1'-6"3" F4 F1 F4 2'-0" 2' - 3 " CL E A R F14 2' - 1 0 " 2'-0" DW (O.F.C.I.) 3'-0" REMOVABLE CABINET F21 2'-6" CLEAR REMOVABLE CABINET FACE PANEL 2' - 3 " CL E A R 2' - 1 0 " F1 F2 F16 2'-0" CORNER 2'-8" FRIDGE (O.F.C.I.) F22 3' - 0 " 2'-6" STOVE (O.F.C.I.) 3"1'-6"2'-0" BLIND CABINET F2 2'-8"2'-6"1'-6"3"F1 F4 2'-0" F14 3' - 0 " 2'-0" DW (O.F.C.I.) 3'-0" F22 2'-6" FACE PANEL F1 F2 F16 F16 F16 F16 1'-9" 2' - 1 0 " 8" 3' - 6 " 2'-0"1'-0" 2' - 1 0 " 8" 3' - 6 " F16 1/4" = 1'-0"7 KITCHEN ISLAND F16 F18 F18 1'-9" 3' - 0 " 6" 3' - 6 " 2'-0"1'-0" 3' - 0 " 6" 3' - 6 " F16 F16 F18 F18 SAME AS BELOW EL E V A T I O N S : T Y P E ' A ' U N I T S ( L E V E L 1 O F T H E F I R S T B U I L D I N G : H A W T H O R N ) EL E V A T I O N S : T Y P E ' B ' U N I T S (L E V E L 1 O F A L L O T H E R B U I L D I N G S ) EL E V A T I O N S : U P P E R L E V E L U N I T S 2" 2" 2" 1'-5" 1'-5" F16 F19 F19 F1 6 B 6 B B 4 4 F19 D 1' - 1 0 " 3' - 0 " 2' - 0 " 3' - 0 " 2' - 0 " 3' - 0 " 5' - 1 0 " 2' - 0 " 5' - 1 0 " 2' - 0 " 5' - 1 0 " 2' - 0 " 2'-0" CORNER 2'-0"2'-6" 2'-0" CORNER 2'-0"2'-6" F1 F1 F1 F1 INTERIOR ELEVATIONS: 1 BED 1 BATH 700 (UNIT 05 & 07) A7.4 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 GENERAL NOTES 1.REFER TO SHEET A0.4 FOR ADA REQUIREMENTS AND FIXTURE HEIGHTS. 2.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 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.FIELD VERIFY MEASUREMENTS PRIOR TO CABINETRY FABRICATION. 7.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. PAINT SCHEDULE GYPSUM BOARD WALLS: SW 7014 EIDER WHITE GYPSUM BOARD CEILINGS: SW 7566 WESTHIGHLAND WHITE INTERIOR DOORS/TRIM/BASE: SW 7566 WESTHIGHLAND WHITE OUTSIDE FACE OF EXTERIOR DOORS:SW 6258 TRICORN BLACK 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. 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 HAND SHOWER WITH VERTICAL SLIDE BAR C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" FINISHES F1 F2 F3 F4 F5 F6 F7 F8 WALL TILE; HORIZONTAL STACKED. DALTILE 3x6 LARGO, WHITE LR94 F9 FINISHED AND PAINTED GYP. BOARD F10 F11 F12 F13 F14 SLIDING PATIO DOOR EXT GRADE DOOR, PAINTED DOOR TRIM/CASING, MDF, 4" NOMINAL HEAD & SILL, 3" NOMINAL CASING, BUTT JOINTS, PAINTED EXT GRADE DOOR WITH SIDELITE, PAINTED INTERIOR SWINGING DOOR, PAINTED (POCKET DOOR SIMILAR) INTERIOR BYPASS DOOR, PAINTED BASEBOARD; MDF, 4" NOMINAL, PAINTED HORIZONTAL LOUVER BLINDS PANEL TRACK BLINDS (TAN) SLIDING WINDOW LIGHT FIXTURE - SEE ELECTRICAL QUARTZ COUNTERTOP (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, CONCRETE GRAY NQ87 F15 QUARTZ COUNTERTOP & BACKSLASH (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 F16 SHAKER STYLE CABINETS (24" DEEP, KITCHEN) COLOR: BRIGHT WHITE F17 SHAKER STYLE CABINETS (21" DEEP, BATH) COLOR: LIGHT GREY F18 F19 TUB SURROUND, BUILDER GRADE (WHITE) F20 SHOWER SURROUND, BUILDER GRADE (WHITE) NOTES: A.PROVIDE ALUMINUM SCHLUTER AT TILE INSIDE CORNERS (DILEX) AND EDGES (SCHIENE), TYP. NO EXPOSED TILE EDGES. B.REMOVABLE CABINETRY (DETAIL 8-A9.1) SHALL BE CONSTRUCTED TO BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE SINK, COUNTER, ETC. FLOOR FINISH SHALL EXTEND UNDER THE CABINETRY. THE WALLS BEHIND AND SURROUNDING THE REMOVABLE CABINETRY SHALL BE FINISHED. F21 APRON FRONT SINK (ADA BARRIER-FREE) KOHLER K-6536-4-0 ASSURE, OR EQUAL F22 APRON FRONT SINK KOHLER K-6489-0 WHITEHAVEN, OR EQUAL F23 CABINET APRON (DETAIL 9-A9.1) F24 SHELVING AND CLEATS QUARTZ COUNTERTOP ACCENT (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 FOLDING SHOWER SEATE 7 FRAMED SHOWER DOOR (MATTE BLACK) 4 SHOWER CURTAIN ROD EL E V A T I O N S : T Y P E ' A ' U N I T S ( L E V E L 1 O F T H E F I R S T B U I L D I N G : H A W T H O R N ) EL E V A T I O N S : T Y P E ' B ' U N I T S (L E V E L 1 O F A L L O T H E R B U I L D I N G S ) EL E V A T I O N S : U P P E R L E V E L U N I T S F9 F3 2'-0"2'-6" CLEAR 2 F17 F13 F23 F4 F15 5 F1 36"x48" F4 18" MIN. 2" 2' - 1 0 " 4" 2' - 3 " CL E A R 1'-9" 2' - 1 0 " F15 2 F13 2' - 3 " CL E A R F4 4" A 1 4'-8" CLEAR F4 3 5'-0" CLEAR 1 A 1/4" = 1'-0"1 BATHROOM 1/4" = 1'-0"2 BATHROOM 1/4" = 1'-0"3 BATHROOM 1/4" = 1'-0"4 BATHROOM 4 6 C 4 C E F20F20F20 F1F1 F1 F4 3'-0" CLEAR F9 F3 2'-0"2'-6" CLEAR REMOVABLE CABINET 2 F17 F13 F4 F15 5 F1 36"x48" 18" MIN. 2" 2' - 1 0 " 4" 2' - 3 " CL E A R 1'-9" 2' - 1 0 " F15 2 F13 2' - 3 " CL E A R F4 4" F23 A 1 4'-8" CLEAR F4 3 5'-0" CLEAR 1 A 4 6 C 4 C E F20F20F20 F1F1 F1 F4 3'-0" CLEAR 1'-9" 3' - 0 " F15 2 F13 4" F4 1 F4 3 1 7 F20F20F20 F1F1 F4 C C E E F1 F1F1 F1 F1 F1 F4 F23 F4 F9 F3 2'-0"2'-6" 2 F17 F13 F4 F15 5 F1 36"x48" 2" 3' - 0 " 4" 1'-5" 1'-5" 3'-0"2'-0" 2' - 3 " CL E A R F12'-0" F14 2' - 1 0 " F4 F9 18" MIN. 2'-0" CORNER 2'-0" 2' - 3 " CL E A R F21 2' - 1 0 " F4 1/4" = 1'-0"6 KITCHEN 1/4" = 1'-0"5 KITCHEN F23F4 2'-0" DW (O.F.C.I.) 2'-6" STOVE (O.F.C.I.) 2'-6" CLEAR KNEE SPACE F23 2'-8" FRIDGE (O.F.C.I.) 2'-8"2'-0"2'-6"2'-8" 2' - 3 " CL E A R 2' - 1 0 " F16 F16 3'-0" REMOVABLE CABINET 2'-0" 2' - 3 " CL E A R F12'-0" F14 2' - 1 0 " F4 F9 18" MIN. 2'-0" CORNER 2'-0" 2' - 3 " CL E A R F21 2' - 1 0 " F4 2'-0" DW (O.F.C.I.) 2'-6" STOVE (O.F.C.I.) 2'-6" CLEAR REMOVABLE CABINET F23 2'-8" FRIDGE (O.F.C.I.) 2'-8"2'-0"2'-6"2'-8" 2' - 3 " CL E A R 2' - 1 0 " F16 F16 F4 3'-0"2'-0" F12'-0" F14 3' - 0 " F9 2'-0" CORNER 2'-0" F22 3' - 0 " 2'-0" DW (O.F.C.I.) 2'-6" STOVE (O.F.C.I.) 2'-6"2'-8" FRIDGE (O.F.C.I.) 2'-8"2'-0"2'-6"2'-8" 3' - 0 " F16 F16 F22 F14 F14 F14 F21 F21F2F2 F2 F2 F2 F2 1' - 1 0 " 3' - 0 " 2' - 0 " 3' - 0 " 2' - 0 " 3' - 0 " 6 6 5' - 1 0 " 2' - 0 " 5' - 1 0 " 2' - 0 " 5' - 1 0 " 2' - 0 " F3 F3 F3 7 F1 7 3'-0" CLEAR 3'-0" CLEAR INTERIOR ELEVATIONS: STUDIO (UNIT 09) A7.5 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 GENERAL NOTES 1.REFER TO SHEET A0.4 FOR ADA REQUIREMENTS AND FIXTURE HEIGHTS. 2.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 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.FIELD VERIFY MEASUREMENTS PRIOR TO CABINETRY FABRICATION. 7.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. PAINT SCHEDULE GYPSUM BOARD WALLS: SW 7014 EIDER WHITE GYPSUM BOARD CEILINGS: SW 7566 WESTHIGHLAND WHITE INTERIOR DOORS/TRIM/BASE: SW 7566 WESTHIGHLAND WHITE OUTSIDE FACE OF EXTERIOR DOORS:SW 6258 TRICORN BLACK 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. 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 HAND SHOWER WITH VERTICAL SLIDE BAR C BATHTUB GRAB BARS: 12", 18", & (3) 24" B REMOVABLE IN-TUB SEATD SHOWER GRAB BARS: 12", 18", & 30" FINISHES F1 F2 F3 F4 F5 F6 F7 F8 WALL TILE; HORIZONTAL STACKED. DALTILE 3x6 LARGO, WHITE LR94 F9 FINISHED AND PAINTED GYP. BOARD F10 F11 F12 F13 F14 SLIDING PATIO DOOR EXT GRADE DOOR, PAINTED DOOR TRIM/CASING, MDF, 4" NOMINAL HEAD & SILL, 3" NOMINAL CASING, BUTT JOINTS, PAINTED EXT GRADE DOOR WITH SIDELITE, PAINTED INTERIOR SWINGING DOOR, PAINTED (POCKET DOOR SIMILAR) INTERIOR BYPASS DOOR, PAINTED BASEBOARD; MDF, 4" NOMINAL, PAINTED HORIZONTAL LOUVER BLINDS PANEL TRACK BLINDS (TAN) SLIDING WINDOW LIGHT FIXTURE - SEE ELECTRICAL QUARTZ COUNTERTOP (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, CONCRETE GRAY NQ87 F15 QUARTZ COUNTERTOP & BACKSLASH (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 F16 SHAKER STYLE CABINETS (24" DEEP, KITCHEN) COLOR: BRIGHT WHITE F17 SHAKER STYLE CABINETS (21" DEEP, BATH) COLOR: LIGHT GREY F18 F19 TUB SURROUND, BUILDER GRADE (WHITE) F20 SHOWER SURROUND, BUILDER GRADE (WHITE) NOTES: A.PROVIDE ALUMINUM SCHLUTER AT TILE INSIDE CORNERS (DILEX) AND EDGES (SCHIENE), TYP. NO EXPOSED TILE EDGES. B.REMOVABLE CABINETRY (DETAIL 8-A9.1) SHALL BE CONSTRUCTED TO BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE SINK, COUNTER, ETC. FLOOR FINISH SHALL EXTEND UNDER THE CABINETRY. THE WALLS BEHIND AND SURROUNDING THE REMOVABLE CABINETRY SHALL BE FINISHED. F21 APRON FRONT SINK (ADA BARRIER-FREE) KOHLER K-6536-4-0 ASSURE, OR EQUAL F22 APRON FRONT SINK KOHLER K-6489-0 WHITEHAVEN, OR EQUAL F23 CABINET APRON (DETAIL 9-A9.1) F24 SHELVING AND CLEATS QUARTZ COUNTERTOP ACCENT (3/4", 2CM); COLOR: DALTILE ONE QUARTZ, WHITE ICE NQ90 FOLDING SHOWER SEATE 7 FRAMED SHOWER DOOR (MATTE BLACK) 4 SHOWER CURTAIN ROD EL E V A T I O N S : T Y P E ' A ' U N I T S ( L E V E L 1 O F T H E F I R S T B U I L D I N G : H A W T H O R N ) EL E V A T I O N S : T Y P E ' B ' U N I T S (L E V E L 1 O F A L L O T H E R B U I L D I N G S ) EL E V A T I O N S : U P P E R L E V E L U N I T S F4 3 F24 TYP. F1 5'-0" CLEAR F4 1 A F1 F4 A 1 1'-0"2'-6" CLEAR 2 F17 F13 2' - 1 0 " 4" 2' - 3 " CL E A R F23 F4 4'-8" CLEAR F15 5 36"x72" F4 F1 2'-6" 1/4" = 1'-0"1 MASTER BATH 1/4" = 1'-0"2 MASTER BATH 1/4" = 1'-0"3 MASTER BATH 1/4" = 1'-0"4 BATH F1 F19 4 F19 1'-5"2'-9" 2' - 1 0 " 4" 5 F17 F15 2 36"x60" 2'-9" 1/4" = 1'-0"5 BATH 3 1/4" = 1'-0"6 BATH 1/4" = 1'-0"7 KITCHEN SAME AS BELOW SAME AS BELOW SAME AS BELOW SAME AS BELOW F4 3 F24 TYP. F1 5'-0" CLEAR F4 1 A F1 F4 A 1 1'-0"2'-6" CLEAR REMOVABLE CABINET 2 F17 F13 2' - 1 0 " 4" 2' - 3 " CL E A R F4 4'-8" CLEAR F15 5 36"x72" F1 2'-6"1'-5" 6 B B 4 F19F19 F4 3 F24 TYP. F1 5'-0" CLEAR F4 1 F1 F4 1 1'-0"2'-6" 2 F17 F13 3' - 0 " 4" 4'-8" CLEAR F15 5 36"x72" F1 2'-6"1'-5" 4 F19F19 F9 F3 18" MIN. 2' - 3 " CL E A R F21 2' - 1 0 " 2'-0" F2 F4 2'-8" FRIDGE (O.F.C.I.) 2'-8" F4 2'-6" STOVE (O.F.C.I.) 2'-6" CLEAR KNEE SPACE 2'-0" DW (O.F.C.I.) 3'-0" F21 F23F4 2'-0" 2' - 3 " CL E A R F14 2' - 1 0 " 2'-0"2'-6"2'-6"F12'-0" CORNERF1 F4 F4 F4 F9 F3 18" MIN. 2' - 3 " CL E A R F21 2' - 1 0 " 2'-0" F2 F4 2'-8" FRIDGE (O.F.C.I.) 2'-8" F4 2'-6" STOVE (O.F.C.I.) 2'-6" CLEAR REMOVABLE CABINET 2'-0" DW (O.F.C.I.) 3'-0" REMOVABLE CABINET F21 2'-0" 2' - 3 " CL E A R F14 2' - 1 0 " 2'-6"2'-6"F12'-0" CORNERF1 F4 F9 F3 F22 3' - 0 " 2'-0" F2 2'-8" FRIDGE (O.F.C.I.) 2'-8" F4 2'-6" STOVE (O.F.C.I.) 2'-6"2'-0" DW (O.F.C.I.) 3'-0" F22 2'-0" F14 3' - 0 " 2'-6"2'-6"F12'-0" CORNERF1 2'-0" 2'-0" 2'-0" F16 F16 F16 F16 F16 F16 F14 F14 F14 F2 F2 F2 6 B 4 F19F19 B D 1' - 1 0 " 3' - 0 " 2' - 0 " 3' - 0 " 2' - 0 " 3' - 0 " 5' - 1 0 " 2' - 0 " 5' - 1 0 " 2' - 0 " 5' - 1 0 " 2' - 0 " 2'-0" 2'-0" INTERIOR ELEVATIONS: 3 BED 2 BATH (UNIT 10) A7.6 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 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 #6 - INSTALL WINDOW PER MFR'S INSTRUCTIONS #8 - INSTALL HEAD FLASHING OVER WINDOW FLANGE AND EXTENDING BEYOND OUTER EDGE OF JAMB FLASHINGS #5 - INSTALL SEALANT AROUND HEAD & JAMB #2 - CUT OPENING AND WRAP WEATHER BARRIER INTO OPENING #7 - INSTALL JAMB FLASHINGS EXTENDING 1" ABOVE WINDOW HEAD FLANGE AND BELOW BOTTOM EDGE OF SILL FLASHING #9 FLIP DOWN UPPER FLAP AND TAPE SEAM AT WINDOW HEAD. TAPE ENTIRE LENGTH OF DIAGONAL SEAMS OF WEATHER BARRIER #3 - CUT WEATHER BARRIER AT HEAD AND FOLD FLAP UP #4 - INSTALL SILL FLASHING AT SILL AND UP JAMBS 6" MINIMUM #1 - INSTALL WEATHER BARRIER IN SHINGLE FASHION 1 SCALE: NONE WINDOW FLASHING DETAIL 2 SCALE: 3" = 1'-0" WINDOW HEAD DETAIL - SIDING 3 SCALE: 3" = 1'-0" WINDOW JAMB DETAIL - SIDING 4 SCALE: 3" = 1'-0" WINDOW SILL DETAIL - SIDING VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION HEADER - SEE STRUCT. PREFINISHED FLASHING WINDOW FLASHING - SEE 1-A8.1 CONT. SEALANT WINDOW MFR'S DRIP FLASHING CONT. CORNER BEAD, TYP. 3/4"x7-1/4" SIDING TRIM 2x2 SIDING TRIM VAPOR RETARDER PAINTED 1/2" GYP. BD. VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION JAMB - SEE STRUCT. WINDOW - SEE SCHEDULE WINDOW FLASHING - SEE 1-A8.1 CONT. CORNER BEAD, TYP. 3/4"x3-1/2" SIDING TRIM VAPOR RETARDER PAINTED 1/2" GYP. BD. CONT. BACKER ROD & SEALANT CONT. SEALANT VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION WINDOW FLASHING - SEE 1-A8.1 CONT. SEALANT CONT. CORNER BEAD, TYP. VAPOR RETARDER PAINTED 1/2" GYP. BD. 3/4"x7-1/4" SIDING TRIM 2x2 SIDING TRIM CONT. BACKER ROD & SEALANT CONT. SEALANT WINDOW - SEE SCHEDULE WINDOW - SEE SCHEDULE 5 SCALE: 3" = 1'-0" WINDOW HEAD DETAIL - STONE 6 SCALE: 3" = 1'-0" WINDOW JAMB DETAIL - STONE 7 SCALE: 3" = 1'-0" WINDOW SILL DETAIL - STONE MFR'D STONE VENEER (2) LAYERS OF WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION HEADER - SEE STRUCT. WINDOW FLASHING - SEE 1-A8.1 CONT. SEALANT WINDOW MFR'S DRIP FLASHING CONT. CORNER BEAD, TYP. MFR'D STONE VENEER LINTEL VAPOR RETARDER PAINTED 1/2" GYP. BD. MFR'D STONE VENEER (2) LAYERS OF WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION JAMB - SEE STRUCT. WINDOW FLASHING - SEE 1-A8.1 WINDOW - SEE SCHEDULE CONT. CORNER BEAD, TYP. VAPOR RETARDER PAINTED 1/2" GYP. BD. CONT. BACKER ROD & SEALANT MFR'D STONE VENEER (2) LAYERS OF WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION WINDOW FLASHING - SEE 1-A8.1 CONT. SEALANT CONT. CORNER BEAD, TYP. VAPOR RETARDER PAINTED 1/2" GYP. BD. CONT. BACKER ROD & SEALANT CONT. SEALANT WINDOW - SEE SCHEDULE WINDOW - SEE SCHEDULE MORTAR SETTING BED SCRATCH COAT METAL LATH MORTAR SETTING BED SCRATCH COAT METAL LATH MORTAR SETTING BED SCRATCH COAT METAL LATH 10 SCALE: 3" = 1'-0" FOUNDATION WALL BASE DETAIL - STONE MFR'D STONE VENEER (2) LAYERS OF WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION PROVIDE CLOSED-CELL FOAM BETWEEN P.T. SILL PLATE AND T.O. FDN WALL VAPOR RETARDER PAINTED 1/2" GYP. BD. FOUNDATION WEEP SCREED MORTAR SETTING BED SCRATCH COAT METAL LATH UNDER SLAB VAPOR BARRIER FINISHED GRADE - SEE CIVIL BASE AND FLOORING AS SCHEDULED 9 SCALE: 3" = 1'-0" HORIZONTAL TRANSITION DETAIL - STONE MFR'D STONE VENEER (2) LAYERS OF WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. BATT INSULATION VAPOR RETARDER MORTAR SETTING BED SCRATCH COAT METAL LATH PAINTED 1/2" GYP. BD. VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER PREFINISHED FLASHING IN BED OF SEALANT. PROVIDE END DAM AT FLASHING TERMINATION PREFINISHED FLASHING 3/4"x11-1/4" SIDING TRIM 2x6 STUD WALL - SEE STRUCT. EX T E N D WE A T H E R BA R R I E R 6 " M I N . AB O V E F L A S H I N G 15 SCALE: 3" = 1'-0" CORNER DETAILS - SIDING 13 SCALE: 3" = 1'-0" CORNER DETAIL - STONE VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER (LAP AROUND CORNER 12" MIN.) EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION (2) 3/4"x3-1/2" SIDING TRIM CONT. SEALANT, TYPICAL (2) 3/4"x3-1/2" SIDING TRIM CONT. SEALANT, TYPICAL 8 SCALE: 1/2" = 1'-0" EXT. WINDOW ELEVATION - SIDING12SCALE: 1/2" = 1'-0" EXT. WINDOW ELEVATION - MFR'D STONE MFR'D STONE VENEER (INTERWEAVE CORNER) (2) LAYERS OF WEATHER BARRIER (LAP AROUND CORNER 12" MIN.) EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION MORTAR SETTING BED SCRATCH COAT METAL LATH (WRAP AROUND CORNER AND LAP AT NEXT FRAMING MEMBER) 14 SCALE: 3" = 1'-0" CORNER DETAIL - STONE MFR'D STONE VENEER (ALTERNATE SHORT END RETURNS ABOVE AND BELOW AT CORNER) (2) LAYERS OF WEATHER BARRIER (LAP AROUND CORNER 12" MIN.) EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION MORTAR SETTING BED SCRATCH COAT METAL LATH (WRAP AROUND CORNER AND LAP AT NEXT FRAMING MEMBER) 1/2" FIBER BOARD, TYP. MFR'D STONE VENEER (2) LAYERS OF WEATHER BARRIER, LAP WITH SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT., PROVIDE BLOCKING AT LATH EDGE BATT INSULATION MORTAR SETTING BED SCRATCH COAT METAL LATH 11 SCALE: 3" = 1'-0" VERTICAL TRANSITION DETAIL - STONE LAP FLASHING 6" MIN.CONT. BACKER ROD & SEALANT 3/4"x3-1/2" SIDING TRIM PAINTED 1/2" GYP. BD. OVER VAPOR RETARDER 4" 12 " 4" 12 " 2-1/2"x2-1/2"x1/4" STEEL ANGLE LINTEL, PAINTED BLACK 16 SCALE: NONE STONE VENEER AT WOOD FRAMING SYSTEM NOTE: ALWAYS CONSULT MFG. FOR INSTALLATION FOR PRODUCT SPECIFIC APPLICATION WEATHER BARRIER 17 SCALE: NONE LAP SIDING AT WOOD FRAMING SYSTEM 18 SCALE: 1-1/2" = 1'-0" PLATFORM FRAMING DETAIL - SIDING 19 SCALE: 1-1/2" = 1'-0" PLATFORM FRAMING DETAIL - STONE DOUBLE PLATE, TYPICAL DOUBLE PLATE, TYPICAL VERITCAL (BOARD & BATTEN) OR HORIZONTAL LAP SIDING - SEE EXTERIOR ELEVATIONS HEAD FLASHING, TYPICAL 2x2 SIDING TRIM 3/4"x7-1/4" SIDING TRIM 3/4"x3-1/2" SIDING TRIM WINDOW - SEE SHEDULE 2x2 SIDING TRIM 3/4"x7-1/4" SIDING TRIM 11 2" 11 2" 11 2" DASHED LINE SHOWS WINDOW FLASHING - SEE DETAIL 1-A8.1 MFR'D STONE VENEER WINDOW (SLIDING PATIO DOOR SIMILAR) - SEE SHEDULE DASHED LINE SHOWS WINDOW FLASHING - SEE DETAIL 1-A8.1 5" MFR'D STONE VENEER OR PRE-CAST CONCRETE LINTEL (7-1/4" HIGH) A8.1 7 A8.1 6 A8.1 5 A8.1 4 A8.1 3 A8.1 2 EXTERIOR GRADE SHEATHING. SEE STRUCTURAL FOR NAILING REQ. EXTERIOR FINISH. SEE BUILDING ELEVATIONS. WEATHER BARRIER OVER ENTIRE EXTERIOR SHEATHING. 2X STUD WALL @ 16" O.C. WITH BATT. INSULATION 2X BOTTOM PLATE RIM JOIST @ ENTIRE PERIMETER JOIST BLOCKING BETWEEN EVERY JOIST. DOUBLE 2x TOP PLATE 1/2" GYPSUM BOARD. FINISHED & PAINTED. FLOOR JOIST. SEE STRUCTURAL FRAMING PLANS. 3/4" T&G SUB-FLOOR. SEE STRUCTURAL FOR NAILING REQ. BATT. INSULATION. R-VALUE PER ENERGY REPORT CONTINUOUS WALL BATT. AT PERIMETER EXTERIOR GRADE SHEATHING. SEE STRUCTURAL FOR NAILING REQ. (2) LAYERS OF WEATHER BARRIER OVER ENTIRE EXTERIOR SHEATHING. 2X STUD WALL @ 16" O.C. WITH BATT. INSULATION DOUBLE 2X BOTTOM PLATE VAPOR RETARDER AT ENTIRE PERIMETER WALL AT INTERIOR FACE OF STUDS BASE BOARD TRIM AS SELECTED. RIM JOIST @ ENTIRE PERIMETER FLOOR FINISH AS SELECTED. JOIST BLOCKING BETWEEN EVERY JOIST. DOUBLE 2x TOP PLATE GYPSUM BOARD. FINISHED & PAINTED. FLOOR JOIST. SEE STRUCTURAL FRAMING PLANS. T&G SUB-FLOOR. SEE STRUCTURAL FOR THICKNESS & NAILING REQ. VAPOR BARRIER @ ENTIRE PERIMETER WALL. EXTEND UP TO DECK ABOVE AND SEAL ALONG FLOOR FRAMING JOISTS. BATT. INSULATION. R-VALUE PER ENERGY REPORT CONTINUOUS WALL BATT. AT PERIMETER STONE VENEER, REFER TO DETAIL 16 ON THIS SHEET FOR APPLICATION 1-1/2" CONC. TOPPING TREATED OR REDWOOD PLATE WEATHER BARRIER IN LIEU OF TREATED/ RDWD PLATE VAPOR RETARDER AT ENTIRE PERIMETER WALL AT INTERIOR FACE OF STUDS BASE BOARD TRIM AS SELECTED. FLOOR FINISH AS SELECTED. 1-1/2" CONC. TOPPING VAPOR BARRIER @ ENTIRE PERIMETER WALL. EXTEND UP TO DECK ABOVE AND SEAL ALONG FLOOR FRAMING JOISTS. EXTERIOR DETAILS A8.1 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 ALLOW 4" UNADHERED FLAP TO CREATE POSITIVE OVERLAP WITH BUILDING SHEATHING PAPER (M.B.) EXTEND 'DURADEK' MEMBRANE MIN. 6" IN ALL DIRECTIONS FROM FACE OF DECK NOTE: SHEATHING PAPER (M.B.) TO OVERLAP PVC MEMBRANE 2" MIN. CREATING A POSITIVE OVERLAP. 6" 6" 4" NOTE: COORDINATE DETAIL WITH MFG. DETAIL AND INSTALLATION INSTRUCTIONS, TYPICAL. SHEATHING PAPER (MB): OVERLAP MEMBRANE MIN. 2" 'DURADEK' MEMBRANE FULLY ADHERED: EXTENDED 6" MIN. UP WALL WALL SHEATHING 'L' TRIM C/W BUTYL TAPE &COLOR MATCHED SCREWS INSIDE EDGE FLASHING CLADDING: MIN. 2" CLEARANCE FROM DECK SURFACE 2% SLOPE PRE-FINISHED METAL FLASHING WITH DRIP STUD WALL, REFER TO WALL SECTIONS AND DETAILS INSIDE UNIT DECK SIDE NOTE: COORDINATE DETAIL WITH MFG. DETAIL AND INSTALLATION INSTRUCTIONS, TYPICAL. GENERAL NOTES: WHEN FASTENING THROUGH 'DURADEK' MEMBRANE DRILL PILOT HOLE & FILL WITH APPROVED POLYURETHANE CAULK. FASTEN RAILING TO SOLID WOOD BLOCKING. FOLLOW RAILING MFG./SUPPLIER INSTALLATION INSTRUCTIONS. POST 'DURADEK' MEMBRANE SYSTEM POST- SURFACE MOUNTED NOTE: COORDINATE DETAIL WITH MFG. DETAIL AND INSTALLATION INSTRUCTIONS, TYPICAL. POST OR COLUMN ALTERNATIVE FASTENING METHOD: TOP OF COLLAR SEATED IN CONTINUOUS SEALANT BEAD 'DURADEK' MEMBRANE FULLY ADHERED URETHANE CAULKING (CONTINUOUS) MINI 'L' TRIM C/W BUTYL TAPE & FASTENER 'DURADEK' MEMBRANE COLLAR TO 2"-6" ABOVE DECK HEAT WELD COLLAR TO DECK MEMBRANE NOTE: COORDINATE DETAIL WITH MFG. DETAIL AND INSTALLATION INSTRUCTIONS, TYPICAL. 1 SCALE: 3" = 1'-0" DECK MEMBRANE @ SIDE WALL 3 SCALE: 3" = 1'-0" DECK MEMBRANE @ WALL INTERSECTION 4 SCALE: 6" = 1'-0" DECK MEMBRANE SQUARE PERIMETER 5 SCALE: 3" = 1'-0" DECK MEMBRANE @ BALLUSTER 6 SCALE: 3" = 1'-0" DECK MEMBRANE @ COLUMN 2 SCALE: 1-1/2" = 1'-0" THRESHOLD AT BALCONY 8" 6" VENT OR FLUE PIPE SHINGLES TO BE CUT BACK 1" SO THAT MOISTURE CAN NOT BECOME TRAPPED AND RUN ALONG TOP EDGE OF SHINGLES CONT. SEALANT 3/8" HEM AROUND OUTER EDGE OF FLANGE FLANGE TO EXTEND 6" FROM FLASHING BASE 30 YEAR COMPOSITE ASPHALT SHINGLES VENT OR FLUE PIPE SEALANT AT PERIMETER STAINLESS STEEL CLAMPING RING PREFINISHED RAIN COLLAR 30 YEAR COMPOSITE ASPHALT SHINGLES OVERBEND TO PROVIDE FRICTION FIT GALVANIZED METAL FLASHING, PRIME AND PAINT TO MATCH SHINGLE COLOR, SET FLANGE IN PLASTIC FLASHING CEMENT AND MECHANICALLY FASTEN 4" O.C. STAGGERED SHINGLES TO BE CUT BACK 1" SO THAT MOISTURE CAN NOT BECOME TRAPPED AND RUN ALONG TOP EDGE OF SHINGLES PRIMARY UNDERLAYMENT FULLY CEMENTED ICE & WATER SHIELD 3/8" HEM AROUND OUTER EDGE OF FLANGE NOTE: NO EXPOSED FASTENERS 7 SCALE: 3" = 1'-0" EXTERIOR DOOR HEAD DETAIL - STONE 8 SCALE: 3" = 1'-0" EXTERIOR DOOR JAMB DETAIL - STONE 11 SCALE: 3" = 1'-0" EXTERIOR DOOR HEAD DETAIL - SIDING 12 SCALE: 3" = 1'-0" EXTERIOR DOOR JAMB DETAIL - SIDING 10 SCALE: NONE PIPE JACK DETAIL (ISOMETRIC VIEW) 9 SCALE: 3" = 1'-0" PIPE SECTION DETAIL AT ROOF VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION HEADER - SEE STRUCT. PREFINISHED FLASHING FLASHING - SEE 1-A8.1, SIMILAR CONT. SEALANT PRE-FINISHED METAL FLASHING CONT. CORNER BEAD, TYP. 3/4"x7-1/4" SIDING TRIM 2x2 SIDING TRIM VAPOR RETARDER PAINTED 1/2" GYP. BD. EXT GRADE DOOR W/ WEATHER SEAL- SEE SCHED MFR'D STONE VENEER (2) LAYERS OF WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION HEADER - SEE STRUCT. FLASHING - SEE 1-A8.1, SIMILAR CONT. SEALANT PRE-FINISHED METAL FLASHING CONT. CORNER BEAD, TYP. MFR'D STONE VENEER LINTEL VAPOR RETARDER PAINTED 1/2" GYP. BD. EXT. GRADE DOOR W/ WEATHER SEAL- SEE SCHED MORTAR SETTING BED SCRATCH COAT METAL LATH 2-1/2"x2-1/2"x1/4" STEEL ANGLE LINTEL, PAINTED BLACK 1 4 " BRICK MOULDING AT EXT DOOR FRAME VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION FLASHING - SEE 1-A8.1, SIMILAR CONT. SEALANT CONT. CORNER BEAD, TYP. 3/4"x3-1/2" SIDING TRIM VAPOR RETARDER PAINTED 1/2" GYP. BD. EXT GRADE DOOR W/ WEATHER SEAL- SEE SCHED MFR'D STONE VENEER (2) LAYERS OF WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION FLASHING - SEE 1-A8.1, SIMILAR CONT. SEALANT CONT. CORNER BEAD, TYP. VAPOR RETARDER PAINTED 1/2" GYP. BD. EXT. GRADE DOOR W/ WEATHER SEAL- SEE SCHED MORTAR SETTING BED SCRATCH COAT METAL LATH BRICK MOULDING AT EXT DOOR FRAME CONT. SEALANT JAMB - SEE STRUCT. CONT. BACKER ROD & SEALANT JAMB - SEE STRUCT. CONT. BACKER ROD & SEALANT 15 SCALE: 1-1/2" = 1'-0" RAKE EAVE FRAMING DETAIL - STONE17SCALE: 1-1/2" = 1'-0" RAKE EAVE FRAMING DETAIL - SIDING 14 SCALE: 1-1/2" = 1'-0" EAVE FRAMING DETAIL - STONE16SCALE: 1-1/2" = 1'-0" EAVE FRAMING DETAIL - SIDING 13 SCALE: NONE GENERAL 30 YEAR COMPOSITE ASPHALT SHINGLE ROOFING DETAIL NOTE: NO EXPOSED FASTENERS NOTE: COORDINATE DETAIL WITH MFG. DETAIL AND INSTALLATION INSTRUCTIONS, TYPICAL. PRE-FINISHED FASCIA TRIM C/W CLIP 2% SLOPE PVC COATED METAL FLASHING: ALLOW 1/8" GAP BETWEEN PANELS. HOT AIR WELD 1-1/2" WIDE PVC MEMBRANE COVER STRIP AT PVC METAL GAP 'DURADEK' MEMBRANE HEAT WELDED TO PVC COATED METAL FLASHING. MOISTURE BARRIER LAPPED OVER METAL FLASHING. EXTERIOR GRADE SHEATHING. EXTERIOR FINISH. SEE BUILDING ELEVATIONS FLOOR FINISH PER PLAN SOLID BLOCKING BETWEEN EVERY JOIST. DOUBLE TOP PLATE FLOOR JOIST. SEE STRUCTURAL FRAMING PLANS. T&G SUB-FLOOR. SEE STRUCTURAL FOR THICKNESS & NAILING REQ. BATT. INSULATION. R-VALUE PER ENERGY REPORT BLOCKING FOR BALCONY SLOPE DOOR THRESHOLD DOOR. SEE SCHEDULE SLOPE MIN. 1/4" PER FT. FIRE RATED GYP. BOARD. FINISHED & PAINTED. REFER TO UL ASSEMBLY BATT. INSULATION. R-VALUE PER ENERGY REPORT VAPOR BARRIER TREATED OR REDWOOD 2x SILL PLATE PRE-FINISHED METAL SOFFIT. DURADEK MEMBRANE, INSTALLED PER MFG. INSTRUCTIONS 1-1/2" CONC. TOPPING FIRE SAFING (MINERAL WOOL INSULATION) EXTERIOR GRADE SHEATHING. SEE STRUCTURAL FOR NAILING REQ. VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER 2X STUD WALL @ 16" O.C. WITH BATT. INSULATION DOUBLE 2x TOP PLATE 1/2" GYPSUM BOARD. FINISHED & PAINTED. VAPOR RETARDER @ ENTIRE PERIMETER WALL BATT. CEILING INSULATION 1/2" GYPSUM BOARD. FINISHED & PAINTED. 21" 2x PRE-FABRICATED BUILDER'S TRUSS. SEE ROOF FRAMING PLAN. (2) LAYERS 15# ROOF FELT. LAPPED PER MFG. REQ. ICE & WATER SHIELD, EXTEND UP EAVE 2'-0" PAST INSIDE WALL PRE-FINISHED METAL DRIP EDGE 30 YEAR COMPOSITE ASPHALT SHINGLES ROOF SHEATHING. SEE STRUCTURAL SCHEDULE FOR TYPE AND NAILING REQ. VINYL FASCIA OVER 2x6 FASCIA BOARD PRE-FINISHED VENTED METAL SOFFIT 24" BAFFLE ATTACHED TO UNDERSIDE OF TOP CHORD TRUSS TO HOLD OFF BATT. AIR FLO W AI R F L O W CONTINUOUS, SEAMLESS ALUMINUM GUTTER HURRICANE CLIP, TYPICAL AT EACH TRUSS 2x PRE-FABRICATED BUILDER'S TRUSS. SEE ROOF FRAMING PLAN. (2) LAYERS 15# ROOF FELT. LAPPED PER MFG. REQ. EXTERIOR GRADE SHEATHING. SEE STRUCTURAL FOR NAILING REQ. VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER 2X STUD WALL @ 16" O.C. WITH BATT. INSULATION 21" PRE-FINISHED METAL DRIP EDGE VINYL FASCIA OVER 2x6 FASCIA BOARD PRE-FINISHED VENTED METAL SOFFIT DOUBLE 2x TOP PLATE VAPOR RETARDER @ ENTIRE PERIMETER WALL 1/2" GYPSUM BOARD. FINISHED & PAINTED. COMPOSITE SHINGLES. SEE ROOF PLAN ROOF SHEATHING. SEE STRUCTURAL. ICE & WATER SHIELD 4'-0" UP EAVE. 2x OUTRIGGER/ 2X NAILER CEILING INSULATION , REFER TO ENERGY REPORT FOR R-VALUE EXTERIOR GRADE SHEATHING. SEE STRUCTURAL FOR NAILING REQ. MOISTURE BARRIER TYVEK OR APPROVED EQUAL. 2X STUD WALL @ 16" O.C. WITH BATT. INSULATION DOUBLE 2x TOP PLATE 1/2" GYPSUM BOARD. FINISHED & PAINTED. VAPOR RETARDER @ ENTIRE PERIMETER WALL BATT. CEILING INSULATION 1/2" GYPSUM BOARD. FINISHED & PAINTED. 21" U.N.O. 2x PRE-FABRICATED BUILDER'S TRUSS. SEE ROOF FRAMING PLAN. (2) LAYERS 15# ROOF FELT. LAPPED PER MFG. REQ. ICE & WATER SHIELD, EXTEND UP EAVE 2'-0" PAST INSIDE WALL PRE-FINISHED METAL DRIP EDGE 30 YEAR COMPOSITE ASPHALT SHINGLES ROOF SHEATHING. SEE STRUCTURAL SCHEDULE FOR TYPE AND NAILING REQ. PRE-FINISHED VENTED METAL SOFFIT 24" BAFFLE ATTACHED TO UNDERSIDE OF TOP CHORD TRUSS TO HOLD OFF BATT. 2" BAFFLE LIP AIR FLO W AI R F L O W CONTINUOUS, SEAMLESS ALUMINUM GUTTER HURRICANE CLIP, TYPICAL AT EACH TRUSS STONE VENEER, REFER TO DETAIL 1 ON THIS SHEET FOR APPLICATION 2x PRE-FABRICATED BUILDER'S TRUSS. SEE ROOF FRAMING PLAN. (2) LAYERS 15# ROOF FELT. LAPPED PER MFG. REQ. EXTERIOR GRADE SHEATHING. SEE STRUCTURAL FOR NAILING REQ. (2) LAYERS OF WEATHER BARRIER 2X STUD WALL @ 16" O.C. WITH BATT. INSULATION 21" U.N.O. PRE-FINISHED METAL DRIP EDGE VINYL FASCIA OVER 2x6 FASCIA BOARD PRE-FINISHED VENTED METAL SOFFIT DOUBLE 2x TOP PLATE VAPOR RETARDER @ ENTIRE PERIMETER WALL CEILING INSULATION , REFER TO ENERGY REPORT FOR R-VALUE 1/2" GYPSUM BOARD. FINISHED & PAINTED. COMPOSITE SHINGLES. SEE ROOF PLAN ROOF SHEATHING. SEE STRUCTURAL. ICE & WATER SHIELD 4'-0" UP EAVE. 2x OUTRIGGER/ 2X NAILER STONE VENEER, REFER TO DETAIL 1 ON THIS SHEET FOR APPLICATION 2" BAFFLE LIP 5 1 2 " 4"2"4"2" VINYL FASCIA OVER 2x6 FASCIA BOARD 5 1 2 " PROFILE 8'-4" WIDE STRIP OF ICE & WATER SHIELD (3 STRIPS) APPLIED OVER SHEATHING IN VALLEYS, RIDGES, HIPS, ETC. 36" WIDE 30# ROOF FELT UNDER METAL VALLEY 12" WIDE STRIP OF ICE & WATER SHIELD OVER NAILED EDGES FULL BED OF SEALANT AT VALLEY METAL OVERLAP 1" "V" CRIMP PRIMARY UNDERLAYMENT ROOFING MATERIAL STARTER COURSE FULL BED OF SEALANT (TYPICAL) 12" STRIP OF ICE & WATER SHIELD ICE & WATER SHIELD METAL SPLASH DIVERTER PRIMARY UNDERLAYMENT EXTEND BOTH UNDERLAYMENTS UP WALL FULL BED OF SEALANT, TYP. ROOFING MATERIAL STARTER COURSE METAL DRIP EDGE FLASHING OVER STEPPED FLASHING WALL BEYOND NOTE: CONTRACTOR TO PROVIDED AND INSTALL ICE AND WATER SHIELD MATERIAL ON ROOF SHEATHING 24" WIDE VALLEY METAL 10'-0" LENGTHS (SEE PROFILE) - COLOR CLAD TO MATCH FASCIA COLOR METAL VALLEY 12" 1" 12"12" 8" 3" MIN. 6 " 1 2 " 1" ICE & WATER SHIELD EXTERIOR DETAILS A8.2 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 1 SCALE: 1" = 1'-0" METAL BUILDING SIGNAGE 2 SCALE: 3" = 1'-0" APARTMENT UNIT SIGNAGE 3 SCALE: 3" = 1'-0" BIKE STORAGE SIGNAGE BLDG NAME 1026" 1 2 " 6" 1 2 " 5 8 " 1" 2" 102 RAISED NUMERALS AND LETTERING IN CONTRASTING COLOR TO FACE PLATE, TYP. BRAILLE IN SAME COLOR AS FACE PLATE NOTE: COORDINATE BUILDING NAME AND UNIT NUMBERING WITH PLANS AND OWNER 4 SCALE: 3" = 1'-0" BREEZEWAY MECHANICAL ROOM SIGNAGE 1 3 8 " STORAGE 6" 1 2 " 5 8 " 1" 1 2 " 6" 2" RAISED NUMERALS AND LETTERING IN CONTRASTING COLOR TO FACE PLATE, TYP. BRAILLE IN SAME COLOR AS FACE PLATE NOTE: COORDINATE UNIT NUMBERING WITH PLANS AND OWNER 1 3 8 " M1023" 1 2 " 6" 1 2 " 1" RAISED NUMERALS AND LETTERING IN CONTRASTING COLOR TO FACE PLATE, TYP. BRAILLE IN SAME COLOR AS FACE PLATE NOTE: COORDINATE UNIT NUMBERING WITH PLANS AND OWNER 1" 5 SCALE: 3" = 1'-0" FOUNDATION WALL BASE DETAIL - SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION PROVIDE CLOSED-CELL FOAM BETWEEN P.T. SILL PLATE AND T.O. FDN WALL VAPOR RETARDER PAINTED 1/2" GYP. BD. UNDER SLAB VAPOR BARRIER FINISHED GRADE - SEE CIVIL 1" - 2 " PE R MF R BASE AND FLOORING AS SCHEDULED 1/2" FIBER BOARD, TYP. VERITCAL OR HORIZONTAL SIDING PRE-FINISHED METAL FLASHING ACOUSTICAL SEALANT, TYPICAL 6 SCALE: 3" = 1'-0" FIRE RISER ROOM SIGNAGE 3" 1 2 " 6" 1 2 " 5 8 " RAISED NUMERALS AND LETTERING IN CONTRASTING COLOR TO FACE PLATE, TYP. BRAILLE IN SAME COLOR AS FACE PLATE 1 3 8 " FIRE RISER 7 SCALE: 3" = 1'-0" ELECTRICAL ROOM SIGNAGE 3" 1 2 " 6" 1 2 " 5 8 " RAISED NUMERALS AND LETTERING IN CONTRASTING COLOR TO FACE PLATE, TYP. BRAILLE IN SAME COLOR AS FACE PLATE 1 3 8 " ELECTRICAL BLDG NAME FLAT CUT METAL LETTERING (BUILDING NAME) COORDINATE WITH OVERALL SITE PLAN FOR SPECIFIC NAME FINISH: MATTE BLACK FLAT CUT METAL LETTERING (BREEZEWAY IDENTIFICATION) FINISH: MATTE BLACK 6" 1' - 0 " LE T T E R I N G 6" 6" MIN. 6" MIN. 10'-0" (COORDINATE WIDTH WITH SIGN MFR) 2' - 0 " BA VERITCAL SIDING BOARD 1' - 0 " LE T T E R I N G 9'-0" MAXIMUM LETTERING WIDTH (VERIFY WITH SIGN MFR) 1"x3-1/2" SIDING TRIM BUILDING NAMES: ·HAWTHORN ·HEMLOCK ·MAPLEWOOD ·BIRCHWOOD ·ALDERWOOD ·PONDEROSA ·LINDEN ·HICKORY HEAD FLASHING, TYPICAL EXTERIOR DETAILS A8.3 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 3 SCALE: 1-1/2" = 1'-0" 1 HR FIXTURE COVER FOR UL L500 SYSTEM 2 SCALE: 1-1/2" = 1'-0" 1 HR FLOOR/CEILING UL L589 SOLID BLOCKING BETWEEN EVERY JOIST. FLOOR JOIST. SEE STRUCTURAL FRAMING PLANS. SUB-FLOOR 3-1/2" BATT. INSULATION (2) LAYERS 5/8" TYPE 'X' FIRE RATED GYP. BOARD. ATTACH BASE LAYER OF GYP. BOARD. TO RESILIENT CHANNELS WITH 1" LONG TYPE 'S' SCREWS @ 8" O.C. ALONG BUTT JOINTS AND 16" O.C. IN FIELD OF THE PANEL. ATTACH FACE LAYER OF GYP. BOARD. TO RESILIENT CHANNELS WITH 1-5/8" LONG TYPE 'S' SCREWS @ 8" O.C. AND 1-1/2" TYPE 'G' SCREWS SPACED 8" O.C. AT THE BUTT JOINTS LOCATED MID-SPAN BETWEEN RESILIENT CHANNELS. 1-1/4" THICK, 2000 PSI GYSPUM UNDERLAYMENT TOPPING FINISH PER PLAN 15/16" RESILIENT CHANNELS @ 16" O.C. (25 GA. GALV. STEEL) FIRE RATED FIXTURE COVER, TENMAT FF109-300 OR ARCH. APPROVED EQUAL. FIXTURE PER PLAN/SCHEDULE RA T E D F L O O R / C E I L I N G AS S E M B L Y RE F E R T O U L A S S E M B L Y DE T A I L COORDINATE WITH PRODUCT MFG. INSTALLATION INSTRUCTIONS 1 SCALE: NONE 1-HR FIRE PARTITION WALL (PARTY WALL) 6 SCALE: 1-1/2" = 1'-0" FIRE PARTITION WALL AT EXT WALL (PLAN) WEATHER BARRIER(S) - SEE ELEVATIONS EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION (2) 1" SHAFT LINER PANELS 2x4 STUD WALL (STAGGER STUDS) - SEE STRUCT SHEATHING - SEE STRUCT. MINERAL WOOL SOUND BATT INSULATION PAINTED 1/2" GYP BD UNIT EXTERIOR UNIT 1/4" SOUND MAT WITH PERIMETER ISOLATION STRIP AT ALL VERTICAL SURFACES 1 1 2 " STC RATING: 61 MINIMUM IIC RATING: 52 MINIMUM (VARIES PER FLOOR COVERING) 7 SCALE: 1-1/2" = 1'-0" FIRE PARTITION WALL INTERSECTION (PLAN) (2) 1" SHAFT LINER PANELS 2x4 STUD WALL (STAGGER STUDS) - SEE STRUCT SHEATHING - SEE STRUCT. MINERAL WOOL SOUND BATT INSULATION PAINTED 1/2" GYP BD UNIT UNIT UNIT UNIT 4 SCALE: 1-1/2" = 1'-0" FURR-DOWN SOFFIT AT RATED CEILING 5 SCALE: 1-1/2" = 1'-0" FURR-DOWN SOFFIT AT NON-RATED CEILING EXTERIOR FINISH AS PER ELEVATIONS RA T E D F L O O R / C E I L I N G AS S E M B L Y RE F E R T O U L A S S E M B L Y DE T A I L 2x4 STUD @ 16" O.C. (SECURELY FASTENED TO FLOOR FRAMING) PAINTED 1/2" GYP BD DUCTWORK - SEE MECHANICAL 8 SCALE: 1-1/2" = 1'-0" REMOVABLE CABINET DETAIL 9 SCALE: 1-1/2" = 1'-0" CABINET APRON DETAIL REMOVABLE CABINET FRONT AND BOTTOM (DETAIL 10-A9.1) CABINET APRON TO BE INSTALLED AT SINK LOCATIONS (DETAIL 9-A9.1) KNEE SPACE: 30" MINIMUM CLEAR WIDTH 27" MINIMUM CLEAR HEIGHT PROVIDE FINISHED ENDS ON ADJACENT CABINETS SINK (WHERE OCCURS) EXTEND FLOOR FINISH AND BASE UNDER REMOVABLE CABINETRY FINISH WALLS BEHIND AND SURROUNDING THE CABINETRY SCHEDULED COUNTERTOP (AND BACKSPLASH WHERE OCCURS) 10 SCALE: 1-1/2" = 1'-0" REMOVABLE CABINET SECTION 2x4 STUD @ 16" O.C. (SECURELY FASTENED TO FLOOR FRAMING) PAINTED 1/2" GYP BD DUCTWORK - SEE MECHANICAL ROOF FRAMING PROVIDE 2x BLOCKING BETWEEN TRUSSES ROOF INSULATION VAPOR RETARDER PAINTED GYP BD 11 SCALE: 1-1/2" = 1'-0" FIRE PARTITION WALL AT EXT WALL (PLAN) UNIT UNIT WEATHER BARRIER(S) - SEE ELEVATIONS EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION EXTERIOR FINISH AS PER ELEVATIONS (2) 1" SHAFT LINER PANELS 2x4 STUD WALL (STAGGER STUDS) - SEE STRUCT SHEATHING - SEE STRUCT. MINERAL WOOL SOUND BATT INSULATION PAINTED 1/2" GYP BD VAPOR RETARDER, TYPICAL VAPOR RETARDER, TYPICAL EXTERIOR 1/2" GYP. BOARD, REFER TO FINISH SCHEDULE FOR TYPE AND FINISH. SOUND BATT. INSULATION 2x4 STUD FRAMING @ 16" O.C. 3/4" MIN. AIR SPACE (2) LAYERS 1" SHAFT LINER 2" C-RUNNER NOTE: PROVIDE THERMAFIBER FIRE INSULATION BLOCKING AT EACH FLOOR LEVEL. NOTE: REFER TO WALL SECTION FOR COMPLETE WALL ASSEMBLY ALUMINUM BURN CLIP AT 24" O.C. AT EACH FLOOR 7" 2' - 3 " M I N I M U M CL E A R A N C E REMOVABLE CABINET FRONT AND BOTTOM 2' - 1 0 " M A X I M U M H E I G H T SQUARE EDGE COUNTERTOP AS SCHEDULED FRENCH CLEAT SUPPORT, HIGH AND LOW (PROVIDE SUPPORT AT SIDE WALLS) SINK (WHERE OCCURS) BACKSPLASH (WHERE OCCURS) BASE CABINET DEPTH AS SCHEDULED CABINET APRON AT SINK LOCATIONS (DETAIL 9-A9.1) EXTEND FLOOR FINISH AND BASE UNDER REMOVABLE CABINETRY FINISH WALLS BEHIND AND SURROUNDING THE CABINETRY 7" 9" 6"11" 8" 2' - 3 " M I N I M U M CL E A R A N C E 2' - 1 0 " M A X I M U M H E I G H T SQUARE EDGE COUNTERTOP AS SCHEDULED FRENCH CLEAT SUPPORT, HIGH AND LOW (PROVIDE SUPPORT AT SIDE WALLS) 1' - 5 1 4 " SINK (WHERE OCCURS) BACKSPLASH (WHERE OCCURS) BASE CABINET DEPTH AS SCHEDULED CABINET APRON, SHAKER STYLE EXTEND FLOOR FINISH AND BASE UNDER REMOVABLE CABINETRY FINISH WALLS BEHIND AND SURROUNDING THE CABINETRY REQUIRED KNEE AND TOE CLEARANCE (ICC A117.1 306) CABINET FRONT INTERIOR DETAILS A9.1 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 FIRE RATED DETAILS A9.2 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 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 PERMIT DOCUMENTS June 27, 2018 18006-1 STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3-STORY BUILDING LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO JUNE 27, 2018 UL System No. F-C-1059 SECTION A-A 1. Floor-Ceiling Assembly — The 1 or 2 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The F, FH Rating of the firestop system is equal to the rating of the floor-ceiling and wall assemblies. The T, FT and FTH Rating of the firestop system is 0 hr for 1 hr rated floor ceiling assembly and 1/2 hr for 2 hr rated floor ceiling assembly. The general construction features of the floor-ceiling assembly are summarized below: A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of opening shall be 7-5/8 in. (194 mm). B. Wood Joists* — Nom 10 in (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. Max diam of opening shall be 7-5/8 in. (194 mm). D. Furring Channels — (Not Shown) (As required) Resilient galvanized steel furring installed in accordance with the manner specified in the individual L500 Series Designs in the Fire Resistance Directory. 1.1 Chase Wall — (Not Shown, Optional)—The through penetrants (Item 2) may be routed through a 1 or 2 hr fire-rated single, double or staggered wood stud/gypsum wallboard chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features : A.Studs — Nom 2 by 8 in. (51 by 203 mm) lumber or double nom 2 by 6 in. (51 by 152 mm) lumber studs. B.Sole Plate — Nom 2 by 8 in. (51 by 203 mm) lumber or parallel 2 by 6 in. (51 by 152 mm) lumber plates, tightly butted. Max diam of opening shall be 7-5/8 in. (194 mm). C.Top Plate — The double top plate shall consist of two nom 2 by 8 in. (51 by 203 mm) lumber plates or two sets of nom 2 by 6 in. (51 by 152 mm) lumber plates tightly butted. Max diam of opening is 7-5/8 in. (194 mm). D.Gypsum Board* — Thickness, type, number or layers and fasteners shall be as specified in individual Wall and Partition Designs. 2.Through Penetrants — One metallic tubing, pipe or conduit to be installed concentrically or eccentrically within the firestop system. Annular space between pipe or conduit and edge of opening to be min 1/4 in. (6 mm) and max 3/4 in. (19 mm). Pipe, tubing or conduit to be rigidly supported on both sides of floor-ceiling assembly. The following types and sizes of metallic pipes, tubing or conduit may be used: A.Steel Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe. B.Iron Pipe — Nom 6 in. (152 mm) diam (or smaller) cast or ductile pipe. C.Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or nom 6 in. diam (or smaller) steel conduit. D.Steel Flexible Metal Conduit + — Nom 2 in. (51 mm) diam (or smaller) steel flexible metal conduit. See Flexible Metal Conduit (DXUZ) category in the Electrical Construction Materials Directory for names of manufacturers. 3.Fill, Void or Cavity Material*—Sealant — Min 5/8 in. (16 mm) or 1-1/4 in. (32 mm) thickness of sealant applied within annular space, flush with the bottom surface of gypsum wallboard or lower top plate for 1 and 2 hr floors respectively. Min. 3/4 in. (19 mm) thickness of sealant applied within annular space, flush with top surface of floor or sole plate. HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant +Bearing the UL Listing Mark. *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. A A 3 1A 3 2 1B 1C ANSI/UL1479 (ASTM E814) F Rating — 1 and 2 Hr T Rating — 1 and 2 Hr L Rating At Ambient — Less Than 1 CFM/sq ft L Rating At 400 F — 4 CFM/sq ft W Rating — Class 1 (See Item 4) UL System No. F-C-1134 1. Floor-Ceiling Assembly — The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of the floor-ceiling assembly are summarized below: A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of opening shall be 5 in. (127 mm). B. Wood Joists* — Nom 2 by 10 in. (51 by 254 mm) deep (or deeper) lumber joists spaced 16 in. (406 mm) OC with nom 1 by 3 in. (25 by 76 mm) lumber bridging and with ends firestopped or steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Furring Channels — (Not Shown) - Resilient galv steel furring channels installed perpendicular to wood joists (Item 1B) as required in the individual Floor-Ceiling Design. D. Gypsum Board* — Nom 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. 2.Closet Flange — Cast iron closet stub sized to accommodate drain pipe. Closet flange installed over drain piping (Item 3) within floor opening with flange secured to plywood floor with steel screws. Annular space between closet flange and periphery of opening shall be 1/4 in. (6 mm). 3.Drain Piping — Nom 4 in. (102 mm) diam Schedule 40 cast iron drain pipe and 90 degree elbow for use in vented (drain, waste or vent) piping systems. Pipe and elbow reliably supported above ceiling. 4.Fill, Void or Cavity Materials* — Sealant — Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with the bottom surface of floor. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 606 Flexible Firestop Sealant, FS-ONE Sealant or FS-ONE MAX Intumescent Sealant 5.Water Closet — (Not Shown) — Floor mounted vitreous china water closet. *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1 4 2 3 ANSI/UL1479 (ASTM E814) F Rating — 1 Hr T Rating — 0 Hr UL System No. F-C-1106 1. Floor-Ceiling Assembly — The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of the floor-ceiling assembly are summarized below: A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of opening shall be 5 in. (127 mm). B. Wood Joists* — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Gypsum Board* — Min 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Gypsum board secured to wood joists or furring channels as specified in the individual Floor-Ceiling Design. Max diam of opening shall be 5 in. (127 mm). 1A. Chase Wall — (Optional, Not Shown) — The through penetrants (Item 2) may be routed through a fire rated or non-rated single, double or staggered wood stud/gypsum board chase wall. Depth of chase wall stud cavity to be min 1/2 in. greater than diameter of opening cut in sole and top plates to accommodate the through penetrant (Item 2). The chase wall shall be constructed to include the following construction features: A. Studs — Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm), 2 by 8 in. (51 by 203 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate — Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) lumber plates or double nom 2 by 4 in. (51 by 102 mm) lumber plates tightly butted together. Circular opening to be centered in sole plate. Sole plate to be min 1 in. (25mm) wider than diam of opening. Max diam of opening in sole plate is 5 in. (140 mm). C. Top Plate — The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) lumber plates or double nom 2 by 4 in. (51 by 102 mm) lumber plates tightly butted together. Circular opening to be centered in top plate. Top plate to be min 1 in. (25mm) wider than diam of opening. Max diam of opening in top plate is 5-1/2 in. (140 mm). D. Gypsum Board* — One layer of min 1/2 in. (13 mm) gypsum board. 2.Through Penetrants — One metallic pipe, conduit or tubing, to be installed concentrically or eccentrically within the opening. The diam of the opening shall be 1 in. larger than the nom diam of the penetrant. The annular space between the pipe, conduit or tubing and the periphery of opening shall be min 0 in. (point contact) to max 7/8 in. . (22 mm). Pipe, conduit or to be rigidly supported on both sides of floor-ceiling assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A.Copper Tube — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tube. B. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. C.Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. D.Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. E.Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or steel conduit. 3.Fill, Void or Cavity Materials*-Sealant — Min 3/4 in. (19 mm) thickness of sealant applied within the annulus flush with the top surface of the floor or sole plate and min 5/8 in. (16 mm) thickness of sealant applied within the annulus flush with the bottom surface of gypsum board or lower top plate. A min 1/2 in. (13 mm) diameter bead of sealant applied at the penetrant/subflooring or sole plate interface and the penetrant/gypsum board or top plate interface at point contact locations. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 606 Flexible Firestop Sealant, FS-One Sealant or FS-ONE MAX Intumescent Sealant *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1 2 3 33 ANSI/UL1479 (ASTM E814) F Rating — 1 Hr T Rating — 1/4 Hr UL System No. F-C-1142 SECTION A-A A System tested with a pressure differential of 2.5 Pa between the exposed and the unexposed surfaces with the higher pressure on the exposed side. 1. Floor-Ceiling Assembly — The 1 hr fire-rated wood joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Designs in the UL Fire Resistance Directory, as summarized below: A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. B. Wood Joists — Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Gypsum Board* — Nom 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Gypsum board secured to joists as specified in the individual Floor-Ceiling Design. Max diam of opening is 2 in. (51 mm). 1.1 Chase Wall — (Optional, not Shown) — The through penetrants (Item No. 2) may be routed through a fire-rated single, double or staggered wood stud/gypsum wall board chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Nom 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate — Nom 2 by 6 in. (51 by 152 mm) or parallel nom 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Max diam of opening is 2 in. (51 mm). C. Top Plate — The double top plate shall consist of two nom 2 by 6 in. (51 by 152 mm) or two sets of parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Max diam of opening is 2 in. (51 mm). D. Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 2.Through Penetrants — One metallic pipe installed within floor cavity and penetrating floor assembly on ceiling side only. Penetrant to be installed concentrically or eccentrically within the firestop system. The annular space between the penetrant and the periphery of the opening in the gypsum board shall be min 0 in. (point contact) to max 7/8 in. (22 mm). Pipe to be rigidly supported on ceiling side of floor-ceiling assembly. The following types and sizes of metallic pipes may be used: A.Steel Pipe — Nom 1 in. (25 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. B.Iron Pipe — Nom 1 in. (25 mm) diam (or smaller) cast or ductile iron pipe. C.Conduit — Nom 1 in. (25 mm) diam (or smaller) steel conduit or steel electrical metallic tubing. D.Copper Tubing — Nom 1 in. (25 mm) diam (or smaller) Type L (or heavier) copper tubing. E.Copper Pipe — Nom 1 in. (25 mm) diam (or smaller) Regular (or heavier) copper pipe. 3.Firestop System — The firestop system shall consist of the following: A.Fill, Void or Cavity Material* - Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with bottom surface of ceiling or lower top plate. At point contact location, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the penetrant/gypsum board interface. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant. *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. A 1A 1B 2 1C 3 2 3 ANSI/UL1479 (ASTM E814) F Rating — 1 Hr T Rating — 1 Hr UL System No. F-C-1168 SECTION A-A 1. Floor-Ceiling Assembly — The 1 or 2 hr fire-rated solid or trussed lumber joist Floor-Ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory, as summarized below: A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Opening may be round, rectangular or irregular with a max diam or dimension of 1 in. (25 mm). B. Joists — Nom 10 in. (254 mm) deep (or deeper) lumber and steel joist, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Gypsum Board* — Nom 4 ft (122 cm) wide by 5/8 in. (16 mm) thick. Gypsum board direct-attached to joists or screw-attached to furring channels as specified in the individual Floor-Ceiling Design. Opening may be round, rectangular or irregular with a max diam or dimension of 1 in. (25 mm). The F, FT, FH and FTH Rating of the firestop system is equal to the rating of the floor-ceiling assembly. 2.Chase Wall — (Optional. Not Shown) — The through penetrants (Item 3) may be routed through a fire-rated or non-rated single, double or staggered wood stud/gypsum board chase wall constructed of the materials and Partition design in the UL Fire Resistance Directory and shall include the following construction features: A.Studs — Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) lumber studs. B.Sole Plate — Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) lumber plates. Opening to be centered in sole plate. Opening may be round, rectangular or irregular with a max diam or dimension of 1 in. (25 mm). C.Top Plate — The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) lumber. Opening to be centered in top plate. Opening may be round, rectangular or irregular with a max diam or dimension of 1 in. (25 mm). D.Gypsum Board* — Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 3.Through Penetrant — Max one metallic pipe, tubing or conduit installed either concentrically or eccentrically within the firestop system. The annular space between penetrant and periphery of the opening shall be min 0 in. (point contact). Pipe or tubing to be rigidly supported on both sides of floor-ceiling assembly. The following types and sizes of pipes, tubing or conduit may be used: A.Steel Pipe — Nom 3/4 in. (19 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. B.Iron Pipe — Nom 3/4 in. (19 mm) diam (or smaller) cast or ductile iron pipe. C.Copper Tubing — Nom 1/2 in. (13 mm) diam (or smaller) Type L and Type K (or heavier) copper tubing. D.Copper Pipe — Nom 1/2 in. (13 mm) diam (or smaller) Regular (or heavier) copper pipe. E.Conduit — Nom 3/4 in. (19 mm) diam (or smaller) rigid or flexible steel conduit. F.Conduit — Nom 3/4 in. (19 mm) diam (or smaller) electrical metallic tubing (EMT). 4.Fill, Void or Cavity Material* — Nom 60 mm diam by 3 mm thick putty disc with one seam at radius. Paper-backer of disc to be removed and disc firmly pressed around the penetrant lapping nom 5 mm onto penetrant to completely cover opening and firmly pressed to lap onto the floor and ceiling (or plates) around periphery of opening. Disc seam to be firmly pressed and sealed tight, Disc to be installed at both sides of opening in floor-ceiling assembly. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-D 1" Firestop Cable Disc *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. A A ANSI/UL1479 (ASTM E814) F Ratings — 1 and 2 Hr (See Item 1) T Ratings — 1 and 2 Hr (See Item 1) L Rating at Ambient — Less than 1 CFM/Opening L Rating at 400 F — Less than 1 CFM/Opening 1A 1B 3 4 4 1C 3 4 1 or 2 Hr Gypsum Wall Assembly (2 Hr Shown) Power Cable 1/8" thick CP617 or CFS-P PA Firestop Putty Pad Wood Stud or Steel Stud (Not Shown) UL Listed Non-Metallic Outlet Box (Refer to UL listing) Or UL Listed Metallic Outlet Box (Refer to UL listing) Wall Opening Protective Materials (CLIV, CLIV7) UL System No. W-L-1054 SECTION A-A A A 1A 3 2 1B ANSI/UL1479 (ASTM E814) F Ratings —1 and 2 Hr (See Items 1 and 3) T Rating — 0 Hr L Rating at Ambient — Less Than 1 CFM/sq ft L Rating at 400 F — Less Than 1 CFM/sq ft 1. Wall Assembly — The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. (102 to 152 mm) wider and 4 to 6 in. (102 to 152 mm) higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. (51 to 76 mm) clearance is present between the penetrating item and the framing on all four sides. B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. (819 mm) for steel stud walls. Max diam of opening is 14-1/2 in. (368 mm) for wood stud walls. The F and FH Ratings of the firestop system are equal to the fire rating of the wall assembly. 2.Through-Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. (57 mm). Pipe may be installed with continuous point contact. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A.Steel Pipe — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B.Iron Pipe — Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe. C.Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or 6 in. (152 mm) . diam steel conduit. D.Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. E.Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) regular (or heavier) copper pipe. 3.Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. UL System No. W-L-2244 SECTION A-A 1. Wall Assembly — The 1 and 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC. B. Gypsum Board* — The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Series Design in the UL Fire Resistance Directory. Max diam of opening is 3 in. (76 mm). The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant — One nonmetallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe and periphery of opening shall be min of 0 in. (point contact) to a max 5/8 in. .(16 mm). Pipe to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) cellular or solid core Schedule 40 (or heavier) pipe for use in closed (process or supply) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) — Nom 2 in. (51 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems. 3. Fill, Void or Cavity Material* - Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall. At point contact location, a min 1/2 in. (13 mm) diam bead of fill material shall be applied to the wall/penetrant interface on both surfaces of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. A F Ratings -- 1 and 2 Hr (See Item 1) T Ratings -- 1 and 2 Hr (See Item 1) L Rating at Ambient - Less Than 1 CFM/sq ft L Rating at 400 F - 2 CFM/sq ft A 2 3 1 u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH GENERAL STRUCTURAL NOTES June 27, 2018 PERMIT SET S101 18029 1. Changes to these contract drawings may be made only by an authorized representative of the engineer or architect. The architect or engineer shall not be held responsible or liable for any claims arising directly or indirectly from changes made without written authorization by an authorized representative. 2. Omissions or conflicts between the contract drawings and/or specifications shall be brought to the attention of the architect/engineer before proceeding with any work involved. In case of conflict, follow the most stringent requirement as directed by the architect/engineer at no additional cost to the owner. 3. The contractor shall be responsible for means, methods, techniques, sequences, and procedures in order to comply with the contract drawings and specifications. The contractor shall provide adequate shoring and bracing as required for the chosen method of erection. Shoring and bracing shall remain in place until final connections for the permanent members are completed. The building shall not be considered stable until all connections are completed. Walls shall not be considered self-supporting and shall be braced until the floor/roof system is completed. 4. The contractor shall coordinate with all trades any items that are to be integrated into the structural system such as openings, penetrations, mechanical and electrical equipment, etc. Sizes and locations of mechanical and other equipment that differs from those shown on the contract drawings shall be reported to the architect/engineer. 5. The contractor shall submit a written request to the architect/engineer before proceeding with any changes, substitutions, or modifications. Any work done by the contractor before receiving written approval will be at the contractor's risk. 6. The contractor shall verify all site conditions and dimensions. If actual conditions differ from those shown in the contract drawings, the contractor shall immediately notify the architect/engineer before proceeding with the fabrication or construction of any affected elements. 7. The structural notes are intended to complement the project specifications. Specific notes and details in the drawings shall govern over the structural notes and typical details. 8. Typical details and sections shall apply where specific details are not shown. 9. Detailing and shop drawing production for structural elements will require information (including dimensions) contained in the architectural, structural and/or other consultants' drawings. The structural drawings shall be used in conjunction with the architectural and other consultants' drawings. Most dimensions and most non-structural elements such as elevations, depressions, slopes, mechanical housekeeping pads, etc. are not shown in the structural drawings. See the Architectural Drawings for dimensions, doors, windows, non-bearing interior and exterior walls, elevations, slopes, stairs, curbs, drains, recesses, depressions, railings, waterproofing, finishes, chamfers, kerfs, etc. 10. Shop drawings made from reproductions of the drawings will be rejected unless the contractor signs a release agreement prior to the shop drawings being reviewed. 11. Review of shop drawing submittals by the engineer is for general compliance only and is not intended for approval. The shop drawing review shall not relieve the contractor from the responsibility of completing the project according to the contract documents. 12. All work shall be done in accordance with OSHA requirements. Potential conflicts between these documents and OSHA requirements shall be brought to the attention of the structural engineer before proceeding with the work. 13. Site observations by the engineer and or architect shall not be construed as approval of construction, the procedures, nor special inspection. 14. The terms "Engineer" and "Engineer of Record" (EOR) are meant to refer to an authorized representative of M J Structural Engineers. GENERAL BASIS FOR DESIGN 1.Govering Building Code International Building Code 2015 2.Risk Category II 3.Floor Live Loads • Uniformly Distributed Loads • Residential 40 psf 4.Roof Snow Load • Ground Snow Load P/g = 43 psf • Flat Roof Snow Load P/f = 35 psf • Snow Exposure Factor C/e = 1.0 • Thermal Factor C/t = 1.0 • Snow Load Importance Factor I/Snow = 1.0 5.Wind Load • Basic Wind Speed (3 Second Gust) 115 mph • Wind Exposure C • Internal Pressure Coefficient ± 0.18 6.Seismic Design Criteria • Mapped Spectral Response Accelerations • Short Period Acceleration S/S = 0.447 • 1-Second Acceleration S/1 = 0.157 • Site Class (Soil Profile) D • Spectral Response Coefficients • Short Period Acceleration S/DS = 0.430 • 1-Second Acceleration S/D1 = 0.228 • Seismic Importance Factor I/Seismic = 1.0 • Seismic Design Category D • Effective Structural Seismic Weight W • Basic Seismic Force Resisting System Light Framed Wood Shearwalls • Response Modification Coefficient R= 6 • System Over-Strength Factor Ω/0 = 2.5 • Deflection Amplification Factor C/D = 4 • Design Base Shear V = C/S*W = 0.066W (STRENGTH LEVEL) • Analysis Procedure Equivalent Lateral Force FOUNDATION 1.Soils Report by: HLE, INC. • Dated:11/22/2017 2.Soil Bearing Pressure: 2500 psf, on Compacted Fill w/ Geofabric and Geogrid per Geotech report 3.Frost Protection: 36 inches minimum 4.Lateral Soil Pressure Fluid Equivalent Density: • Active 35 pcf (retaining walls) • At Rest 55 pcf (rigid foundation walls) • Passive 300 pcf 5.Coefficient of Friction 0.4 6.The soils engineer shall review all excavations and fill placement prior to placing concrete. EARTHWORK 1. Clearing: The entire building area, including 3 feet beyond the building perimeter, shall be scraped to the depth necessary (4" minimum) to remove all vegetation, topsoil, loose/disturbed surficial soils, debris, undocumented fills, and any other deleterious materials. 2. Proof Rolling: The natural undisturbed soil below all footings shall be proof rolled prior to placing concrete to check for the presence of unsuitable fills, soft spots, or other undesirable materials or conditions. Remove sub-grade materials that are unsuitable and replace with compacted structural fill. 3. Compacted Sructural Fill: All fill material shall be a well-graded granular material with a maximum size less than 4" and with not more than 10% passing a #200 sieve. It shall be compacted to 95% of the maximum laboratory density as determined by ASTM D 1557. All fill shall be tested. Compacted structural fill shall be placed in lifts not exceeding 8" in uncompacted thickness. 4. Floor slabs thicknesses shall be as indicated in the drawings and underlain by a granular layer at least 4" thick. The granular fill shall be free-draining fill such as "pea" gravel or three-quarters-to one-inch minus clean gap-graded gravel with not more than 5% passing a #200 sieve and shall be compacted to at least 90% of the maximum laboratory density as determined by ASTM D 1557. 5. Consult the soils report for further earthwork requirements. The soils engineer shall review all excavations and fill placement prior to placing concrete. CONCRETE 1.Materials unless noted otherwise: • Normal Weight Aggregates ASTM C 33 • Light Weight Aggregates ASTM C 330 1. Light Weight Concrete shall not exceed 110 pcf (+-3 pcf) • Fly Ash, Class F Pozzolan ASTM C618 • Reinforcing Steel • General ASTM 615 Grade 60 ( 60 ksi ) • Deformed Bar Anchors (DBA) ASTM A496 • Headed Stud Anchors (HSA) ASTM A108 • Anchor Bolts: See steel and/or wood section(s) of general notes. • Admixtures: Air-entraining admixtures shall comply with ASTM C 260 (when used). Calcium chloride shall not be added to the concrete mix. Unreinforced concrete slabs on grade may have calcium chloride not exceeding one percent. • Cement complying with ASTM C-150 shall be used for all concrete. See table of concrete properties for cement type. • No aluminum conduit or product containing aluminum or any other material injurious to concrete shall be embedded in concrete.2. 3.The contractor shall be responsible for the design, detailing, care, placement and removal of all formwork and shores. • Supporting forms and shoring shall not be removed until structural members have acquired sufficient strength to safely support their own weight and any construction load to which they may be subjected. In no case, however, shall forms and shoring be removed in less than 24 hours after concrete placement. 4.Reinforcement shall have the following concrete cover: Clear Cover: • Cast-in-place Concrete • Cast against and permanently exposed to earth 3" • Formed concrete exposed to earth or weather: • #6 thru #18 bars 2" • #5 and smaller bars 1-1/2" • Concrete not exposed to weather or in contact with ground: • Slabs, Walls, Joists; #11 Bars and Smaller 3/4" • Beams, Columns: Primary Reinforcement, Ties, Stirrups, Spirals 1-1/2" 5.Construction Joints and Control Joints: • All horizontal and vertical construction joints, including between top of footing and foundation walls, shall be intentionally roughened to a full amplitude of approximately 1/4". • Install construction or control joints in slabs on grade at a spacing not to exceed 30 times the slab thickness in any direction, unless noted otherwise. Control joints shall be installed in slabs on grade so the length to width ratio of the slab is no more than 1.25:1. Control joints shall be completed within 12 hours of concrete placement. Control joints may be installed by either: • Saw cut with depth of 1/4 the thickness of the slab • Tooled joints with depth of 1/4 the thickness of the slab • Construction joints shall not exceed a distance of 125'-0" on center in any direction. 6.Construction • Use chairs or other support devices recommended by the CRSI to support bar and tie reinforcement bars and prior to placing concrete. Reinforcing steel for slabs on grade shall be adequately supported on precast concrete units. Lifting the reinforcing off the grade during placement of concrete is not permitted. • Contractor shall coordinate placement of all openings, curbs, dowels, sleeves, conduits, bolts, inserts and other embedded items prior to concrete placement. • All embeds and dowels shall be securely tied to formwork or to adjacent reinforcing prior to the placement of concrete. • No pipes, ducts, sleeves, etc. shall be placed in structural concrete unless specifically detailed or approved by the structural engineer. Penetrations through walls when approved shall be built into the wall prior to concrete placement. Penetrations will not be allowed in footings or grade beams unless detailed. Piping shall be routed around these elements and footings stepped to avoid piping. • Reinforcing bars shall not be welded. Do not substitute reinforcing bars for DBAs or HSAs. 7.Detailing • Lap splice lengths shall be detailed to comply with the "Reinforcing Bar Lap Splice Schedule" contained within the contract drawings. • Do not splice stirrups and ties. Do not splice vertical bars in retaining walls unless specifically shown. • At joints provide reinforcing dowels to match the member reinforcing, unless noted otherwise. • At all discontinuous control or construction slab on grade joints, provide (2) #4 x 48". • Provide corner bars at intersecting wall corners using the same bar size and spacing as the horizontal wall reinforcing. • All vertical reinforcing shall be doweled to footings, or to the structure below with the same size and spacing as the vertical reinforcing for the element above. Dowels extending into footings shall terminate with a 90° standard hook and shall extend to within 4" of the bottom of the footing. • See details for reinforcing around miscellaneous openings (8" to 36" wide). For openings wider than 36", contact the engineer. All recesses that interrupt reinforcing shall be reinforced the same as an opening. CONCRETE USE EXPOSURE CLASSIFICATION (MIN) fc (psi) (MAX) w/ cm RATIO (MAX) FLAYASH PERCENT (MAX) AIR CONTENT PERCENT (MAX) AGG SIZE (MAX) SLUMP CEMENT TYPE Exterior Footings F2 S0 P0 C1 I/II 3000 0.50 30 6 1" 5.00"Interior SOG F0 S0 P0 C0 I/II 3500 0.50 30 2 3/4" 5.00" Exterior Walls F2 S0 P0 C1 I/II 4000 0.45 30 6 3/4" 5.00" Below Grade Normal Weight F0 S0 P0 C0C I/II 3500 0.50 30 2 3/4" 5.00" Concrete on Steel Deck Exterior SOG F0 S0 P0 C0 I/II 3500 0.50 30 6 3/4" 5.00" Light Weight F0 S0 P0 C0C I/II 3500 0.50 30 6 3/4" 5.00" Concrete on Wood GENERAL STRUCTURAL NOTES WOOD 1.Materials • Dimension Lumber and Timbers (Sawn Lumber) • All dimensioned lumber shall comply with USDOC PS20. • Visually graded dimension lumber shall be Douglas Fir-Larch #2 or better. • Visually graded timbers (5" x 5" and larger) shall be Douglas Fir-Larch #1 or better. • Machine stress rated (MSR) lumber shall be 1600f-1.6E or better. • End jointed lumber may be used interchangeably with solid sawn members of the same species and grade with written approval from the Engineer. • Wood Structural Panel Sheathing • Wood sheathing shall be APA rated sheathing Exposure 1 unless noted otherwise and shall conform to the requirements for its type in USDOC PS1 or USDOC PS2. The panels must be identified by the trademarks of the approving testing and inspection agency. • Wood sheathing minimum thicknesses, span ratings, and nailing requirements shall be as indicated in the Roof and Floor Sheathing Schedule, unless noted otherw • Wood sheathing shall have the following minimum thicknesses and span ratings, unless noted otherwise: Roof 15/32"(32/16) Floor 23/32"(48/24) Wall 7/16"(24/16) • Nails or other approved fasteners used to connect sheathing to the structure shall be driven such that their head or crown is flush with the surface of the sheathing. Do not overdrive fasteners. • Prefabricated Wood I-joists • I-joists shall comply with ASTM D5055 • All prefabricated wood joists shall be as called out on plan and manufactured by the following: BCI: Manufactured by Boise Cascade. TJI: Manufactured by i-Level (Weyerhaeuser). LPI: Manufactured by LP Building Products (Louisiana-Pacific Corporation). • I-joists of equal design properties as those called for on plan, including depth, stiffness and flange width may be substituted with written approval from the Engineer. • Handle, store and install all wood I-joists per the manufacturer's guidelines. • DO NOT cut or notch flanges. • Holes cut in the webs of the I-joists shall be per the manufacturer's guidelines. • Structural Glued Laminated Timber (GLB) • Structural glued laminated timber shall be manufactured and identified as required in ANSI A190.1 and ASTM D3737. • Glulam beams shall be the following species and combination number: • Simple-Span Glulam Beams: Douglas-fir 24F-V4 1.8E • Continuous-Span and Cantilevered Glulam Beams: Douglas-fir 24F-V8 1.8E • Hybrid combination glulams with equivalent design properties may also be used with written approval from the Engineer. • Appearance of members shall be Framing or Industrial appearance. • Camber: unless otherwise noted on the drawings, all stock glulam beams shall be cambered to industry standard 3500'-0" radius. Stock beams with zero camber are acceptable where available. • Laminated Veneer Lumber (LVL) , Laminated Strand Lumber (LSL), and Rim Board • LVL, LSL and Rim Board shall comply with ASTM D5456. • All LVL shall be a minimum of 13/4" thick have the following minimum properties, U.N.O.: Fb = 2600 psi; E = 1.9x10⁶psi; Fv = 285 psi; Ft = 1555 psi; Fcll = 2510 psi; Fc_l_ = 750 psi • All LSL shall be a minimum of 1¼" thick and shall have the following minimum properties, U.N.O.: Fb = 1700 psi; E = 1.3x10⁶psi; Fv = 400 psi; Ft = 1075 psi; Fcll = 1400 psi; Fc_l_ = 680 psi • All Rim Boards shall be a minimum of 1¼" thick and shall have the following minimum properties, U.N.O.: Fb = 1130 psi; E = 0.8x10⁶psi; Fv = 355 psi; Fc_l_= 1415 psi • Handle, store and install all LVL, LSL, and Rim Boards per the manufacturer's guidelines. • Connect multiple members together per the manufacturer's guidelines and as shown in the details. • Where discrepancies exist between the manufacturer's guidelines and the details shown in these plans, use the more stringent of the requirements. • Nails • All Nails shall conform with the tolerances specified in ASTM F1667, "Standard Specification of Driven Fasteners: Nails, Spikes and Staples." • All nails shall be common nails with the following properties: 6d 0.113"1.25" 8d 0.131"1.50" 10d 0.148"1.63" 12d 0.148"1.63" 16d 0.162"1.75" Nail Size Shank Diameter Min. Penetration into Support Member • Nails with properties less then those listed above shall not be used without prior written approval from the Engineer. • Nails shall have round (full) heads. Nails with "T", brad, finish or casing heads are not permitted. • Deformed shank nails shall have either a helical (screw) or an annular (ring) shank. • Bolts • Anchor Bolts:ASTM F1554 Grade 36 (or A307 Grade A/C or A36) • All anchor bolts connecting the sill plate to the concrete foundation shall have a PL1/4"x3"x3" washer between the sill plate and the nut and have a minimum 7" embedment into concrete. • Connection Bolts: ASTM A307 Grade A/C/ or A36 • All bolted connections shall have a standard cut or larger washer on both sides of the connection (between the head and the wood member and between the nut and the wood member). • Bolt holes shall be a minimum of 1/32" to a maximum of 1/16" larger than the bolt diameter. Holes shall be accurately aligned in main members and side plates or side members. Bolts shall not be forcibly driven. • All bolted connections shall have a standard cut or larger washer on both sides of the connection 2.Connection Hardware • All connection hardware shown shall be supplied by Simpson Strong-Tie Incorporated or USP structural connectors. • Install all hardware per the manufacturer's guidelines. • Connection hardware of equal design properties by other manufacturers may be substituted with written approval from the Engineer. 3.All fasteners in contact with pressure-treated or fire-treated wood shall be hot-dipped zinc-coated galvanized or stainless steel. 4.All wood in contact with concrete, masonry or soil shall be pressure treated or redwood. 5.General framing and carpentry shall be connected as per "THE MINIMUM NAILING SCHEDULE" unless noted otherwise. 6.Provide rim board or solid blocking at all joist, rafter, and truss bearing points U.N.O. Where blocking is used, it shall be at least 2" (nominal) thick full depth of joist and shaped to match slope of blocked member. • Rim board or blocking between joists shall be nailed to the wood plate at the top of the wall with one Simpson "A35" framing anchor per each piece of blocking. Fill all holes in the framing anchors with 8d x 11/2" nails (12 nails per A35), unless shown otherwise on the drawings. 7.Provide approved bridging at 8'-0" on center maximum between joist or rafter end supports where both the top and bottom chord of the member are not braced with sheathing or wall board. 8.Built-up beams of 2x members shall be connected together as shown in the details. • Where a built-up beam connection is not shown in the details, built-up beams shall be connected as follows: • Members 12" or less in depth shall be spiked together with not less than 16d spikes at 12" on center, staggered. • Members more than 12" shall be connected together with 1/2" diameter bolts at 24" on center, staggered. Bolts shall be placed one-quarter of the depth of the member from the top and bottom of the member. 9.All bearing and shear walls shall have a minimum of 2 top plates. Splices in top plates shall be made as shown in the top- plate splice schedule. • Where a top-plate splice is not shown in the details, top plates splices shall be staggered a minimum of 4'-0" from the nearest splice in adjoining top plate and spiked together with a minimum of (20) 16d nails between splices unless noted otherwise.10.Provide a double joist under parallel partitions. 11.Do not cut or notch any wood stud greater than 25% of its width. Do not bore a hole in any wood stud greater in diameter than 40% of its width. Bored holes shall be centered in the stud whenever possible. In no case shall the edge of any bored hole be nearer than 1" to the edge of the stud. Bored holes shall not be located at the same section of stud as a cut or notch. • Bored holes up to 60% of the stud width are allowed provided that an additional stud is placed adjacent to the stud to be bored, that the bored hole is centered in the stud, and no more than two successive sets of studs are so bored. DEFERRED SUBMITTALS 1.Items requiring deferred submittals that are listed below are to be designed and fabricated by the manufacturer according to specifications given in structural and architectural drawings. • Prefabricated Roof Trusses (by roof truss manufacturer) • Concrete Mix Designs (by concrete supplier) 2.These deferred submittals shall first be submitted to the project architect and/or engineer for review and coordination. Upon completion of the architect/engineer review, a submittal to the city shall be made (for city review and approval). The city submittal shall include a letter stating that the architect/engineer review has been performed and that the plans and calculations for the deferred submittal items are found to be acceptable (e.g., with regard to geometry, load conditions, etc.) with no exceptions. 3.The final submittal shall be signed and sealed by a Professional Engineer licensed in the state in which construction will occur and shall be available at the jobsite throughout construction. METAL DECKING 1.Steel deck shall comply with the latest requirements of the Steel Deck Institute. 2.Steel deck material shall comply with the manufacturer's ICC Report and have a minimum yield strength of 33ksi. 3.All deck shall be 3-span continuous minimum. In areas where 3-span conditions are not possible, the contractor shall provide heavier gauge deck as required to provide the equivalent loading of the specified deck under a 3-span condition. 4.Steel roof deck shall not be used to support loads from plumbing, HVAC ducts, light fixtures, architectural elements, or equipment of any kind, unless specifically noted. 5.All members supporting deck shall be dry before welding. 6.Crimp seams before button punching or welding interlocking seams. 7.Where deck is to receive sprayed-on fire proofing, painted deck shall be coated with special paint that will allow the sprayed-on fire proofing to adhere to the painted deck. 8.All welds performed on the steel deck are to be painted. 9.Steel Floor Deck: • Steel floor deck shall be galvanized (G60) when used above or below mechanical equipment rooms. • Steel floor deck shall be {phosphatized/painted or galvanized (G60)}, composite, with interlocking side seams with the following minimum properties: Type/Ga Conc Abv Deck S(in3/ft)I (in4/ft)All. Diaphragm Shear Capacity W2/20 3 1/4" LW 0.361 0.423 750 plf IN 6'-0" span • Weld deck to supporting framing members with 3/4" diameter puddle welds at the following spacing (Closer spacing's may be used to develop minimum shear requirements): • 12" on center to supports perpendicular to deck corrugations (4 welds per 36" wide sheet). • 12" on center to all supports parallel to deck corrugations. • Attach interlocking seams with 3/16" diameter button punch at 18" on center or 1 1/2" top seam weld at 36" on center between adjacent pieces of deck. Closer spacing's may be used to develop minimum shear requirements. • Provide a 2" minimum bearing at all supports. • Butt all end splices. 07/02/2018 u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH GENERAL STRUCTURAL NOTES June 27, 2018 PERMIT SET S102 18029 STRUCTURAL STEEL 1.Codes and Standards: Fabrication and installation shall comply with the latest edition of the following: • American Institute of Steel Construction (AISC), "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings," with "Commentary". • AISC "Code of Standard Practice" excluding sections 3.4, 4.4 and 4.4.1. • AISC "Specification for Structural Joints Using ASTM A325 or A490 Bolts" • AISC "Seismic Provisions for Structural Steel Buildings." • American Welding Society (AWS), Structural Welding Codes D1.1, D1.3, D1.4, and D1.8, except as modified by the "Steel Construction Manual". 2.Material: • Wide Flange Sections ASTM A992 (50 ksi) • Plate • Typical ASTM A36 • Pipe ASTM A53 Grade B Type E/S • Hollow Structural Shapes • Rectangular ASTM A500 Grade B (46 ksi) • Base Plates • Less than 4 inches thick ASTM A36 • Other Structural Shapes (M, C, etc) ASTM A36 • Bolted Connections ASTM A325 • Anchor Bolts • All Columns unless noted otherwise: ASTM F1554 Grade 36 with ASTM A563 heavy hex nuts with Grade A hardened washers. • Weld Filler Metal • Shielded Metal Arc Welding AWS A5.1, low-hydrogen only Low-hydrogen restrictions do not apply when welding sheet steels in accordance with AWS D1.3, including attaching these steels to structural members. • Gas-Metal & Metal-Cored Arc Welding AWS A5.18 • Flux-Cored Arc Welding AWS A5.20 E7XT-4 or E7XT-11 electrodes are not permitted. • Intermixing of welds made from self-shielded welding electrodes with gas-shielded electrodes is not allowed in seismic critical welds, unless tested in accordance with AWS D1.8, annex B. The Field Erection Contractor is responsible for verifying intermixing of self-shielded and gas-shielded welding will not occur, or alternatively, the welding procedure is qualified by testing. • Use E70 class electrodes only, unless noted otherwise. E60 class electrodes may be used for welding steel floor and roof decks. All electrodes to be low hydrogen. • Non-Shrink Grout ASTM C1107 Grade B • Non-shrink grout shall be prepackaged, non-metallic and non-gaseous. • Fluid Consistency (flow cone) = 20 to 30 seconds • Compressive Strength in 28 days = 7,500 psi 3.Structural Detailing • Provide full depth web stiffener plates at each side of all beams at all bearing points. Stiffener plates shall be the thickness called out below unless noted otherwise. Stiffeners shall be welded on both sides of the plate- to-flange and plate-to-web interfaces. Do not weld into the web-to-flange fillet region of the member. • FLANGE WIDTH STIFFENER THICKNESS WELD SIZE Less than 8 1/4" 1/4" 3/16" • Bolting and Fasteners • Ordinary steel-to-steel connections, simple span framing, and beam/girder-to-bearing plates are the standard connection used throughout the design drawings, unless noted otherwise: • Use A325N bolts or tension-controlled bolts. • Tighten these fasteners to a "snug tight" condition. • Where a steel-to-steel connection is not shown, provide a standard AISC framed connection of one half the total uniform load capacity of the beam for the span and steel specified. • Use A325N or A325X bolts or tension-controlled bolts. • Pretension these fasteners as required by AISC "Specification for Structural Joints Using ASTM A325 or a A490 bolts." • Fasteners and washers shall not be reused. Scrap dirty, rusted, or water-contaminated bolt assemblies. • Welding • All intersecting steel shapes which are not bolted shall be connected by a fillet weld all around, unless noted otherwise. Where fillet weld sizes are not shown, they shalll be 1/16" less than the thinnest of the connected parts for thicknesses 1/4" and larger. Fillet welds on plates less than 1/4" shall be of the same size as the thinnest of the connected part. • Field weld symbols indicate welds that may be performed in the field. The general contractor shall coordinate shop and field welds between the fabricator and erector. 4.Welding of Reinforcing Steel or Bolts • Reinforcing Bars: Do not weld rebar. Do not substitute reinforcing bars for deformed bar anchors, structural bolts, or headed stud anchors. • Do not weld anchor bolts, including "tack" welds. • Headed Stud Anchor welding and Deformed Bar Anchor welding shall conform to the manufacturer's specifications. PRE-FABRICATED WOOD TRUSSES 1.Prefabricated metal plate wood trusses shall be designed, signed, and sealed by a Professional Engineer registered in the same state as the project location. They shall be designed to support the concentrated and uniform loads shown on the plans, unbalanced and sliding snow loads, and the following uniform loads: Dead Load (Top Chord):10 psf Dead Load (Bottom Chord):10 psf Live or Snow Load (Top Chord):35 psf Live Load (Bottom Chord):10 psf --Does not occur concurrently with top chord live load. Max Total Load:55 psf Loads listed above do not include drifting, unbalanced, or sliding snow. Designs shall include an additional 9 psf Dead Load at all overbuild framing locations. A dead load no greater than 8 psf shall be assumed for the design of trusses and attachments for wind uplift. Coordinate the truss design with mechanical equipment, fire sprinkling systems and hanging walls supported by the trusses. Provide additional trusses as necessary. • Live Load Span/360 • Total Load Span/240 2.The deflection of all prefabricated wood trusses shall be limited to the following values: 3.No stress increase is allowed for snow loads. 4.All truss-to-truss connections shall be designed and provided by the truss manufacturer. 5.Design, handling, erection, stability, and permanent bracing of metal plate connected wood trusses shall be in accordance with ANSI/TPI-1, National Design Standard for Metal Plated Connected Wood Truss Construction and the Truss Plate Institute publications entitled "Commentary and Recommendations for Bracing Wood Trusses" and "Commentary and Recommendations for Handling and Erecting Wood Trusses." 6.Steel Connector Plates: All steel gusset plates shall be galvanized and shall have a current ICBO approval. Values established by the approved ICBO report must be indicated on plans. • The minimum size for any connector shall be 8 in². • All steel gusset plates shall be located on the joint as the stresses require and shall provide a minimum bite of 2.5" on all tension members. • Plates shall be pressed or rolled into member to obtain full penetration without crushing the outer surfaces of wood. • All steel plate dimensions shall be increased by 10% above that required by analysis. Duration of load stress increases for steel connector plate design are not allowed. • Submit a copy of the ICBO report for the connector plate used. 7.No wane, knots, skips, or other defects shall occur in the plated contact area or scarfed area of web members. Plates shall be centered with one required each side of wood truss. 8.The truss shall be handled and stored in a manner to prevent moisture from being absorbed by the wood. 9.Shop Drawings: Complete calculations and shop drawings indicating all member forces, stresses, duration factors, lumber grades, dimensions, truss-to-truss connections, metal plate sizes and locations, and applied loads shall be submitted and reviewed by the engineer before fabrication. Each connector shall be dimensioned on the shop drawings as to its exact size and location at the joint. GENERAL STRUCTURAL NOTES LEGEND OF MARKS AND ABREVIATIONS ALT Alternate ARCH Architect BLDG Building BLK Blocking BN Boundary Nail BOTT Bottom BRG Bearing BTWN Between BYND Beyond CANT Cantilever CGS Center of Gravity of Strand CJ Control Joint CJP Complete Joint Penetration CL Center Line CLR Clear CMU Concrete Masonry Unit COL Column CONC Concrete CONT Continuous CS Coil Strap DB Deck Bearing DBA Deformed Bar Anchor DBL Double DIM Dimension DWG Drawing (E)Existing EA Each ELEC Electrical EMBED Embedment EN Edge Nail EQ Equal EQUIP Equipment EXT Exterior FD Floor Drain FND Foundation FLR Floor FTG Footing FRT Fire Retardent Treatment GA Gauge GALV Galvanized GLB Glued Laminated Beam GSN General Structural Notes HD Hold-Down HDR Header HORIZ Horizontal HSA Headed Stud Anchor HSS Hollow Structural Section ICBO International Conference of Building Officals IBC International Building Code INT Interior JST Joist JST's Joists k Kip(s) = 1000 Pounds klf Kips Per Linear Ft ksf Kips Per Square Ft LB Pounds (#) LSL Laminated Strand Lumber LVL Laminated Veneer Lumber MAS Masonry (MAX)Maximum MECH Mechanical MEZZ Mezzanine MFR Manufacturer (MIN)Minimum MISC Miscellaneous MTL Metal (N)New oc On Center OPNG Opening OPP Opposite OSB Orientated Strand Board PCF Pounds Per Cubic Ft PERP Perpindicular PL Plate plf Pounds Per Linear Ft PRE-FAB Pre-Fabricated psf Pounds Per Square Ft psi Pounds Per Square Inch PT Post Tension PT/DF Pressure Treated Douglas Fir RD Roof Drain REINF Reinforce/Reinfircement/Reinforcing REQD Required/Requirements/Requiring RTU Roof Top Unit SCHED Schedule SCW Seismic Critical Weld SIM Similar STD Standard STIFF Stiffener STL Steel STRUCT Structural T&G Tongue and Groove TEMP Tempature TYP Typical U.N.O.Unless Noted Otherwise VERT Vertical w/With WWR Welded Wire Reinforcement WP Working Point 07/02/2018 A A B B C C C.5 C.5 D D E E F F 1 1 2 2 3 3 4 4 3.8 3.8 2.5 2.5 40' - 7 1/2"9' - 11 1/2"25' - 0 1/4"25' - 0 1/4"9' - 11 1/2"40' - 7 1/2" 25 ' - 0 " 12 ' - 6 " 12 ' - 6 " 19 ' - 8 " 5' - 4 " FC 2 . 0 97 ' - 6 " CW -2 CW -2 FC 2 . 0 97 ' - 6 " FC 2 . 0 97 ' - 6 " FTS2.0 100'-0" CW-2 FC2.0 97'-6" CW -1 FC 2 . 0 97 ' - 6 " FTS2.0 100'-0" FTS2.0 100'-0" FTS2.0 100'-0" CW-2 FC2.0 97'-6" FS4.0 97'-6"FS4.0 97'-6" CW -1 FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " CW-2 FC2.0 97'-6" FS4.0 97'-6"FS4.0 97'-6" FT S 2 . 0 10 0 ' - 0 " FT S 2 . 0 10 0 ' - 0 " FT S 2 . 0 10 0 ' - 0 " FC2.0 97'-6" CW-2 CW-2 FC2.0 97'-6" FS4.0 97'-6"FS4.0 97'-6" CW-2 FC2.0 97'-6" FTS2.0 100'-0" FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " CW -2 FC 2 . 0 97 ' - 6 " CW-2 FC2.0 97'-6" FTS2.0 100'-0" CW-2 FC2.0 97'-6" CW -1 FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " FTS2.0 100'-0" FTS2.0 100'-0" FC 2 . 0 97 ' - 6 " CW -1 CW-2 FC2.0 97'-6" CW-2 FC2.0 97'-6" CW -1 FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " FT S 2 . 0 10 0 ' - 0 " FT S 2 . 0 10 0 ' - 0 " FT S 2 . 0 10 0 ' - 0 " CW-2 FC2.0 97'-6" FC2.0 97'-6"FC2.0 97'-6" FTS2.0 100'-0"FTS2.0 100'-0" AB -32 AB -32 AB-32 AB-32 AB-32 AB -32 AB-32 AB -32 AB -32 AB-32 AB -24 AB -32 AB-32 AB-32 AB -32 AB-32 AB -32 AB-32 AB-24 AB -32 AB-32 AB -32 AB-24 AB-32 AB-32 AB-24 AB -32 AB-32 AB -32 AB -32 AB -32 AB -32 AB -32 AB-32 AB-32 AB -32 AB -32 AB-32 AB -32 AB-32 AB -32 AB-32 AB-32 AB -32 AB-32 S S SSSTHD10 12 S501 _________________ CW -2 STHD10 2 S502 _________________ S S S S 12 S501 _________________SC -2 CP -1 SC -2 CP -1 9 S501 _________________ FS4.0 97'-6"FS4.0 97'-6" SC -1 SC -1 11 S501 _________________ S C -1 S C -1 7 S501 _________________ S T H D 1 4 STHD14S S S SSTHD10 S T H D 1 0 2 S502 _________________S T HD1 0 STHD10 S S SS 12 S501 _________________ 7 S501 _________________ S C -2 C P -1 S C -2 C P -1 9 S501 _________________ STHD10 STHD10 S C -1SC-1 SC-1SC-1 11 S501 _________________ SS SS 7 S501 _________________ S S 2 S502 _________________ SS SS 2 S502 _________________ SS 12 S501 _________________ 7 S501 _________________ S S S C -1 S C -1 SC-1SC-1 11 S501 _________________ SC-2CP-1SC-2CP-19 S501 _________________12 S501 _________________ 12 S501 _________________ 7 S501 _________________ SS S S STHD14 STHD14S S 2 S502 _________________S S S T H D 1 0 S T H D 1 0 S T H D 1 0 S T H D 1 0 S S S S STHD10 STHD10STHD10 STHD10 CW -2 S S 12 S501 _________________ AB -24 2 S502 _________________ 7 S501 _________________ 12 S501 _________________ SS 11 S501 _________________ S C -1SC-1 S C -1 S C -1 S C -2 C P -1 S C -2 C P -1STHD10 S T H D 1 0 SS S S FTS2.0 100'-0"SC-1 SC-1 SC-1 SC-1 FS3.0 97'-6" FS3.0 97'-6" FS3.0 97'-6"FS3.0 97'-6" FTS2.0 100'-0" S S S S AB-32 AB-32 4" UNREINFORCED SLAB ON GRADE OVER 4" FREE DRAINING GRAVEL OVER PREPARED SUBGRADE T.O.S. = 100'-0" 4" UNREINFORCED SLAB ON GRADE OVER 4" FREE DRAINING GRAVEL OVER PREPARED SUBGRADE T.O.S. = 100'-0" AB -32 AB-32 AB -32 3 S502 _________________ 3 S502 _________________ 3 S502 _________________ AB-32 AB-32 u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH FOOTING AND FOUNDATION PLAN June 27, 2018 PERMIT SET S201 18029STEEL COLUMN, SEE SCHED ON (S301) AB-x ACHOR BOLT SPACING, x= SPACING IN INCHES SEE SHEARWALL SCHEDULE FOR SIZE AND EMBED REQUIRMENTS CP-x CONC. PIER, SEE SCHED ON (S301) SC-x STL COL, SEE SCHED ON (S301) STHD-x HOLD-DOWN TYPE, SEE GSN AND SCHED'S CJ CONTROL JOINT, SEE FTG AND FND DETAILS ON (S501) FC-x CONT. FTG, SEE SCHED FS-x SPOT FTG, SEE SCHED CW-x CONC WALL, SEE SCHED WALL ABOVE S S FTG STEP, SEE FTG AND FND DETS ON (S501) WOOD COLUMN DEPRESSED FND WALL, POUR SLAB OVER, SEE FTG AND FND DETS ON (S501) CONC WALL, SEE SCHED FTG ELEV. FTG DESIGNATION TOP OF FOOTING ELEVATIONS FOOTING AND FOUNDATION PLAN NOTES MARKS AND SYMBOL LEGEND SECTION MARK SHEET NUMBER - Sxxx 1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 3. SEE ARCHITECTURAL DRAWINGS AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 4. SEE FOOTING AND FOUNDATION DETAILS FOR BURIED PIPES RUNNING PARALLEL AND PERPENDICULAR TO FOOTINGS. 5. SEE GENERAL STRUCTURAL NOTES AND FOOTING AND FOUNDATION DETAILS FOR TYPICAL CONSTRUCTION AND CONTROL JOINTS IN FLOOR SLAB. 6. SEE GENERAL STRUCTURAL NOTES AND FOOTING AND FOUNDATION DETAILS FOR LOCATIONS WHERE CONTROL JOINTS ARE DISCONTINUOUS. 7. SEE FOOTING AND FOUNDATION DETAILS FOR REINFORCING AROUND MISCELLANEOUS OPENINGS IN CONCRETE WALLS. 8. SEE FOOTING AND FOUNDATION DETAILS FOR TERMINATION OF HORIZONTAL WALL REINFORCING AT CORNERS. 9. CENTER ALL SPOT FOOTINGS UNDER COLUMNS AS SHOWN ON PLAN, TYPICAL UNLESS NOTED OTHERWISE. 10. SEE GENERAL STRUCTURAL NOTES AND FOOTING AND FOUNDATION DETAILS FOR FILL BENEATH FOOTINGS. 11. SEE ARCH FOR TOP OF CONC PIER ELEVATION. 12. SEE GSN's & ARCH DRAWINGS FOR SLAB ON GRADE CONTROL JOINT LAYOUT. 1/8" = 1'-0"1 FOOTING AND FOUNDATION PLAN N 07/02/2018 A A B B C C C.5 C.5 D D E E F F 1 1 2 2 3 3 4 4 3.8 3.8 2.5 2.5 SW-1 SW-1 SW -1 **SW -2 SW -1 SW -1 SW -1 SW -1 **SW-2 SW -1 SW -1 * * SW -3 SW -1 SW -1 B1B1B1 1 3 /4 " x 1 1 7 /8 " L V L A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c HSS10X4X1/4 B1B1B1 2 x 8 A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c B1B1B1 1 3/4" x 11 7/8" LVL AT 16"oc 11 7/8" TJI 230 AT 16"oc 11 7/8" TJI 230 AT 16"oc HSS10X4X1/4 B2 B2 B2B2 B2 B2 B2B2 B2 B2 B2 B2 B2 2 x 8 A T 1 6 "o c 9 1 /2 " T J I 2 3 0 A T 1 6 "o c **SW -3 SW -1 SW -1 SW-1 SW -1 SW -1 SW-1 SW -1 SW -1 B2 B2 B1 B1 B1 B1 B1 B1B1B1 B2 B2 SW -1 SW -1 SW -1 SW -1 SW -1 **SW-3 **SW-3 B2 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 1 7 / 8 " T J I 2 3 0 A T 1 6 " o c 1 1 7 / 8 " T J I 2 3 0 A T 1 6 " o c B2B2 B2B2 HSS10X4X1/4 HSS10X4X1/4 2 x 8 A T 1 6 "o c2x8 A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 1 7 / 8 " T J I 2 3 0 A T 1 6 " o c 1 1 7 / 8 " T J I 2 3 0 A T 1 6 " o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c **SW -2 B2B2 B1B1 1 3 /4 " x 1 1 7 /8 " L V L A T 1 6 "o c SW -1 SW-1 SW -1 SW-1 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c SW -1 B2 B2 B2 B2 2 x 8 A T 1 6 "o c * * SW -3 B2 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 3/4" x 11 7/8" LVL AT 16"oc 11 7/8" TJI 230 AT 16"oc 11 7/8" TJI 230 AT 16"oc B1 B1 **SW-2 SW -1 B2 B2 B2 B2 B1 9 1 / 2 " T J I 2 3 0 A T 1 6 " o c 40' - 7 1/2"9' - 11 1/2"25' - 0 1/4"25' - 0 1/4"9' - 11 1/2"40' - 7 1/2" 25 ' - 0 " 12 ' - 6 " 12 ' - 6 " 19 ' - 8 " 5' - 4 " 7 S601 _________________ B3 1 S602 _________________ 10 S601 _________________CS16 CS16 CS16 CS16 CS16 C S 1 6 8 S601 _________________ 12 S601 _________________ B4 2x 6 A T 2 ' -0" o c 8 S601 _________________ 7 S601 _________________ B3 1 S602 _________________ MC12X10.6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 B2 B1 10 S601 _________________CS16 CS16 B1 2 S602 _________________ 3 S601 _________________ B2 B1 3 S602 _________________ B1 B1 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC12X10.6 12 S601 _________________8 S601 _________________ B4 B4 10 S601 _________________ 11 S601 _________________ C S 1 6 CS16 B4 B4 12 S601 _________________ CS16 CS16 B2 B1HSS10X4X1/4 MC12X10.6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 B3 1 S602 _________________ 8 S601 _________________ 7 S601 _________________ CS16CS16CS16CS16B1 B1 3 S602 _________________ 3 S601 _________________B1 B2 2 S602 _________________ MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC12X10.6 B1 B1 B1 10 S601 _________________ 12 S601 _________________ B4 CS16 CS16CS16 CS16 CS16 C S 1 6 2x 6 A T 2 ' -0" o c 10 S601 _________________ 8 S601 _________________ 7 S601 _________________ 1 S602 _________________ B3 B2 B2 B2 B2 B2 B2 B2 B2 PF T PF T 11 S701 _________________ SIM 11 S701 _________________ 5 S602 _________________ 7 S602 _________________ 7 S602 _________________ 7 S602 _________________ 6 S602 _________________ LEVEL SIZE SPACING (MAX)GRADE REMARKS WOOD FRAMED WALL SCHEDULE --1 (INTERIOR)2 x 6 16" oc DF # 2 --1 (EXTERIOR)2 x 6 16" oc DF # 2 --2 (INTERIOR)2 x 6 24" oc DF # 2 --2 (EXTERIOR)2 x 6 24" oc DF # 2 --3 (INTERIOR)2 x 6 24" oc DF # 2 --3 (EXTERIOR)2 x 6 24" oc DF # 2 TAG SIZE COMMENTSGRADEMIN. POST (SEE NOTE 1) - WOOD BEAM / HEADER SCHEDULE (SEE NOTE 2) B1 (2) 2x10 (2) 2x8 CAN BE USED FOR OPENINGS UP TO 4'-0" SPAN, U.N.O.DF #2 P1 -B2 (3) 2x10 DF #2 P2 -B3 (2) 1 3/4"x9 1/2" LVL 1.9E P2 -B4 (3) 2x12 DF #1 P3 -B5 (2) 1 3/4"x11 7/8" LVL 1.9E P3 -B6 (3) 1 3/4"x11 7/8" LVL 1.9E P4 -B7 3 1/8"x12" GLB -P4 -B8 (3) 1 3/4"x14" LVL 1.9E P5 NOTE: 1.POST SIZE FOR BEAM TAGS PROVIDED ABOVE ARE MIN REQUIRED UNO. CONTRACTOR IS TO VERIFY ON PLAN IF LARGER POST SIZE IS REQUIRED. 2.ALL EXTERIOR WOOD HEADER BEAMS ARE TO BE 'B2' UNO. ALL INTERIOR WOOD HEADER BEAMS ARE TO BE 'B1' UNO. 3.FOR TYP HEADER FRAMING AT EXTERIOR WALL OPENINGS SEE DETAIL. 4.SEE DETAIL (1/S302) FOR BUILT UP BEAM/HEADER FASTENING REQUIREMENTS. TAG LEVEL GRADE WOOD COLUMN SCHEDULE SIZE 1 DF #2(2) 2x6 P1 2 DF #2(2) 2x6 NOTE: 1.SEE DETAIL (1/S302) FOR BUILT UP POST/COLUMN FASTENING REQUIREMENTS. 2.SEE PLAN NOTE #11 FOR EXTERIOR WALL CONDITIONS 3 DF #22x6 1 DF #2(3) 2x6 P2 2 DF #2(2) 2x6 3 DF #2(2) 2x6 1 DF #2(3) 2x6 P3 2 DF #2(2) 2x6 3 DF #2(2) 2x6 1 DF #2(3) 2x6 P4 2 DF #2(3) 2x6 3 DF #2(2) 2x6 1 DF #16x6 P5 2 DF #2(3) 2x6 3 DF #2(2) 2x6 1 DF #16x6 P6 2 DF #2(3) 2x6 3 DF #2(3) 2x6 1 DF #16x6 P7 2 DF #16x6 3 DF #16x6 WOOD POST/COLUMN SCHEDULE u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH LEVEL 2 FLOOR FRAMING PLAN June 27, 2018 PERMIT SET S202 18029 3 1/4" LW CONC OVER 2" MTL DECK SW-x WOOD SHEAR WALL TAG WITH ASTRIKS INDICATES STRAP OPENING PER SW SCHED ** STEEL COLUMN, SEE SCHED ON (S301) SW-x WOOD SHEAR WALL TAG, SEE SCHED WOOD SHEARWALL, DASHED LINE INDICATES SIDE OF WALL TO RECEIVE SHEATHING, SEE SCHED WOOD BRG WALL, SEE SCHED FLOOR SHEATHING ORIENTATION, SEE SHEATHING SCHEDULE FOR THICKNESS, SPAN RATING AND NAILING REQUIREMENTS(x ) T S (x ) K S INDICATES NUMBER OF TRIMMER STUDS INDICATES NUMBER OF KING STUDS WALL ABOVE WOOD COLUMN FLOOR FRAMING PLAN NOTES MARKS AND SYMBOL LEGEND SECTION MARK SHEET NUMBER - Sxxx 1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. VERIFY ALL FLOOR OPENINGS FOR MECHANICAL SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL DRAWINGS. 3. SEE FLOOR FRAMING DETAILS FOR FRAMING AROUND ALL OPENINGS. 4. ALL SHEATHING SHALL HAVE STRENGTH AXIS (FACE GRAIN) PERPENDICULAR TO FRAMING MEMBERS UNLESS NOTED OTHERWISE. REFER TO SCHEDULE FOR SHEATHING TYPE AND NAILING REQUIREMENTS. 5. SEE THE MINIMUM NAILING SCHEDULE FOR CONNECTIONS NOT SPECIFICALLY DETAILED. 6. SEE SCHEDULES FOR PIPE PENETRATIONS THROUGH WOOD WALL TOP PLATES. 7. FOR BUILT UP BEAMS AND COLUMNS, SEE FRAMING DETAILS. 8. IF TIE DOWN POST AND FULL HEIGHT BEARING POST OCCUR AT THE SAME LOCATION, USE LARGER OF POSTS SPECIFIED. 9. SEE FRAMING SCHEDULES FOR TYPICAL BEARING STUDS AND KING STUDS AT WALL OPENINGS. 10. SEE SHEARWALL SCHEDULE FOR TOP PLATE SPLICING REQUIRMENTS FOR WOOD SHEARWALL. 11. ALL EXTERIOR WALLS ARE (SW-1) UNLESS NOTED OTHERWISE, SEE SHEAR WALL SHEATHING SCHEDULE. 12. CONTRACTOR SHALL BE RESPONSIBLE TO PROPERLY BRACE WALLS, BEAMS, TRUSSES, ETC. AS NECESSARY DURING CONSTRUCTION. N 1/8" = 1'-0"1 LEVEL 2 FLOOR FRAMING PLAN 07/02/2018 A A B B C C C.5 C.5 D D E E F F 1 1 2 2 3 3 4 4 3.8 3.8 2.5 2.5 SW -1 SW-1 SW -1 **SW -2 SW -1 SW-1 SW -1 SW -1 **SW-1 SW -1 SW -1 SW -2 SW -1 SW -1 B1B1B1 1 3 /4 " x 1 1 7 /8 " L V L A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c HSS10X4X1/4 B1B1B1 2 x 8 A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c B1B1B1 1 3/4" x 11 7/8" LVL AT 16"oc 11 7/8" TJI 230 AT 16"oc 11 7/8" TJI 230 AT 16"oc HSS10X4X1/4 B2 B2 B2B2 B2 B2 B2B2 B2 B2 B2 B2 B2 2 x 8 A T 1 6 "o c 9 1 /2 " T J I 2 3 0 A T 1 6 "o c **SW -2 SW -1 SW -1 SW -1 SW-1 SW-1 SW -1 SW -1 SW -1 B2 B2 B1 B1B1 B1 B1 B1B1B1 B2 B2 SW -1 SW -1 SW -1 SW -1 **SW-3 **SW-3 B2 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 1 7 / 8 " T J I 2 3 0 A T 1 6 " o c 1 1 7 / 8 " T J I 2 3 0 A T 1 6 " o c B2B2 B2B2 HSS10X4X1/4 HSS10X4X1/4 2 x 8 A T 1 6 "o c2x8 A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 1 7 / 8 " T J I 2 3 0 A T 1 6 " o c 1 1 7 / 8 " T J I 2 3 0 A T 1 6 " o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c **SW -2 B2B2 B1B1 1 3 /4 " x 1 1 7 /8 " L V L A T 1 6 "o c SW -1 SW -1 SW-1 SW -1 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c SW -1 B2 B2 B2 B2 2 x 8 A T 1 6 "o c * * SW -2 B2 1 1 7 /8 " T J I 2 3 0 A T 1 6 "o c 1 3/4" x 11 7/8" LVL AT 16"oc 11 7/8" TJI 230 AT 16"oc 11 7/8" TJI 230 AT 16"oc B1 B1 **SW-1 SW -1 B2 B2 B2 B2 B1 9 1 / 2 " T J I 2 3 0 A T 1 6 " o c 40' - 7 1/2"9' - 11 1/2"25' - 0 1/4"25' - 0 1/4"9' - 11 1/2"40' - 7 1/2" 25 ' - 0 " 12 ' - 6 " 12 ' - 6 " 19 ' - 8 " 5' - 4 " B3 CS16 CS16 CS16 B4 CS16B1 B2 B1 B1 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 HSS8X4X1/4 B4 7 S601 _________________ 1 S602 _________________ 10 S601 _________________ 8 S601 _________________ 10 S601 _________________ 2 S602 _________________ 3 S601 _________________ 3 S602 _________________ 12 S601 _________________ 10 S601 _________________ CS16CS16 C S 1 6 8 S601 _________________ 7 S601 _________________ B3 1 S602 _________________ MC12X10.6 HSS8X4X1/4 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 B2 B1 10 S601 _________________CS16 B1 C S 1 6 CS16 B4 SW -1 8 S601 _________________ B4 11 S601 _________________ B4 12 S601 _________________ CS16 CS16 B2 B1 MC12X10.6 HSS8X4X1/4 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 B3 1 S602 _________________ 8 S601 _________________ 7 S601 _________________ CS16CS16CS16CS16B1 B 1 3 S602 _________________ 3 S601 _________________B1 B2 2 S602 _________________ MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 MC 1 2 X 1 0 . 6 HSS8X4X1/4 MC12X10.6 B1 B1 B1 10 S601 _________________ 12 S601 _________________ B4 CS16 CS16CS16 CS16 CS16 C S 1 6 10 S601 _________________ 8 S601 _________________ 7 S601 _________________ B3 B2 B2 B2 B2 B2 B2 B2 B2 SIM TAG SIZE COMMENTSGRADEMIN. POST (SEE NOTE 1) - WOOD BEAM / HEADER SCHEDULE (SEE NOTE 2) B1 (2) 2x10 (2) 2x8 CAN BE USED FOR OPENINGS UP TO 4'-0" SPAN, U.N.O.DF #2 P1 -B2 (3) 2x10 DF #2 P2 -B3 (2) 1 3/4"x9 1/2" LVL 1.9E P2 -B4 (3) 2x12 DF #1 P3 -B5 (2) 1 3/4"x11 7/8" LVL 1.9E P3 -B6 (3) 1 3/4"x11 7/8" LVL 1.9E P4 -B7 3 1/8"x12" GLB -P4 -B8 (3) 1 3/4"x14" LVL 1.9E P5 NOTE: 1.POST SIZE FOR BEAM TAGS PROVIDED ABOVE ARE MIN REQUIRED UNO. CONTRACTOR IS TO VERIFY ON PLAN IF LARGER POST SIZE IS REQUIRED. 2.ALL EXTERIOR WOOD HEADER BEAMS ARE TO BE 'B2' UNO. ALL INTERIOR WOOD HEADER BEAMS ARE TO BE 'B1' UNO. 3.FOR TYP HEADER FRAMING AT EXTERIOR WALL OPENINGS SEE DETAIL. 4.SEE DETAIL (1/S302) FOR BUILT UP BEAM/HEADER FASTENING REQUIREMENTS. LEVEL SIZE SPACING (MAX)GRADE REMARKS WOOD FRAMED WALL SCHEDULE --1 (INTERIOR)2 x 6 16" oc DF # 2 --1 (EXTERIOR)2 x 6 16" oc DF # 2 --2 (INTERIOR)2 x 6 24" oc DF # 2 --2 (EXTERIOR)2 x 6 24" oc DF # 2 --3 (INTERIOR)2 x 6 24" oc DF # 2 --3 (EXTERIOR)2 x 6 24" oc DF # 2 TAG LEVEL GRADE WOOD COLUMN SCHEDULE SIZE 1 DF #2(2) 2x6 P1 2 DF #2(2) 2x6 NOTE: 1.SEE DETAIL (1/S302) FOR BUILT UP POST/COLUMN FASTENING REQUIREMENTS. 2.SEE PLAN NOTE #11 FOR EXTERIOR WALL CONDITIONS 3 DF #22x6 1 DF #2(3) 2x6 P2 2 DF #2(2) 2x6 3 DF #2(2) 2x6 1 DF #2(3) 2x6 P3 2 DF #2(2) 2x6 3 DF #2(2) 2x6 1 DF #2(3) 2x6 P4 2 DF #2(3) 2x6 3 DF #2(2) 2x6 1 DF #16x6 P5 2 DF #2(3) 2x6 3 DF #2(2) 2x6 1 DF #16x6 P6 2 DF #2(3) 2x6 3 DF #2(3) 2x6 1 DF #16x6 P7 2 DF #16x6 3 DF #16x6 WOOD POST/COLUMN SCHEDULE u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH LEVEL 3 FLOOR FRAMING PLAN June 27, 2018 PERMIT SET S203 18029 N1/8" = 1'-0"1 LEVEL 3 FLOOR FRAMING PLAN 3 1/4" LW CONC OVER 2" MTL DECK SW-x WOOD SHEAR WALL TAG WITH ASTRIKS INDICATES STRAP OPENING PER SW SCHED ** STEEL COLUMN, SEE SCHED ON (S301) SW-x WOOD SHEAR WALL TAG, SEE SCHED WOOD SHEARWALL, DASHED LINE INDICATES SIDE OF WALL TO RECEIVE SHEATHING, SEE SCHED WOOD BRG WALL, SEE SCHED FLOOR SHEATHING ORIENTATION, SEE SHEATHING SCHEDULE FOR THICKNESS, SPAN RATING AND NAILING REQUIREMENTS(x ) T S (x ) K S INDICATES NUMBER OF TRIMMER STUDS INDICATES NUMBER OF KING STUDS WALL ABOVE WOOD COLUMN FLOOR FRAMING PLAN NOTES MARKS AND SYMBOL LEGEND SECTION MARK SHEET NUMBER - Sxxx 1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. VERIFY ALL FLOOR OPENINGS FOR MECHANICAL SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL DRAWINGS. 3. SEE FLOOR FRAMING DETAILS FOR FRAMING AROUND ALL OPENINGS. 4. ALL SHEATHING SHALL HAVE STRENGTH AXIS (FACE GRAIN) PERPENDICULAR TO FRAMING MEMBERS UNLESS NOTED OTHERWISE. REFER TO SCHEDULE FOR SHEATHING TYPE AND NAILING REQUIREMENTS. 5. SEE THE MINIMUM NAILING SCHEDULE FOR CONNECTIONS NOT SPECIFICALLY DETAILED. 6. SEE SCHEDULES FOR PIPE PENETRATIONS THROUGH WOOD WALL TOP PLATES. 7. FOR BUILT UP BEAMS AND COLUMNS, SEE FRAMING DETAILS. 8. IF TIE DOWN POST AND FULL HEIGHT BEARING POST OCCUR AT THE SAME LOCATION, USE LARGER OF POSTS SPECIFIED. 9. SEE FRAMING SCHEDULES FOR TYPICAL BEARING STUDS AND KING STUDS AT WALL OPENINGS. 10. SEE SHEARWALL SCHEDULE FOR TOP PLATE SPLICING REQUIRMENTS FOR WOOD SHEARWALL. 11. ALL EXTERIOR WALLS ARE (SW-1) UNLESS NOTED OTHERWISE, SEE SHEAR WALL SHEATHING SCHEDULE. 12. CONTRACTOR SHALL BE RESPONSIBLE TO PROPERLY BRACE WALLS, BEAMS, TRUSSES, ETC. AS NECESSARY DURING CONSTRUCTION. 07/02/2018 A A B B C C C.5 C.5 D D E E F F 1 1 2 2 3 3 4 4 3.8 3.8 2.5 2.5 **SW-1 SW -1 SW-1 SW -1 * * SW -1 SW -1 SW -1 SW -1 **SW-1 SW -1 SW -1 SW -1 SW -1 SW -1 **SW-1 SW -1 SW -1 SW -1 SW-1 SW -1 SW -1 SW -1 SW -1 **SW-1 **SW-1 SW -1 SW-1 SW-1 SW -1 SW -1 SW -1 **SW-1 SW -1 SW -1 **SW -1 SW -1 SW -1 B2B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B24x64x6PFT A T 2 '-0 "o c 40' - 7 1/2"9' - 11 1/2"25' - 0 1/4"25' - 0 1/4"9' - 11 1/2"40' - 7 1/2" 25 ' - 0 " 12 ' - 6 " 12 ' - 6 " 19 ' - 8 " 5' - 4 " 2 S701 _________________ 2 S701 _________________ 10 S701 _________________ 3 S701 _________________ B6 B6 10 S701 _________________ 1 S701 _________________ 8 S701 _________________ 7 S701 _________________ 3 S701 _________________ B7 B7 8 S701 _________________ 1 S701 _________________ 9 S701 _________________ 10 S701 _________________ B7 8 S701 _________________ 3 S701 _________________ 1 S701 _________________ 10 S701 _________________ 2 S701 _________________ 3 S701 _________________ B6 B6 9 S701 _________________ B7 2 S701 _________________ 10 S701 _________________ 1 S701 _________________ 7 S701 _________________ 8 S701 _________________ 7 S701 _________________ B2 B2 B2 B2 B2 B2 B2 B2 2 S701 _________________ 2x6 AT 2'-0"oc TYP 2x6 AT 2'-0"oc TYP GT GT GT GT TAG LEVEL GRADE WOOD COLUMN SCHEDULE SIZE 1 DF #2(2) 2x6 P1 2 DF #2(2) 2x6 NOTE: 1.SEE DETAIL (1/S302) FOR BUILT UP POST/COLUMN FASTENING REQUIREMENTS. 2.SEE PLAN NOTE #11 FOR EXTERIOR WALL CONDITIONS 3 DF #22x6 1 DF #2(3) 2x6 P2 2 DF #2(2) 2x6 3 DF #2(2) 2x6 1 DF #2(3) 2x6 P3 2 DF #2(2) 2x6 3 DF #2(2) 2x6 1 DF #2(3) 2x6 P4 2 DF #2(3) 2x6 3 DF #2(2) 2x6 1 DF #16x6 P5 2 DF #2(3) 2x6 3 DF #2(2) 2x6 1 DF #16x6 P6 2 DF #2(3) 2x6 3 DF #2(3) 2x6 1 DF #16x6 P7 2 DF #16x6 3 DF #16x6 WOOD POST/COLUMN SCHEDULE LEVEL SIZE SPACING (MAX)GRADE REMARKS WOOD FRAMED WALL SCHEDULE --1 (INTERIOR)2 x 6 16" oc DF # 2 --1 (EXTERIOR)2 x 6 16" oc DF # 2 --2 (INTERIOR)2 x 6 24" oc DF # 2 --2 (EXTERIOR)2 x 6 24" oc DF # 2 --3 (INTERIOR)2 x 6 24" oc DF # 2 --3 (EXTERIOR)2 x 6 24" oc DF # 2 TAG SIZE COMMENTSGRADEMIN. POST (SEE NOTE 1) - WOOD BEAM / HEADER SCHEDULE (SEE NOTE 2) B1 (2) 2x10 (2) 2x8 CAN BE USED FOR OPENINGS UP TO 4'-0" SPAN, U.N.O.DF #2 P1 -B2 (3) 2x10 DF #2 P2 -B3 (2) 1 3/4"x9 1/2" LVL 1.9E P2 -B4 (3) 2x12 DF #1 P3 -B5 (2) 1 3/4"x11 7/8" LVL 1.9E P3 -B6 (3) 1 3/4"x11 7/8" LVL 1.9E P4 -B7 3 1/8"x12" GLB -P4 -B8 (3) 1 3/4"x14" LVL 1.9E P5 NOTE: 1.POST SIZE FOR BEAM TAGS PROVIDED ABOVE ARE MIN REQUIRED UNO. CONTRACTOR IS TO VERIFY ON PLAN IF LARGER POST SIZE IS REQUIRED. 2.ALL EXTERIOR WOOD HEADER BEAMS ARE TO BE 'B2' UNO. ALL INTERIOR WOOD HEADER BEAMS ARE TO BE 'B1' UNO. 3.FOR TYP HEADER FRAMING AT EXTERIOR WALL OPENINGS SEE DETAIL. 4.SEE DETAIL (1/S302) FOR BUILT UP BEAM/HEADER FASTENING REQUIREMENTS. u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH ROOF FRAMING PLAN June 27, 2018 PERMIT SET S204 18029 N1/8" = 1'-0"1 ROOF FRAMING PLAN ROOF OVERBUILD, SEE DETAILS SW-x WOOD SHEAR WALL TAG, SEE SCHED WOOD SHEARWALL, DASHED LINE INDICATES SIDE OF WALL TO RECEIVE SHEATHING, SEE SCHED WOOD BRG WALL, SEE SCHED ROOF SHEATHING ORIENTATION, SEE SHEATHING SCHEDULE FOR THICKNESS, SPAN RATING AND NAILING REQUIREMENTS(x ) T S (x ) K S INDICATES NUMBER OF TRIMMER STUDS INDICATES NUMBER OF KING STUDS WALL ABOVE WOOD COLUMN ROOF FRAMING PLAN NOTES MARKS AND SYMBOL LEGEND SECTION MARK SHEET NUMBER - Sxxx 1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS 2. VERIFY ROOF SLOPES, DRAINS, AND DECK BEARING ELEVATIONS WITH ARCHITECTURAL DRAWINGS. SEE ROOF FRAMING DETAILS. 3. REFER TO ARCHITECTURAL DRAWINGS FOR ALL CEILING ELEVATIONS AND SOFFIT ELEVATIONS AND DETAILS. 4. ALL ROOF SHEATHING SHALL HAVE STRENGTH AXIS (FACE GRAIN) PERPENDICULAR TO FRAMING MEMBERS. UNLESS NOTED OTHERWISE. REFER TO SCHEDULE FOR SHEATHING TYPE AND NAILING SCHEDULE ON SHEET (S301). 5. REFER TO GENERAL STRUCTURAL NOTES ON SHEET (S101) FOR DESIGN LOADS OF ROOF TRUSSES. 6. ALL TRUSS DETAILS, AND TRUSS TO GIRDER TRUSS DETAILS SHALL BE PROVIDED BY THE TRUSS MANUFACTURER. 7. TRUSS MANUFACTURER SHALL VERIFY ALL CEILING ELEVATIONS AND SPECIAL CONDITIONS PRIOR TO FABRICATION. 8. ALL GIRDER TRUSS BEARING LOCATIONS SHALL BE MULTIPLE STUDS, OR POSTS, AND SHALL BE OF CONTINUOUS FRAMING TO THE FOUNDATION LEVEL. SEE PLANS AND SCHEDULE. 9. CONTRACTOR SHALL BE RESPONSIBLE TO PROPERLY BRACE, WALLS, BEAMS, TRUSSES, ETC. AS REQUIRED DURING CONSTRUCTION. 10. SEE THE MINIMUM NAILING SCHEDULE FOR CONNECTIONS NOT SPECIFICALLY DETAILED. 11. SEE SCHEDULE FOR PIPE PENETRATIONS THROUGH WOOD WALL TOP PLATES. 12. FOR BUILT UP BEAMS AND COLUMNS, SEE FRAMING DETAILS. 13. IF TIE DOWN POST AND FULL HEIGHT BEARING POST OCCUR AT THE SAME LOCATION, USE LARGER OF POSTS SPECIFIED. 14. SEE FRAMING DETAILS FOR TYPICAL BEARING STUDS AND KING STUDS AT WALL OPENINGS. 15. ALL EXTERIOR WALLS, ARE (SW-1) UNLESS NOTED OTHERWISE. SEE SHEAR WALL SHEATHING SCHEDULE. 07/02/2018 TYPICAL FOOTING SECTION TYP FTG REINF 3" C L R 3" CLR 3" CLREQEQEQ CONCRETE FOOTING NOTES: 1. PLACE ALL FOOTING REINFORCING IN BOTTOM OF FOOTING WITH 3" CLEAR CONCRETE COVER, UNLESS NOTED OTHERWISE. 2. TOP REINFORCING, WHERE SPECIFIED, SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2" MINIMUM CONCRETE COVER. 3. IF FOOTINGS ARE EARTH FORMED, FOOTING WIDTH AND LENGTH SHALL BE 6" WIDER AND LONGER THAN SCHEDULED. 4. SEE GENERAL STRUCTURAL NOTES FOR ALL OTHER REQUIREMENTS. 5. NOT ALL FOOTINGS ARE USED, SEE FOUNDATION PLAN FOR FOOTING MARKS. 6. RUN CONTINUOUS BARS IN 'FC' FOOTING THROUGH INTERSECTED 'FS' FOOTINGS. C3000-S3000 FS3.0 3 '-0"3 #5 2 '-6"EQ 2 '-6"#53 '-0"12"EQ3 CONCRETE FOOTING SCHEDULE MARK WIDTH NO SPACING REINFORCING CROSSWISE COMMENTSLENGTH SIZE LENGTH NO SPACING REINFORCING LENGTHWISE SIZE LENGTH DEPTH CONT CONTFC2.0 2 '-0"12"3 #4 EQ CONT CONTFTS2.0 2 '-0"12"3 #4 EQ FS3.5 3 '-6"3 #5 3 '-0"EQ 3 '-0"#53 '-6"12"EQ3 FS4.0 4 '-0"4 #5 3 '-6"EQ 3 '-6"#54 '-0"12"EQ4 FS4.5 4 '-6"4 #5 4 '-0"EQ 4 '-0"#54 '-6"12"EQ4 FS5.0 5 '-0"5 #5 4 '-6"EQ 4 '-6"#55 '-0"13"EQ5 FS5.5 5 '-6"6 #5 5 '-0"EQ 5 '-0"#55 '-6"14"EQ6 FS6.0 6 '-0"7 #5 5 '-6"EQ 5 '-6"#56 '-0"15"EQ7 TYPE "A" EQ EQ VERT REINF HORIZ REINF WALL REINFORCEMENT PLACEMENT TYPES: CONCRETE WALL NOTES: 1.SEE GENERAL STRUCTURAL NOTES FOR COVER AND OTHER REQUIREMENTS NOT NOTED IN SCHEDULE. 2.PLACE STEEL IN THE CENTER OF THE WALL (EXCEPT TYPE 'B' AND RETAINING WALLS). WALLS THICKER THAN 10" SHALL HAVE TWO CURTAINS OF REINFORCEMENT (PLACED NEAR EA FACE OF THE WALL), UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. MARK THICKNESS REINFORCING VERTICAL COMMENTS HORIZONTAL TOP AND BOTTOM WALL TYPE CONCRETE WALL CW-1 8"(1) #4 AT16"oc (1) #4 AT16"oc (1) #4 A __ CW-2 10"(1) #5 AT16"oc (1) #5 AT16"oc (1) #5 A __ CONCRETE REINFORCING BAR LAP SPLICE NOTES: 1. THIS SCHEDULE SHALL BE USED FOR ALL SPLICES, UNLESS NOTED OTHERWISE. 2. HORIZONTAL BARS ARE CLASSIFIED AS TOP BARS WHERE 12", OR MORE, OF FRESH CONCRETE IS CAST BELOW THE REINFORCING BARS. 3. CLASS 'B' SPLICES SHALL BE USED FOR ALL SPLICES UNLESS NOTED OTHERWISE. 4. TIES AND STIRRUPS SHALL NOT BE SPLICED. 5. FOR ALL LIGHTWEIGHT CONCRETE, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3. 6. FOR ALL EPOXY COATED BARS, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3 FOR TOP BARS AND 1.5 FOR REGULAR BARS. 7. LAP LENGTHS SHALL BE MULTIPLIED BY 1.25 AT SHEARWALL BOUNDARY ELEMENTS. 8. DEVELOPMENT LENGTH 'Ld' IS EQUAL TO CLASS 'A' SPLICE. 45° BEND 180° HOOK 135° HOOK (SCISMIC) OFFSET D D D D D 4d OR 2 1/2" MIN D d d 12 2 D d 12 d 6d O R 3 " MIN 90° HOOK D = 6d FOR #3 -#8 D = 8d FOR #9 -#11 D = 10d FOR #14 -# 18 CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE REGULAR TOP CLASS CLASS A B A B BAR SIZE f'c = 3000 PSI #3 17"22"22"28" #4 22"29"29"38" #5 28"36"36"47" #6 33"43"43"56" #7 48"63"63"81" #8 55"72"72"93" #9 62"81"81"105" #10 70"91"91"118" #11 78"101"101"131" REGULAR TOP CLASS CLASS A B A B f'c = 4000 PSI 15"19"19"25" 19"25"25"33" 24"31"31"41" 29"37"37"49" 42"54"54"71" 48"62"62"81" 54"70"70"91" 61"79"79"102" 67"87"87"114" REGULAR TOP CLASS CLASS A B A B f'c = 4500 PSI 14"18"18"23" 18"24"24"31" 23"30"30"38" 27"35"35"46" 40"51"51"67" 45"59"59"76" 51"66"66"86" 57"74"74"96" 64"82"82"107" REGULAR TOP CLASS CLASS A B A B f'c = 5000 PSI 13"17"17"22" 17"23"23"29" 22"28"28"36" 26"34"34"49" 38"49"49"63" 43"56"56"72" 48"63"63"81" 54"71"71"92" 60"78"78"102" CONCRETE PIER NOTES: 1. INSTALL (3) SETS OF TIES AT 3"oc AT TOP OF ALL PIERS (UNO). 2. ALTERNATE POSITION OF HOOKS IN PLACING SUCCESSIVE SETS OF TIES. MARK PIER SIZE TYPEREINFORCING VERTICAL TIES COMMENTS CONCRETE PIER SCHEDULE CP -1 36" x 36"A(16) # 6 #3 AT8"oc TYPE "A" 36" 36 " MARK SIZE STEEL BASE PLATE STEEL CAP PLATE THICKNESS COMMENTS STEEL COLUMN SCHEDULE SC-1 HSS4x4x1/4"3/4" (SBP -2)3/4"x SC-2 HSS6x6x5/16"3/4" (SBP -1)1/2" STEEL COLUMN NOTES: 1. UNLESS NOTED OTHERWISE, ALL COLUMNS SHALL BE INSTALLED WITH 3/4"Ø HEADED (OR DOUBLE NUT) ANCHOR BOLTS. PROJECT ANCHOR BOLTS 3" MINIMUM ABOVE THE TOP OF THE BASE PLATE. EMBEDMENT SHALL BE 9" MINIMUM U.N.O. ON PLAN OR DETAILS. ALL BOLTS SHALL BE INSTALLED WITH HARDENED WASHERS BENEATH THE NUT. ANY BOLT HOLES LARGER THAN THE BOLT DIAMETER PLUS 5/16" SHALL HAVE A PLATE WASHERS INSTALLED BENEATH THE HARDENED WASHERS. 2. ANCHOR BOLTS SHALL NOT BE WELDED (INCLUDING TACK WELDS). 3. IF DESIRED SPLICE LOCATIONS DIFFER FROM THOSE LEVELS SHOWN ON PLAN, NOTIFY STRUCTURAL ENGINEER PRIOR TO FABRICATION. WRITTEN APPROVAL REQUIRED. 4. ALL CAP PLATE BOLTS SHALL BE 3/4"Ø A325N BOLTS, TYPICAL UNLESS NOTED OTHERWISE. 5. SEE GENERAL STRUCTURAL NOTES FOR OTHER REQUIREMENTS. 6. ERECTION AIDS TO BE REMOVED AFTER COLUMN SPLICING. STEEL COLUMN BASE PLATE TYPES: BASE PL LEGEND: 'co' = 1/2" MINIMUM 'ed' = 1 1/2" MINIMUM 'bc' = 3" MINIMUM CAP PL LEGEND: 'co'=1/2" MINIMUM 'ed'=1 1/2" MINIMUM 'bc'=BEAM OR GIRDER GAGE 'w'=BEAM OR GIRDER GAGE + 3" OR BEAM OR GIRDER FLANGE WIDTH + 1" OR COLUMN WIDTH + 1" WHICHEVER IS GREATER BASE PL ELEVATION 'ed''ed' 'e d ' 'co''co' 'e d ' 'ed' BASE PL SBP-1 BASE PL SBP-2 BASE PL SBP-1 'e d ' 'ed' 'ed' 'e d ' 'e d ' 'e d ' 'co''co' 'e d ' CAP PL SCP-1 'e d ' 'co''co' CAP PL SCP-2 'e d ' 'e d ' 'w''w' 'bc''ed' 1/4TYP, UNO 1/4TYP, UNO 5" 9" T Y P ( U . N . O . ) 'LSTHD/STHD' TYPE HOLDOWN, USE 'LSTDHRJ/STHDRJ ' MODEL WHERE RIM JST EXISTS HOLDDOWN POST, EDGE NAILING SHEATHING TO POST FULL HEIGHT, SEE DETAILS FOR REQD CONNECTION OF POSTS SILL PL, SEE SHEARWALL SCHED #4 REBAR w/ MIN LENGTH OF 2x EMBED LENGTH + 12" MIN EDGE DIST TO CONC CORNER NOTES: 1. INCREASE FOOTING DEPTH WHERE EMBEDMENT LENGTH PLUS 3" IS GREATER THAN FOOTING DEPTH SPECIFIED. 2. ALL HOLDOWNS SPECIFIED ARE 'SIMPSON STRONG TIE', SEE GSN FOR SUBSTITUTIONS. 3. (RJ) INDICATES 'RIM JOIST', USE 'RJ' MODEL WHERE RIM JST IS PRESENT REGARDLESS OF MODEL SPECIFIED ON PLAN. MARK REQUIRED NAILS HOLDOWN POST 'LSTHD/STHD' TYPE HOLDOWN SCHEDULE MIN EDGE DISTANCE EMBEDMENT DEPTH LSTHD8 (2) 2x (24) 16d 1 1/2"0' -8" STHD10 (3) 2x (28) 16d 1 1/2"0' -10" STHD14 (3) 2x (38) 16d 1 1/2"1' -2" NO SCALE:S301 1 CONCRETE FOOTING SCHEDULE NO SCALE:S301 2 CONCRETE WALL SCHEDULE NO SCALE:S301 3 CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE / BAR BENDING DIAGRAMS NO SCALE:S301 5 CONCRETE PIER SCHEDULE u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH SCHEDULES June 27, 2018 PERMIT SET S301 18029 NO SCALE:S301 6 STEEL COLUMN SCHEDULE NO SCALE:S301 4 LSTHD TYPE HOLDOWN SCHEDULE 07/02/2018 SW/EN HD WHERE APPLIES FIELD NAIL SW/EN 1/ 1 6 " G A P A T S H E A T H I N G S I D E J O I N T S 1/8" GAP AT SHEATHING END JOINTS SW/EN TO UPPER TOP PL BLK ALL JOINTS SILL PL, USE 3x WHERE REQD BY SCHED EDGE OF WOOD SHEATHING SHEETS CTR ON STUDS AND BLKS SW/EN JOINT STUD, USE 3x WHERE REQD BY SCHED TYPE WOOD SHEATHING SHEETS MAY BE INSTALLED VERT NOTES: 1. MINIMUM NAIL PENETRATION INTO FRAMING, 8d = 1 1/2", 10d = 1 5/8" 2. USE COMMON NAILS. (8d DIAMETER = 0.131", 10d DIAMETER = 0.148") 3. ALL ANCHOR BOLTS SHALL HAVE A 3"x3"x1/4" PLATE WASHER. 4. ALL ANCHORS BOLTS SHALL HAVE A MINIMUN EMBEDMENT DEPTH OF 7". 5. WHERE (2) 2x SILL PLATES ARE USED, THE 1ST PLATE SHALL BE NAILED TO THE FLOOR BELOW. THEN THE SECOND PLATE w/ EA PLATE HAVING SPECIFIED NAILING. WHERE 3x PLATES ARE USED FASTEN w/ 16d NAILS 4 1/4" MIN. OR USE 1/4" x 4 1/2" SDS SCREWS AT 6"oc SILL PLATE BOLTING TO CONCRETE STRAPPING AT OPENINGS IN SHEARWALLS TYPICAL TOP PLATE SPLICE SCHEDULE AT PIPE HOLE SIZE STRAPS TOP PLATE SPLICE SCHEDULE D W EQUAL ±W/4 EA END ST2122 WITH (4) 16d ST2215 WITH (6) 16d EA END NONE REQUIRED C OF PIPE AND STRAP OVER 2/3 LESS THAN 2/3 STUD WIDTH STUD WIDTH STUD WIDTH DBL TOP PL STRAP EA SIDE PER TABLE L LESS THAN 1/3 AB SIZE AND SPACING SEE SW SCHEDULE FOR 5/8" AT 32"oc TYP, UNO 12" MAXIMUM D = 6" MINIMUM, WHERE SILL PL IS DRILLED OR NOTCHED MORE THAN 1/3 WIDTH, INSTLL AB EA SIDE OF NOTCH KING STUD HEADER, SEE PLAN SIMPSON CS16 STRAP DBL 2x X CONT SILL PL NO SPLICE EDGE NAIL SHEATHING ALL AROUND OPNG FULL HEIGHT OF KING STUD AND FULL LENGTH OF BLOCKS CONT ROD HD, WHERE APPLIES TYP ELEVATION (2) 16d AT 3"oc ((16) 16d MIN EA SIDE OF EA SPLICE) SPLICE SPLICE BOTT PL OVER STUD TYP STUDS TOP PLATE SPLICE DETAIL 2x FLAT BLOCK TO RECEIVE STRAP NAILING TYP MIN DISTANCE BTWN SPLICES, SEE SCHED 4'-0" (MIN) LAP W D D D D D PLAN VIEW MAX 1/2" PLYWOOD SHEATHING BOTT PL PL WASHER 3"x3"x1/4" ANCHOR BOLT AND NUT NOTE: WASHER TO EXTEND TO W/IN 1/2" OF SHEATHING, LARGER WASHERS MAY BE REQD IF BOLTS ARE NOT OFFSET IN BOTT PL AS SHOWN MARK WOOD SHEATHING THICKNESS NAIL SIZE EDGE NAIL FIELD NAIL SILL BOLTING TO WOOD SILL NAILING TO WOOD JOINT STUD, BLKG, SILL WOOD SHEATHING SHEARWALL SCHEDULE SHEATHING BOTH SIDES NoSW-1 7/16"8d 6"oc 12"oc 16d AT 10"oc2x 5/8"Ø AT 32"oc NoSW-2 7/16"8d 4"oc 12"oc 16d AT 8"oc2x 5/8"Ø AT 32"oc NoSW-3 7/16"8d 3"oc 12"oc 16d AT 6"oc2x 5/8"Ø AT 24"oc PROVIDE 'SIMPSON' STRAP WHEN NOTED ON PLAN. SIZE SEE PLAN. PL SIZE REQD NAILS EA SIDE OF SPLICE (22) 16d NAILS2x4 (MIN) DISTANCE BTWN SPLICES 4'-0" 2 ROWS OF (18) 16d NAILS2x66'-0" 'SIMPSON' COIL STRAP NAIL SIZE 10dCS16 STRAP LENGTH 'L' BEYOND EA SIDE OF OPENING 2'-0" SHEATHING SCHEDULE AT ROOF AND FLOOR PLYWOOD SHEATHING NOTES: 1.MINIMUM NAIL PENETRATION INTO FRAMING 8d-1 1/2", 10d-1 5/8". 2.USE SCREW SHANK NAILS AT FLOOR PLYWOOD. 3.USE COMMON NAILS. (8d DIAMETER = 0.131", 10d DIAMETER = 0.148") 4.GLUE AND NAIL FLOOR SHEATHING TO SUPPORTS. OTHER EDGE STAGGER JOINTS CONT EDGE FIELD NAILING 1/ 1 6 " G A P A T S I D E J O I N T S EDGE OF PLYWOOD SHEETS CTR ON JSTS AND BLOCKS 1/8" GAP AT END JOINTS LEDGER BN EN EDGE BLK, OMIT ONLY WHEN NOTED, USE 2x4 FLAT BLK, UNO LOCATION WOOD SHEATHING THICKNESS NAIL SIZE EDGE NAIL CONT EDGE OTHER EDGE EDGE BLOCK BOUNDARY NAIL FIELD NAIL ROOF 19/32"10d 6 6 612 NO FLOOR 23/32"10d 6 6 612 NO COIL STRAP TIEDOWN SCHEDULE TYP STUDS, SEE PLAN FOR SPACING ALT JST DIRECTION PROVIDE SOLID BLK WIDTH BLW TIE-DOWN POST NOTCH SHEATHING FOR STRAP SECTION POST, SEE PLAN WALL SHEATHING NOT SHOWN HERE FOR CLARITY. PLACE STRAP ON TOP OF PLYWOOD. FILL ALL NAIL HOLES. POST, SEE PLAN EN D L E N G T H CL E A R S P A N EN D L E N G T H STRAP TYP PROVIDE SOLID BLK FULL WIDTH BLW TIE-DOWN POST ATTACHMENT PER SW SCHED STRAP EA SIDE WHERE OCCURS SW EN, FULL HEIGHT OF TIEDOWN POST END OF SW MARK END LENGTH GAUGE TOTAL FASTENERS CS22 6"22 (10) 10d CS20 9"20 (12) 10d CS18 9"18 (16) 10d CS16 11"16 (20) 10d CS14 15"14 (26) 10d CMSTC16 20"16 (50) 16d CMST14 30"14 (66) 10d CMST12 39"12 (86) 10d NOTES: 1.CUT STRAP TO TWICE END LENGTH PLUS CLEAR SPAN. 8" 3 1 / 2 " 1 1/2" 8" 3 1 / 2 " 1 1/2" 0.131x3" NAILS (ONE SIDE) 0.131x3" NAILS (BOTH SIDES) 2-STUDS 3-STUDS BEARING STUDSSIZE OF OPENING COMMENTS OPENING FRAMING SCHEDULE KING STUDS LESS THAN 4'-0"1 --1 4'-0" TO 8'-0"2 --2 8'-0" TO 12'-0"3 --3 CONNECTION REQ'S ARE TYP U.N.O IN PLANS OR DETAILS (2) PLY MEMBERS (3) PLY MEMBERS (4) PLY MEMBERS 16d NAILS AT 12"oc EACH ROW. (2) ROWS AT 'h' <10", (3) ROWS AT 'h' > 10", STAGGER ROWS 5/8"Ø THRU BOLT AT 12" oc EA ROW, (2) ROWS AT EA FACE AT 'h' <10", (3) ROWS EA FACE AT 'h' > 10", STAGGER ROWS 16d AT 12"oc EA ROW (2) ROWS EA FACE AT 'h' < 10", (3) ROWS EA FACE AT 'h' >10", STAGGER ROWS BEARING STUD(S) SEE SCHEDULE ABOVE KING STUD(S) SEE SCHEDULE ABOVE (4) 16d EA END OF HDR 2x PL, CONT CRIPPLE STUDS HDR, SEE PLAN DBL TOP PL DBL BOTT PL FOR OPENINGS OVER 8'-0" (4) 16d EA SIDE NOTE:ALL STUDS SHALL BE (DF#2) 2x6. SOLE PL TO JST OR BLK, FACE NAIL BRDG TO JST, TOE NAIL EA END BLK BTWN JST OR RAFTERS TO TOP PL, TOE NAIL RIM JST TO TOP PL, TOE NAIL TOP PL TO STUD, END NAIL STUD TO SOLE PL, END NAIL DBL STUDS, FACE NAIL DBL TOP PL, FACE NAIL TOP PL, LAPS AT WALL INTERSECTION, FACE NAIL CONT HEADER, TWO PIECES CEILING JST TO PL, TOE NAIL CONT HEADER TO STUD, TOE NAIL CEILING JST, LAPS OVER PARTITIONS, FACE NAIL CEILING JST TO PARALLEL RAFTERS, FACE NAIL RAFTER TO PL, TOE NAIL 1" BRACE TO EA STUD AND PL, FACE NAIL BUILT-UP CORNER STUDS BUILT-UP GIRDER AND BM COLLAR TIE TO RAFTER, FACE NAIL JACK RAFTER TO HIP, TOE NAIL FACE NAIL ROOF RAFTER TO 2x RIDGE BM,TOE NAIL FACE NAIL JST TO BAND JST, FACE NAIL LEDGER STRIP, FACE NAIL PLYWOOD AND PARTICLEBOARD: SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 1/2" AND LESS 19/32" -1" 1 1/8" -1 1/4" COMBINATION SUB FLOOR - UNDERLAYMENT (TO FRAMING) 3/4" AND LESS 7/8" -1" 1 1/8" -1 1/4" MINIMUM NAILING NOTES: 1. NAILING SCHEDULE IS PER TABLE OF THE I.B.C. 2015. 2. NAILING REQUIREMENTS SHOWN HERE DO NOT REPLACE HARDWARE ON THE PLANS OR DETAILS. 3. ALL NAILS USED ARE COMMON NAILS. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS, EXCEPT 6" INCHES AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF DIAPHRAGMS AND SHEAR WALLS, REFER TO THE APPROPRIATE SCHEDULE. MINIMUM NAILING SCHEDULE CONNECTION NAILING 16d AT 1'-4"oc (2) 8d (3) 8d 8d AT 0'-6"oc (2) 16d (2) 16d 16d AT 2'-0"oc 16d AT 1'-4"oc (2) 16d 16d AT 1'-4"oc ALONG EA EDGE (3) 8d (4) 8d (3) 16d (3) 16d (3) 8d (2) 8d 16d AT 2'-0"oc 20d AT 32"oc AT TOP AND BOTT AND STAGGERED, (2) 20d AT ENDS AND AT EA SPLICE (3) 10d (3) 10d (2) 16d (2) 16d (2) 16d (3) 16d (3) 16d 8d 8d OR 10d 10d 8d 8d OR 10d 10d NO SCALE:S302 4 WOOD SHEATHING SHEARWALL SCHEDULE AND TYPICAL DETAILS NO SCALE:S302 2 SHEATHING SCHEDULE AT ROOF AND FLOOR NO SCALE:S302 5 COIL STRAP TIEDOWN SCHEDULE NO SCALE:S302 1 TYPICAL OPENING FRAMING SCHEDLE u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH SCHEDULES June 27, 2018 PERMIT SET S302 18029 NO SCALE:S302 3 MINIMUM NAILING SCHEDULE 07/02/2018 d ( V A R I E S ) CONC FTG, SEE SCHED STRUCT FILL SEE GSN d (VARIES) CONC WALL, SEE SCHED 'b' d (VARIES) REINF TO MATCH WALL BOTT OF TRENCH TO BE ABV THIS LINE BACKFILLE D TRENCH CONC FTG, SEE SCHED CONC WALL, SEE SCHED PIPE 2' - 0" MIN 6" 1 2 IF THIS DIM EXCEEDS 1'-6", DO NOT THICKEN FTG PIPE BELOW FOOTING 1/2" CLEAR 12" MIN 12" MIN 6" M I N PIPE THROUGH FOOTING 1/2" CLEAR 6" M I N THICKEN FTG THICKENED FTG LAP PROVIDE ADDITIONAL REINF AS SHOWN TO MATCH BAR THAT IS CUT PROVIDE SLEEVE FOR ALL PIPES PASSING THRU WALS AND FTGS 12" MIN 12" MIN CONT OR SPREAD FTG PROVIDE SLEEVE FOR ALL PIPES PASSING THRU WALS AND FTGS PERFORMED "T" QUICK JOINT OR SAWCUT WITHIN 24 HOURS OF POUR, USE TOOLED JOINTS AT EXT SLABS 4" SLAB ON GRADE CONTROL JOINT 4" SLAB ON GRADE CONSTRUCTION JOINT KEYED COLD JOINT OR MTL KEY INSTALL BACKER ROD IMMEDIATELY AFTER SAWCUTTING JOINTS t 1/ 4 S L A B TH I C K N E S S ( t ) DOWELS TO MATCH VERT WALL REINF 'Z' BARS TO MATCH CONT FTG REINF CONC FND WALL 3 '-4 " M A X H S E E S C H E D 't ' L = (2x STEP HEIGHT(MIN)) CONC FTG PROVIDE TRANSVERSE REINF IN VERT WALL TO MATCH FTG TRANSVERSE REINF PROVIDE 1/4" MAGNITUDE CONTINIOUS ROUGHENED SURFACE AT WALL/FTG INTERFACE ADDITIONAL VERT BARS AT CORNER TYP CORNER BARS TO MATCH WALL HORIZ BARS CONC WALL CORNER BARS TO MATCH WALL HORIZ BARS CONC WALL ADDITIONAL VERT BARS AT INTERSECTION TYP LA P L E N G T H , T Y P LAP LENGTH, TYP CONT 2x TREATED SILL PL w/ 0.145x2 1/2" POWDER DRIVEN PINS AT 32"oc MAX (MIN (2) EA PIECE) 12" FROM EA END OF EA PIECE MAX SLAB ON GRADE, SEE FTG AND FND PLAN 2x STUD WALL, SEE PLAN CONC FTG, SEE SCHED FOR SIZE AND REINF STL, SEE ARCH FOR TOP FTG ELEVATION SOG, SEE ARCH EXTERIOR FINISH, SEE ARCH ANCHOR BOLT, PROVIDE 7" (MIN) EMBED, SEE SHEARWALL SCHED CONC WALL, SEE SCHED FOR SIZE AND REINF 4" LAYER OF GRAVEL, TYP TOP & BOTT CONT REINF VERT WALL REINF CONC SLAB ON GRADE, SEE PLAN ROUGHENED SURFACE, TYP TREATED SILL PL SHEARWALL, SEE PLAN COL BASE, SEE SCHED EXT SLAB OR GRADE CONC FTG SEE PLAN CONC PIER SEE SCHED ROUGHEN SURFACE STEEL COL, SEE PLAN SE E A R C H DOWEL TO MATCH VERT WALL REINF, SIZE AND SPACING SEE ARCH FOR OPENING CONFIGURATION CONC SOG EXT SLAB OR GRADE T&B CONT REINF DOWEL TO MATCH VERT WALL REINF ABV CONC FTG CONC WALL 1 3 (MIN) WALL BYND 8" T Y P 2x4 BEVELED KEYWAY, CONT ROUGHEN SURFACE CONC FLR SLAB, SEE FTG AND FND PLAN THICKENED SLAB FTG, SEE SCHED FOR SIZE AND REINF WIDTH, SEE PLAN 2x STUD WALL, SEE PLAN SHEARWALL SHEATHING, SEE SCHED CONT BOTTOM PLATE 5/8"Ø ANCHOR BOLT w/ 3x3x1/4" PL AT 32"oc CONC SOG SEE PLAN EXT SLAB OR GRADE HORIZ WALL REINF VERT WALL REINF CONC FTG SEE SCHED FOR SIZE AND REINF STL CONC WALL SEE PLAN AND SCHED ROUGHEN SURFACE EN 2x SHEARWALL, SEE PLAN EXTERIOR FINISH, SEE ARCH NO SCALE:S501 1 TYPICAL COMPACTED STRUCTURAL FILL (IF REQUIRED) NO SCALE:S501 2 TYPICAL PIPE PARALLEL TO FOOTING NO SCALE:S501 3 TYPICAL PIPE PERPENDICULAR TO CONTINUOUS FOOTING NO SCALE:S501 4 TYPICAL SLAB ON GRADE JOINT NO SCALE:S501 5 TYPICAL FOOTING STEP AT CONCRETE FOUNDATION WALL NO SCALE:S501 6 TYPICAL CORNER WALL REINFORCING FOR SINGLE REINFORCED CONCRETE WALLS (PLAN VIEW) NO SCALE:S501 8 NON-BEARING STUD WALL DETAIL NO SCALE:S501 11 TYPICAL LOW FOUNDATION WALL AT SLAB ON GRADE NO SCALE:S501 9 STEEL COLUMN AT CONCRETE PIER NO SCALE:S501 10 FOUNDATION WALL AT OPENING DETAIL NO SCALE:S501 7 BEARING STUD WALL AT THICKENED SLAB NO SCALE:S501 12 TYPICAL EXTERIOR FOUNDATION WALL u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH FOOTING AND FOUNDATION DETAILS June 27, 2018 PERMIT SET S501 18029 07/02/2018 (2) #5xCONT BARS THICKENED CONC FTG 0' - 3" STAIR FRAMING WHERE OCCURS, SEE ARCH CONC SOG #5 AT 12"oc SE E P L A N CONC FLR SLAB, SEE FTG AND FND PLAN THICKENED SLAB FTG, SEE SCHED FOR SIZE AND REINF WIDTH, SEE PLAN 2x STUD WALL, SEE PLAN SHEARWALL SHEATHING, SEE SCHED CONT BOTTOM PLATE 5/8"Ø ANCHOR BOLT w/ 3x3x1/4" PL AT 32"oc STL COL w/ 5/8"Ø THREADED RODS AT 2'-0"oc, SEE PLAN BASE PL, SEE SCHED 1 1/2" NON-SHRINK GROUT SLAB ON GRADE CONC WALL, SEE PLAN CONC FTG, SEE PLAN NO SCALE:S502 1 THICKENED SLAB AT BASE OF STAIRS u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH FOOTING AND FOUNDATION DETAILS June 27, 2018 PERMIT SET S502 18029 NO SCALE:S502 2 BEARING STUD WALL AT THICKENED SLAB NO SCALE:S502 3 STEEL COLUMN TO FOUNDATION WALL 07/02/2018 WALL PARALLEL TO JST PERP TO JST FLR JSTs 1/2" CELOTEX TYP BM 3" BOX NAILS TOE NAILED AT 12"oc EA SIDE SIMPSON STC CLIP AT 48"oc FLR JSTs 1/2" CELOTEX TYP HOLD DOWN POST SHEAR WALL EDGE NAILING STAGGERED SHEARWALL EDGE NAILING STAGGERED TO HOLD DOWN POST HOLD DOWN POST SCHEDULED S.W./ PLY, TYP. SHEARWALL EDGE NAILING, STAGGERED DOOR OR WINDOW JAMB COLUMN FLOOR JST SEE PLAN FLOOR BEAM SEE FLOOR FRAMING PLAN 'SIMPSON' TOP FLANGE HANGER 'SIMPSON' TOP FLANGE HANGER FLOOR SHEATHING SEE FLOOR FRAMING PLAN WEB STIFFENER FLOOR JST, SEE PLAN PROVIDE (1) 2x KING STUD ON EACH SIDE OF BM POCKET w/ (3) 16d NAILS IN EACH SIDE OF BM TYP WALL 2x PLATES PROVIDE 2x INFILL FOR WIDTH OF BM, U.N.O. SEE PLAN FOR ADDITIONAL BEARING POST REQUIREMENT TYP 2x STUD WALL, SEE PLAN TYP 2x STUD WALL, SEE PLAN WALL SHEATHING, SEE PLAN SILL NAILING, SEE SCHED SW EN FLR SHEATHING, SEE SCHED 1 1/4" LSL BLKG SW EN SIMPSON A35 AT 32"oc FLR JST, SEE PLAN GYPRETE, SEE ARCH FLR JST SEE PLAN 'SIMPSON' A35, EA SIDE OF COL AND SQUASH BLK FULL DEPTH x FULL WALL WIDTH SQUASH BLK AT BRG PL, BLK MATERIAL TO MATCH COL MATERIAL WEB STIFFENER BY JOIST SUPPLIER FLR SHEATHING, SEE PLAN WOOD COL, IN 2x SHEARWALL SEE PLAN BN EDGE NAILING FLR JST, SEE PLAN WEB STIFFENER BY JOIST SUPPLIER FLR SHEATHING, SEE PLAN WOOD COL, IN 2x SHEARWALL SEE PLAN FLR SHEATHING, SEE SCHED TYP JST, SEE PLAN HDR, AS OCCURS BN BN SILL NAILING TO WOOD, SEE SCHED FULL DEPTH RIM BOARD SHEARWALL, SEE PLAN SHEARWALL, SEE PLAN 'SIMPSON' A35 AT 16"oc FLR JST, SEE PLAN FLR SHEATHING, SEE SCHEDGYPRETE, SEE ARCH A35 AT 16"oc BN NAILING 1 1/4" LSL RIM BOARD BN SILL NAILING PER SHEARWALL SCHED WEB STIFFENER BY JOIST SUPPLIER FLOOR SHEATHING, SEE PLAN FLOOR FRAMING, SEE PLAN 2x STUD WALL, SEE PLAN SHEARWALL SHEATHING, SEE PLAN HEADER/BM WHERE OCCURS SEE PLAN GYPRETE, SEE ARCH A35 AT 24"oc BN 1 1/4" LSL RIM BOARD BN SILL NAILING PER SHEARWALL SCHED JST BLK AT 24"oc LAST BAY ONLY FLOOR SHEATHING, SEE PLAN 2x STUD WALL, SEE PLAN SHEARWALL SHEATHING, SEE PLAN HEADER/BM WHERE OCCURS SEE PLAN (4) 10d AT EA BLK FLOOR FRAMING, SEE PLAN SHEARWALL, SEE PLAN GYPRETE, SEE ARCH SILL NAILING, SEE SCHED SW EN FLR SHEATHING, SEE PLAN FLR JST, SEE PLAN SW EN WALL SHEATHING, SEE PLAN SIMPSON A35 AT 32"oc 1-1/4" LSL RIM BOARD GYPRETE, SEE ARCH SEE ARCH SILL NAILING, SEE SCHED SW EN FLR SHEATHING, SEE PLAN FLR JST BLK AT 24"oc SW EN WALL SHEATHING, SEE PLAN SIMPSON A35 AT 32"oc 1-1/4" LSL RIM BOARD SEE ARCH GYPRETE, SEE ARCH BN 2x8 LEDGER w/ (3) SIMPSON SDS SCREWS AT 16"oc SEE (8/S601) FOR JST AT EXTERIOR WALL FLR SHEATHING, SEE SCHED DECK BEAM, SEE PLAN SIMPSON HANGER NO SCALE:S601 1 TYPICAL NON-BEARING WALL TO FLOOR JOIST NO SCALE:S601 2 TYPICAL HOLDOWNS AT ENDS OF SHEARWALLS NO SCALE:S601 5 JOIST TO FLOOR BEAM DETAIL NO SCALE:S601 6 BEAM BEARING POCKET AT WALL DETAIL NO SCALE:S601 3 FLOOR JOIST AT INTERIOR SHEARWALL NO SCALE:S601 4 TYPICAL WOOD COLUMN AT WOOD WALL NO SCALE:S601 9 TYPICAL INTERIOR BEARING WALL NO SCALE:S601 7 WOOD JOIST AT EXTERIOR WALL (PERPINDICULAR) NO SCALE:S601 8 WOOD JOIST AT EXTERIOR WALL (PARALLEL) u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH FLOOR FRAMING DETAILS June 27, 2018 PERMIT SET S601 18029 NO SCALE:S601 10 PARTY WALL DETAIL NO SCALE:S601 11 PARTY WALL DETAIL NO SCALE:S601 12 DECK DETAIL 07/02/2018 BN ROOF SHEATHING, SEE SCHED 2x8 LEDGER w/ (3) SIMPSON SDS SCREWS AT 16"oc FULL DEPTH BLKG DECK JST, SEE PLAN SIMPSON H1 AT EA JST SEE (7/S601) FOR JST AT EXTERIOR WALL BN GYPRETE, SEE ARCH LIGHT WEIGHT CONC, SEE ARCH FLR SHEATHING, SEE SCHED FLR JST, SEE PLAN FLR JST, SEE PLAN GYPCRETE, SEE ARCH JST BLK AT 16"oc 1 1/4" LSL BLKG A35 AT 16"oc 16d AT 6"oc 2x BLK BN SW EN SILL NAILING WEB STIFF BY MFG LIGHT WEIGHT CONC, SEE ARCH FLR SHEATHING, SEE SCHED FLR JST, SEE PLAN FLR JST, SEE PLAN GYPCRETE, SEE ARCH JST BLK AT 16"oc 1 1/4" LSL BLKG A35 AT 16"oc16d AT 6"oc 2x BLK BN SW EN SILL NAILING CONC OVER MTL DECK, SEE PLAN L5X3X1/4 (LLH) w/ 5/8" x 5" LAG SCREW AT 16"oc 6x6 BLK STL CHANNEL, SEE PLAN L5X3X1/4 (LLH) L5X3X1/4 (LLH) CONC OVER MTL DECK, SEE PLAN 1/4 2-12 1/4 2-12 STL STRINGER, SEE PLAN FLR JST, SEE PLAN TUBE STL BM w/ 3x NAILER w/ 5/8"Ø THREADED STUD AT 24"oc FLR SHEATHING, SEE SCHED LIGHT WEIGHT CONC, SEE ARCH 1/4 TUBE STL, SEE PLAN 3/8" SHEAR TAB w/ (2) 7/8"Ø THRU BOLTS STL CHANNEL, SEE PLAN 1/4 0' - 1 1/2"0' - 1 1/2" WOOD BM, SEE PLAN STL COL, SEE PLAN 1/4" PL BUCKET w/ (2) 3/4"Ø THRU BOLT, USE (2) BOLTS WHERE 'h' > 16" WOOD BM, SEE PLAN 1/4" PLATE BUCKET w/ (4) 3/4"Ø THRU BOLTS 2/3 'h' OR 16" MIN 'h ' / 2 'h'/3 OR 8" MIN 'h ' 'h ' / 2 STL COL, SEE PLAN 1/4 1/4 u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH FLOOR FRAMING DETAILS June 27, 2018 PERMIT SET S602 18029 NO SCALE:S602 1 DECK DETAIL NO SCALE:S602 2 COORIDOR FRAMING NO SCALE:S602 3 COORIDOR FRAMING NO SCALE:S602 4 STAIR LANDING DETAIL NO SCALE:S602 5 STAIR DETAIL NO SCALE:S602 6 STAIR HEADER DETAIL NO SCALE:S602 7 STAIR LANDING BEAM TO COLUMN NO SCALE:S602 8 TYPICAL WOOD BEAM SEAT AT STEEL COLUMN 07/02/2018 2x SOILD BLOCKING BTWN TRUSSES WITH 'SIMPSON' A35 PROVIDE 2"Ø HOLES AT 24"oc FOR VENTILATION ROOF SHEATHING, SEE SCHED DIAPHRAM BOUNDARY NAIL (BN), SEE ROOF SHEATHING SCHED 2x6 DOUBLE TOP PLATE, SEE (1/S302) FOR SPLICE PREFABRICATED TRUSS, SEE PLAN 'SIMPSON' H1 AT EA TRUSS END BEAM, WHERE OCCURS ROOF JOIST, SEE PLAN 6" WOOD SHEARWALL, SEE PLAN AND SCHED SEE ARCH FOR OVERHANG AND FASCIA DETAILS PFT, SEE PLAN 'SIMPSON' H1 AT EA TRUSS ROOF SHEATHING, SEE PLAN WOOD SHEARWALL (RAKE WALL) SEE PLAN AND SCHED BN BEAM, WHERE OCCURS SEE ARCH 'SIMPSON' A34 EA BLK SOLID BLKG BTWN TRUSSES 2x6 OUTLOOKER AT 16"oc, SEE PLAN EN BN SIMPSON HANGER SEE ARCH FOR OVERHANG AND FASCIA DETAILS SHEATHING, WHERE OCCURS SHEARWALL EN INTERIOR WOOD SHEARWALL SIMPSON A35 FRAMING ANCHOR AT 24"oc WOOD TRUSS w/ VERT AT 16"oc WOOD TRUSS, SEE PLAN ROOF SHEATHING, SEE SCHED ROOF SHEATHING BN NOTE: IF TRUSS STEP CONNECTION OCCURS AT SHEARWALL SEE (2/S702) FOR INFORMATION. 2x BLKG BN STANDARD AT RIDGE ROOF TRUSS OVERBUILD FRAMING 2x8 AT 24"oc (MAX SPAN = 8'-8") 'SIMPSON' A34 2x WOOD NAILER w/ (3) 16d NAILS TO TOP OF EA JST WOOD SHEATHING, SEE SCHED PFT, SEE PLAN 2x4 FLATWISE BLOCK 2x8 AT 24"oc (MAX SPAN = 8'-8") (2) 2x4 TOP PL 2x4 STUDS AT 24"oc CENTERED ON TRUSSES BEVELED PL FULL SURFACE GLUED TO ROOF SHEATHING + (2) 16d COMMON NAILS EA TRUSS 2x8 SOLID BLKG LOCATE WALL OVER TRUSS PANEL POINT PFT, SEE PLAN 'SIMPSON' CS14 FOR EXTENT OF ROOF TRUSS BLK W/ (2) 10d AT 4"oc (OMIT CS14 IF TOP PL OF WALL IS CONT BELOW BLK AND USE LTP4s AT 24"oc) 'SIMPSON' A35 FRAMING ANCHOR AT 24"oc 8d AT 6"oc DBL TOP PL ROOF TRUSS BLK OR OSB BLK MATCH SHEARWALL BELOW FULL DEPTH BLK w/ 'SIMPSON' A35 AT EACH BLK ROOF SHEATHING GLB, SEE PLAN PRE-MANUFACTURED ROOF TRUSS 'SIMPSON' H1 BN PFT, SEE PLAN SIMPSON H1 AT EA TRUSS SW EN TRUSS BLK, SEE (6/S701) BN ROOF SHEATHING, SEE SCHED BN BNROOF SHEATHING, SEE SCHED SW EN SIMPSON A35 AT 32"oc SW EN WALL SHEATHING, SEE PLAN PFT, SEE PLAN TRUSS BLK, SEE (6/S701) SW EN WALL SHEATHING, SEE PLAN SIMPSON A35 AT EA TRUSS ROOF SHEATHING, SEE SCHED RUN ROOF SHEATHING CONT ACROSS PARTY WALLS BN PFT, SEE PLAN 2x6 LEDGER w/ (2) 16d NAILS AT 16"oc BN BN OUTLOOKER, SEE PLAN SW EN SIMPSON LTPH AT 24"oc SIMPSON A35 AT 24"oc WALL SHEATHING, SEE PLAN ROOF SHEAHTING, SEE SCHED NO SCALE:S701 1 TRUSS PERPINDICULAR TO WALL NO SCALE:S701 2 OUTLOOKER AT SHEARWALL NO SCALE:S701 3 INTERIOR SHEARWALL PARALLEL TO ROOF TRUSSES NO SCALE:S701 4 TYPICAL WOOD BEAM CAP SEAT AT STEEL COLUMN NO SCALE:S701 5 OVERBUILD DETAIL NO SCALE:S701 6 SHEARWALL TRANSFER PERPENDICULAR TO TRUSS NO SCALE:S701 8 TRUSS TO TRUSS CONNECTION u g urban group 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. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: 3 STORY BUILDING 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH ROOF FRAMING DETAILS June 27, 2018 PERMIT SET S701 18029 NO SCALE:S701 7 PRE FABRICATED AT EXTERIOR WALL NO SCALE:S701 9 ROOF FRAMING AT PARTY WALL NO SCALE:S701 10 PRE FABRICATED AT PARTY WALL NO SCALE:S701 11 LOW ROOF FRAMING 07/02/2018 sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C FOUNDATION PLUMBING FLOOR PLAN P1.0 A B C C. 5 D E F 1 2 3 3. 8 4 sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C UP UP UP UP F E D C. 5 43. 8321 F E D C. 5 C B A 2.5 43.8321 F E D C. 5 C B A 2.5 43.8321 43. 8321 F E D C. 5 C B A OVERALL LEVEL 1 PLUMBING FLOOR PLAN P1.1 sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C OVERALL LEVEL 2 PLUMBING FLOOR PLAN P1.2F E D C. 5 C B A 43. 8321 F E D C. 5 C B A 2.5 43.8321 UP DO W N UP DO W N UP DO W N UP DO W N sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C OVERALL LEVEL 3 PLUMBING FLOOR PLAN P1.3F E D C. 5 C B A 43. 8321 F E D C. 5 C B A 2.5 43.8321 UP DO W N UP DO W N UP DO W N UP DO W N sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C LARGE SCALE PLUMBING FLOOR PLANS P2.1 sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C LARGE SCALE PLUMBING FLOOR PLANS P2.2 sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C PLUMBING DETAILS PLUMBING SCHEDULES P3.0 sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C UP UP UP UP F E D C. 5 43. 8321 F E D C. 5 C B A 2.5 43.8321 F E D C. 5 C B A 2.5 43.8321 43. 8321 F E D C. 5 C B A OVERALL LEVEL 1 MECHANICAL FLOOR PLAN M1.1 sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C OVERALL LEVEL 2 MECHANICAL FLOOR PLAN M1.2F E D C. 5 C B A 43. 8321 F E D C. 5 C B A 2.5 43.8321 UP DO W N UP DO W N UP DO W N UP DO W N sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C OVERALL LEVEL 3 MECHANICAL FLOOR PLAN M1.3F E D C. 5 C B A 43. 8321 F E D C. 5 C B A 2.5 43.8321 UP DO W N UP DO W N UP DO W N UP DO W N sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C LARGE SCALE MECHANICAL FLOOR PLANS M2.1 sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C LARGE SCALE MECHANICAL FLOOR PLANS M2.2 sheet number:revisions:date:project number:drawn by:project status:current as of:original drawing is 24" x 36"for:stamp:sheet title: PERMIT DOCUMENTSJune 27, 2018 18006-1 SR STILLWATER EQUITY PARTNERSnum.description dateconsultant:THOMSON FARMS APARTMENTS 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 3-STORY BUILDING427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018 C MECHANICAL DETAILS MECHANICAL SCHEDULES M3.0 DUPLEX RECEPTACLE WALL MOUNTED FIXTURE CEILING MOUNTED FIXTURE FLUORESCENT FIXTURE BRANCH CIRCUIT - HOME-RUN TO PANEL BRANCH CIRCUIT - IN FLOOR OR UNDERGROUNDMECHANICAL EQUIPMENT OR DETAIL SYMBOL DRAWING NOTE (ON THE SHEET WHERE SHOWN)THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNITFAN MOTOR CONNECTION POINT BRANCH CIRCUIT - CONCEALED* SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND M.C.V.I.F.A.F.F.B.F.G.NL E.C.ABOVE FINISHED FLOORBELOW FINISHED GRADEVERIFY IN FIELD NIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT)MECHANICAL CONTRACTOR ELECTRICAL CONTRACTOR MOTOR CONNECTION POINT T EF TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO)TIME CLOCK SWITCHT11A-1,3 DOUBLE DUPLEX OUTLET (4-PLEX)JUNCTION BOX BRANCH PANELBOARDJ EMERGENCY WALL LIGHT WITH 90MIN. BATTERYPHOTOELECTRIC CELL/SWITCHHVAC SYSTEM SENSOR - SEE MECHANICAL ES WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED)SINGLE POLE SWITCH (SEE SUBSCRIPTS)RECESSED CAN FIXTUREMAIN/DISTRIBUTION PANELBOARD TRAC LIGHT SYSTEM**PUSHBUTTON (AS INDICATED ON DRAWINGS) ROUGH-IN BOX MUD RING ORIENTATION.RECPT.SUB-SCRIPTS AC=ABOVE COUNTERGFI=GROUND-FAULTIG=ISOLATED GROUNDS=SURGE SUPPRESSIONTR=UL TAMPER RESISTANTWP=WEATHERPROOF COVER W/GFCI RECEPT.TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHT USB=RECEPTACLE W/USB CHARGERCR=CORD REEL (SEE DETAIL)F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE)DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED)B=ENCLOSED CIRCUIT BREAKER CEILING MOUNTED DUPLEX RECEPTACLE FLOORBOX - POWER ONLY (2-DUPLEX RECEPTACLES)FLOORBOX - MULTISERVICE DUAL-LEVEL SWITCHES; IN-BOARD AND OUT-BOARD LAMPS SHALL BE SWITCHED SEPARATELY.(SUBSCRIPT APPLIES TO BOTH SWITCHES)SWITCHSUB-SCRIPTS 3 = 3-WAY4 = 4-WAYF = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES)T = THERMAL OVERLOAD SWITCH W/PILOT LIGHTP = 1-POLE SWITCH WITH PILOT LIGHT. (SEE SPECS)M = SWITCH SUPPLIED W/ EQUIPMENT (INSTALLED BY E.C.)WP = WEATHERPROOF EXIT SIGN, WALL OR CEILING MOUNT & DIRECTIONAL ARROWS ASINDICATED ON DRAWINGS. CONNECT TO UNSWITCHED LEG OFNEAREST LIGHTING CIRCUIT.EMERG. FIXTURE WITH EMERG. BATTERY PACK, CONNECTED TOUNSWITCHED LEG OF LIGHTING CIRCUIT.G.C.GENERAL CONTRACTORN.T.S.NOT TO SCALE V=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.)COMBINATION STARTER & FUSED DISCONNECT SWITCH; 2-SETS OF NO/NC CONTACTS,CONTROL XFMR, FUSE PER EQUIP. NAMEPLATECROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THAN TWO.EQUIPMENT/ISOLATED GROUNDING CONDUCTORS ARE NOT SHOWN. PROVIDE 'GREEN'EQUIP. GROUNDING CONDUCTOR FOR ALL CIRCUITS AND ADDITIONAL ISOLATED GROUNDWHERE INDICATED.FM LED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALLPLATE (* COLOR TO MATCH WIRING DEVICES)NIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OFLIGHTING CIRCUIT.SWITCH MOUNTED OCCUPANCY SENSOR, LINE VOLTAGE,W/ COVERPLATE, (COLOR TO MATCH WIRING DEVICES)P = PASSIVE INFRARED,1-POLE [WATTSTOPPER # PW-301]P2 = PASSIVE INFRARED,2-POLE [WATTSTOPPER # PW-302]D = DUAL TECHNOLOGY,1-POLE [WATTSTOPPER # DSW-100]D2 = DUAL TECHNOLOGY,2-POLE [WATTSTOPPER # DSW-200]SCEILING DATA WITH 1" ENT CONDUIT (1) CAT 6 CABLE TO MDF. TERMINATE BOTH ENDS, SEESPECS.CEILING MOUNTED OCCUPANCY SENSORBLANK = DUAL TECH., LINE VOLTAGE [WATTSTOPPER #DT-355]L = LARGE AREA, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2205]H = HALLWAY, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2255]R = RESTROOM, DUAL TECH., LINE VOLTAGE, 2-POLE[SENSOR SWITCH #CMR-PDT-9-2P], (1) RELAY FOR LTG, (1) RELAY FOREXHAUST FAN (30 MIN. DELAY)*PROVIDE LOW VOLTAGE SENSORS WITH POWER/RELAY PACK(S) AS REQUIRED FOROPERATION. [WATTSTOPPER #BZ-50]TO BE MOU N T E D A S C L O S E T O TYPIC A L D E V I C E M O U N T I N G H E I G H T S D I A G R A M NO SCALE F I N I S H E D F L O O R ARCHITECT U R A L P L A N S A N D D E T A I L S . DOOR JAMB S A S P O S S I B L E . COORDINAT E A L L D E V I C E S W I T H 1 8 " T.V. O U T L E T ALL MOUNTI N G H E I G H T S T Y P I C A L UNLESS NO T E D O T H E R W I S E . ALL SWITCH E S A N D T H E R M O S T A T S NOTES: THER M O S T A T O R MECH A N I C A L S W I T C H LIGHT S W I T C H CONV E N I E N C E O U T L E T TELEP H O N E / D A T A O U T L E T T T ( O R A S N O T E D ) 5 ' - 0 ' ' 4 ' - 0 ' ' 3 ' - 8 ' ' 5 0 6 0 7 0 8 0 A.COORDINAT E O U T L E T H E I G H T S W I T H ARCHITECT S M I L L W O R K D W G S . T O INSURE THA T O U T L E T S W I L L N O T F A L L BEHIND CA B I N E T S , B A C K S P L A S H E S , OR INTERFE R E W I T H W A I N S C O T I N G , E T C . ( O R A S N O T E D ) @ M I L L W O R K X X " * B.D.*COORDINAT E L I G H T S W I T C H & O U T L E T HEIGHTS WI T H A R C H I T E C T U R A L W A I N S - COTING AN D O R T I L E W O R K S O A S N O T TO FALL MI D W A Y I N T H E S E F I N I S H E S . * V E R I F Y W I T H M E C H . M U D R I N G O R I E N T A T I O N . VOLTAGE DROP SCHEDULE120 VOLT, 20A. CIRCUITS#12 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 136'#10 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 216'#8 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 343'1.ELECTRICAL CONTRACTOR SHALL REFER TO THE MEC H A N I C A L D R A W I N G S FOR EXACT LOCATION OF ALL MECHANICAL EQUIPME N T A N D E L E C T R I C A L CONNECTIONS.2.ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM W O R K I N G C L E A R A N C E AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PA N E L S F O R C A B I N E T S . 3.INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM A F T E R T H E M E C H A N I C A L EQUIPMENT IS IN PLACE, ADJUST AS NECESSARY. PR O V I D E C H A I N SUSPENSION KITS AS REQUIRED.4.REFER TO ARCHITECTURAL REFLECTED CEILING PLA N F O R E X A C T F I X T U R E LOCATIONS, CEILING TYPES, ETC.5.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONC R E T E P A D S A S REQUIRED ON ALL ELECTRICAL EQUIPMENT.6.CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DA T A O U T L E T S W I T H OWNER PRIOR TO ROUGH - IN.7.LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM E N T R Y D O O R W A Y S , A S CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT TO I N T E R F E R E W I T H R O O M CABINETS, ETC.8.SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEIL I N G . 9.ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLIC A B L E P E R M I T S F O R T H I S WORK AND PAY ASSOCIATED FEES.10.MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNIC A T I O N S C A B L E S A N D ELECTRONIC BALLASTS.11.ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE C O N N E C T E D T O T H E UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE A R E A A S P E R C O D E . 12.UNLESS SPECIFICALLY INDICATED OTHERWISE, THE E L E C T R I C A L CONTRACTOR TO COORDINATE WITH ANY SPECIAL SY S T E M S S U P P L I E R /CONTR., EX. DENTAL, MEDICAL, KITCHEN,EQUIPMENT E T C . T H E E X A C T ROUGH-IN REQUIREMENTS FOR THERE EQUIPMENT. A L S O U N L E S S I N D I C A T E D OTHERWISE, THE ELECTRICAL CONTR. TO BE RESPON S I B L E F O R F I N A L CONNECTIONS TO ALL SPECIAL EQUIPMENT.13.ALL CONDUIT /RACEWAY /CABLES, TO BE CONCEALED I N W A L L S O R A B O V E CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT S H A L L B E A P P R O V E D B Y THE ARCHITECT /ENGINEER PRIOR TO DOING ANY WO R K . 14.E.C. SHALL VISIT THE SITE PRIOR TO BID AND THOROU G H L Y I N V E S T I G A T E T H E EXISTING CONDITIONS, AS THEY RELATE TO THE SCO P E O F W O R K DESCRIBED. MAKE NECESSARY PROVISIONS IN THE B A S E B I D T O ADEQUATELY ACCOMMODATE THESE CONDITIONS.15.JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT S H O W N F O R C L A R I T Y . THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTA L L I N G A L L J U N C T I O N BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXT U R E S T H A T A R E N O T LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".16.ALL LIGHTING CONTROLS SHALL BE PROVIDED AND IN S T A L L E D B Y E . C . 17.THE BRANCH CIRCUITRY SHALL BE DESIGN/BUILD BY T H E E . C . I N S T A L L A T I O N SHALL CONFORM TO THE DRAWINGS, SPECIFICATION S , 2 0 1 4 N E C A N D G O O D ELECTRICAL PRACTICES. WIRING SHALL BE INSTALLE D T O M A I N T A I N A MINIMUM OF 3% VOLTAGE DROP.PROJECT GENERAL N O T E S : WALL ROUGH-IN FOR DATA AND CATV WITH 1" ENT CONDUIT (1) CAT 6 CABLE TO MDF.TERMINATE BOTH ENDS, SEE SPECS. T E L E P H O N E / D A T A S Y S T E M S 1 . 1 S u m m a r y A . I n c l u d e s B u t N o t L i m i t e d T o 1 . F u r n i s h a n d i n s t a l l a l l t h e e q u i p m e n t , m a t e r i a l s , t e r m i n a t i o n s a n d l a b o r n e c e s s a r y t o p r o v i d e a c o m p l e t e C A T 6 T e l e p h o n e / D a t a a n d T e l e v i s i o n c a b l i n g s y s t e m a s d e s c r i b e d i n C o n t r a c t D o c u m e n t s i n c l u d i n g , b u t n o t l i m i t e d t o , r a c e w a y , o u t l e t s , m o d u l a r j a c k s , d e v i c e p l a t e s , c a b l e s , p u n c h d o w n b l o c k s , b a c k b o a r d s , c a b i n e t s , p a t c h p a n e l s , g r o u n d i n g a n d o t h e r m i s c e l l a n e o u s i t e m s r e q u i r e d f o r a c o m p l e t e s y s t e m . 2 . F u r n i s h a n d i n s t a l l m a i n s e r v i c e r a c e w a y a s d e s c r i b e d i n C o n t r a c t D o c u m e n t s a n d t o c o m p l y w i t h l o c a l t e l e p h o n e c o m p a n y r e q u i r e m e n t s . 3 . R e f e r t o D r a w i n g s f o r c o n d u i t s i z e s a n d q u a n t i t y o f c a b l e s / j a c k s a t e a c h o u t l e t l o c a t i o n . 1 . 2 W a r r a n t y A . A L i f e t i m e p r o d u c t w a r r a n t y c o v e r i n g a l l c o m p o n e n t s , e q u i p m e n t a n d w o r k m a n s h i p s h a l l b e s u b m i t t e d i n w r i t i n g w i t h s y s t e m d o c u m e n t a t i o n . T h e w a r r a n t y p e r i o d s h a l l b e g i n o n t h e s y s t e m ' s f i r s t u s e b y t h e o w n e r . W a r r a n t y s h a l l b e v e n d o r s u p p l i e d . C o n t r a c t o r w a r r a n t y a l o n e i s u n a c c e p t a b l e . B . T h e p r o j e c t m u s t b e p r e - r e g i s t e r e d w i t h M a n u f a c t u r e r b e f o r e i n s t a l l a t i o n h a s b e g u n . 2 . 1 C o m p o n e n t s A . B o x e s s h a l l b e a 4 s q u a r e d e e p b o x w i t h s i n g l e - g a n g m u d r i n g . B . T e l e p h o n e a n d C o m p u t e r N e t w o r k S y s t e m C a b l e 1 . 2 3 g a u g e , s o l i d a n n e a l e d c o p p e r , 4 - p a i r s . C A T 6 2 . U s e p l e n u m - r a t e d c a b l e i n c e i l i n g s a n d a r e a s u s e d f o r p l e n u m a i r r e t u r n 3 . P r o v i d e O w n e r w i t h p a t c h p a n e l s , q u a n t i t y a s r e q u i r e d . 4 . D i f f e r e n t c o l o r s o f c a b l i n g s h a l l b e u s e d ; ( Y e l l o w - T e l e p h o n e , B l u e - N e t w o r k ) 5 . M a n u f a c t u r e r s : a . S u p e r i o r E s s e x b . A l t e r n a t e m a n u f a c t u r e r w i t h e q u i v a l e n t p e r f o r m a n c e s t a n d a r d . C . E q u i p m e n t R a c k s 1 . P r o v i d e a m i n i m u m o f ( 1 ) 1 9 " w a l l m o u n t e d r a c k a t e a c h c o m m . b o a r d l o c a t i o n 2 . P r o v i d e w i t h 2 0 A p o w e r s t r i p , w i r e m a n a g e m e n t a n d r a c k m o u n t i n g k i t s . 3 . M a n u f a c t u r e r s : a . C o o p e r B - l i n e b . A l t e r n a t e m a n u f a c t u r e r w i t h e q u i v a l e n t p e r f o r m a n c e s t a n d a r d . D . T e l e p h o n e T e r m i n a t i o n B l o c k s 1 . U L v e r i f i e d C A T 6 . 2 . 6 6 t e r m i n a t i o n w i t h t i n l e a d p l a t e d I D C D . T e l e p h o n e & N e t w o r k P a t c h P a n e l s 1 . U L v e r i f i e d C A T 6 2 . 1 1 0 t e r m i n a t i o n w i t h t i n l e a d p l a t e d I D C 3 . 1 9 " r a c k m o u n t w i t h b a c k b o a r d m o u n t i n g f r a m e . 4 . 4 8 P o r t s 5 . M a n u f a c t u r e r s : a . L e v i t o n b . A l t e r n a t e m a n u f a c t u r e r w i t h e q u i v a l e n t p e r f o r m a n c e s t a n d a r d . E . T e l e p h o n e / N e t w o r k J a c k s & F a c e p l a t e s 1 . W a l l J a c k s a . C A T 6 - C o l o r t o m a t c h c a b l e c o l o r . 2 . F a c e p l a t e s a . C o l o r t o b e a s s p e c i f i e d b y O w n e r . b . P r o v i d e a n d i n s t a l l B l a n k i n s e r t s a s n e e d e d . 3 . M a n u f a c t u r e r s : a . L e v i t o n b . A l t e r n a t e m a n u f a c t u r e r w i t h e q u i v a l e n t p e r f o r m a n c e s t a n d a r d . F . C a b l e s s h a l l b e i n s t a l l e d i n c o n d u i t f r o m o u t l e t t o a b o v e n e a r e s t a c c e s s i b l e c e i l i n g s p a c e , i n s t a l l J - h o o k s a b o v e a c c e s s i b l e c e i l i n g s p a c e 3 f t o n c e n t e r f o r s u p p o r t i n g c a b l e . I n s t a l l c a b l e f r o m t e r m i n a l b o a r d / d a t a r a c k t o e a c h t e l e p h o n e / n e t w o r k o u t l e t . G . T e r m i n a t e c a b l e s a t e a c h o u t l e t w i t h s p e c i f i e d m o d u l a r j a c k a s s e m b l y . H . T e r m i n a t e c a b l e s o n p u n c h d o w n b l o c k s o r p a t c h p a n e l s a t t e r m i n a l b o a r d . I . A l l F a c e p l a t e s , p a t c h p a n e l s a n d c a b l e s s h a l l b e l a b e l e d d e p i c t i n g l o c a t i o n , C a b l e s s h a l l b e l a b e l e d o n b o t h e n d s . J . T e r m i n a t e c a b l i n g a c c o r d i n g t o E I A / T I A 5 6 8 B . 1 S t a n d a r d s . K . I n s t a l l a t i o n o f a l l m a t e r i a l s s h a l l b e a s r e c o m m e n d e d b y m a n u f a c t u r e r . 3 . 2 Q u a l i t y A s s u r a n c e A . C o m p l y w i t h a p p l i c a b l e p o r t i o n s o f N E C A N S I / E I A / T I A 5 6 8 a s t o t y p e p r o d u c t s u s e d a n d i n s t a l l a t i o n o f c o m p o n e n t s . P r o v i d e p r o d u c t s a n d m a t e r i a l s w h i c h h a v e b e e n U L - l i s t e d a n d l a b e l e d . B . C a b l i n g s y s t e m s h a l l m e e t t h e p e r f o r m a n c e r e q u i r e m e n t s o f t h e A N S I / T I A / E I A - 5 6 8 - B S t a n d a r d s ( A n n e x E ) . C . E a c h c a b l e a n d p a t c h c a b l e s h a l l b e t e s t e d f r o m t h e o u t l e t l o c a t i o n t o t h e p a t c h p a n e l , t h e s y s t e m s h a l l b e t e s t e d t o C a t e g o r y 6 L e v e l I I c o m p l i a n c e . T h e t e s t p a t h s h a l l i n c l u d e w o r k s t a t i o n j a c k s , H o r i z o n t a l c a b l i n g a n d p a t c h p a n e l s . C o n t r a c t o r s h a l l r e p l a c e a n y e q u i p m e n t o r c a b l i n g t h a t f a i l s a n d r e t e s t . P r o v i d e O w n e r w i t h c o m p l e t e t e s t r e p o r t s o f c a b l i n g s y s t e m . 1" ENT CONDUIT WITH (1) CAT 6 CABLE AND (1) RG6 COAX CABLE TO MDF. TERMINATE BOTHENDS, SEE SPECS.CATV CABLING S Y S T E M s h e e t n u m b e r : s t a m p : s h e e t t i t l e : n u m . d e s c r i p t i o n d a t e c o n s u l t a n t : E L E C T R I C A L N O T E S A N D S C H E D U L E S E 1 . 0 0.0 0.00.0 0.0 0.0 0.10.1 0.0 0.0 0.0 0.0 0.0 0.10.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.3 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.10.6 1.7 1.2 0.7 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.13.0 5.0 4.1 1.2 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.16.8 3.3 1.2 0.3 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.11.6 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.2 0.1 0.0 0.0 0.1 0.10.1 0.0 0.0 0.1 0.2 0.7 1.0 0.5 0.3 0.0 0.0 0.0 0.0 0.0 0.10.0 0.0 0.0 0.0 0.2 0.7 1.8 3.0 1.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.10.0 0.0 0.0 0.1 0.4 2.2 4.2 6.7 1.4 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.10.0 0.0 0.0 0.0 0.1 0.7 3.2 9.2 5.3 2.1 3.0 1.9 1.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.20.0 0.0 0.0 0.1 0.3 1.2 5.8 7.1 6.0 3.2 1.1 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.10.0 0.0 0.0 0.1 0.1 0.3 1.0 1.5 7.0 7.0 3.2 0.8 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.10.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 1.2 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.20.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.20.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.3 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.6 1.3 0.9 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 3.1 3.7 3.0 1.0 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.9 6.2 2.6 1.0 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.10.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 4.5 1.8 0.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.20.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.10.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.11.4 0.8 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.34.5 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.16.9 2.4 0.6 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.8 0.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.13.8 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.4 1.6 4.2 2.2 1.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.43.4 1.4 0.4 0.1 0.0 0.0 0.0 0.0 6.3 6.8 3.2 1.0 0.4 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.50.9 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.0 6.9 2.8 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.1 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.00.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.00.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 1.0 0.1 0.3 0.3 0.3 0.2 0.1 0.0 0.0 0.00.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.6 5.1 6.7 0.4 0.6 0.6 0.2 0.1 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.4 4.7 4.1 4.3 2.0 1.5 0.4 0.1 0.0 0.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.9 1.2 7.0 2.1 0.5 0.1 0.0 0.0 0.0 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 8 . 4 4 . 0 0 . 8 0 . 1 0 . 0 0 . 0 0 . 0 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 6 . 1 2 . 6 0 . 6 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 0 . 3 0 . 2 0 . 2 0 . 2 0 . 3 0 . 2 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 3 . 6 1 . 8 0 . 4 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 6 . 1 1 . 3 0 . 3 0 . 1 0 . 2 0 . 4 0 . 5 0 . 4 0 . 0 0 . 0 1 . 0 0 . 8 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 4 . 3 1 . 1 0 . 2 0 . 1 0 . 5 1 . 3 1 . 1 0 . 6 0 . 2 0 . 3 0 . 3 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 4 3 . 2 6 . 2 3 . 4 1 . 1 0 . 2 0 . 2 0 . 8 3 . 3 3 . 0 0 . 2 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 3 1 . 8 4 . 8 1 . 4 0 . 3 0 . 1 0 . 5 2 . 2 5 . 4 4 . 5 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 4 0 . 8 1 . 4 0 . 7 0 . 2 0 . 1 0 . 6 2 . 5 6 . 9 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 5 0 . 6 0 . 6 0 . 4 0 . 2 0 . 2 0 . 7 2 . 7 6 . 4 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 2 0 . 4 0 . 7 0 . 5 0 . 3 0 . 2 0 . 3 0 . 6 1 . 7 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 3 1 . 1 1 . 4 0 . 5 0 . 3 0 . 3 0 . 4 0 . 6 0 . 6 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 2 1 . 0 4 . 9 2 . 6 0 . 6 0 . 2 0 . 2 0 . 4 0 . 7 0 . 5 0 . 0 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 6 . 6 2 . 7 0 . 6 0 . 2 0 . 3 0 . 9 1 . 7 0 . 8 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 6 . 5 3 . 0 0 . 6 0 . 1 0 . 3 1 . 5 5 . 4 0 . 1 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 5 . 9 1 . 3 0 . 2 0 . 1 0 . 7 2 . 9 6 . 4 0 . 3 0 . 3 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 1 . 0 2 . 0 0 . 7 0 . 2 0 . 1 0 . 7 3 . 3 7 . 7 0 . 6 0 . 5 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 3 0 . 5 0 . 3 0 . 1 0 . 1 0 . 6 3 . 1 6 . 0 2 . 0 1 . 3 0 . 3 0 . 0 0 . 0 0 . 0 0 . 0 0 . 2 0 . 3 0 . 2 0 . 1 0 . 2 0 . 5 1 . 7 1 . 3 6 . 9 1 . 9 0 . 4 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 1 0 . 1 0 . 2 0 . 3 0 . 5 8 . 0 3 . 8 0 . 7 0 . 1 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 6 . 1 2 . 6 0 . 6 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 3 . 8 1 . 8 0 . 4 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 1 . 0 0 . 9 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 3 0 . 4 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 1 0 . 1 0 . 1 0 . 2 0 . 1 0 . 1 0 . 0 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 3 0 . 2 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 5 0 . 4 0 . 2 0 . 1 0 . 2 0 . 3 0 . 5 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 5 1 . 0 0 . 3 0 . 1 0 . 2 0 . 8 1 . 5 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 5 . 6 1 . 6 0 . 4 0 . 1 0 . 3 1 . 4 5 . 6 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 6 . 6 2 . 7 0 . 5 0 . 1 0 . 4 2 . 3 6 . 1 0 . 5 0 . 4 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 6 . 7 2 . 8 0 . 5 0 . 1 0 . 4 2 . 4 6 . 4 4 . 6 6 . 7 4 . 7 1 . 3 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 3 0 . 9 3 . 4 6 . 6 6 . 9 3 . 9 1 . 1 0 . 5 0 . 5 0 . 9 3 . 0 5 . 0 7 . 2 5 . 7 1 . 6 0 . 6 0 . 5 1 . 1 3 . 8 6 . 8 7 . 0 4 . 1 1 . 1 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 5 1 . 6 5 . 2 7 . 6 4 . 6 2 . 2 0 . 6 0 . 3 0 . 2 0 . 1 0 . 0 0 . 0 6 . 4 6 . 6 2 . 2 0 . 6 0 . 3 0 . 1 0 . 1 0 . 1 0 . 4 2 . 3 5 . 9 1 . 7 0 . 4 0 . 1 0 . 3 1 . 5 6 . 1 3 . 3 0 . 4 0 . 1 0 . 1 0 . 1 0 . 2 0 . 4 1 . 2 4 . 4 5 . 2 6 . 2 6 . 1 2 . 4 0 . 7 0 . 3 0 . 2 0 . 1 0 . 1 0 . 2 0 . 3 0 . 5 1 . 7 5 . 1 5 . 2 5 . 4 5 . 2 2 . 0 0 . 8 0 . 7 1 . 4 3 . 8 3 . 8 5 . 3 4 . 0 2 . 4 0 . 9 0 . 8 1 . 9 4 . 5 4 . 8 4 . 9 4 . 5 1 . 8 0 . 5 0 . 3 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 4 0 . 8 2 . 7 4 . 9 6 . 6 4 . 5 3 . 6 1 . 1 0 . 4 0 . 2 0 . 1 0 . 1 0 . 0 2 . 6 1 . 5 1 . 0 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 2 0 . 9 1 . 6 1 . 1 0 . 3 0 . 1 0 . 3 0 . 9 1 . 8 1 . 0 0 . 2 0 . 1 0 . 1 0 . 1 0 . 2 0 . 3 0 . 6 1 . 1 1 . 7 2 . 4 1 . 3 0 . 9 0 . 4 0 . 3 0 . 2 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 6 1 . 0 1 . 5 1 . 6 1 . 1 0 . 8 0 . 5 0 . 4 0 . 6 0 . 8 1 . 1 1 . 5 0 . 9 0 . 8 0 . 5 0 . 5 0 . 7 0 . 9 1 . 4 1 . 4 0 . 9 0 . 6 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 4 0 . 8 1 . 1 2 . 0 1 . 2 0 . 9 0 . 5 0 . 2 0 . 2 0 . 1 0 . 1 0 . 0 0 . 4 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 4 0 . 5 0 . 4 0 . 2 0 . 1 0 . 2 0 . 4 0 . 5 0 . 4 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 2 0 . 3 0 . 4 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 3 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 1 0 . 2 0 . 2 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 3 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 2 0 . 1 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 5 0 . 6 0 . 8 0 . 6 0 . 4 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 4 0 . 6 1 . 0 0 . 6 0 . 5 0 . 4 0 . 4 0 . 4 0 . 5 0 . 6 0 . 9 0 . 6 0 . 4 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 5 0 . 6 1 . 0 0 . 8 0 . 5 0 . 4 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 3 0 . 4 0 . 6 1 . 5 2 . 1 3 . 9 2 . 4 1 . 6 0 . 8 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 3 0 . 7 1 . 7 2 . 3 4 . 8 2 . 4 1 . 8 0 . 9 0 . 6 0 . 8 1 . 6 2 . 2 4 . 2 2 . 4 1 . 7 0 . 8 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 3 0 . 6 1 . 7 2 . 5 4 . 2 3 . 3 2 . 4 1 . 1 0 . 4 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 3 0 . 7 2 . 2 7 . 0 8 . 6 6 . 1 3 . 6 1 . 0 0 . 3 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 3 0 . 8 2 . 5 6 . 8 1 0 . 2 6 . 7 2 . 7 0 . 9 0 . 6 0 . 8 2 . 3 7 . 1 9 . 2 6 . 1 3 . 3 0 . 9 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 5 1 . 6 6 . 4 8 . 0 6 . 3 3 . 9 1 . 0 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 2 . 7 1 . 2 0 . 5 0 . 3 0 . 2 0 . 1 0 . 0 1 . 1 0 . 9 0 . 4 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 3 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 3 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 2 0 . 3 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 4 0 . 5 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 3 1 . 6 0 . 5 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 5 . 6 2 . 7 0 . 6 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 7 . 6 4 . 0 1 . 0 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 6 . 8 3 . 6 0 . 9 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 4 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 4 . 4 2 . 7 0 . 6 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 3 . 9 2 . 0 0 . 7 0 . 3 0 . 2 0 . 1 0 . 0 1 . 1 1 . 4 0 . 4 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0.0 0.10.0 0.3 1.5 0.1 0.00.6 12.8 0.3 0.2 0.20.2 0.2 5.5 2.9 0.1 0.10.7 0.4 0.3 1.5 0.2 0.10.4 14.4 0.5 0.2 0.20.2 0.1 2.1 6.2 0.2 0.10.5 0.8 0.2 1.2 0.3 0.10.2 15.7 1.0 0.1 0.2 0.10.2 0.9 16.2 0.2 0.10.4 1.4 0.3 0.7 0.5 0.10.2 6.2 2.3 0.1 0.2 0.10.2 0.5 13.9 0.4 0.10.2 1.6 0.3 0.4 0.7 0.10.1 2.7 6.4 0.2 0.2 0.10.2 0.3 10.7 0.6 0.1 0.00.2 1.7 0.4 0.3 0.7 0.10.1 1.2 18.1 0.2 0.1 0.10.3 0.2 4.4 1.1 0.1 0.00.1 1.9 0.6 0.2 0.6 0.10.1 0.6 0.6 0.3 0.1 0.10.3 0.2 2.4 2.0 0.1 0.11.2 1.1 0.2 0.6 0.2 0.00.1 0.3 0.3 0.5 0.1 0.10.3 0.2 1.1 4.5 0.2 0.10.6 2.0 0.2 0.5 0.3 0.00.1 0.2 15.7 1.3 0.1 0.10.3 0.2 0.6 5.0 0.2 0.10.4 3.6 0.3 0.3 0.3 0.10.1 0.1 6.0 3.3 0.1 0.1 0.10.3 0.3 0.3 4.6 0.3 0.10.3 4.2 0.4 0.2 0.4 0.10.1 2.1 10.6 0.2 0.1 0.10.3 0.4 0.3 3.1 0.5 0.10.2 5.0 0.7 0.2 0.3 0.10.1 0.8 8.2 0.2 0.1 0.10.2 0.5 0.2 1.6 0.80.1 3.0 1.4 S T E G E L M E I E R L N . R E T E N T I O N A R E A s h e e t n u m b e r : s t a m p : s h e e t t i t l e : n u m . d e s c r i p t i o n d a t e c o n s u l t a n t : E L E C T R I C A L S I T E P L A N E 1 . 1 SCALE:SITE PLAN - E L E C T R I C A L 1" = 50' - 0" F 1 0 P O L E L I G H T M O U N T I N G D E T A I L N O S C A L E P O L E B A S E W I T H 4 # 5 R E - B A R S C O N D U I T & C O N D U C T O R S ( P V C ) 2 4 " M I N . D E P T H . U N D I S T U R B E D O R C O M P A C T E D     ‘ E A R T H 3 0 0 0 P S I M I N . A N D # 3 T I E S @ 1 2 " O . C . 4'-0 MIN.18" P O L E A N C H O R B O L T S T O S U I T C O N C R E T E M O W S T R I P 14'-0" P O L E L I G H T - S E E S C H E D U L E 4 " R O U N D S T R A I G H T P O L E - S E E S C H E D U L E R E F E R T O P L A N . 5 0 ' 0 " 1 0 0 ' S C A L E : F I R E R I S E R U T I L I T Y R O O M 1 / 4 " = 1 ' - 0 " S C A L E : E L E C T R I C A L U T I L I T Y R O O M 1 / 4 " = 1 ' - 0 " STATISTICSDescription SymbolAvgMaxMinMax/MinAvg/MinPARKING LOTSIDEWALK0.6 fc10.2 fc0.0 fcN / AN / A1.3 fc18.1 fc0.0 fcN / AN / A A B C C . 5 D E F 1233.84 s h e e t n u m b e r : s t a m p : s h e e t t i t l e : n u m . d e s c r i p t i o n d a t e c o n s u l t a n t : E 2 . 0 L E V E L 1 F L O O R P L A N E L E C T R I C A L S C A L E : L E V E L 1 P L A N - E L E C T R I C A L 1 / 8 " = 1 ' - 0 " 1 6 ' 8 ' 0 " A B C C . 5 D E F 1233.84 s h e e t n u m b e r : s t a m p : s h e e t t i t l e : n u m . d e s c r i p t i o n d a t e c o n s u l t a n t : L E V E L 2 F L O O R P L A N E 2 . 1 E L E C T R I C A L S C A L E : L E V E L 2 P L A N - E L E C T R I C A L 1 / 8 " = 1 ' - 0 " 1 6 ' 8 ' 0 " A B C C . 5 D E F 1233.84 s h e e t n u m b e r : s t a m p : s h e e t t i t l e : n u m . d e s c r i p t i o n d a t e c o n s u l t a n t : E 2 . 2 L E V E L 3 F L O O R P L A N E L E C T R I C A L S C A L E : L E V E L 3 P L A N - E L E C T R I C A L 1 / 8 " = 1 ' - 0 " 1 6 ' 8 ' 0 " BATHBEDLIVINGKITCHENFF s h e e t n u m b e r : s t a m p : s h e e t t i t l e : n u m . d e s c r i p t i o n d a t e c o n s u l t a n t : T Y P I C A L U N I T P L A N S E 3 . 0 F I R E A L A R M S Y S T E M N O T E : S P E C I A L N O T E S SCALE:TYPICAL STUDIO PLAN - ELECTRICAL1/8" = 1' - 0"16'8'0" G E N E R A L L O A D S 4 0 0 S Q F T X 3 V A P E R S Q F T S U B - T O T A L ( H V A C L O A D ) H V A C L O A D S AP P L I C A T I O N O F D E M A N D F A C T O R S S E R V I C E S I Z E RECOMMEN D E D S E R V I C E S I Z E I N A M P S MIN. SERVIC E S I Z E I N A M P S ( 2 0 , 7 8 0 V A @ 1 2 0 / 2 0 8 1 P H . 3 W ) R E M A I N D E R ( 1 3 , 2 0 0 ) @ 4 0 % WIRING: # 2 c u o r # 1 / 0 A l 3 - C o n d u c t o r S E R c a b l e HVAC LOAD @ 10 0 % P E R N E C BREAKER F I R S T 1 0 0 0 0 @ 1 0 0 % T O T A L D E M A N D GENERAL LOAD P E R N E C 2 2 0 . 8 2 FURNACE GENERAL LIGHTI N G / P O W E R SMALL APPLIANC E ( K I T C H E N ) 2 - C I R C U I T S 1 0 , 0 0 0 V A 2 0 , 7 8 0 V A 8 6 A M P S 1 0 0 A M P S 1 0 0 A - 2 P = = = = 1 , 0 0 0 V A 1 , 2 0 0 V A 3 , 0 0 0 V A = = 2 3 , 2 0 0 V A S U B - T O T A L ( G E N E R A L L O A D S ) RANGE LOAD DRYER DISHWASHER = = = 1 0 , 0 0 0 V A 5 , 0 0 0 V A 1 , 0 0 0 V A 5 , 5 0 0 V A 5 , 2 8 0 V A 5 , 5 0 0 V A SMALL APPLIANC E ( L A U N D R Y ) 1 - C I R C U I T S SMALL APPLIANC E ( B A T H ) 1 - C I R C U I T S 1 , 5 0 0 V A = 1 , 5 0 0 V A = F E E D T O P D I M E N S I O N S L O A D F E E D B O T T O M W A T T S C O N D U I T S I Z E S . C . I N T C A P / B K R . A M P S W A T T S F E E D E R C O N D U C T O R S I Z E : T O T A L L O A D / P H A S E R E M A R K S : 3 5 3 7 4 1 3 9 2 5 2 7 2 9 3 3 3 1 1 9 1 7 2 3 2 1 L O A D N A M E 7 1 1 1 5 1 3 9 N O . 3 5 W A T T S 1 L O C A T I O N M A K E / M O D E L C L A S S C I R L O A D L L A M P E A B A M P E L O A D / P O L E M A I N L U G S O N L Y M A I N B R K R . A M P S M A I N S W . B R K P O A M P S P O B R K 4 0 4 2 3 6 3 8 A M P S . 2 6 3 4 3 2 3 0 2 8 2 2 2 4 1 8 2 0 L O A D N A M E 8 1 6 1 4 1 0 1 2 4 6 2 N O . C I R S U R F A C E F L U S H F I R E A L A R M S Y S T E M N O T E : S P E C I A L N O T E S SCALE:TYPICAL 1 BED 1 BATH 600 PLAN - ELECTRICAL1/8" = 1' - 0"16'8'0" G E N E R A L L O A D S 6 0 0 S Q F T X 3 V A P E R S Q F T S U B - T O T A L ( H V A C L O A D ) H V A C L O A D S A P P L I C A T I O N O F D E M A N D F A C T O R S S E R V I C E S I Z E R E C O M M E N D E D S E R V I C E S I Z E I N A M P S M I N . S E R V I C E S I Z E I N A M P S ( 2 1 , 0 2 0 V A @ 1 2 0 / 2 0 8 1 P H . 3 W ) R E M A I N D E R ( 1 3 , 8 0 0 ) @ 4 0 % W I R I N G : # 2 c u o r # 1 / 0 A l 3 - C o n d u c t o r S E R c a b l e H V A C L O A D @ 1 0 0 % P E R N E C B R E A K E R F I R S T 1 0 0 0 0 @ 1 0 0 % T O T A L D E M A N D G E N E R A L L O A D P E R N E C 2 2 0 . 8 2 F U R N A C E G E N E R A L L I G H T I N G / P O W E R S M A L L A P P L I A N C E ( K I T C H E N ) 2 - C I R C U I T S 1 0 , 0 0 0 V A 2 1 , 0 2 0 V A 8 7 A M P S 1 0 0 A M P S 1 0 0 A - 2 P = = = = 1 , 0 0 0 V A 1 , 8 0 0 V A 3 , 0 0 0 V A = = 2 3 , 8 0 0 V A S U B - T O T A L ( G E N E R A L L O A D S ) R A N G E L O A D D R Y E R D I S H W A S H E R = = = 1 0 , 0 0 0 V A 5 , 0 0 0 V A 1 , 0 0 0 V A 5 , 5 0 0 V A 5 , 5 2 0 V A 5 , 5 0 0 V A S M A L L A P P L I A N C E ( L A U N D R Y ) 1 - C I R C U I T S S M A L L A P P L I A N C E ( B A T H ) 1 - C I R C U I T S 1 , 5 0 0 V A = 1 , 5 0 0 V A = F E E D T O P D I M E N S I O N S L O A D F E E D B O T T O M W A T T S C O N D U I T S I Z E S . C . I N T C A P / B K R . A M P S W A T T S F E E D E R C O N D U C T O R S I Z E : T O T A L L O A D / P H A S E R E M A R K S : 3 5 3 7 4 1 3 9 2 5 2 7 2 9 3 3 3 1 1 9 1 7 2 3 2 1 L O A D N A M E 7 1 1 1 5 1 3 9 N O . 3 5 W A T T S 1 L O C A T I O N M A K E / M O D E L C L A S S C I R L O A D L L A M P E A B A M P E L O A D / P O L E M A I N L U G S O N L Y M A I N B R K R . A M P S M A I N S W . B R K P O A M P S P O B R K 4 0 4 2 3 6 3 8 A M P S . 2 6 3 4 3 2 3 0 2 8 2 2 2 4 1 8 2 0 L O A D N A M E 8 1 6 1 4 1 0 1 2 4 6 2 N O . C I R S U R F A C E F L U S H C O N D . U N I T = 4 , 5 0 0 V A COND. UNIT = 4 , 5 0 0 V A FBEDROOMBEDROOMKITCHENLIVINGBATHDININGF s h e e t n u m b e r : s t a m p : s h e e t t i t l e : n u m . d e s c r i p t i o n d a t e c o n s u l t a n t : T Y P I C A L U N I T P L A N S E 3 . 1 F I R E A L A R M S Y S T E M N O T E : S P E C I A L N O T E S F I R E A L A R M S Y S T E M N O T E : S P E C I A L N O T E S SCALE:TYPICAL 2 BED 1 BATH PLAN - ELECTRICAL1/8" = 1' - 0"16'8'0" G E N E R A L L O A D S 7 0 0 S Q F T X 3 V A P E R S Q F T S U B - T O T A L ( H V A C L O A D ) H V A C L O A D S A P P L I C A T I O N O F D E M A N D F A C T O R S S E R V I C E S I Z E R E C O M M E N D E D S E R V I C E S I Z E I N A M P S M I N . S E R V I C E S I Z E I N A M P S ( 2 1 , 1 4 0 V A @ 1 2 0 / 2 0 8 1 P H . 3 W ) R E M A I N D E R ( 1 4 , 1 0 0 ) @ 4 0 % W I R I N G : # 2 c u o r # 1 / 0 A l 3 - C o n d u c t o r S E R c a b l e H V A C L O A D @ 1 0 0 % P E R N E C B R E A K E R F I R S T 1 0 0 0 0 @ 1 0 0 % T O T A L D E M A N D G E N E R A L L O A D P E R N E C 2 2 0 . 8 2 F U R N A C E G E N E R A L L I G H T I N G / P O W E R S M A L L A P P L I A N C E ( K I T C H E N ) 2 - C I R C U I T S 1 0 , 0 0 0 V A 2 1 , 1 4 0 V A 8 8 A M P S 1 0 0 A M P S 1 0 0 A - 2 P = = = = 1 , 0 0 0 V A 2 , 1 0 0 V A 3 , 0 0 0 V A = = 2 4 , 1 0 0 V A S U B - T O T A L ( G E N E R A L L O A D S ) R A N G E L O A D D R Y E R D I S H W A S H E R = = = 1 0 , 0 0 0 V A 5 , 0 0 0 V A 1 , 0 0 0 V A 5 , 5 0 0 V A 5 , 6 4 0 V A 5 , 5 0 0 V A S M A L L A P P L I A N C E ( L A U N D R Y ) 1 - C I R C U I T S S M A L L A P P L I A N C E ( B A T H ) 1 - C I R C U I T S 1 , 5 0 0 V A = 1 , 5 0 0 V A = SCALE:TYPICAL 1 BED 1 BATH 700 PLAN - ELECTRICAL1/8" = 1' - 0"16'8'0" C O N D . U N I T = 4 , 5 0 0 V A G E N E R A L L O A D S 7 0 0 S Q F T X 3 V A P E R S Q F T S U B - T O T A L ( H V A C L O A D ) H V A C L O A D S A P P L I C A T I O N O F D E M A N D F A C T O R S S E R V I C E S I Z E RECO M M E N D E D S E R V I C E S I Z E I N A M P S MIN. S E R V I C E S I Z E I N A M P S ( 2 1 , 1 4 0 V A @ 1 2 0 / 2 0 8 1 P H . 3 W ) R E M A I N D E R ( 1 4 , 1 0 0 ) @ 4 0 % WIRIN G : # 2 c u o r # 1 / 0 A l 3 - C o n d u c t o r S E R c a b l e HVAC LOAD @ 1 0 0 % P E R N E C BREAK E R F I R S T 1 0 0 0 0 @ 1 0 0 % T O T A L D E M A N D GENERAL L O A D P E R N E C 2 2 0 . 8 2 FURNACE GENERAL LI G H T I N G / P O W E R SMALL APP L I A N C E ( K I T C H E N ) 2 - C I R C U I T S 1 0 , 0 0 0 V A 2 1 , 1 4 0 V A 8 8 A M P S 1 0 0 A M P S 1 0 0 A - 2 P = = = = 1 , 0 0 0 V A 2 , 1 0 0 V A 3 , 0 0 0 V A = = 2 4 , 1 0 0 V A S U B - T O T A L ( G E N E R A L L O A D S ) RANGE LOA D DRYER DISHWASHE R = = = 1 0 , 0 0 0 V A 5 , 0 0 0 V A 1 , 0 0 0 V A 5 , 5 0 0 V A 5 , 6 4 0 V A 5 , 5 0 0 V A SMALL APP L I A N C E ( L A U N D R Y ) 1 - C I R C U I T S SMALL APP L I A N C E ( B A T H ) 1 - C I R C U I T S 1 , 5 0 0 V A = 1 , 5 0 0 V A = COND. UNIT = 4 , 5 0 0 V A F E E D T O P D I M E N S I O N S L O A D F E E D B O T T O M W A T T S C O N D U I T S I Z E S . C . I N T C A P / B K R . A M P S W A T T S F E E D E R C O N D U C T O R S I Z E : T O T A L L O A D / P H A S E R E M A R K S : 3 5 3 7 4 1 3 9 2 5 2 7 2 9 3 3 3 1 1 9 1 7 2 3 2 1 L O A D N A M E 7 1 1 1 5 1 3 9 N O . 3 5 W A T T S 1 L O C A T I O N M A K E / M O D E L C L A S S C I R L O A D L L A M P E A B A M P E L O A D / P O L E M A I N L U G S O N L Y M A I N B R K R . A M P S M A I N S W . B R K P O A M P S P O B R K 4 0 4 2 3 6 3 8 A M P S . 2 6 3 4 3 2 3 0 2 8 2 2 2 4 1 8 2 0 L O A D N A M E 8 1 6 1 4 1 0 1 2 4 6 2 N O . C I R S U R F A C E F L U S H F E E D T O P D I M E N S I O N S L O A D F E E D B O T T O M W A T T S C O N D U I T S I Z E S . C . I N T C A P / B K R . A M P S W A T T S F E E D E R C O N D U C T O R S I Z E : T O T A L L O A D / P H A S E R E M A R K S : 3 5 3 7 4 1 3 9 2 5 2 7 2 9 3 3 3 1 1 9 1 7 2 3 2 1 L O A D N A M E 7 1 1 1 5 1 3 9 N O . 3 5 W A T T S 1 L O C A T I O N M A K E / M O D E L C L A S S C I R L O A D L L A M P E A B A M P E L O A D / P O L E M A I N L U G S O N L Y M A I N B R K R . A M P S M A I N S W . B R K P O A M P S P O B R K 4 0 4 2 3 6 3 8 A M P S . 2 6 3 4 3 2 3 0 2 8 2 2 2 4 1 8 2 0 L O A D N A M E 8 1 6 1 4 1 0 1 2 4 6 2 N O . C I R S U R F A C E F L U S H FFKITCHENLIVINGBEDROOMBEDROOMBATHBEDROOMHALLFF s h e e t n u m b e r : s t a m p : s h e e t t i t l e : n u m . d e s c r i p t i o n d a t e c o n s u l t a n t : T Y P I C A L U N I T P L A N S E 3 . 2 F I R E A L A R M S Y S T E M N O T E : S P E C I A L N O T E S F I R E A L A R M S Y S T E M N O T E : S P E C I A L N O T E S SCALE:TYPICAL 3 BED 2 BATH PLAN - ELECTRICAL1/8" = 1' - 0"16'8'0" G E N E R A L L O A D S 1 0 0 0 S Q F T X 3 V A P E R S Q F T S U B - T O T A L ( H V A C L O A D ) H V A C L O A D S A P P L I C A T I O N O F D E M A N D F A C T O R S S E R V I C E S I Z E R E C O M M E N D E D S E R V I C E S I Z E I N A M P S M I N . S E R V I C E S I Z E I N A M P S ( 2 1 , 5 0 0 V A @ 1 2 0 / 2 0 8 1 P H . 3 W ) R E M A I N D E R ( 1 5 , 0 0 0 ) @ 4 0 % W I R I N G : # 2 c u o r # 1 / 0 A l 3 - C o n d u c t o r S E R c a b l e H V A C L O A D @ 1 0 0 % P E R N E C B R E A K E R F I R S T 1 0 0 0 0 @ 1 0 0 % T O T A L D E M A N D G E N E R A L L O A D P E R N E C 2 2 0 . 8 2 F U R N A C E G E N E R A L L I G H T I N G / P O W E R S M A L L A P P L I A N C E ( K I T C H E N ) 2 - C I R C U I T S 1 0 , 0 0 0 V A 2 1 , 5 0 0 V A 8 9 A M P S 1 0 0 A M P S 1 0 0 A - 2 P = = = = 1 , 0 0 0 V A 3 , 0 0 0 V A 3 , 0 0 0 V A = = 2 5 , 0 0 0 V A S U B - T O T A L ( G E N E R A L L O A D S ) R A N G E L O A D D R Y E R D I S H W A S H E R = = = 1 0 , 0 0 0 V A 5 , 0 0 0 V A 1 , 0 0 0 V A 5 , 5 0 0 V A 6 , 0 0 0 V A 5 , 5 0 0 V A S M A L L A P P L I A N C E ( L A U N D R Y ) 1 - C I R C U I T S S M A L L A P P L I A N C E ( B A T H ) 1 - C I R C U I T S 1 , 5 0 0 V A = 1 , 5 0 0 V A = SCALE:TYPICAL 2 BED 2 BATH PLAN - ELECTRICAL1/8" = 1' - 0"16'8'0" G E N E R A L L O A D S 9 0 0 S Q F T X 3 V A P E R S Q F T S U B - T O T A L ( H V A C L O A D ) H V A C L O A D S A P P L I C A T I O N O F D E M A N D F A C T O R S S E R V I C E S I Z E RECOM M E N D E D S E R V I C E S I Z E I N A M P S MIN. SE R V I C E S I Z E I N A M P S ( 2 1 , 3 8 0 V A @ 1 2 0 / 2 0 8 1 P H . 3 W ) R E M A I N D E R ( 1 4 , 7 0 0 ) @ 4 0 % WIRING: # 2 c u o r # 1 / 0 A l 3 - C o n d u c t o r S E R c a b l e HVAC LOAD @ 1 0 0 % P E R N E C BREAKE R F I R S T 1 0 0 0 0 @ 1 0 0 % T O T A L D E M A N D GENERAL LO A D P E R N E C 2 2 0 . 8 2 FURNACE GENERAL LIG H T I N G / P O W E R SMALL APPLI A N C E ( K I T C H E N ) 2 - C I R C U I T S 1 0 , 0 0 0 V A 2 1 , 3 8 0 V A 8 9 A M P S 1 0 0 A M P S 1 0 0 A - 2 P = = = = 1 , 0 0 0 V A 2 , 7 0 0 V A 3 , 0 0 0 V A = = 2 4 , 7 0 0 V A S U B - T O T A L ( G E N E R A L L O A D S ) RANGE LOAD DRYER DISHWASHE R = = = 1 0 , 0 0 0 V A 5 , 0 0 0 V A 1 , 0 0 0 V A 5 , 5 0 0 V A 5 , 8 8 0 V A 5 , 5 0 0 V A SMALL APPLI A N C E ( L A U N D R Y ) 1 - C I R C U I T S SMALL APPLI A N C E ( B A T H ) 1 - C I R C U I T S 1 , 5 0 0 V A = 1 , 5 0 0 V A = C O N D . U N I T = 4 , 5 0 0 V A COND. UNIT = 4 , 5 0 0 V A F E E D T O P D I M E N S I O N S L O A D F E E D B O T T O M W A T T S C O N D U I T S I Z E S . C . I N T C A P / B K R . A M P S W A T T S F E E D E R C O N D U C T O R S I Z E : T O T A L L O A D / P H A S E R E M A R K S : 3 5 3 7 4 1 3 9 2 5 2 7 2 9 3 3 3 1 1 9 1 7 2 3 2 1 L O A D N A M E 7 1 1 1 5 1 3 9 N O . 3 5 W A T T S 1 L O C A T I O N M A K E / M O D E L C L A S S C I R L O A D L L A M P E A B A M P E L O A D / P O L E M A I N L U G S O N L Y M A I N B R K R . A M P S M A I N S W . B R K P O A M P S P O B R K 4 0 4 2 3 6 3 8 A M P S . 2 6 3 4 3 2 3 0 2 8 2 2 2 4 1 8 2 0 L O A D N A M E 8 1 6 1 4 1 0 1 2 4 6 2 N O . C I R S U R F A C E F L U S H F E E D T O P D I M E N S I O N S L O A D F E E D B O T T O M W A T T S C O N D U I T S I Z E S . C . I N T C A P / B K R . A M P S W A T T S F E E D E R C O N D U C T O R S I Z E : T O T A L L O A D / P H A S E R E M A R K S : 3 5 3 7 4 1 3 9 2 5 2 7 2 9 3 3 3 1 1 9 1 7 2 3 2 1 L O A D N A M E 7 1 1 1 5 1 3 9 N O . 3 5 W A T T S 1 L O C A T I O N M A K E / M O D E L C L A S S C I R L O A D L L A M P E A B A M P E L O A D / P O L E M A I N L U G S O N L Y M A I N B R K R . A M P S M A I N S W . B R K P O A M P S P O B R K 4 0 4 2 3 6 3 8 A M P S . 2 6 3 4 3 2 3 0 2 8 2 2 2 4 1 8 2 0 L O A D N A M E 8 1 6 1 4 1 0 1 2 4 6 2 N O . C I R S U R F A C E F L U S H s h e e t n u m b e r : s t a m p : s h e e t t i t l e : n u m . d e s c r i p t i o n d a t e c o n s u l t a n t : P O W E R R I S E R E 4 . 0 APAR T M E N T L O A D S APPLICATION OF D E M A N D F A C T O R S SE R V I C E S I Z E RECOMMENDED SERVICE SIZE IN AM P S MIN. SERVICE SIZE IN AMPS (186,000 V A @ 1 2 0 / 2 0 8 3 P H . 4 W ) BREAKER 4 5 0 , 0 0 0 V A X . 4 T O T A L D E M A N D GENERAL LOAD PER NEC 220.84 APARTMENT: 15 UNITS x 30,000 VA 1 8 0 , 0 0 0 V A 1 8 6 , 0 0 0 V A 5 1 6 A M P S 6 0 0 A M P S 6 0 0 A - 3 P = = SUB-TOTA L ( A P A R T M E N T L O A D S ) 4 5 0 , 0 0 0 V A 4 5 0 , 0 0 0 V A 6 , 0 0 0 V A HOUSE PANEL 6 , 0 0 0 V A = A P A R T M E N T L O A D S A P P L I C A T I O N O F D E M A N D F A C T O R S S E R V I C E S I Z E R E C O M M E N D E D S E R V I C E S I Z E I N A M P S M I N . S E R V I C E S I Z E I N A M P S ( 1 8 6 , 0 0 0 V A @ 1 2 0 / 2 0 8 3 P H . 4 W ) B R E A K E R 4 5 0 , 0 0 0 V A X . 4 T O T A L D E M A N D G E N E R A L L O A D P E R N E C 2 2 0 . 8 4 A P A R T M E N T : 1 5 U N I T S x 3 0 , 0 0 0 V A 1 8 0 , 0 0 0 V A 1 8 6 , 0 0 0 V A 5 1 6 A M P S 6 0 0 A M P S 6 0 0 A - 3 P = = S U B - T O T A L ( A P A R T M E N T L O A D S ) 4 5 0 , 0 0 0 V A 4 5 0 , 0 0 0 V A 6 , 0 0 0 V A H O U S E P A N E L 6 , 0 0 0 V A =